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HomeMy WebLinkAbout724 S Maxine St - PlanDR A W N B Y ST D I S S U E D A T E RE V I E W E D B Y DA T E I S S U E D SH E E T N O . TI T L E DE S C R I P T I O N SI T E I D SI T E A D D R E S S Project Management P P M 2230 W. Chapman Ave # 200 Orange CA 92868 BY DE S C R I P T I O N DA T E RE V C I V I L TIE N CHU Bldg #101120945 APPROVALS: PLNG - F. Arias BLDG - J.Lo POLICE - B. Martin PUBLIC WORKS - Y. Soto DR A W N B Y ST D I S S U E D A T E RE V I E W E D B Y DA T E I S S U E D SH E E T N O . TI T L E DE S C R I P T I O N SI T E I D SI T E A D D R E S S Project Management P P M 2230 W. Chapman Ave # 200 Orange CA 92868 BY DE S C R I P T I O N DA T E RE V DR A W N B Y ST D I S S U E D A T E RE V I E W E D B Y DA T E I S S U E D SH E E T N O . TI T L E DE S C R I P T I O N SI T E I D SI T E A D D R E S S Project Management P P M 2230 W. Chapman Ave # 200 Orange CA 92868 BY DE S C R I P T I O N DA T E RE V DR A W N B Y ST D I S S U E D A T E RE V I E W E D B Y DA T E I S S U E D SH E E T N O . TI T L E DE S C R I P T I O N SI T E I D SI T E A D D R E S S Project Management P P M 2230 W. Chapman Ave # 200 Orange CA 92868 BY DE S C R I P T I O N DA T E RE V * * * * DR A W N B Y ST D I S S U E D A T E RE V I E W E D B Y DA T E I S S U E D SH E E T N O . TI T L E DE S C R I P T I O N SI T E I D SI T E A D D R E S S Project Management P P M 2230 W. Chapman Ave # 200 Orange CA 92868 BY DE S C R I P T I O N DA T E RE V DR A W N B Y ST D I S S U E D A T E RE V I E W E D B Y DA T E I S S U E D SH E E T N O . TI T L E DE S C R I P T I O N SI T E I D SI T E A D D R E S S Project Management P P M 2230 W. Chapman Ave # 200 Orange CA 92868 BY DE S C R I P T I O N DA T E RE V § DR A W N B Y ST D I S S U E D A T E RE V I E W E D B Y DA T E I S S U E D SH E E T N O . TI T L E DE S C R I P T I O N SI T E I D SI T E A D D R E S S Project Management P P M 2230 W. Chapman Ave # 200 Orange CA 92868 BY DE S C R I P T I O N DA T E RE V – DR A W N B Y ST D I S S U E D A T E RE V I E W E D B Y DA T E I S S U E D SH E E T N O . TI T L E DE S C R I P T I O N SI T E I D SI T E A D D R E S S Project Management P P M 2230 W. Chapman Ave # 200 Orange CA 92868 BY DE S C R I P T I O N DA T E RE V DR A W N B Y ST D I S S U E D A T E RE V I E W E D B Y DA T E I S S U E D SH E E T N O . TI T L E DE S C R I P T I O N SI T E I D SI T E A D D R E S S Project Management P P M 2230 W. Chapman Ave # 200 Orange CA 92868 BY DE S C R I P T I O N DA T E RE V C I V I L TIE N CHU DR A W N B Y ST D I S S U E D A T E RE V I E W E D B Y DA T E I S S U E D SH E E T N O . TI T L E DE S C R I P T I O N SI T E I D SI T E A D D R E S S Project Management P P M 2230 W. Chapman Ave # 200 Orange CA 92868 BY DE S C R I P T I O N DA T E RE V DR A W N B Y ST D I S S U E D A T E RE V I E W E D B Y DA T E I S S U E D SH E E T N O . TI T L E DE S C R I P T I O N SI T E I D SI T E A D D R E S S Project Management P P M 2230 W. Chapman Ave # 200 Orange CA 92868 BY DE S C R I P T I O N DA T E RE V C I V I L TIE N CHU DR A W N B Y ST D I S S U E D A T E RE V I E W E D B Y DA T E I S S U E D SH E E T N O . TI T L E DE S C R I P T I O N SI T E I D SI T E A D D R E S S Project Management P P M 2230 W. Chapman Ave # 200 Orange CA 92868 BY DE S C R I P T I O N DA T E RE V C I V I L TIE N CHU 8'-0" CLG. 12"W x 24'D W/(2)#4 @TOP. &BOTT. TYP. I I 4 5 AB32 S-1 S-1 y G, 12'-0" G -- ------ w CD 6 I (I E) B E D R 8'-0" CLG. �,-0" CLG. �1,:'V CD w CITY OF SANTA ANA 43. All plumbing walls are to be framed With a min 2X6 studs. 44. Double Walls used as plumbing walls are to be a minimum of 8" Wide and no "flat" studs permitted Staggered studs are acceptable. 45. Permissible notching and boring of joist are to be shown on the plans and shall not exceed CBC section 2308.10.4.2 allowances. 46. Double joists are required under parallel bearing partitions 47. Notching of exterior and bearing / non -bearing Walls shall not exceed 25%/40% respectively. Bored holes in bearing/non bearing Walls shall not exceed 40%/60% respectively. In no case shall the edge of the bored hole be nearer than 5/8 inch to the edge of the stud. (2308.9.10 and 2308.9.1 1) 48. Header and trimmer details for doors and Windows are to be shown with full length trimmers. 49. All stud bearing walls are required to comply with the minimum requirements for load bearing Walls T 2 2 AB 18 12"W x 24'D 1 S-1 W/(2)#4 S-1 CV �71 >-0" cV @TOP. &BOTT. _ �TYP. S. r--------------- I ao 4'-0" 1 m Q I n Nov2 I ZJ 8'-0 CLG. i - (N)4" CONCRETE SLAB W/# 4 AT 18" O.C. E/W @ MIDDLE 0/2" SAND 0/10MILVISQUEEN V O/2" SAND (TYP.) I S-1 CS- --*�- ----------, �I II 6 6 I S-1 S-1 II -_�J I I I S6 1 I EXIST'G FOUNDATION 8'-0" CLG. I ------------ -\--�� S�1 S�1 (E) W.I.C. I j� I I / \ I (E) FOOTING - J TO VERIFY y L---------------------------------- m b3 r------- - - - - -------------------- L------ -----------C- (E) CLOSET (E) CLOSET - -------L=----------------C 2'-0"SQR. x 18" DEEP PAD g'-0CLG. FOOTING W/(2) #4 E/W. @ BOTT. I " I I 4� 8'-0" CLG. 8'-0" CLG. QQ (E) K I I C -11_ N 8'-0" CLG. I _ I L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2'-0"SQR. x 18" DEEP PAD FOOTING W/(2) #4 E/W. @ BOTT. F - F - F - I L_J L_J L_J vm � vm 3 3 3 S-1 S-1 S-1 PARTIAL FOUNDATION PLAN HOUSE scaLn : i/4" = r-o" S - 1 -0" Q INMI. © � �I I- , 6 SIZE TING TE USE' J1RED PER CITY OF S 2. TERIORSFINISH " O.C. Planning a r 1 T 2 10 4 3. 1 X P.T.D.F. SILL (USE 3X ERE INDICATED ON PLANS) SYMBOLS LEGEND d °LY II a a ' W% 5/8' 0 A.B. @ 48" O.C. & 12 MA FROM ENDS OF� N.0 0 PLANS) MUD SILL �O. SPAN AND DIRECTION OF ROOF MEMBER X DETAIL NUMBER °A" II USE 3 x3".229 WASHER. SPAN AND DIRECTION OF FLOOR MEMBER SDX DETAIL SHEET NUMBER y jl II JII.. a 4. 5. 6. CONC. SLAB PER PLAN STEEL REBAR PER PLAN SAND & VISQUEEN PER H SPAN AND DIRECTION OF DECK MEMBER O BEAM UMBER Z I FOUNDATION PLAN SHEAR PANEL NUMBER, REFER �BEARI WALL Ap J On- 5 9d I-. ° ° INTERIOR FOOTING 7. G.I. BASES REED @ EXTERIOR PLASTER. 4'� ABOVE EARTH, FOR PANEL TYPE, PANEL LENGTH NOTED ON FRAMING & FOUNDATION PLANS. CALIFORNIA FRAMING bi I. ° ° ' I 8. 2" ABOVE PAVED AREA EXTERIOR FINISH. C = _ 0 EXISTING WALL TO REMOVE EXISTING WALL TO REMAIN - - - - - - -(E) F IN R PER ° ' 2 SEE PLAN 1 7/8" 9. ISOLAT SLAB FROM STEM WALL (FU E 1/2 FIBERBOARD 0 NEW WALL - - - - - - _ - �= ' -NEW FOOTING PAIERIAL�.®POST OR TRIMMER AB X A.B. PACING 4 6 1110. BARS @ 24"O.C. & BENT MIN 2' INTO SLAB & 1 SHEAR WALL SCHEDULE 3 7 NTO FOOTING. DOWEL UAYBI, OMITTED WHEN SLAB 4 - 'ems- =.}F IS A MONOPOUR' z 10 i 1 1. VISQUEEN JOINTS LAPPED NOT r-n:�•"• �.II LESS THAN 6 INCHES �C 5 TOP OF NAT. ° d I °. n GRADE OR °J' cn COMPACTED ° FILL SEE PLAN EXTERIOR FOOTING M FOOTING1A TYPICAL EXT. 8c N T. FOOT N G "MI SIMPSON HOLDOWN de le ANCHOR 0 AND TYPE HDU2 1 3 4 15 3 8 8 0 SSTB16 HDU4 1 3 4 15 3 8 8 0 SSTB20 HDU5 1 3 4 16 5 8 8 0 SSTB24 HDU8 1 3 4 24 7 8 8 0 SSTB28 HD9B 1 3 4 24 7 8 7 8 0 SSTB28 HDU11 1 3 4 24 1 0 SB1x30 HDU14 1 3 4 24 1 0 SB1x30 B E FT'G- N SLAB t JLHt3- IN r I l2 C EW TO EXISTING FOOTING 6 HOL-DOWN %0 N 1. E SLAB 9 3.°. 2 1 2. N PAD FOOTING PER PL N °• 11 3. 12" DOWELS -EXMITN�N(�2) M@ CDW�SIMP50Tf�! SETS XP - - - - EPDXY ICC ESR#2508) 4. E CONT. FOOTING �a °° T 5. �N4 PAD . 0 BE POURED ° b 7 U DER �E CONT. FOOTING, ° d CENTER D UNDER POST IN ° Q WALL OR AS PER PLAN Z a � 6. NEW PAD FOOTING PER PLAN a 6 w ^ 8. REBAR PER PLAN w °J 9. PROTECT (E) STEEL REBAR OR ° N :° ° . °. 8 POST-TENSSION CABLE WHERE ' ° Z OCUR 10.P R ABOVE BC F E FT' z a . 11. I P 8' NAB (U.NJ.O 4. INTO 5 8 0 BOLT W I� 4.5 INT SEE PLANET -XP EPDXYRETE W�CC#SIMP2608) a 4 0 11 �E SLAB 0 LL a . z M7 _ NOTE: UNDER PIN PAD: DIG y GG CENCF7E7E�FS°LABNWHEN b NEEDED, ° 10 Z N PROTECT (E)STEEL BAR OR CABLE SPECIAL INSPECTION IS REQUIRED UNDER PIN PAD Nw °• �E) FOOTING °° 5 DT67 SEE PLANA NEW PAD AT EXISTING FOOT N G SHEAR AT OPEN N G DBL. TOP PLATES 2x BLOCKING SHEAR WALL E.N. CA SILL PLATE FRAMING SHEAR SHEATHING EDGE FIELD PLF CONNECTION CLIPS ANCHOR PANE NAILI G NAILING S W IND � 6d s 1 4 0 6 A35's,LS50 BOLT TYPE (COM ON) (COMMON) IC x1.4 SINKER S S SC OR LTP4' SPACING 3 8 APA rated @ 6" O.C. 0 1'2" O.0 260 364 4" O.C. 4" O.C. ® 16" 0. �.. A3 8 APA rated 8 ' O.C. @ d S" O.0 350 490 3" O.C. 16 0.0 @ 12' 0. 5 "O x 12" A3 8 APA rated 8 d's @ 3" O.C. 8 d's @ 12" O.0 490 686 ® .5 O.C. ® 2" 0.0 @ 10" 0. 5 8"0 x 12" / @ 18" O.C. 15 32" AP / 1 10 d's ' 10 d's @ @ @ 8" O.0 5 8 0" x 12 3X sill in contact W/ * structural I 3" O.C. @ 1 O.0 600 840 2" O.C. 8" O.C. (U.N.O.) concrete 1 15/32" AP rated s ructural I 10 d's @ 2" O.C. 10 d's @ 12" O.0 870 1218 2 rotas sta99 ® 3" O.C. ® 6" O.C. @ 6" O.C. (U.N.O.) ( ) 5 8 O.0 / 3X sill in contact W/ * () ** concrete (*)PROVIDE 3" NOMINAL OR WIDER FRAMING AT ADJOINING PANEL EDGES WITH NAILS STAGGERED. (**)SEE SHEAR TRANSFER DETAIL. USE MIN. 3 1/2" WIDE FRAMING MEMBERS TO RECEIVE SILL PLATE NAIL. 112" RIM 0� BLOCKING IS Ij�QUIRED TO RECEIVE SD$ SCREyyS. PLACE SCREWS AT CE ER 'NAGGER USE A35 ®6 O.C. ON SIMPSON STRONG WALL &HARDY PANEL STAGGERED BY 1/2 ; (U.N.O (*)SPECIAL INSPECTION IS REQUIRED AT SHEAR WALL #11, # 12, #13, #14 GENERAL REQUIREMENTS: Work performed shall comply With the following: de 1. All framing shown is new (U.N.0). Contractor is responsible for providing adequate i i� shoring of the existing or new structure during construction. Contractor is responsible and liable for any damages incurred as result of proceeding Without caution. Q li 2. Existing structural: At design phase, engineer provided design base on assumption of Doi existing framing. When under construction, contractor is responsible and liable for any discrepancies between the existing structure and the structural plans. Contact engineer ' of record if any discrepancies arise between the existing structure and the structural SB1 x30 plans for revised drawings. II BOLT 3. All dimensions Were referenced from Architectural drawings, Contractor is responsible to let engineer of record know for any different between architect drawings, as built, ° structural drawings .. I 4. Site Observations are required for foundation With rebars and anchor bolts, roof & floor 1 12" MIN. framing, shear Walls With nailing, exsiting framing... NOTES: 5. All new & existing beams, headers, posts and hardware called out on plans must be * DEEPEN FOOTING AS REQ'D. verified at site during construction. TO ACHIEVE le + 4" 6. Engineer of record is to be notified by the contractor or owner should any questions arise or discrepancies are found pertaining to Work drawings and/or specifications. FOUNDATION NOTES: 1. All holdoWns and post anchors to be installed according to most current Simpson Strong Tie specifications and requirements of ICC report 2. Min. concrete cover for reinforcing: Concrete, placed against earth not formed: 3"; Concrete formed or troweled: 2"; Walls and curbs: 1 1/2"; Slab on grade: at center 3. All continuous exterior footing to have 5/8"dia. x min. 12" anchor bolts. 7" embedment into concrete (6" With epoxy ICC ESR # 2508), at 48" o.c. unless noted otherwise on plans. one anchor bolt should be located max. 12" away from the end of the sill plates. min. (2) A.B.'s per sill plate / shear panel. Steel Washer plate size min. 2 3"sq.xO.229"and shall be placed between the the foundation sill plate and the nut. Note: HDHOL OWN 6" stud or larger and staggered studs Would need 4 1/2" square Washers. Allow 1. WOOD POST diagonally slotted plate washers. The plate Washer shall extendto Within J"of the edge of the bottom plate on the sheathing side. A properly sized nut & Washer shall be 2. SIMP ON OLU N BASE tightened on each anchor bolt to the plate. CB%SCBQ�LCB%MCB PER PLAN 4. Foundation anchor bolts or Fasteners in pressure -treated and fire -retardant, treated 3. #3 OR 4 BAR "V" BENT Wood shall be of hot -dipped, zinc -coated galvanized steel, stainless steel, silicon bronze 12^ 2" or copper. 4. REINFORCING PER PLAN 5. All shear hardware and anchor bolts With non standard spacing are to be fixed in place for the foundation inspections. Indicate hold-down locations, anchor bolts With 5. CONCRETE SLAB non-standard, length or spacing. 6. Hold-down connectors bolt holes shall not be more than A,, oversized at the connector of the hold-down to the post. 7. Shear Wall anchor bolts and hold-down hardware must be secured in place prior to foundation inspection and re -tightened just prior to covering the Wall framing. m 1 8. All foundations shall bear upon beared material. Q 9. Foundation sill plate shall be preservative -treated wood or foundation redwood. 2 10. Field cutting ends, notches and drill holes of preservative -treated wood shall be treated in the field in accordance with AWPA M4. 11. All interior non -shear Walls to have HILTI X-DNI (ICC-ES-ESR 2379), (With a minimum ° 5 penetration of 1-1/4" into slab ) at 24" on center unless noted otherwise. Actual slab D n D thickness to be minimum 4". ° FRAMING NOTES: ° 12. Roof & Floor diaphragm nailing to be inspected before covering. Face grain of plywood shall be perpendicular to support. 5. Plywood roof panels shall be bonded With 3 t . , M w intermidiate or exterior glue Where exposed to the Weather. 0 13. All joist hangers shall be Simpson U hanger, All TJI joist hangers shall be Simpson ITS 4 ° , hange, all beam hangers shall be Simpson HU hangers U.N.O. on plan or detail. Follow P manufacturer's recommendations for installation. - 3• 14. Non Bearing and interior walls: Use 2x4 stud at 16"o.c for max height 14ft. Use 2x6 CLR stud at 16" o.c. for Max. height 20ft INTERIOR PAD PER PLAN 15. Bearing Walls or Exterior Walls: Use 2x4 stud at 16"o.c for max. height 10'. for Wall higher than 10ft must be designed case by case. 16. Top plate splice:Use Min(12)16d's W/4ft plate lap or st22 strap. U.N.O. per plan 7 COLUMN BASE &cINT./EXT. PAD 3 17• All diaphragm & shearwall nailing shall utilize "commond" nails or galvanized box. MATERIAL SPECIFICATIONS: erID: SEE FRAMING PLAN, TYP. HOLDO P PLAN ROD 0 EMBEDMENT HDU2 - SDS2.5 5/8" 12" HDU4 - SDS2.5 5/8" 12" HDU5 - SDS2.5 5/8" 12" 18. TYPICAL ROOF: (DOC PS1 OR PS2)L 15/32" STRUCTURAL RATED SHEATHING, EXPA, WITH MINIMUM PANEL INDEX 24/0. USE 8d COMMON NAILS AT 6" O.C. BOUNDARY, 6" O.C. EDGE AND 12" O.C. FIELD. 19. TYPICAL FLOOR: (DOC PS1 OR PS - 23/32" STRUCTURAL RATED STURD-I-FLOOR, T & G EXPA, WITH MINIMUM PANEL INDEX OF 48/32. USE 10d COMMON NAILS AT 6" O.C. BOUNDARY, 6" O.C. EDGE, AND 12" O.C. FIELD. GLUE SHEATHING TO FRAMING USING ADHESIVES MEETING APA SPECIFICATION AFG-01. WHERE IT APPLIES. 1. 4X4 POST, U.N.O. SEE PLAN 20. Lumber Grades: 6x & 8x beams/posts/headers: #1 DFL; 4x beams/posts /headers: #1 2. STRAP, SEE TABLE DFL; 2x joists/rafters: #2 DFL; Studs: 2x Stud Grade; Plates: DFL Construction Standard; 3. EMBEDMENT IS FROM TOP OF All mud sills must be pressure treated DFL. 21. Satan lumber: DOC PS20. Special and Ispecies; Wood Structural Panels: DOC PS1 SLAB AT MONO POU�2 grade FOUNDATION SYSTEMMS or DOC PS2.; Wood Fastener: Table 2304.10.1; Prefabricated I joist: ASTM D5055; NOTES: Structural glued laminated timber: ANSI/AITC A190.1 & ASTM D3737. Special grade and lamination species; Particleboard-ansi A208.1. Special grade mark.; Preservative -treated USE SIMPSON SET-XP(ICC-ESR#2508) Wood-aWpa standard U1 and M4. Specify identification of treating manufacture, type of REFER TO ICC AND MANUFACTURER'S preservative used and min. preservative retention (pcf).; Nail & staple-ASTM F1667. SPECIFICATIONS FOR INNSTALLA11ON Specify nail length & shank diameter, staple gage, crown Width and leg length. PROCEDURES. 22. Concrete F'c= 2500psi, Cement Type II. Water -Cement ratio=0.5 SPECIAL INSPECTION IS REQUIRED BY 23. Reinforcement steel is grade 40 ASTM A615; Bolt: A307 SECTION 1704 DURING ALL 24. Welding to be done by licensed contractors. AWS D1.1, E70XX electrodes INSTALLATIONS SPECIAL INSPECTION AND OBSERVATION. Inspect by Engineer of Record or Special Inspector: MIN. CONC. STRENGTH f c = 2500 psi 25. Periodic Special Inspection are required for wood shear Walls, shear panels, diaphragms Where the fastener spacing of sheathing is 4" on center or less; Periodic Special ADEQUATE SIZE �(ASHER REQUIRED WHEN ANCHOR BOLD SIZE IS SMALLER Inspection is required for bolting, anchoring and other fastening of components of the THAN HOLE IN HOEDOWN. seismic force resisting system. Continuous Special Inspection is required for Anchor 9 Y P P q Bolt With Epoxy. CONTRACTOR SHALL SPECIFY OVERALL LENGTH OF ANCHOR. 26. Soil Inspection per section & table 1705.6: + Periodic inspection: 1. Verify soil bearing capacity below footing; 2. Verify footing depth; 3. Verify compaction; 4. Observed sub grade & verify site prepare properly. + Continuous inspection: 1.Verify use of proper THREADED ROD W/NUT/ WASHER/ NUT ATTACHMENT materials, densities lifts 27. DESIGN DATA: SCALE: 1" _ 1,-0, HOLD OWN @EXISTING FOOTING - Swiss: 2022 nal CBC and as amended o City Ordinance g 4 -Seismic Analysis: Equivalent Lateral Force Procedure, ASCE 7-22; Risk Category II, Site @ RAISED FLOOR zr � I I II 11� c W � • v0 2 " @ CONCRETE SLAB �(E)12" MIN TO VERIFY ANCHOR BOLT HU06-HD Class D-default, Seismic Design Category D; Ss= 1.336; S1= 0.477; 1= 1; R=6.5; p=1.3, Sd 1= 0.572; Sds=1.069; Cs=0.16, V=0.15*W - Roof L.L.= 20psf; Max. Weight of roof = 14 psf; - Allowable soils bearing pressure = 1000psf - Wind: Method 2 Analytical Procedure; Basic wind speed = 95 mph; Wind Exposure= C ; NOTE: ALL PLATE WASHER Internal pressure co-efficient=f0.18; Risk Category II 3" SQR.xO.229" @ ALL BOLTS 28. LAMINATED VENEER LUMBER & PARALLEL STRAND LUMBER: 1. Manufactured Laminated Veneer Lumber Parallel Strand Lumber (PSL) grade 2.0E DF, and Laminated Strand Lumber (LSL), grade 1.55E shall be the following. 1. 5/8" 0 ANCHOR BOLT. @ 48" MAX. Trus Joist MacMillan Products, Boise, Idaho (ICC ESR 1387). O.C. OR PER SHEAR WALL SgCHEDU E 29. TJI WOOD FLOOR I JOIST ALT1 USE 3/4 0 W/SAME 1. TJI WOOD FLOOR I JOIST: Trus Joist MacMillan, Boise, Idaho (ICC-ESR#1153: SPACING 2. Installation of I -joists in the structure shall be in accordance with the more restrictive 2. 1 3/4" MIN. FROM EDGE OF of the manufacturer's direction or the Construction Documents. FTG. CONDITION & CENTERED @ INTERIOR WALL CONDITION 3. Bracing, bridging and blocking of joists shall be in accordance With manufacturer's directions. 3. MIN 7" DEEP @ EPDXY 30. PREFABRICATED ROOF TRUSSES: 4. 301_11<' BTW. STUD @ S.W. # Submit (2) sets of truss calculation and plan to the city for plan check; The truss 13 & 14 calculations and plans shall include review of roof, mechanical and lateral load (chord/strut NOTES: & brace loads) also include review of top chord and bottom chord for for axial + flexure SE SIMPS N S XP between panel joist; The truss calculation and plans shall be wet stamped, signed and ICC-ESR 2508 dated by a licensed civil/ structural engineer; The truss plan shall be "review stamped" and PECIAL IN PECTTON IS REQ'D. FOR THIS SYSTVM. REFER TO "Wet" signed by the engineer of record; Truss loading: Live load (20) + Dead load (15) _ MANUFACTURERS SPECS. FOR 35 psf on top chord; Dead load = 7 psf on Bottom chord; Total load= 42 psf. Bottom INSTALLATION PROCEDURES. chord check for 10 psf live load. Top and Bottom chord live loads act non -concurrently. MIN. CONCRETE COMPRESSIVE Uninhabitable attics With storage shall be designed for 20 psf live load STRENGTH f c = 2500psi TO BE CONFIRMED BY SPECIAL INSPECTOR 5 ANTA ANA genco ' Restrictive ` Notice THESE DESIGNS, DRAWINGS & EXCLUSIVE PROPERTY OF TMC ENGINEERS INC.. ALL INFORMATION SHOWN IS CONFIDENTIAL TO ALL RECIPIENTS. NO PART OF THESE DRAWINGS CAN BE COPIED, TRANSFERRED, OR !EPRODUCED WITHOUT WRITTEN CONSENT OF TMC ENGINEERS Q`�OFESS/ A,LLJ G c� o. 72324 Exp. 6/30/24 01V1� 9� OF CA_ • U J Z U v/ � ~ o N W ♦ LU J di W Z Z 2 �E �o U r� V LLJ V Z O LLJ UN 3 W + U > = ��(13 VLu UQE a� c U 0 Z O Q U J CL z LU ¢ o - U¢ z � �W Q Iz W 6) LU0 Q D � z = r Q O N � LL J a Q oC Q CL (SCALE: AS -SHOWN DATE: 03102124 DESIGNED BY: T.C. CHECKED BY: T.C. SHEET S-1 JOB NO. 8824VL D 3 PARTIAL ROOF FRAMING PLAN HOUSE $CALE : 1/4" = 1'-0" CITY OF SANTA ANA D1 d D..;1,4*-- A -4 1 -1 EXISTI NEW T 3 2 I $ i 7 6 7 � 5 EQ. EQ. � 1 2 I 4 I ° 3 1 PLATE SPLICE AT CORNER 2 3 7 10 O 1 STRAP SPLICE - 1. 16d SINKER NAILS AT 6" O.C. 1. EDGE NAILING U.N.O. & PER TABS E BELOW. 2. ROOF SHEA N - UST 2. TYP. STUDS AT 16 O.C. EXTE D TO n 6 3. LOCATE STUD UNDER SPLICE 8 6 L�"e�K"JI r OR PROVIDE 2X BLKG. 3. FULL HEIGH B 3 3 A ACHED T? ADJACENT STUDS 1 EXTERIOR WALL Il 5 AIL SPLICE 4. y�W��P(((ld(S EACH SIDE TlbggP &BOTTOM PLATE 9 4. A35 SEE SHEAR WALL 5 5. SIjA01 Nd STRAP PER TABLE 5 NN 1 ISLE FOR SPACING 4 EQ, EQ t MIN 1 O.0 BELOW. 5. SHEARPANEL, SEE PLAN 1. STZ2 SIMPSON STRAP PER PL. 6. TRAP ST12 1 3 3 2. SIMI AR CONDI 1 FLUSH 7. �4)16D'S I 6. 2X R OF RAFTERS BEA/ JOIST �S�%�LKGS 3. END LENGTH 7. STAREC�=� D ,�jY 4. PPLANOR MULTI STUD, SEE 3 3 2 ARC T`1'�'1'Ctslb I _4E 5. DBL TOP PLATE STRAP SPLICE 8. USE 1 ALTERNATE TO A35 :_:46.BEAi OR BLK'G(S) / LINE 5•�p�OF EDGE NAILING CEP PLAN 9. TOP L�� l"��PER PL. 7. CONT. JOIST OR BLOCKING, •SEE FRRAMMING PLAN A B C 10. CEILI G JOIST PER PLAN 8. ALTERNATE STRAP LOCATION P1R I A�8)16d's COMMON NAILAT TOP 3NO. OF 16d SINKER 12 18 24 tMIN. PLATE LAP 4 FT. 4 FT. 4 FT. 6 PLATE SPLICE AT 4 SLOPING CONDITION ALT. STRAP W/ 16d SINKER ST22 ST6224 ST6236 INTERIOR WALL DRAG DETAIL TYPICAL SPLICE TOP PLATE 6 SHEAR TRANSFER 9 5 g 1. ROOF RAFTER PER PLAN 2. CALIFORNIA FRAMING 4 3. EDGE kAILING 1 3 2 5 8 4. 2X CRIPLE WALL ® 16" O.0 T 1 7 5. 2X BLK'G W/16d's qT 4" O.C. a 6. H HANGER TO BEAM. 7. (E� ROOF RAFTER TO REMAIN 1. SIMPSON CS16 W/ 8d SINKER 8. PLYWgOp 'SHEATHING TYPE 10 10 NAILS ® 2 1 /16 O.C. CUT TO 9. R/R W/A35 ® 16 O.C. g FIT OVER ALL BAYS OF �i 10 10. A35 ® 16 O.C. 3 BLKG. ERE APPLICABLE. 10 11. SHEAR W LL PER PLAN WHERE 9CC R 16 i�� '/ 12. JOIST W HHU HANGER OR 2x BLK G T STRAP 2. TYPICAL ROOF RAFTER OR 13. ALTERNATE CEILING JOIST DIRECTION TOP CHORD OF TRUSS. 15 16 10 6 14. 2xLEDGER W/(2)16d's ®8" O.C. 4 3. 2X FLAT BLK'G. W/ E.N. 1 _DETAI 15. 16d's ® 6" O.C. SILL PLATE NAILIN NE PLAN FOR N0. OF BAYS B - CALIF. FRM'G 0 RIDGE 16. 2x4 KCKER ® 16" O.0 W/(2)16d's 3 12 8 N. 4 BAYS). 7 5 1. E)) R/R OR RIDGE BEAM EACH END 3 2 4 2 5 11 12 7 2. N) 2x8 BLKG W/ EDGE SHAPED AS 1 3 2 4. HIP BEAM OR TOP CHORD LOPE OF ROOF W/(2) 16d's OF HIP TRUSS. ® 24"O.C. INTO EXISTING FRAMING. IVI 2 6 7 3. SHEAR PANEL PER PLAN 5. DBL. TOP PLATE OR BEAM. 13 6 4• NEW ROOF SHT'G. IAI 3 10 5. EDGE NAILING 6. ROOF SHEATHING W/ E.N. 6. `R OR TRUSS PER P�pN 10 ALONG LINE OF DRAG. 7. ) 16d s PER COMEC�(TIION. g 7. END LENGTH. 8 TO EACH ROOF BFRAAMING ELtMENT. 3 T 14 5 14 9. 2x VR 0 CA. FRAMING. USE 2x4 16 7 11 024 O.C. FOR MAX. SPAN OF 6'-0" 15 & 2x6 ® 24"O.C. FOR MAX.SPA OF 4 3 STRAP APACITYEND LENGTH 15 10'-0" &TOE NAIL W/ (3) 16d s. EA CS16 1650# 3'-6" = = = = n 10. 2x4 KICKER 0 32"O.C. 3 12 8 2 CS16 3300 3'-6" 11. NOTCH RAFTER ® OUTRIGGER O # �VI IVI DO NLOT OVERCUT. 3 IAI 12. 2X F AT OUTRIGGER ® 24 O. 6 7 1 5 u 13. P/ 3) 16" O.0 (U.N.O PER ___ AN 14. 2xC�tfPLE STUD ® 16" O.C. IVI 5 17. ST12 ® 32" O.C. 5 3 C -FRM'G 0 WALL 15. 16d Sj 6" O.C. IAI 17 16 2x STUD WALL OR BEAM PER PLAN ROOF DRAG DETAIL F 2 CONNECTION DETAIL CONNECTION DETAIL F2 1 5 4 1 2 1. 2x RIDGE BOARD. 1 2. (8) 16d COMMON NAIL PER LAP. (U.N.0) 7 3. 2x ROOF RAFTER- SEE PLAN 8 4. A35 0 16" O.0 (U.N.0) ° 5. CEILING JOIST PER PLAN 3 6. BEAM OR DBL TOP PLATE PER PLAN 7. EDGE NAIL 6 8. ST22 AT 32" O.C. (MIN), U.N.O g 1 9. (2)16d's EA. SIDES TOE NAILS, TOTAL (4) 3 3 10. SHEAR PANEL PER PLAN. 11. H2.5A R/R TO DBL. TOP PL. ® 32" O.0 ®2-BEAMS ®CONT. BEAM W/CCQ OR CC H2.5T 2 3 2 7 5 2 2 2 1. BEAM PER PLAN 6 5 1. FLUSH BEAM NOTCHED AS --- --- SHO N. 2. H2.5T OR TS22 BEA TO BEAM 4 2. OVEEALL BEAM DEPTI OR POST BELOW. ON EACH SIDE, " 3. PLOAN OR BEAM BELOW PER ALT• U E EA. CONNECTION TOPNPLATES 11 3 4. gTCH SLOPE OF ROOF 1 5. (( A))RE AS ROOF RAFIT.�R 3 3. POST OR BEAM PER PLAN 6. P2CSST2PER OPLAN BELOWTO BM OR 3 4. ST22 STRAP END BEAM/POST ® END W/H2.5A NO CC P DO NOT OVERCUT 6. HANGER P RR PLAN ER PLAN 10 NOTCH BEAM - SIDE VIEW F 3 BEAM TO POST 8 CONNECTION DETAIL 3 7 1. (E)ROOF RAFTER PER PLAN 6 1 4 2 2 (E)ST22 AT 32" O.C. (MIN), T 1 7 3. ((E) 4 KICKER ® 32" O.C. 4 �%y/2(2)TOE NAILS EA. END 1. PLYWOOD SHEATHING TYPE 10 4. (E)RIDGE BOARD TO REMAIN 7 5 5. (E)HU OR LUS HANGER 4 2. ROOF RAFTER PER PLAN 3. R/R W/A35® 24" O.0 (U.N.0) 6. 2xBLK'G W/A35@ 16" O.C. 3 4. EDGE NAILING 2 7. EDGE NAILING 1 3 8. CE%LING JOIST PER PLAN 4 5. PER PLAN DBL TOP PLATES 9. WALL OR BEA�HPER PLAN 2 6. HU OR LUS HANGER TO BEAM. 10.2xPLATE W/16d's ® 6" O.C. 9 7. CEILING JOIST PER PLAN ff 1 5 T 3 RS• 11. LA C//J 24" MMIN LENGTH 8. 2X LEDGER W/(3)16d's ® 16" 2> 1 2' �y Yy8)16d's STAGGF•RED O.0 TO STUD II 12. 2 STRAP ®32 O.C. g 9. 2X BLK'G W/16d's ® 6" O.C. II ° II 10 11 II 2 II II n ° II 3 1. BEAM PER PLAN I ° N2. POST CAP PER PLAN ° ° ° ° 9 - - - - - 3. POST PER PLAN / 4. 4RRUI BOL NEyyEBRACE�PLATE & /WASHER N g A 12 4 3 5. ST22 STRAP EA. SIDE 3 9 7 5 6 7 6: S 2 STRAP SET RAPOR HUC PER AT CORNER PLAN 4 ROOF071 AT ALL 8 AT BEAM HN14 BEAM TO POST 14 CONNECTION DETAIL 9 SHEAR TRANSFER F4 1. (E) ROOF RAFTER 3 3 T 322, (E) CALIFORNIA FRAMING T T 3. (E) EDGE NAILING 11 4. (E)2X CRIPLE WALL ® 16" O.0 5. (SHEAR WALL PER PLAN.] 2j 2 6 3 4 6 `Ee TO gE� BLCKWdl 6d's ® 6" 4 6 7. (E) R/R OR ROOF TRUSSES. 7 8. (E) OR (N)STUD WALL 5 9 9. PLYWOOD SHEATHING TYPE 10 1 1 10 3 4 10. (E) CEILING JOIST 1. TRELLIS PER PLAN ----- 2 2. 1 NEVI LED LEDGER W/ 11. 2xLEDGER W/(2)16d's ® 8" 1 3 0/C. 6'IMIN SIDS 2.5 R INTO C�E➢A16"CH ICI 11 O.C. STUDTAGGERRED 12. (8)16d's PER LAP ® R/R 3. STUDALL PER PLAN 3 12 1. MULTI STUD OR POST P� 2. SIMPSON TS22 STRAP EA. 2 6. A34 RP RR TO BEAM 8 7 3. BEA PER PLAN 7. BEAM ER PLAN 5 5. SIMPSON H6 5TTOR TS22 POST ® BEA ®POST TO BEAM A. SHEAR TRANSFER DETAIL 15 CONNECTION DETAIL 110 CONNECTION DETAIL 5 Restrictive Notice THESE DESIGNS, DRAWINGS & ENGINEERS INC.. ALL INFORMATION SHOWN IS CONFIDENTIAL TO ALL RECIPIENTS. NO PART OF THESE DRAWINGS CAN BE COPIED, TRANSFERRED, OR 'EPRODUCED WITHOUT WRITTEN CONSENT OF TMC ENGINEERS Q�OF ESS/p� A,GLLJ F2 c o. 72324 � * Exp. 6/30/24 �1V0- �Q 9� CALIF ■ J UQ Z� U) U � � o U V) rj � W ♦ o0 W a Z ZQ o U j Lu Z O sCT� uj Q3 N W~ °� a�i U � > UQW Cn V a� c a� C) z O Q N O CL U Q uj Q z Q U z � IzV J' Q 'W^ W Q (j)? LL 0 W 0= �0 V) N Q oC Q CL SCALE: AS -SHOWN -) DATE: 1215124 DESIGNED BY: T.C. CHECKED BY: T.C. SHEET S-2 JOB NO. 8824VL VCE Restrictive Notice THESE DESIGNS, DRAWINGS & ENGINEERS INC.. ALL INFORMATION SHOWN IS CONFIDENTIAL TO ALL RECIPIENTS. NO PART OF THESE DRAWINGS CAN BE COPIED, TRANSFERRED, OR 'EPRODUCED WITHOUT WRITTEN CONSENT OF TMC ENGINEERS Q�OF ESS/p� A,GLLJ F2 c o. 72324 � * Exp. 6/30/24 �1V0- �Q 9� CALIF ■ J UQ Z� U) U � � o U V) rj � W ♦ o0 W a Z ZQ o U j Lu Z O sCT� uj Q3 N W~ °� a�i U � > UQW Cn V a� c a� C) z O Q N O CL U Q uj Q z Q U z � IzV J' Q 'W^ W Q (j)? LL 0 W 0= �0 V) N Q oC Q CL SCALE: AS -SHOWN -) DATE: 1215124 DESIGNED BY: T.C. CHECKED BY: T.C. SHEET S-2 JOB NO. 8824VL VCE z O Q N O CL U Q uj Q z Q U z � IzV J' Q 'W^ W Q (j)? LL 0 W 0= �0 V) N Q oC Q CL SCALE: AS -SHOWN -) DATE: 1215124 DESIGNED BY: T.C. CHECKED BY: T.C. SHEET S-2 JOB NO. 8824VL VCE SCALE: AS -SHOWN -) DATE: 1215124 DESIGNED BY: T.C. CHECKED BY: T.C. SHEET S-2 JOB NO. 8824VL VCE DR A W N B Y ST D I S S U E D A T E RE V I E W E D B Y DA T E I S S U E D SH E E T N O . TI T L E DE S C R I P T I O N SI T E I D SI T E A D D R E S S Project Management P P M 2230 W. Chapman Ave # 200 Orange CA 92868 BY DE S C R I P T I O N DA T E RE V DR A W N B Y ST D I S S U E D A T E RE V I E W E D B Y DA T E I S S U E D SH E E T N O . TI T L E DE S C R I P T I O N SI T E I D SI T E A D D R E S S Project Management P P M 2230 W. Chapman Ave # 200 Orange CA 92868 BY DE S C R I P T I O N DA T E RE V CITY OF SANTA ANA d Building Agency I CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name: RESIDENCE : ADDI I ION Calculation Date/Time: 2024-04-23T22:03:41-07:00 (Page 7 of 12) Calculation Description: Title 24 Analysis Input File Name: 8824VL 724 S Maxine St, Santa Ana, CA 92704 T24.ribd22x OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Interior / Exterior Total Cavity Construction Name Surface Type Construction Type Framing R-value Continuous U-factor Assembly Layers R-value Inside Finish: Gypsum Board R-15 Walll Interior Walls Wood Framed Wal 2 x 4 i 16 in O. C. R-15 None / None 0.086 Cavity/ Frame: R-15 / 20 Other Side Finish: Gypsum Board Roofing: 10 PSF (RoofTileAirGap) Attic Roof1ST FLOOR Wood Framed Tile Gap: present Attic Roofs 2x4 @ 24 in. O. C R-C None / None 4 Roof Deck: Wood EXISTING HOUSE Ceiling Siding/sheathing/decking Cavity / Frame: no insul. / 2x4 Roofing: Light Roof (Asphalt Shingle) Attic RooflST FLOOR Attic Roof, Wood Framed 2x6 @ 16 in. O. C. R 1 `_ None / None 0.069 Roof Deck: Wood NEW Ceiling Siding/sheathing/decking Cavity / Frame: R-15 / 2x6 Ceilings (below Wood Framed Cavity / Frame: no insul. / 2x4 R-0 Roof Attic attic) Ceiling 2x4 @ 24 in. O. C. R-C None None 0.481 Inside Finish: Gypsum Board Over Ceiling Joists: R-28.9 insul. R-38 Roof Attic Ceilings (below Wood Framed 2x4 @ 24 in. 0. C. R 38 None / None 0,025 Cavity / Frame: R-9.1 / 2x4 attic) Ceiling Inside Finish: Gypsum Board BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 05 Quality Insulation Installation (QII) High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50 Not Required Not Required N/A Registration Number: 424-P010070839A-000-000-0000000-0000 Registration Date/Time: 04/23/2024 22:03 HERS Provider: CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services ((CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this documenF. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-04-23 22:04:13 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name: RESIDENCE : ADDITION Calculation Date/Time: 2024-04-23T22:03:41-07:00 (Page 8 of 12) Calculation Description: Title 24 Analysis Input File Name: 8824VL 724 S Maxine St, Santa Ana, CA 92704 T24.ribd22x WATER HEATING SYSTEMS 01 02 03 04 0S 06 07 08 09 10 11 12 Verified Existing Water Distribution Water Heater Number of Solar Heating Compact HERS Water Heater Name System Type Status Existing Heating Type Name Units System Distribution Verification Name (N) Condition System Domestic M �V W" i ilot Water Stand,ic DHW Heate, 1 n/a None n/a DHW Heat,-, Cxisting N�., (DHW) 1 1 (1) WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 Tank Standby Heating Heating Input 1st Hr. Verified Name Element Tank Type it of Tank Vol. Efficiency Efficiency Rated Rating or Insulation Loss or Rating or Tank Location Status Existing Units (gal) Input Type Recovery Type Type Pilot (Rnt/Ext) Flow Rate Condition DHWGI Consumer 1 50 I,FF 0-56 Btu/Hr 75000 C 78 80 Fxl;tini; No Heater I Storage WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution Type Recirculation Control Shower Drain Water Heat Recovery DI IW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required Registration Number: 424-P01 7 A- 0 0 Registration Date/Time: 4123/2 24 22: HERS Provider: CHEERS 00 0839 000 000 0000 0 0000 0 0 03 C S /T f; g NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CA Building Energy Efficiency Standards- 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-04-23 22:04:13 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name: RESIDENCE : ADDI I ION Calculation Date/Time: 2024 04-23I22:03:41 07:00 (Page 9 of 12) Calculation Description: Title 24 Analysis Input File Name: 8824VL 724 S Maxine St, Santa Ana, CA 92704 T24.ribd22x SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 Heating Cooling Required Verified Heating Unit Cooling Unit Distribution Existing HVAC Name System Type Equipment Equipment Fan Name Thermostat Status Existing Name Count Name Count Name Type Condition System Heating and Heating Cooling Air HVAC cooling Component 1 Component I HVAC Fan 1 Distribution n/a I a,tmh N Systeml system other 1 1 System 1 Heat pump HVAC heating Heat Pump 1 Heat Pump 1 n/a n/a Sm:,,uk d•u: N�, System2 cooling System 2 System 2 HVAC - HEATING UNIT TYPES 01 02 03 04 Name System Type Number of Units Heating Efficiency Heating Component 1 Central gas furnace 1 AFUE-96.1 HVAC - COOLING UNIT TYPES 01 02 03 04 05 06 07 08 09 Name System Type Number of Units Efficiency Metric Efficiency Efficiency Zonally Controlled Mulit-speed HERS Verification EER/EER2/CEER SEER/SEER2 Compressor Cooling Central packaged Cooling 1 EER2/SEER2 10.6 134 Not Zonal Single Speed Component Component 1 AC 1-hers-cool Registration Number: 424-P010070839A-000-000-0000000-0000 Registration Date/Time: 04/23/2024 22:03 HERS Provider: CHEERS NOTICE This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for and cannot guarantee, the accuracy or completeness of the information contained in this document. 9 Y P CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-04-23 22:04:13 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name: RESIDENCE : ADDITION Calculation Date/Time: 2024-04-23T22:03:41-07:00 (Page 4 of 12) Calculation Description: Title 24 Analysis Input File Name: 8824VL 724 S Maxine St, Santa Ana, CA 92704 124.ribd22x ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft) Avg. Ceiling Height Water Heating System 1 Status 1ST FLOOR NEW Conditioned HVAC System2 235 8 DHW Sys 1 New OPAQUE SURFACES 01 02 03 04 05 06 07 08 09 10 11 Name Zone Construction Azimuth Orientation Gross Area (h) Window and Tilt de (g) Wall Exceptions Status Verified Existing Door Area (fil Condition is] FLOOR Front Wall R 0 W,;II 0 F•ow 117.36 48 91) none Existing No EXISTING HOUSE 1ST FLOOR Rear Wall R-0 Wall 180 13,1ck 392.72 76.45 none Existing No EXISTING HOUSE 1ST FLOOR Left Wall R-0 Wall 90 Left 232 61 90 none Existing No EXISTING HOUSE 1ST FLOOR Right Wall R-0 Wall 270 Right 232 28 90 none Existing No EXISTING HOUSE Front Wall 2 1ST FLOOR NEW R-15 Wall 0 Front 123.36 25 90 none New n/a Left Wall 2 1ST FLOOR NEW R-15 Wall 90 Left 122 56 90 none New n/a Right Wall 2 1ST FLOOR NEW R-15 Wall 270 Right 122 25 90 none New n/a 1ST FLOOR Interior Surface EXISTING R-0Walll 111".1 n/a 16S n/a i,,I tuu, No garage HOUSE»1ST FLOOR NEW 1ST FLOOR Interior Surface NEW>>1ST R-15 Walll n/a n/a 123.36 _ n/a Ne:: n/a FLOOR EXISTING HOUSE Roof 1ST FLOOR R-0 Roof Attic n/a n/a 1265 ni, n/a Existing vv EXISTING HOUSE Roof 2 1ST FLOOR NEW I R 38 Roof Attic I nia I n/a 1 235 1 n/a n/a New n/a Registration Number: 424-P010070839A-000-000-0000000-0000 Registration Date/Time: 04/23/2024 22:03 HERS Provider: CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-04-23 22:04:13 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name: RESIDENCE : ADDITION Calculation Date/Time: 2024-04-23T22:03:41-07:00 (Page 5 of 12) Calculation Description: Title 24 Analysis Input File Name: 8824VL 724 S Maxine St, Santa Ana, CA 92704 T24.ribd22x ATTIC 01 02 03 04 05 06 07 08 09 10 Roof Rise Roof Roof Radiant Verified Existing Name Construction Type Cool Roof Status (x in 12) Reflectance Emittance Barrier Condition Attic 1ST FLOOR Attic Roof1ST FLOOR EXISTING HOUSE Ventilated 4 0.1 0.85 No No Existing No EXISTING HOUSE Attic 1ST FLOOR NEW Attic Roof1ST FLOOR NEW Ventilated 4 1 0.1 1 0.85 1 No No I New I n/a FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 Orientatio Width Heigh Area U-factor Exterior Verified Name Type Surface n Azimuth (ft) t (ft) Mult. U-factor Source SHGC SHGC Source Shading Status Existing (ft') Condition Table Table Window Window Front Wall Fron; 0 1 28 1.19 0.83 Bug Screen Existing No 110.6-A 110.6-13 76.4 Table Table Window 2 Window Rear Wall Back 1 11) 1 1.19 0.83 Bug Screen Existing No 5 110.6-A 110.6-13 Window 3 Window Left Wall Left 90 1 61 0.29 NFRC 0.21 NFRC Bug Screen New NA able Window 4 Window Right Wall Right 270 1 28 1.19 0.83 Bug Screen Existing No 1TableA 1 Window 5 Window Front Will 2 Front 0 1 25 0.29 NFRC 0.21 NFRC Bug Screen New NA Window 6 Window Left Wall 2 Left 90 1 36 0.29 NFRC 0.21 NFRC Bug Screen New NA Window 5-2 Window Right Wall 2 Right 2 0 1 25 0.29 NFRC 0.21 NFRC Bug Screen New NA OPAQUE DOORS 01 02 03 04 05 06 Name Side of Building Area (ft) U-factor Status Verified Existing Condition Door Front Wall 20 0.5 New n/a Registration Number: 424-P 10070839A-000-000-000 000-0000 Registration Date/Time: 04/23/2024 22:03 HERS Provider: CHEER 0 0 S g g / NOTICE: This document has been generated by California Home Energy EfficiencyR Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS, Therefore, CHEERS is not responsible for , and cannot guarantee, the accuracy or completeness o/ the information contained in this document. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-04-23 22:04:13 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name: RESIDENCE : ADDITION Calculation Date/Time: 2024-04-23T22:03:41-07:00 (Page 6 of 12) Calculation Description: I itle 24 Analysis Input File Name: 8824VL 724 S Maxine St, Santa Ana, CA 92704 T24.ribd22x OPAQUE DOORS 01 02 03 04 05 06 Name Side of Building Area (ftz) U-factor Status Verified Existing Condition Door 2 Left Wall 2 20 0.5 New n/a SLAB FLOORS 01 02 03 04 05 06 07 08 09 10 Edge Insul. Edgeinsul. Name Zone Area (ft z) Perimeter (ft) R-value and R-value and Carpeted Fraction Heated Status Verified Existing Depth Depth Condition 1ST FLOOR Slab EXISTING 1265 100-4 none 0 8C' No Existing No HOUSE Slab 2 1ST FLOOR NEW 235 80 none 0 80", No New n/a OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Interior / Exterior Total Cavity Construction Name Surface Type Construction Type Framing Continuous U-factor Assembly Layers R-value R-value Inside Finish: Gypsum Board R-0 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. 0. C. R C None / None 0.361 Cavity / Frame: no insul. / 2x4 Exterior Finish: 3 Coat Stucco Inside Finish: Gypsum Board Cavity / Frame: R-15 / 2x4 R-15 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. 0. C. R 1S None/ None 0.087 Sheathing / Insulation: Wood Siding/sheathing/decking Exterior Finish: 3 Coat Stucco Inside Finish: Gypsum Board R-0 Walll Interior Walls Wood Framed Wall 2x4 @ 16 in. 0. C. R-C None / None 0.277 Cavity / Frame: no insul. / 2x4 Other Side Finish: Gypsum Board Registration Number: 424-P010070839A-000-000-0000000-0000 Registration Date/Time: 04/23/2024 22:03 HERS Provider: CHEERS NOTICE: This document has been eneiated b California Home Energy Efficiency Ratio Services CHEERS using information uploaded b third rttes not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for 9 Y 9Y g (CHEERS) g Y Pa P and cannot guarantee, the accuracy or completeness of the information contained in this document. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-04-23 22:04:13 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: RESIDENCE : ADDITION Calculation Date/Time: 2024-04-23T22:03:41-07:00 Calculation Description: Title 24 Analysis Input File Name: 8824VL 724 S Maxine St, Santa Ana, CA 92 CF1R-PRF-01E (Page 1 of 12 124.ribd22x GENERAL INFORMATION 01 Project Name RESIDENCE : ADDITION 02 Run Title I itle 24 Analysis 03 Project Location 724 S Maxine St, 04 City Santa Ana 05 Standards Version 2022 06 Zip code 92704 07 Software Version CBECC-Res 20 2.2.1 08 Climate Zone 8 09 Front Orientation (deg/ Cardinal) 0 10 Building Type Single family 11 Number of Dwelling Units 1 Master I 12 Project Scope Addition and/or Alteration 13 Number of Bedrooms 4 14 Addition Cond. Floor Area (ftz) 235 15 Number of Stories 1 Date: 16 Existing Cond. Floor Area (ftz) 1265 17 Fenestration Average U-factor 0.29 18 Total Cond. Floor Area (ftz) 1500 19 Glazing Percentage (%) 18.60'% 20 ADU Bedroom Count n/a COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Special Features shown below Registration Number: 424-P010070839A-000-000-0000000-0000 Registration Date/Time: 04/23/2024 22:03 HERS Provider: CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-04-23 22:04:13 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name: RESIDENCE : ADDITION Calculation Date/Time: 2024-04-23T22:03:41-07:00 (Page 2 of 12) Calculation Description: Title 24 Analysis Input File Name: 8824VL 724 S Maxine St, Santa Ana, CA 92704 T24.ribd22x ENERGY USE SUMMARY Energy Use Standard Design Source EnergyEDR1 kBtu/ftz -yr) ( )( Standard Design TDV Energy (EDR2 kTDV ftz r )( / -Y) Proposed Design Source Energy EDRl kBtu/ftz -yr) gY( )( Proposed Design TDV Energy (EDR2 kTDV/ftz -yr) )( Compliance Margin (EDR1) Compliance Margin (EDR2) Space Heating 0 15.62 0 16.95 -1.33 Space Cooling 89.83 0 88.33 1.5 IAQ Ventilation 0 0 0 Water Heating 0 46.09 0 46.09 i Self Utilization/Flexibility Credit Efficiency Compliance Total 0 151.54 0 151.37 0 0.17 Photovoltaics 0 0 Battery 0 Flexibility Indoor Lighting U 7.09 0 7.09 Appl. & Cooking 0 16.14 0 16.13 Plug Loads 43.49 0 43.49 Outdoor Lighting 0 1.67 0 1.67 TOTAL COMPLIANCE 0 219.93 0 219.75 Registration Number: 424-P010070839A-000-000-0000000 0000 Registration Date/Time: 04/23/2024 22:03 HERS Provider: CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-04-23 22:04:13 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name: RESIDENCE : ADDITION Calculation Date/Time: 2024-04-23T22:03:41-07:00 (Page 3 of 12) Calculation Description: Title 24 Analysis Input File Name: 8824VL 724 S Maxine St, Santa Ana, CA 92704 T24.ribd22x ENERGY USE INTENSITY Standard Design (kBtu/ftz - yr) Proposed Design (kBtu/ftz - yr) Compliance Margin (kBtu/ftz - yr) Margin Percentage Gross EUI1 32.52 32.68 -0.16 -0.49 Net EUI2 32.52 32.68 0.16 0,411 Notes 1. Gross EUI is Energy Use Total (not including PV) / Total Building Area. 2. Net EUI is Energy Use Total (including PV) / Total Building Area, 2EQUIRED SPECIAL FEATURES The following are features that roust be installed as condition for meeting the modeled energy performance for this corputer analysis. • Insulation below roof deck HERS FEATURE SUMMARY The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the buildng tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry Refrigerant Charge verification required if a refrigerant containing component is altered Verified heat pump rated heating capacity Duct leakage testing BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft z) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems RESIDENCE : ADDITION 1 S00 1 2 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ftz) Avg. Ceiling Height Water Heating System 1 Status 1ST FLOOR EXISTING HOUSE Conditioned HVAC Systeml 1265 8 DHW Sys 1 Existing Unchanged Registration Number; 424-P 1 7 A- - - Registration Date/Time: 4/2 /2 24 22 HERS Provider: CHEERS b 0 00 0839 000 000 0000000-0000 g /T 0 3 0 03 C S NOTICE: This document has beengenerated byCalito California Home Energy Efi i n Rating Services (CHEERS) in information uploaded by third part ies not af(rliaced with r related to CHEERS. 7h r fore, CHEER i notresponsiblefor, leenesand cannot guarantee, the accuracy or comps of the inlornallon concain;n thisdocument. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-04-23 22:04:13 Schema Version: rev 20220901 E THESE DESIGNS, DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TMC ENGINEERS INC.. ALL INFORMATION SHOWN IS CONFIDENTIAL TO ALL RECIPIENTS. NO PART OF THESE DRAWINGS CAN BE COPIED, TRANSFERRED, OR ?EPRODUCED WITHOUT WRITTEN CONSENT OF TMC ENGINEERS �o Q�OFN SS/p�� CyG F'G y o. 72324 * Exp. 6/30/24 0/V\\- �P 9� OF CND. ■ UJ Z� r_ U) W W a 0 '0 m Z li:4 0 LU a `L ZLuVN W a :3 W ♦ T .-oi L.�J jl":� M U L UJ Q Q Uz r^� W UJ v, W Qi J SCALE: AS -SHOWN DATE: 04/23/24 DESIGNED BY: T.C. CHECKED BY: T.C. SHEET T-24A :NO. 8824VL L NCE CITY OF SANTA ANA Planning and Building Agency 0 2022 Single -Family Residential Mandatory Requirements Summary Space Conditioning System Airflow Rate and Fan Efficacy. Space conditioning systems that use ducts to supply cooling must have a hole for the placement of a static pressure probe or a permanently installed static pressure probe in the supply plenum Airflow must § 150.0(m)13: be _> 350 CFM per ton of nominal cooling capacity. and an air -handling unit fan efficacy s 0.45 watts per CFM for gas furnace air handlers and <_ 0.58 watts per CFM for all others. Small duct high velocity systems must provide an airflow >_ 250 CFM per ton of nominal cooling capacity, and an air -handling unit fan efficacy <_ 0.62 watts per CFM. Field verification testing is required in accordance with Reference Residential Appendix RA3.3. Ventilation and Indoor Air Quality: § 150.0(0)1: Requirements for Ventilation and Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2, " Ventilation and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in § 150.0(o)1. § 150.0(0)16: Central Fan Integrated (CFI) Ventilation Systems. Continuous operation of CFI air handlers is not allowed to provide the whole- dwelling unit ventilation airflow required per §150.0(o)1C. A motorized damper(s) must be installed on the ventilation duct(s) that prevents all airflow through the space conditioning duct system when the dampers) is closed andcontrolled per §150.0(o)1Biii&iv. CFI ventilation systems must have controls that track outdoor air ventilation run time, and either open or close the motorized dampers) for compliance with 150.0 0 1C. Whole -Dwelling Unit Mechanical Ventilation for Single -Family Detached and townhouses . Single-family detached dwelling units. § 150.0(o)1C: and attached dwelling units not sharing ceilings or floors with other dwelling units, occupiable spaces, public garages, or commercial spaces must have mechanical ventilation airflow specified in § 150.0(o)lCi-iii. § 150.0(0)1 G Local Mechanical Exhaust. Kitchens and bathrooms must have local mechanical exhaust, nonenclosed kitchens must have demand - controlled exhaust system meeting requirements of §150.0(o)1Giii enclosed kitchens and bathrooms can use demand -controlled or continuous exhaust meeting §150.0(0)1 Giii-iv. Airflow must be measured by the installer per §150.0(o)1Gv. and rated for sound per 150.0 0 1 Gvi. ' § 150.0(o)1H&I: Airflow Measurement and Sound Ratings of Whole -Dwelling Unit Ventilation Systems. The airflow required per § 150 0(o)1C must be measured by using a flow hood. flow grid, or other airflow measuring device at the fan's inlet or outlet terminals/grilles per Reference Residential Appendix RA3.7. Whole -Dwelling unit ventilation systems must be rated for sound per ASHRAE 62.2 §7.2 at no less than the minimum airflow rate required by §150,0(0)1 C. Field Verification and Diagnostic Testing. Whole -Dwelling Unit ventilation airflow, vented range hood airflow and sound rating § 150.0(o)2: and HRV and ERV fan efficacy must be verified in accordance with Reference Residential Appendix RA3.7. Vented range hoods must be verified per Reference Residential Appendix RA3.7.4.3 to confirm if it is rated by HVI or AHAM to comply with the airflow rates and sound requirements per §150.0(o)1G Pool and Spa Systems and Equipment: Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following: compliance § 110.4(a) with the Appliance Efficiency Regulations and listing in MAEDbS an on -off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting: a permanent weatherproof late or card with operating instructions and must not 1 9 9• p P p P 9 use electric resistance heating. ' Piping. Any pool or spa heating system or equipment must be installed with at least 36 inches of pipe between the filter and the heater, or § 110.4(b)1: dedicated suction and return lines, or built-in or built-up connections to allow for future solar heating. § 110.4(b)2: Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover. Directional Inlets and Time Switches for Pools. Pools must have directional inlets that adequately mix the pool water. and a time § 110.4(b)3: switch that will allow all Pumps to be set or programmed to run onl durin off-peak electric demand periods. § 110.5: Pilot Light. Natural gas pool and spa heaters must not have a continuously burning pilot light. Pool Systems and Equipment Installation. Residential ooI systems orequipment must meet the specified requirements for um YP YP q pump 150.0 § (P) sizing. flow rate. piping. filters, and valves. Lighting: Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable § 110.9: requirements of § 110.9. ' § 150.0(k)1A: Luminaire Efficacy. All installed luminaires must meet the requirements in Table 15i except lighting integral to exhaust fans. kitchen range hoods. bath vanity mirrors. and garage door openers; navigation lighting less than 5 watts: and lighting internal to drawers. cabinets, and linen closets with an efficacy of at least 45 lumens per watt. 150.0 k 1 B: () I Screw based luminaires. Screw based luminaires must contain lamps that comply with Reference Joint Appendix JAB. ' § 150.0(k)1C: Recessed Downli ht Luminaires in Ceilings. Luminaires recessed into ceilings must not contain crew based sockets. must be airtight, g s g e d o g t s s s r California Electrical 4 1 and must be sealed with a gasket o caulk. Ca I ornia Elect cal Code § 10. 16 must also be met. Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JA8 150.0 1D: § O elevated temperature requirements,including marking requirements.must not be installed in enclosed or recessed luminaires. § 150.0(k)1 E: Blank Electrical Boxes. The number of electrical boxes that are more than five feet above the finished floor and do not contain a Luminaire or other device shall be no more than the number of bedrooms. These boxes must be served by a dimmer, vacancy sensor control. low voltage wiring,or fan seedcontrol. Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust § 150.0(k)l F: hoods) must meet the applicable requirements of § 150.0(k). ' � nm, , , - 2022 Single -Family Residential Mandatory Requirements Summary r § 150.0(k)1 G: Screw based luminaires. Screw based luminaires must contain lamps that comply with Reference Joint Appendix JA8. ' Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JA8 § 150.0(k)1H: elevated temperature requirements including marking requirements. must not be installed in enclosed or recessed luminaires. Light Sources in Drawers, Cabinets, and Linen Closets. Light sources internal to drawers cabinetry or linen closets are not required § 150.0(k)11: to comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of power, emit no more than 150 lumens. and are equipped with controls that automatically turn the lighting off when the drawer, cabinet or linen closet is closed. § 150.0(k)2A: Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. § 150.0(k)26: Interior Switches and Controls. Exhaust fans must be controlled separately from lighting systems. ' Accessible Controls. Lighting must have readily accessible wall -mounted controls that allow the lighting to be manually turned § 150.0(k)2A: on and off. ' Multiple Controls. Controls must not bypass a dimmer, occupant sensor, or vacancy sensor function if the dimmer or sensor is installed § 150.0(k)2B: to comply with § 150 D k § 150.0(k)2C: Mandatory Requirements. Lighting controls must comply with the applicable requirements of § 110.9 Energy Management Control Systems. An energy management control system (EMCS) may be used to comply with dimming, § 150.0(k)2D occupancy, and control requirements if it provides the functionality of the specified control per § 110.9 and the physical controls specified in § 150.0 k 2A. Automatic Shutoff Controls. In bathrooms. garages, laundry rooms utility rooms and walk-in closets, at least one installed luminaire § 150 0(k)2E: must be controlled by an occupancy or vacancy sensor providing automatic -off functionality. Lighting inside drawers and cabinets with opaque fronts or doors must have controls that turn the light off when the drawer or door is closed. Dimmers. Lighting in habitable spaces (e.g.. living rooms. dining rooms, kitchens. and bedrooms) must have readily accessible wall- § 150 0(k)2F: mounted dimming controls that allow the lighting to be manually adjusted up and down. Forward phase cut dimmers controlling LED light sources in theses aces must comply with NEMA SSL 7A § 150.0(k)2K: Independent controls. Integrated lighting of exhaust fans shall be controlled independently from the fans. Lighting under cabinets or shelves, lighting in display cabinets, and switched outlets must be controlled separately from ceiling -installed lighting Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to § 150 0(k)3A other buildings on the same lot, must have a manual on/off switch and either a photocell and motion sensor or automatic time switch control or an astronomical time clock. An energymanagement controls stem that provides the specified control functionality and meets all 9 Y P p Y e e eee applicable r requirements may b used to meet these requirements. Internally illuminated address signs. Internally illuminated address signs must either comply with § 140 8 or consume no more than 5 §15 .0 k 4: watts of power. Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the § 150.0(k)5: applicable requirements for nonresidential garages in §§ 110.9, 130.0, 130.1.130A, 140.6, and 141.0. Solar Readines s: Single-family Residences. Single-familyresidences located in subdivision with 10 or more single-family residences and where the g y e s g y § 110 10(a)l : application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency. which do not have a photovoltaic system installed, must comply with the requirements of § 110.10 b - e . Minimum Solar Zone Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access, thwa smoke ventilation, and spacing requirementsifi d in Title 24 Part 9 or other parts of Title 4 r in an c s. a oass ec e a s T e2 0 P Y• �P P Y requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 §110.10(b)1A: square feet each for buildings with roof areas greater than 10,000 square feet. For single-family residences, the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feel. ' § 110.10(b)Z Azimuth. All sections of the solar zone located on steep -sloped roofs must have an azimuth between 90-300° of true north. Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof § 110.10(b)3A: mounted equipment. Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the § 110.10(b)36: horizontal distance of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone measured in the vertical plane ' Structural Design Loads on Construction Documents. For areas of the roof designated as a solar zone, the structural design loads for § 110.10(b)4: roof dead load and roof live load must be clearly indicated on the construction documents. Interconnection Pathways. The construction documents must indicate: a location reserved for inverters and metering equipment anda § 110.10(c): pathway reserved for routing of conduit from the solar zone to the point of interconnection with the electrical service: and for single-family residences and central water -heating systems, a pathway reserved for routing plumbing from the solar zone to the water -heating system. Documentation. A copy of the construction documents or a comparable document indicating the information from § 110.10(b)-(c) must be § 110 10(d): provided to the occupant. § 110.10(e)1: Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps. § 110.10(e)2: Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole "For circuit breaker for a future solar electric installation. The reserved space must be permanently marked as Future Solar Electric.' Electric and Enerov Storaoe Readv: ,N 2022 Single -Family Residential Mandatory Requirements Summary § 150.0(s) Energy Storage System (ESS) Ready. All single-family residences must meet all of the following: Either ESS-ready interconnection equipment with backed up capacity of 60 amps or more and four or more ESS supplied branch circuits. or a dedicated raceway from the main service to a subpanel that supplies the branch circuits in § 150.0(s): at least four branch circuits must be identified and have their source collocated at a single panelboard suitable to be supplied by the ESS_ with one circuit supplying the refrigerator, one lighting circuit near the primary exit. and one circuit supplying a sleeping room receptacle outlet: main panelboard must have a minimum busbar rating of 225 amps: sufficient space must be reserved to allow future installation of a system isolation equipmenVtransfer switch within 3' of the main panelboard with raceways installed between the panelboard and the switch location to allow the connection of backup power source. § 150.0(t) Heat Pump Space Heater Ready. Systems using gas or propane furnaces to serve individual dwelling units must include. A dedicated unobstructed 240V branch circuit wiring installed within 3 of the furnace with circuit conductors rated at least 30 amps with the blank cover identified as '240V ready" and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently marked as For Future 240V use." § 150 Electric Cooktop Ready. Systems using gas or propane cookop to serve individual dwelling units must in Iue A dedicated toted unobstructed 240V branch circuit wiring installed within 3of the cooktop with circuit conductors rated at least 50 amps with the blank cover identified as '240V ready:' and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently marked as For Future 240V use.' § 150.0(v) Electric Clothes Dryer Ready. Clothes dryer locations with gas or propane plumbing to serve individual dwelling units must include A dedicated unobstructed 240V branch circuit wiring installed within 3' of the dryer location with circuit conductors rated at least 30 amps with the blank cover identified as "240V ready:" and a reserved plain electrical service panel space to allow for the installation of a double pole circuit breaker permanently marked as "For Future 240V use." 2022 Single -Family Residential Mandatory Requirements Summary NOTE: Single-family residential buildings subject to the Energy Codes must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more information. (04/2022) Building Envelope: Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 CFM per square foot or § 110.6(a)1: less when tested per NFRC-400. ASTM E283. or AAMA/WDMA?CSA 101/I.S.2r'A440-2011. ' § 110.6(a)5: Labeling. Fenestration products and exterior doors must have a label meeting the requirements of § 10-111(a). Field fabricated exterior doors and fenestration products must use U-factors and solar heat gain coefficient (SHGC) values from § 110.6(b): Tables 110.E A, 110.6-B, or JA4.5 for exterior doors. They must be caulked and/or weather- stripped. ' Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be § 110.7: caulked, gasketed, or weather stripped. § 110 8(a): Insulation Certification by Manufacturers. Insulation must be certified by the Department of Consumer Affairs Bureau of Household Goods and Services BHGS § 110 8( ): Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g) Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the § 110 8(i): roofing material must meet the requirements of § 110 8(i) and be labeled per §10-113 when the installation of a cool roof is specified on the CF1R. § 110.8i Radiant Barrier. When required, radiant barriers must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs. Roof Deck, Ceiling and Rafter Roof Insulation. Roof decks in newly constructed attics in climate zones 4 and 8-16 area -weighted average U-factor not exceeding U-0.184 Ceiling and rafter roofs minimum R-22 insulation in wood -frame ceiling: or area -weighted average § 150.0(a): U-factor must not exceed 0,043. Rafter roof alterations minimum R-19 or area -weighted average U-factor of 0.054 or less. Attic access doors must have permanently attached insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a roof or ceiling which is sealed to limit infiltration and exfiltration ' asspecified in § 110.7. including but not limited to placing insulation either above or below the roof deck or on top of a drywall ceiling. § 150.0(b): Loose -fill Insulation. Loose fill insulation must meet the manufacturer's required density for the labeled R-value. Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framing wall or have a U-factor of 0.102 or less. or R-20 in 2x6 inch wood § 150.0(c): framing or have a U-factor of 0,071 or less. Opaque non -framed assemblies must have an overall assembly U-factor not exceeding 0.102. Masonry walls must meet Tables 150.1-A or B. ' § 150.0(d): Raised -floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U-factor. ' Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone § 150.0(Q: without facings, no greater than 0.3 percent, have a water vapor permeance no greater than 2.0 perm per inch: be protected from physical damage and UV light deterioration and. when installed as part of a heated slab floor, meet the requirements of § 110.8(g). Vapor Retarder. In climate n 1 through 1 the earth floor f n e crawl space must be over with a Class r la II ap zones t ug 6. o unve t d w pa us covered s I o Class § 150.0f9)1: vapor retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to 150.0 d Vapor Retarder. Inclimate zones 14 and 16, a Class I or Class II vapor retarder must be installed on theconditioned spaceside of § 150 0(g)2: all insulation in all exterior walls, vented attics, and unvented attics with air -permeable insulation. Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have ' § 150.0(q): a maximum U-factor of 0.45; or area -weighted average U-factor of all fenestration must not exceed 0.45 Fireplaces, Decorative Gas Appliances, and Gas Log: § 110.5(e) Pilot Light. Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces. § 150.0(e)1: Closable Doors. Masonry or factory -built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)2: Combustion Intake. Masonry or factory -built fireplaces must have a combustion outside air intake. which is at least six square inches in area and is equipped with a readily accessible, operable, and tight -fitting damper or combustion -air control device. § 150 0(e)3 Flue Damper. Masonry or factory -built fireplaces must have a flue damper with a readily accessible control. ' Space Conditioning, Water Heating, and Plumbing System: Certification. Heating, ventilation, and air conditioning (HVAC) equipment. water heaters, showerheads, faucets and all other § 110.0-§ 110 3: regulated appliances must be certified by the manufacturer to the California Energy Commission. § 110.2O HVAC Efficiency. Equipment must meet the applicable efficiency requirements in Table 110 2-A through Table 110.2-N Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance heaters must have controls s that supplementaryheateroperationwh n the heatingload can be b the heat um alone: e, and In which the cut -on temperature for compression heating is higher than the cut -on temperature for supplementary heating, and the cut-off temperature for compression heating is higher than the cut-off temperature for supplementary heating. Thermostats. Thermostats. All heating or cooling systems not controlled by a central energy management control system (EMCS) must have a § Ill thermostat. ' Insulation. Unfired service water heater storage tanks and solar water -heating backup tanks must have adequate insulation, or tank 110.3 c 3: surface heat loss rating. Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBtu per hour (2 kW) must have isolation valves with § 110.3(c)6: hose bibbs or other fittings on both cold and hot water lines to allow for flushing the water heater when the valves are closed. 5i 4S 2022 Single -Family Residential Mandatory Requirements Summary Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaceshousehold cooking appliances § 110.5: (except appliances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu per hour ): and pool and spa heaters. ' Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with the ASHRAE Handbook, § 150.0(h)1: Equipment Volume, Applications Volume. and Fundamentals Volume; the SMACNA Residential Comfort System Installation Standards Manual; or the ACCA Manual J using design conditions specified in § 150.0(h)2. § 150.0(h)3A: Clearances. Air conditioner and heat pump outdoor condensing units must have a clearance of at least five feet from the outlet of any dryer Liquid Line Drier. Air conditioners and heat pump systems must be equipped with liquid line filter driers if required as specified by the § 150.0(h)3B: manufacturer's instructions. Water Piping, Solar Water -heating System Piping, and Space Conditioning System Line Insulation. All domestic hot water 15i piping must be insulated asspecified in § 609.11 of the California Plumbing Code. ' Insulation Protection. Piping insulation must be protected from damage. including that due to sunlight. moisture, equipment' § 151( OQ)2: maintenance, and wind as required by §120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no adhesive tapes). Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must include. or be protected by. a Class I or Class II vapor retarder. Pipe insulation buried below grade must be installed in a waterproof and non -crushable casing or sleeve. Gas or Propane Water Heating Systems. Systems using gas or propane water heaters to serve individual dwelling units must designate a space at least 2.5 x 2.5 x 7' suitable for the future installation of a heat pump water heater, and meet electrical and § 150.0(n)1: plumbing requirements. based on the distance between this designated space and the water heater location; and a condensate drain no more than 2" higher than the base of the water heater Solar Water -heating Systems. Solar water -heating systems and collectors must be certified and rated by the Solar Rating and § 150.0(n)3: Certification Corporation (SRCC), the International Association of Plumbing and Mechanical Officials. Research and Testing (IAPMO R&T), or by a listing agency that is approved by the executive director. Ducts and Fans: Ducts. Insulation installed on an existing space cond' i nipg duct must comply with § 604.0 of the California Mechanical Code (CMC). If a 110.8 d 3: § O contractor installs the insulation. the contractor must certify to the customer, in writing, that the insulation meets this requirement. Y � 9� q CMC Compliance. All air-distributi n system ducts and plenums must meet CMC §§601. -605.0 and AN II MACNA 0 06-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply -air and return -air ducts and plenums must be insulated to R-6.0 or higher; ducts located entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8) do not require insulation. Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with mastic, tape. or other duct -closure system that meets the applicable UL requirements. or aerosol sealant that meets UL 723. § 150.0(i . The combination of mastic and either mesh or tape must be used to seal openings greater than ,%-, If mastic or tape is used. Building cavities, air handler support platforms. and plenums designed or constructed with materials other than sealed sheet metal. duct board or flexible duct must not be used to convey conditioned air Building cavities and support platforms may contain ducts: ducts installed in theses aces must not be compressed.* Factory -Fabricated Duct Systems. Factory -fabricated duct systems must comply with applicable requirements for duct construction, § 150.0(m)2: connections. and closures. joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct tapes unless such toe is used in combination with mastic and draw bands. Field -Fabricated Duct Systems. Field -fabricated duct systems must comply with applicable requirements for: pressure -sensitive tapes, § 150.0(m)3: mastics. sealants, and other requirements specified for duct construction. § 150.0(m)7: Backdraft Damper. Fan systems that exchange air between the conditioned space and outdoors must have backdraft or automatic dampers. Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible, § 150.0(m)8: manually operated dampers in all openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents. Protection of Insulation. Insulation must be protected from damage due tosunlight. moisture, equipment maintenance and wind. § 150.0(ni Insulation exposed to weather must be suitable for outdoor service (e.g., protected by aluminum, sheet metal, painted canvas. or plastic cover). Cellular foam Insulation must be protected as above or painted with a water retardant and solar radiation -resistant coating. § 150.0(m)10: Porous Inner Core Flex Duct. Porous inner cores of flex ducts must have a non -porous layer or air barrier between the inner core and outer vapor barrier. Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an § 150.0(m)11: occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.1. Air Filtration. Space conditioning systems with ducts exceeding 10 feet and the supply side of ventilation systems must have MERV 13 § 150.0(m)12: or equivalent filters. Filters for space conditioning systems must have a two inch depth or can be one inch if sized per Equation 150.0-A. Clean -filter pressure drop and labeling must meet the requirements in §150.0(m)12. Filters must be accessible for regular service. Filter racks or grilles must use gaskets, sealing, or other means to close gaps around the inserted filters to and prevents air from bypassing the filter. ' 5/6/22 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: RESIDENCE : ADDITION Calculation Description: Title 24 Analysis Calculation Date/Time: 2024-04-23T22:03:41-07:00 Input File Name: 8824VL 724 S Maxine St, Santa Ana, CA 92 CF1R-11"RF-OlE (Page 10 of 1 124.rili HVAC - HEAT PUMPS 01 02 03 04 05 06 07 08 09 10 11 12 Heating Cooling Name System Type Number of Zonally Compress HERS Verification Efficiency HSPF / Efficiency SEER / EER / Units HSPF2 If Cap 47 Cap 17 EER If Controlled Type Type Type SEER2 COP CEER Heat Pump Ductless MiniSp t Single at Pump 5 t System 2 HP 1 HSPF 10 12000 g000 FFRSrr R 18 13.6 Not Tonal Speed :,'1Tf. HY I HVAC HEAT PUMPS - HERS VERIFICATION • 01 02 03 04 05 06 07 08 09 Name Verified Airflow Airflow Target Verified EER/EER2 Verified Verified Refrigerant Verified Verified H ating Verified Heating SEER/SEER2 Charge HSPF/HSPF2 Cap 4 7 Cap 17 Heat Pump System Not Required 0 Not Required Not Required Nu No Yes Yeti 2-hers-htpump HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 Duct Ins. R-value Duct Location Surface Area Verified Existing Name Type Design Type Bypass Duct Duct Leakage HERS Status Existing Distribution New Ducts Suppl Retur Suppi Retur Suppl Retur Verification Condition system 25 ft y n y n y n Air Air Unconditio Non- R- Atli Atti No Bypass Sealed and Distribution Existing - Distribution R 6 n/a ri ned attic Verified 4.2 c c Duct Tested System New System 1 1-hers-dist Registration Number: 424-P010070839A-000-000-0000000-0000 Registration Date/Time: 04123/2024 22.03 HERS Provider: CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-04-23 22:04:13 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: RESIDENCE :ADDITION Calculation Description: Title 24 Analysis CF1R-PRF-01E Calculation Date/Time: 2024-04-23 T22:03:41-07:00 (Page 11 of 12 Input File Name: 8824VL 724 S Maxine St, Santa Ana, CA 92704 T24.ribd22x HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 Low Leakage Duct Leakage Duct Leakage Verified Duct Verified Duct Deeply Buried Low -leakage Air Ducts Entirely in Name Buried Ducts Verification Target i Location Design Ducts Handler Conditioned Space Air Distribution System 1 hers-dist Ye, 10.0 Not Requirec Not Required Not Required Credit not taken Not Required No HVAC - FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM) Name HVAC Fan 1 HVAC Fan 0.4 HVAC Fan 1-hers-fan HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name Verified Fan Watt Draw Required Fan Efficacy (Watts/CFM) HVAC Fan 1-hers-fan Not Required 0 Registration Number: 424-P010070839A-000-000-0000000-0000 Registration Date/Time: 04/23/2024 22:03 HERS Provider: CHEERS NOTICE- This document has been generated by California Home Energy EfficiencyRating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not respons-b!e for , and cannot guarantee, the accuracy or completeness of the information contained in this document. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-04-23 22:04:13 Schema Version: rev 2022 e s 0901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: RESIDENCE : ADDITION Calculation Description: Title 24 Analysis CF1R-PRF-01E Calculation Date/Time: 2024-04-23T22:03:41-07:00 (Page 12 of 12) Input File Name: 8824VL 724 S Maxine St, Santa Ana, CA 92704 T24.ribd22x DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Tien Chu rt e*L, CYt w Company: Signature Date: TMC Engineers Inc. 04/23/2024 Address: CEA/ HERS Certification Identification (If applicable): 9542 Pacific Avenue City/State/Zip: Phone: Anaheim, CA 92804 714-829-5053 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name: Responsible Designer Signature: Tien Chu T'Le+l/ C'I Wv Company: Date Signed: TMC Engineers Inc. 04/23/2024 Address: License: 9542 Pacific Avenue CIVIL C72324 City/State/Zip: Phone: Anaheim, CA 92804 714-829-5053 Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 424-P010070839A-000-000-0000000-0000 Registration Date/Time: 04/23/2024 22:03 HERS Provider: CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-04-23 22:04:13 Schema Version: rev 20220901 E THESE DESIGNS, DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TMC ENGINEERS INC.. ALL INFORMATION SHOWN IS CONFIDENTIAL TO ALL RECIPIENTS. NO PART OF THESE DRAWINGS CAN BE COPIED, TRANSFERRED, OR ?EPRODUCED WITHOUT WRITTEN CONSENT OF TMC ENGINEERS oQ VESS/pal *, N C,y <1G G tp U' f yT1 � o. 72324 � * Exp. 6/30/24 * IJ 0/V\\_ �P 9� CAI \F FUM J I Z 9 r- 11iii- (i W W 11iii i W CO) ♦ oj tit 2' W aas Mi Z - Z a4' L�E 0 =(11:11 �_01:3) aid= %� F io `L Z W a VN� W r_ � . 0 ) (1)oa J i rn P E UQLU �Li c O III z V 11' Q N W Q U1 7 z Q W W � r_I 0 co r_ 'W Z rrZ^, v, N N 0 Q k..'��� iiiiiiiii/ SCALE: AS -SHOWN DATE: 04/23/24 DESIGNED BY: T.C. CHECKED BY: T.C. SHEET T-24B JOB NO. 8824VL NCE "Exceptions may apply. § DR A W N B Y ST D I S S U E D A T E RE V I E W E D B Y DA T E I S S U E D SH E E T N O . TI T L E DE S C R I P T I O N SI T E I D SI T E A D D R E S S Project Management P P M 2230 W. Chapman Ave # 200 Orange CA 92868 BY DE S C R I P T I O N DA T E RE V CITY OF SAWK& ANA Planning and Building ency 1W Garden Grove Unified School District Certification of Compliance Payment of School Facility Fees Developer/Applicant v lam, E c ,12_1_ V Address k nnII ed FOP��IEWXSUANCE Master ID: Date: Telephone Number (7' 1) 6 0 Y- 660 Project Location S44--e- Street Address City _ ZIP yAm=e Eiem. School rL 64Wv- A_ OVVI J"�. Int. School '711A High School Number of Square Feet 6� of Residential Space X r Number of Square Feet of Commercial and Industrial Space X Thomas Map No Total v Total $ Z k__5-05�� /t,,l) Ad--� The above representations as to square footage are true. Developer/Applicant agrees that if it is later determined that such representations are not true then this certificate shall automatically terminate and the appropriate City/County shall be notified. Applicant is hereby noticed that any party filing pursuant to Government Code Section 65995 and within 90 days from the payment of the fee. _5/41�_ ate a protest regarding the imposition of fees Education Code Section 17620 must do so Receipt of Payment This certifies that the above -named Developer/Applicant has paid school facility fees in compliance with Government Code Section 65995 and Education Code SeclignA7620. These fee have been received Dollars $ -� Cash Check Check No. Bank /s zA ,- Da Superintend Designee Garden Grove Unif School District (714) 663-6442 9703.69' (Rev. 6/14) STRUCTURAL CALCULATION FOR ADDRESS AT: Date: 3/3/24 DESIGN DATA: Codes: 2022 CBC and as amended by City Ordinance Seismic Analysis: Equivalent Lateral Force Procedure, ASCE 7-16; Risk Category II, Site Class D, Seismic Design Category D; Ss= 1.336; S1= 0.477; I= 1; R=6.5; ρ=1.3, Sd1= 0.572; Sds=1.069; Cs=0.16, V=0.15*W Roof L.L.= 20psf; Max. weight of roof = 14 psf; Wind: Method 2 Analytical Procedure; Basic wind speed = 95 mph; Wind Exposure= C ; Internal pressure co-efficient=±0.18; Risk Category I PROJECT: RESIDENCE 724 S MAXINE ST, SANTA ANA, CA 92704 TMC ENGINEER INC. 9542 Pacific Ave, Anaheim, CA 92804 Phone: 714 -829-5053; Email: Tienchu.e mail.com. PRIMARY ROOF LOADING EXTERIOR WALL LOADING ROOF FRAMING 3.55 FRAMING 0.96 1/2" PLYWOOD 1.50 DRYWALL ONE SIDE 2.60 ROOF MATERIAL 3.25 STUCCO ONE SIDE 10.00 DRYWALL 2.60 Misc. 1.44 Misc. (as solar panels) 3.10 Total load (psf) 15.00 Total Roof Dead Load (psf) 14.00 Total Roof Live Load (psf) 20.00 INTERIOR WALL LOADING Total load (psf) 34.00 FRAMING 0.96 DRYWALL BOTH SIDE 5.20 ROOF RAFTER LOADING Misc. 0.84 ROOF RAFTER 1.50 Total load (psf) 7.00 PLYWOOD 1.50 ROOF MATERIAL 3.25 PRIMARY FLOOR LOADING Misc. (as solar panels) 3.75 FLOOR FRAMING 3.14 Total Roof Dead Load (psf) 10.00 PLYWOOD (3/4") 2.25 Total Roof Live Load (psf) 20.00 DRYWALL 2.60 Total load (psf) 30.00 CARPET 1.00 Misc. 3.01 CEILING LOADING Total Floor Dead Load (psf) 12.00 CEILING JOIST 2.05 Total Floor Live Load (psf) 40.00 DRYWALL 2.60 Total load (psf) 52.00 Misc. 1.35 Total Roof Dead Load (psf) 6.00 DECK LOADING Total Roof Live Load (psf) 10.00 FLOOR FRAMING 3.14 Total load (psf) 16.00 PLYWOOD (3/4") 2.25 DRYWALL 2.60 Misc. 0.01 Total Floor Dead Load (psf) 8.00 Total Floor Live Load (psf) 60.00 Total load (psf) 68.00 TMC ENGINEER INC. 9542 Pacific Ave, Anaheim, CA 92804 Phone: 714 -829-5053; Email: Tienchu.e mail.com. Project #: 1 MEMBER SPAN: P1 = lbs from @ X1=DL= P2 = lbs from @ X2=DL= P3 = lbs from @ X3=DL= FROM (ft) - TO (ft)PSF PLF DEAD LOAD plf CHOOSE BM TYPE= 3 0.00 - 14.50 ROOF T.L.=(34 ) x (0 ) = 0 14 PSF=>0 0.00 - 14.50 WALL T.L.=(15 ) x (0 ) = 0 15 PSF=>0 0.00 - 14.50 FLR. T.L.=(52 ) x (0 ) = 0 12 PSF=>0 0.00 - 14.50 Deck. T.L.=(72 ) x (0 ) = 0 12 PSF=>0 0.00 - 14.50 16 ) x (1.33 ) = 21.28 6 PSF=>7.98 Beam Weight = 1.83 1.83 1.83 Fb = 900 psi Fv = 180 psi E = 1.6 x106 si d = 5.5 inc Mmax =ft-lb= in-K Vmax=Rmax-(Wxd)= lbs b = 1.5 inch RL= 168 lbs RR= 168 lbs (Dead) R =71 lbs (Dead) R = 71 lbs If d>12, Size Factor, S = (12/d)(n)=>S =1.00 (Live) R = 96 lbs (Live) R = 96 lbs {n=0.111 for PSL and 6xSAWN members, n=0.136 for LVL and n=0.092 for LSL} Cd= 4 Cd= 1.25 Are you using Repetitive Member? yes => Rm = 1.15 REQUIRED PROVIDED S=Mmax / (Fb*Cd*Sf*Rm) = 5.6343 in3 S=in3 O.K. A=1.5 * Vmax / (Fv*Cd) = 1.0465 in2 A=in2 O.K. Allow.Def.= L/ 240 = 0.725 in Dac =in O.K. L/ 252 USE BEAM : ( 1 )2 x 6 2 MEMBER SPAN: P1 = lbs from @ X1=DL= P2 = lbs from @ X2=DL= P3 = lbs from @ X3=DL= FROM (ft) - TO (ft)PSF PLF DEAD LOAD plf CHOOSE BM TYPE= 4 0.00 - 14.75 ROOF T.L.=(34 ) x (9.5 ) = 323 14 PSF=>133 0.00 - 14.75 WALL T.L.=(15 ) x (0 ) = 0 15 PSF=>0 0.00 - 14.75 FLR. T.L.=(52 ) x (0 ) = 0 12 PSF=>0 0.00 - 14.75 Deck. T.L.=(72 ) x (0 ) = 0 12 PSF=>0 0.00 - 14.75 16 ) x (0 ) = 0 6 PSF=>0 Beam Weight = 10.39 10.39 10.39 Fb = 2900 psi Fv = 290 psi E = 2 x106 si d = 9.5 inc Mmax =ft-lb= in-K Vmax=Rmax-(Wxd)= lbs b = 3.5 inch RL= 2459 lbs RR= 2459 lbs (Dead) R =1058 lbs (Dead) R = 1058 lbs If d>12, Size Factor, S = (12/d)(n)=>S =1.00 (Live) R = 1401 lbs (Live) R = 1401 lbs {n=0.111 for PSL and 6xSAWN members, n=0.136 for LVL and n=0.092 for LSL} Cd= 2 Cd= 1.00 Are you using Repetitive Member? no => Rm = 1 REQUIRED PROVIDED S=Mmax / (Fb*Cd*Sf*Rm) = 37.517 in3 S=in3 O.K. A=1.5 * Vmax / (Fv*Cd) = 11.353 in2 A=in2 O.K. Allow.Def.= L/ 240 = 0.7375 in Dac =in O.K. L/ 249 USE BEAM : ( 1 )3.5 x 9.5 TRIBUTARY (ft) TMC ENGINEERS INC. 9542 Pacific Ave, Anaheim, CA 92804 Phone: (714)-829-5053; Email: Tienchu.pe@gmail.com. DATE: 4/23/24 8824VL CELING JOIST OVER FAMILY ROOM 14.50 ft 14.75 ft 607 7.29 157 Roof % Capacity 7.6 74.5 8.3 12.7 0.69 Douglas Fir # 2 CELING BEAM OVER FAMILY ROOM TRIBUTARY (ft) 9067 108.80 2195 0.71 Parallam, PSL Occupance % Capacity 52.6 71.3 33.3 34.1 Project #: 3 Horizontal Projected Span: 6 ft Actual Roof Load=28 psf Roof DL=8 psf Actual Inclined Span: 6.32 ft Pitch =4 /12 Wp= plf CHOOSE BM TYPE= 3 PSF PLF DEAD LOAD plf ROOF T.L.=(34 ) x (0 +0 ) = 0 14 PSF=>0 WALL T.L.=(15 ) x (0 +0 ) = 0 15 PSF=>0 FLOOR T.L.=(52 ) x (0 +0 ) = 0 12 PSF=>0 Beam Weight = 2.417 2.4167 PSF=>2.41667 TOTAL LOAD =2.417 TOTAL D.L.=2.4167 Fb = 900 psi Fv = 180 psi E = 1.6 x106 psi d = 7.25 inch Mmax=ft-in-K Vmax=lbs b = 1.5 inch RL= 258 lbs RR= 133 lbs (Dead) R =79 lbs (Dead) R =43 lbs If d>12, Size Factor, S = (12/d)(n)=>S =1.00 (Live) R = 179 lbs (Live) R = 89 lbs {n=0.111 for PSL and 6xSAWN members, n=0.136 for LVL and n=0.092 for LSL} Cd=4 Cd= 1.25 Are you using Repetitive Member? No => Rm = 1 REQUIRED PROVIDED S=Mmax / (Fb*C *S *R ) =in3 S=in3 O.K. A=1.5 * Vmax / (Fv*Cd) =in2 A=in2 O.K. Allow.Def.= L/ 240 =in Dac =in O.K.L/ 2405 USE BEAM : ( 1 )2 x TMC ENGINEERS INC. 9542 Pacific Ave, Anaheim, CA 92804 Phone: (714)-829-5053; Email: Tienchu.pe@gmail.com. DATE: 4/23/24 8824VL HIP OVER (N) BATH 118.78 TRIBUTARY (ft) 316.86 3.8 63 % Capacity 3.38 13.1 25.7 0.42 10.9 3.8 0.32 0.03 8 Douglas Fir # 2 Roof Project #: 4 MEMBER SPAN: P1 = 258 lbs from @ X1=4.25'DL=79 # P2 =258 lbs from @ X2=10.75'DL=79 # P3 = lbs from @ X3=DL= FROM (ft) - TO (ft)PSF PLF DEAD LOAD plf CHOOSE BM TYPE= 2 0.00 - 15.00 ROOF T.L.=(34 ) x (3 ) = 102 14 PSF=>42 0.00 - 15.00 WALL T.L.=(15 ) x (0 ) = 0 15 PSF=>0 0.00 - 15.00 FLR. T.L.=(52 ) x (0 ) = 0 12 PSF=>0 0.00 - 15.00 Deck. T.L.=(72 ) x (0 ) = 0 12 PSF=>0 0.00 - 15.00 16 ) x (0 ) = 0 6 PSF=>0 Beam Weight = 7.19 7.19 7.19 Fb = 1000 psi Fv = 180 psi E = 1.6 x106 si d = 9.25 inc Mmax =ft-lb= in-K Vmax=Rmax-(Wxd)= lbs b = 3.5 inch RL= 1077 lbs RR= 1077 lbs (Dead) R =448 lbs (Dead) R = 448 lbs If d>12, Size Factor, S = (12/d)(n)=>S =1.00 (Live) R = 629 lbs (Live) R = 629 lbs {n=0.111 for PSL and 6xSAWN members, n=0.136 for LVL and n=0.092 for LSL} Cd= 4 Cd= 1.25 Are you using Repetitive Member? no => Rm = 1 REQUIRED PROVIDED S=Mmax / (Fb*Cd*Sf*Rm) = 44.573 in3 S=in3 O.K. A=1.5 * Vmax / (Fv*Cd) = 6.6189 in2 A=in2 O.K. Allow.Def.= L/ 240 = 0.75 in Dac =in O.K. L/ 354 USE BEAM : ( 1 )4 x 10 5 MEMBER SPAN: P1 = lbs from @ X1=DL= P2 = lbs from @ X2=DL= P3 = lbs from @ X3=DL= FROM (ft) - TO (ft)PSF PLF DEAD LOAD plf CHOOSE BM TYPE= 7 0.00 - 14.00 ROOF T.L.=(34 ) x (14.5 ) = 493 14 PSF=>203 0.00 - 14.00 WALL T.L.=(15 ) x (0 ) = 0 15 PSF=>0 0.00 - 14.00 FLR. T.L.=(52 ) x (0 ) = 0 12 PSF=>0 0.00 - 14.00 Deck. T.L.=(72 ) x (0 ) = 0 12 PSF=>0 0.00 - 14.00 16 ) x (0 ) = 0 6 PSF=>0 Beam Weight = 9.84 9.84 9.84 Fb = 2325 psi Fv = 310 psi E = 1.55 x106 si d = 11.25 inc Mmax =ft-lb= in-K Vmax=Rmax-(Wxd)= lbs b = 3.5 inch RL= 3520 lbs RR= 3520 lbs (Dead) R =1490 lbs (Dead) R = 1490 lbs If d>12, Size Factor, S = (12/d)(n)=>S =1.00 (Live) R = 2030 lbs (Live) R = 2030 lbs {n=0.111 for PSL and 6xSAWN members, n=0.136 for LVL and n=0.092 for LSL} Cd= 2 Cd= 1.00 Are you using Repetitive Member? no => Rm = 1 REQUIRED PROVIDED S=Mmax / (Fb*Cd*Sf*Rm) = 63.585 in3 S=in3 O.K. A=1.5 * Vmax / (Fv*Cd) = 14.751 in2 A=in2 O.K. Allow.Def.= L/ 240 = 0.7 in Dac =in O.K. L/ 249 USE BEAM : ( 1 )3.5 x 11.3 TRIBUTARY (ft) TMC ENGINEERS INC. 9542 Pacific Ave, Anaheim, CA 92804 Phone: (714)-829-5053; Email: Tienchu.pe@gmail.com. DATE: 4/23/24 8824VL CELING BEAM OVER FAMILY ROOM 15.00 ft BEAM #3 BEAM #3 14.00 ft 4643 55.72 993 Roof % Capacity 49.9 89.3 32.4 20.4 0.51 Douglas Fir # 1 CELING BEAM OVER KITCHEN TRIBUTARY (ft) 12320 147.84 3048 0.68 Timberstrand LSL 1.55 Occupance % Capacity 73.8 86.1 39.4 37.5 Project #: 6 MEMBER SPAN: P1 = 1077 lbs from @ X1=2.00'DL=448 # P2 = lbs from @ X2=DL= P3 = lbs from @ X3=DL= FROM (ft) - TO (ft)PSF PLF DEAD LOAD plf CHOOSE BM TYPE= 2 0.00 - 5.00 ROOF T.L.=(34 ) x (4 ) = 136 14 PSF=>56 0.00 - 5.00 WALL T.L.=(15 ) x (2 ) = 30 15 PSF=>30 0.00 - 5.00 FLR. T.L.=(52 ) x (0 ) = 0 12 PSF=>0 0.00 - 5.00 Deck. T.L.=(72 ) x (0 ) = 0 12 PSF=>0 0.00 - 5.00 16 ) x (0 ) = 0 6 PSF=>0 Beam Weight = 5.64 5.64 5.64 Fb = 1000 psi Fv = 180 psi E = 1.6 x106 si d = 7.25 inc Mmax =ft-lb= in-K Vmax=Rmax-(Wxd)= lbs b = 3.5 inch RL= 1075 lbs RR= 860 lbs (Dead) R =498 lbs (Dead) R = 408 lbs If d>12, Size Factor, S = (12/d)(n)=>S =1.00 (Live) R = 577 lbs (Live) R = 452 lbs {n=0.111 for PSL and 6xSAWN members, n=0.136 for LVL and n=0.092 for LSL} Cd= 4 Cd= 1.25 Are you using Repetitive Member? no => Rm = 1 REQUIRED PROVIDED S=Mmax / (Fb*Cd*Sf*Rm) = 17.556 in3 S=in3 O.K. A=1.5 * Vmax / (Fv*Cd) = 6.4773 in2 A=in2 O.K. Allow.Def.= L/ 240 = 0.25 in Dac =in O.K. L/ 1297 USE BEAM : ( 1 )4 x 8 MEMBER SPAN: P1 = lbs from @ X1=DL= P2 = lbs from @ X2=DL= P3 = lbs from @ X3=DL= FROM (ft) - TO (ft)PSF PLF DEAD LOAD plf CHOOSE BM TYPE= 2 0.00 - 1.00 ROOF T.L.=(34 ) x (0 ) = 0 14 PSF=>0 0.00 - 1.00 WALL T.L.=(15 ) x (0 ) = 0 15 PSF=>0 0.00 - 1.00 FLR. T.L.=(52 ) x (0 ) = 0 12 PSF=>0 0.00 - 1.00 Deck. T.L.=(72 ) x (0 ) = 0 12 PSF=>0 0.00 - 1.00 16 ) x (0 ) = 0 6 PSF=>0 Beam Weight = 0.06 0.06 0.06 Fb = 1000 psi Fv = 180 psi E = 1.6 x106 si d = 0.5 inc Mmax =ft-lb= in-K Vmax=Rmax-(Wxd)= lbs b = 0.5 inch RL= 0 lbs RR= 0 lbs (Dead) R =0 lbs (Dead) R = 0 lbs If d>12, Size Factor, S = (12/d)(n)=>S =1.00 (Live) R = 0 lbs (Live) R = 0 lbs {n=0.111 for PSL and 6xSAWN members, n=0.136 for LVL and n=0.092 for LSL} Cd= 2 Cd= 1.00 Are you using Repetitive Member? no => Rm = 1 REQUIRED PROVIDED S=Mmax / (Fb*Cd*Sf*Rm) = 8E-05 in3 S=in3 O.K. A=1.5 * Vmax / (Fv*Cd) = 0.0002 in2 A=in2 O.K. Allow.Def.= L/ 240 = 0.05 in Dac =in O.K. L/ 80000 USE BEAM : ( 1 )1 x 1 0.00 Douglas Fir # 1 Occupance % Capacity 0.0 0.4 0.3 0.1 TRIBUTARY (ft) 0 0.00 0 25.4 25.5 0.05 Douglas Fir # 1 VOID 1.00 ft 1829 21.95 972 Roof % Capacity 30.7 57.3 HDR 5.00 ft BM 4 TRIBUTARY (ft) TMC ENGINEERS INC. 9542 Pacific Ave, Anaheim, CA 92804 Phone: (714)-829-5053; Email: Tienchu.pe@gmail.com. DATE: 4/23/24 8824VL BEVEL NOTCH DESIGN OF FLUSH BEAM Beam#< 2 > Reaction =2459 lb 2 X 5.50 in RR , (Note: use actual depth of rafter) =290 psi Pitch = p =4 / 12 H =6.0 in (Note: Truss Heel depth, enter if trusses are being used, else, nothing. A common value of H is 4.25".) =3.50 in d =9.50 in (depth of beam) b =3.50 in (width of beam) CALCULATION if using roof rafters, d' =7.17 in else, If e<d', use EQ1 else, (d=d'), use EQ2 e =7.00 in EQ 1: = 4886.16 lb EQ 2: =0.00 lb must exceed R, R =2459 lb OK dr H d'd 12 FLUSH BEAM FACE OF SUPPORT ROOF TRUSS d'cos(tan (p / 12) r 1 d' H  (p/12))tan(tan d'de 1 V 2 3 (F )(b) d d d' d eall v       V 2 3 (F )(b)(d' )all v   Vall Fv w BEVEL NOTCH DESIGN OF FLUSH BEAM Beam#< 4 > Reaction =1077 lb 2 X 5.50 in RR , (Note: use actual depth of rafter) =180 psi Pitch = p =4 / 12 H =6.0 in (Note: Truss Heel depth, enter if trusses are being used, else, nothing. A common value of H is 4.25".) =3.50 in d =9.25 in (depth of beam) b =3.50 in (width of beam) CALCULATION if using roof rafters, d' =7.17 in else, If e<d', use EQ1 else, (d=d'), use EQ2 e =6.25 in EQ 1: = 3121.92 lb EQ 2: =0.00 lb must exceed R, R =1077 lb OK dr H d'd 12 FLUSH BEAM FACE OF SUPPORT ROOF TRUSS d'cos(tan (p / 12) r 1 d' H  (p/12))tan(tan d'de 1 V 2 3 (F )(b) d d d' d eall v       V 2 3 (F )(b)(d' )all v   Vall Fv w Job Name: 8824VL Date: 4/23/24 MATERIAL SPECIFICATIONS Minimum material specifications for design: 1. Concrete member strength is as noted 2. Hardware embedment into concrete is based on f'c=2500 psi, U.N.O. 3. Steel reinforcement is grade 60 except that No.3 and No.4 bars are grade 40 4. Nails are 8d common, 10d common and 16d framing (short), U.N.O. 5. Glue-Laminated beams are 24F-V4 for simple span and 24F-V8 for other conds. 6. Steel: I-beams are A36, pipe is 53B, and tube is A500B 7. Cold Formed steel is A653, 16 gauge and heavier is 50 ksi; 18 gauge and lighter is 33ksi SHEAR WALL SCHEDULE Mark Seis.(plf) Wind (plf)x1.4 10 260 364 11 350 490 12 490 686 13 600 840 14 870 1218 TMC ENGINEER INC. 9542 Pacific Ave, Anaheim, CA 92804 Phone: (714)-829-5053; Email: Tienchu.pe@gmail.com. Per table 4.3A (Special Design Provision for Wind and Seimic ) Job Name: 8824VL Date: 4/23/24 WIND LOADS- Horizontal Pressures [W(+)] Wind Load calculation ASCE 7-16 Risk Category: II 3-second gust wind speed (mph): 95 Exposure Category: C ASD load Factor: 0.6 Height and Exposure Coefficients: Height 0-15' 15'-20' 20'-25' 25'-30' Coeff. 1.21 1.29 1.35 1.4 Edge Strips and End Zones: Building Eave Height (ft): 9 Min. Horiz. Dim (ft):20 Edge Strip (a): 10% of min. Horiz. Dim.:2 40% of bldg eave height:3.6 4% of min. Horiz. Dim.:0.8 Default min edge strip dim.:3 Governing Edge strip value: 3 End Zone Width (2a):6 Building Roof Pitch/ Roof angle(Transverse - Y):4 :12 Building Roof Pitch/ Roof angle(Longitudinal - X):4 :12 Number of story: 1 1st floor top plate:8 Wind load Horizontal (plf) Wind roof height (ft): Transverse -Y:13.75 Longitudinal - X: 13.75 Wind Load (plf) - Transverse -Y: Wind Load (plf) - Longitudinal - X: A B C D A B C D 1st Flr 55.42 -23.05 36.94 -12.94 55.42 -23.05 36.94 -12.94 Wind load Vertical (psf) E F G H Eoh Goh -22.19 -15.07 -15.48 -11.48 -31.09 -24.25 TMC ENGINEER INC. 9542 Pacific Ave, Anaheim, CA 92804 Phone: (714)-829-5053; Email: Tienchu.pe@gmail.com. Job Name: 8824VL Date: 4/23/24 SEISMIC LOADS Seismic load calculation per ASCE7-16, Section 12.8: Equivalent Lateral Force Procedure Location : 724 S MAXINE ST, SANTA ANA, CA 92704 Site Coordinates 33.73728°N, 117.94026°W Site specific variables: Risk Category: II 1s spectral response acceleration parameter S1:0.477 g Seismic use group: I 0.2s spectral response acceleration parameter Ss:1.336 g Site class: D Seismic roof height (hn): 9 (ft) Seismic design Cat.: D Long-period transition period TL = 8 (sec) Redundancy factor ρ: 1.3 The important factor I: 1 Intermediate Calculations: Fv = 1.8 SM1 =0.8586 SD1 =0.572 T = 0.104 Fa = 1.2 SMS =1.6032 SDS =1.069 Cs max1=Sd1/(T*(R/I)):(for TL>T)= 0.85 Cs min 1= 0.01 Csmax2=Sd1*TL/(T^2*(R/I)):(for TL<T)= 65.23 Csmin2=0.5*S1/(R/I):(forS1>0.6)= 0.04 Transverse Ry = 6.5 Cs= Sds/(R/I) =0.16 V=Cs*W*0.7*ρ=0.15*W Longitudinal Rx = 6.5 Cs= Sds/(R/I) =0.16 V=Cs*W*0.7*ρ=0.15*W Vertical Seimic Load Effect Ev=0.14Sds x Dead Load= 0.15*DL Wall Mass Ext Walls Int Walls Total Plate Floor Length Mass Length Mass Mass Level HT (ft) Thk (in) (ft) (Kips) (ft) (Kips) (kips) 1st Flr 8 8 237 28.44 213 17.04 45.48 Total Mass Diaphragms Wall Area Weight Mass Walls Walls Mass Total Abv Blw Mass Level (sq ft) (psf) (kips) kips kips (Kips) (kips) 1st Flr 2104.00 14 29.46 0 22.74 22.74 52.20 Mass Distribution Longditudinal Transverse Diaphgram Wx Hx WxHx Fx Fx/A Fy Fy/A Fpx/Ax Level (kips) (ft) (kip-ft) (kips) (psf) (kips) (psf) (psf) 1st Flr 52.20 9.00 469.76 7.81 3.712 7.81 3.712 5.30 Total 52.196 469.764 7.810 7.810 TMC ENGINEER INC. 9542 Pacific Ave, Anaheim, CA 92804 Phone: (714)-829-5053; Email: Tienchu.pe@gmail.com. Job Name: 8824VL Date: 4/23/24 SEISMIC LOAD AT 1st FLOOR LONGITUDINAL DIRECTION : Wall Trib. Area Fabv. Ftrib. Ftotal L Q Mark Allow (sqr ft) (lb) (lb) (lb) (ft) (plf) (plf) 1 120 0 445 445 4 111 10 260 2 555.5 0 2062 2062 5 412 12 490 TRANSVERSE DIRECTION : Wall Trib. Area Fabv. Ftrib. Ftotal L Q Mark Allow (sqr ft) (lb) (lb) (lb) (ft) (plf) (plf) 3 561 0 2082 2082 5 416 12 490 ` TMC ENGINEER INC. 9542 Pacific Ave, Anaheim, CA 92804 Phone: (714)-829-5053; Email: Tienchu.pe@gmail.com. Job Nam 8824VL Date: 4/23/24 WIND LOAD AT 1st FLOOR LONGITUDINAL DIRECTION : Wall Length W(+)end W(+)int. W(+)roof W(+)total L Q Mark Allow (ft) wall (lb) wall (lb)(min.10psf)(lb) (ft) (plf) (plf) 1 8 332 74 460 866 4 217 10 364 2 15 332 332 863 1527 5 305 10 364 TRANSVERSE DIRECTION : Wall Length W(+)end W(+)int. W(+)roof W(+)total L Q Mark Allow (ft) wall (lb) wall (lb)(min.+10psf)(lb) (ft) (plf) (plf) 3 22 332 591 1265 2188 5 438 12 686 TMC ENGINEER INC. 9542 Pacific Ave, Anaheim, CA 92804 Phone: (714)-829-5053; Email: Tienchu.pe@gmail.com. REDUCE SHEAR CAPACITY (1.25-0.125*H/B) Job Name: 8824VL Date: 4/23/24 SUMMARY LOAD AT 1st FLOOR LONGITUDINAL DIRECTION : Wall Fwind Fseis Fgovern L Mark Allow (#) Allow (#) (lb) (lb) (lb) (ft) Wind Seismic 1 866 445 866 4.0 10 1456 1040 2 1527 2062 2062 5.0 12 3430 2450 TRANSVERSE DIRECTION : Wall Fwind Fseis Fgovern L Mark Allow (#) Allow (#) (lb) (lb) (lb) (ft) Wind Seismic 3 2188 2082 2188 5.0 12 3430 2450 TMC ENGINEER INC. 9542 Pacific Ave, Anaheim, CA 92804 Phone: (714)-829-5053; Email: Tienchu.pe@gmail.com. Job Name: 8824VL Date: 4/23/24 WALL#1 L= 4.00 ft H= 8.00 ft Shear load Vseis.& Vwind= 445# & 866# P OTM = (445)x(8);866)x(8)=3560 ; 6931 ft-lb W = 39 plf Wt wall= 15psf x 4' x 8' = 480 # 866 W = 39plf RM = 1272 ft-lb Max drag loads = 1600# Puplift = 0 # at 0.00 feet Wt= 480# Puplift = 0 # at 4.00 feet Pdown = 0 # at 0.00 feet Pdown = 0 # at 4.00 feet 1645# 1645# Ft(left)= Use Shear Type10 Ft(right)= WALL#2 L= 5.00 ft H= 8.00 ft Shear load Vseis.& Vwind= 2062# & 1527# P OTM = (2062)x(8);1527)x(8)= 16496 ; 12219 ft-lb W = plf Wt wall= 15psf x 5' x 8' = 600 # 2062 W = 39plf RM = 1988 ft-lb Max drag loads = 1600# Puplift = 0 # at 0.00 feet Wt= 600# Puplift = 0 # at 5.00 feet Pdown = 0 # at 0.00 feet Pdown = 0 # at 5.00 feet 3284# 3284# Ft(left)= Use Shear Type12 Ft(right)= WALL#3 L= 5.00 ft H= 8.00 ft Shear load Vseis.& Vwind= 2082# & 2188# P OTM = (2082)x(8);2188)x(8)= 16656 ; 17508 ft-lb W = plf Wt wall= 15psf x 5' x 8' = 600 # 2188 W = 39plf RM = 1988 ft-lb Max drag loads = 1600# Puplift = 0 # at 0.00 feet Wt= 600# Puplift = 0 # at 5.00 feet Pdown = 0 # at 0.00 feet Pdown = 0 # at 5.00 feet 3318# 3318# Ft(left)= Use Shear Type12 Ft(right)= 3318 3435 3318 3435 HDU4/4x4 Min. HDU4/4x4 Min. 797 797 1645 1645 3284 2321 HDU2/4x4 Min. HDU4/4x4 Min. HDU4/4x4 Min. Hold-Down (0.6D+W)& Post Hold-Down 3284 2321 ((0.6-0.14Sds)D+0.7ρQe) Seismic Force (lb): ((0.6-0.14Sds)D+0.7ρQe)(0.6D+W)& Post ind Force (lb): TMC ENGINEER INC. 9542 Pacific Ave, Anaheim, CA 92804 Phone: (714)-829-5053; Email: Tienchu.pe@gmail.com. Seismic Force (lb): ((0.6-0.14Sds)D+0.7ρQe) Seismic Force (lb): (0.6D+W) ind Force (lb): & Post Hold-Down ind Force (lb): HDU2/4x4 Min. TMC ENGINEERS INC. S.W. #:1 AT ROOF V 866 lbs + 25% = 1083 L total 4 ft Shear length (Li) 4 0 0 D total 11 ft Open length (Di) 0.5 10.7 0 0 Ld 15 ft (Vd - Vw) X Li -798 0 0 Vd 71 #/' Vd X Di 36 762 0 0 Vw 271 #/' Summary load 0 36 -762 0 0 0 0 Drag 0 36 762 0 0 0 0 Vd - Vw -199 #/' Max Drag 762 lbs NO. 16d NAILS = 7 S.W. #:2 V 2062 lbs + 25% = 2578 L total 4 ft Shear length (Li) 4 0 0 D total 11 ft Open length (Di) 0.5 10.7 0 0 Ld 15 ft (Vd - Vw) X Li -1899 0 0 Vd 170 #/' Vd X Di 85 1814 0 0 Vw 644 #/' Summary load 0 85 -1814 0 0 0 0 Drag 0 85 1814 0 0 0 0 Vd - Vw -475 #/' Max Drag 1814 lbs NO. 16d NAILS = 18 S.W. #:3 V 2188 lbs + 25% = 2736 L total 3 ft Shear length (Li) 3.2 0 0 D total 12 ft Open length (Di) 7.6 4.7 0 0 Ld 16 ft (Vd - Vw) X Li -2171 0 0 Vd 176 #/' Vd X Di 1341 830 0 0 Vw 855 #/' Summary load 0 1341 -830 0 0 0 0 Drag 0 1341 830 0 0 0 0 Vd - Vw -678 #/' Max Drag 1341 lbs NO. 16d NAILS = 13 0 500 1000 1 2 3 4 5 6 7 8 0 500 1000 1500 2000 1 2 3 4 5 6 7 8 0 500 1000 1500 1 2 3 4 5 6 7 8 FOUNDATION ANALYSIS (SB) SOIL BEARING =1000 PSF CONTINOUS FOOTING @ TYP LOADS TO FOOTING ROOF =9.5 x 34 =323 WALL =8 x 10 =80 FLOOR = x 52 =0 CONCRETE SELF WEIGHT = 150x15x18/144 281.25 TOTAL =684.25 PLF (W) WIDTH REQUIRED =0.68 ' =8.16 " USE 12" WIDE X 18" DEEP CONTINUOUS FOOTING @ 1 - STORY PORTIONS ALOWABLE POINT LOAD ON CONTINUOUS FOOTING P MAX SB x S x W 144 P MAX @ ( 1-STORY) =5666.67 TMC ENGINEERS INC. 9542 Pacific Ave, Anaheim, CA 92804 Phone: (714) 829-5053 Email: tienchu.e mail.co                           !" 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