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HomeMy WebLinkAbout10148481.pdfREVISIONS: I BY: k iSTRUCTURAL SDI ........................... DETAI LS SG D .......................... GENERAL STRUCTURAL DETAILS STRUCTURAL ' L 9 � : �1 �r u ,'- U W DATE: 10/07/04 SCALE: 1 /8 $►= 1>Lo» DRAWN: JOB: VM 1 SHEET: Aa.1 M REVISION$: 1 BY: (E) WALL TO DEMO (N) WALL (E) WALL TO REMAIN BATHROOM VENT/ HEATER / LIGHT SD hard wired smoke detectors with a battery backup SD are required. detectors shall sound an alarm audible in all sleeping areas of the dwelling unit wich they sere. WINDOW SCHEDULE OEXISTING WINDOW TO REMAIN 4'X4' SLIDING WINDOW 5'X4' SLIDING WINDOW 3'X2' SLIDING WINDOW �7`E'j-/P.j 3'X4' SLIDING WINDOW 5'X3' SLIDING WINDOW 6'X6"X2'--6" SLIDING WINDOW DOOR D (D EXISTING f!O` 0 2'-8"X6'-8" WD. DOOR GENERAL NOTES 1. 30" CLEAR WIDTH FOR WATER CLOSET TO COMPARTMENT AND 24" CLEARANCE IN FRONT FOR BATHROOM. 2. GLAZING: GLAZING IN HAZARDOUS LOCATIONS SHALL BE TEMPERED. 3. GROUND —FAULT CIRCUIT—INTERRUPPTERS (GFI) PROTECTION FOR ALL 125V, SINGLE PHASE, 15 & 20 AMP BATHROOM AND OUTDOOR RECEPTACLES. 4. ALL OUTLETS IN BEDROOM SHALL BE PROVIDED WITH ARC —FAULT CIRCUIT INTERRUPTER. 5. WATER HEATER MUST BE STRAPPED TO WALL, 6. PROVIDE ULTRA FLUSH WATER CLOSET FOR ALL NEW CONSTRUCTION. EXISTING SHOWERHEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION. 7. PROVIDE 70" HIGH NON —ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER—RESISITANT MATERIALS FOR SHOWER ENCLOSURE. 8. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FULL GAS LINE ON THE DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OF STRUCTURE CONTAINING THE FUEL GAS PIPING. 9. WALL COVERING SHALL BE CEMENT PLASTER, TILE OR APPROVED EQUAL TO 70 INCHES ABOVE DRAIN AT SHOWERS OR TUB WITH SHOWERS. MATERIALS OTHER THAN STRUCTURAL ELEMENTS SHALL BE MOISTURE RESISTANT. NET AREA OF SHOWER RECEPTOR SHALL BE NOT LESS THEN 1.24 SQ.IN. OF FLOOR AREA, AND ENCOMPASS 30 INCH DIAMETER CIRCLE. ky t � � ^ ! s CC)LJ C DATE: 10/07/04 SCALE: 1/4 $1= 1 I—C DRAWN: JOB: VM 1 SHEET. AO.2 i REWSIONS: -7 -6y -I,.- I - - I -- 1 11 - SECTION A -A SECTION B-B ING FOOTING 13.5' V17 ROOF FRAMING PLAN SECOND FLOOR FRAMING PLAN NOTES: I. ALL HDRS SHALL BE 4X6 DF#1 U.N.O. ROOF FRAMING PLAN SECOND FLOOR FRAMING PLAN NOTES: I. ALL HDRS SHALL BE 4X6 DF#I U.N.O. 2, INDICATE MST 48 VERTICAL STRAP BETWEEN FIRST AND SECOND LEVELS 3. ROOF DIAPHRAGM NAILING TO BE ISPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. u U -Z < PATE: 10/07/04 SCALE: 1/4 I$= i I-0)1 DRAWN: JOB: vm 1 SHEET: AO.3 RG-VISIONS: Q0 # < Kill co DATE: 10/07/04 SCALE: 1/4 $f= i $ - C DRAWN: JOB: vml SHEET: A0.4 Q 7 SECTION 111--MANDATORY MEASURES (A) Before the building may be occupied, installation certificates (L) All fan systems exhausting air from the building to the for manufactured devices regulated by the Appliance outside shall be provided with backdraft or automatic dampers Standards or Part 6 shad be posted adjacent to the to prevent air leakage. building permit(s). Certificate shall: Sec. 150 (m)7 1. Identify features required to verify compliance with the Appliance Standards and Part 6; 2 Include the statement indicating that the installed (M) Storage gas water heaters with an energy factor <0.5$ shall be devices conform to the Appliance Standards and Part 6 and the requirements for such devices given in the plans and externally wrapped with insulation having installed thermal specifications approved by the local enforcement agency, resistance of R-12 or greater. Sec, 150 (J)IA 3. State the number of the building permit under which the construction or Installation was performed. (N) Unfired hot water tanks, such as storage tanks and backup Sec. 10-103(a)(3)(A) storage tanks for solar water heating systems, shall be externally wrapped with Insulation having an Installed (8) The builder shall provide the building owner, manager, and thermal resistance of R-12 or greater or have internal the original occupants the appropriate Certificate(s) of Insulation of at least R-16 and a label on the exterior of the tank showing the insulation R-value. Compliance and a list of the features, materials, components, and mechanical devices Installed In the building, and Sea 150 (J)IB Instructions on how to use them efficlently. Sec. 10-103(b)(1) (C) After installing wall, ceiling, or floor insulation, the Installer shall post In a conspicuous location In the building a certificate signed by the Installer stating that the 'installation Is consistent with the plans and the requirements of Section 10-103 (a)(2)(A) and conforms with the requirements of Part 6. The Certificate shall also state the manufacturer's name and material Identification and the Installed R-value. Sec. 10-103(a)(4) (D) Manufactured fenestration products shot] be certified for overall U-values and overall SHGC as rated by the National Fenestration Rating Council's NFRC 2M. 1. Have a dearly visible temporary label, not to be removed before inspection by the enforcement agency, listing the certified U-volue, solor heat gain coefficient (SHGC) of the product and the method used to derive those values. Also, the label should indicate compliance with air Infiltration requirements of Section 116 (a) 1. 2. Have a permanent label meeting the requirements of Section 10-111 (a) (2). Sea. 116 (a) (E) Field fabricated skylights and windows, and exterior doors, shall be caulked between the fenestration product and the building, and shall be weather-stripped. EXCEPTION: Unframed glass doors and fire doors. Sec. 116 (b) (F) Joints and other openings In the building envelope that are potential sources of air leakage shalt be caulked, gasketed, weather-stripped, or otherwise sealed to limit Infiltration and ex0tratlon. Sec. 117 (G) All insulating material shall be installed In compliance with the flamespread rating smoke density requirements of Section 707 of the UBC. Sec. 116 (c) (H) Heat pumps with supplementary electric resistance heaters shall have controls: 1. That prevent supplementary heater operation when the heating load can be met by the heat pump alone; and 2. 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. Sec. 112 (b) (1) Masonry or factory -built fireplaces shall have the following: I. Closable metal or glass doors covering the entire opening of the firebox. 2. A combustion air Intake to draw air from the outside of the building directly into the firebox, 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. NOTE: Not required if fireplace Is installed over a concrete slob and will not be located on on exterior wall. 3. A flue damper with a readily accessible control. EXCEPTION: When a gas tog, log tighter, or decorative gas appliance Is Installed in a fireplace, the flue damper shalt be blacked open If required by the manufacturer's installation instructions or the State Mechanical Code. 4. Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that Indoor air Is vented to the outside of the building, are prohibited. Sec. 150 (a) (J) All heating and/or cooling systems other than wood stoves shall have an automatic thermostat with a dock mechanism or other setback mechanism that shuts the system off during periods of non-use and that allows the building occupant to automatically set back the thermostat set points for at least 2 periods within 24 hours. sec. 150 (1) (K) The air handling duct system shall be constructed, Installed, seated and insulated as provided in Chapter 6 of the Uniform Mechanical Code. (Must be insulated to a minimum installed level of R-4.2 or be in conditioned space). Sec. 150 (m) (0) Duct systems shall comply with UL 181, Including collars. connections and splices. All pressure -sensitive tapes, heat - activated topes, and mostles shall comply with UL 181. UL 181 A, or UL 1819. Sec. I so (m) (P) Building cavities shall not be used for conveying air, Sec. 150 (m) (Q) Joints ens seams of duct systems and their components shah not be sealed with cloth baeln rubber adhesive duct tapes such tape is used In combination with mastic and draw bonds. sec. 150 (m) (R) Piping, buried or unburied, for recirculating sections of domestic hot water systems, piping Pram the heating source to the storage tank for an indirect -fired domestic water heating system, cooling system piping below 55 deg.F, and the first five feet of hot and cold water pipes from the storage tank for non -recirculating systems shall be thermally Insulated In accordance with Table: No. 1-T. Sec. 150 (J)2 (S) Lamps used In luminaries for general lighting in kitchens and bathrooms shad have efficacy of not less than 40 lumens per watt. (Fluorescent type lighting will meet this requirement). Sea. 150 (K) (1) In climate zones 14 and 16 a vapor barrier shall be Installed on the conditioned space side of of all Insulation In all exterior walls, unvented attics, and invented crawl spaces to protect Insulation from condensation, Sec. 150 (G) (U) Any now low-rise residential building shall meet the following minimum requirements: 1. Ceiling .Insulation. The opaque portions of callings separating conditioned spaces from unconditioned spaces or ambient air shall most the requirements of either a. or b. below: a. Ceiling shall be Insulated between framing members with Insulation resulting in an Installed thermal resistance of R-19 or greater for the Insulation alone. ALTERNATIVE to section 150(a) 1: Insulation which to not penetrated by framing memebere may meet on R-volue equivalent to Installing R-19 Insulation between framing members and accounting for the thermal effects of framing members. b. The weighted average U-value of callings sholl not exceed the U-volue that would result from Installing R-19 Insulation between framing members in the entire ceiling and accounting for the effects of framing members. 2. Lease fill insulation, When loose fill insulation Is installed, the minimum Installed weight per square foot shall conform with the Insulation manufacturer's Installed. 3. Wall Insulation , The opaque patrons of frame walls separating conditioned spaces from unconditioned spaces or ambient air shall meet the requirements of either a, or b. below. a. Framed walls shall be Insulated between framing members with Insulation having an installed thermal resistance of R-13 or greater. Framed foundation walls of heated basements or heated crawl spaces shelf be insulated above the outside ground line with Insulation having an Installed thermal resistance of at least R-13. ALTERNATIVE to section 150(c) 1: Insulation which is not penetrated by framing memebers may meet an R-value equivalent to Installing R-13 Insulation between framing members and accounting for the thermal effects of framing members. b. The weighted average U-value of walls shall not exceed the U-value that would result from Installing R-13 insulation between framing members In the entire ceiling and accounting for the effects of framing members. Sec. 150 (A)-(D) (V) Systems, equipment, and building components listed below may be Installed only If 1. The manufacturer has certified that the system, equipment, or building component complies with the applicable manufacture provisions of sections 11l through 119. 2. The system, equipment, or building component compiles with the applicoble installation provisions of section 111 through 119. Covered are: a, Appliances regulated by the Appliance Efficiency Regulations (Sec. 111). b. Space conditioning equipment(Sec. 112). c. Pool and spa heating systems and equipment (Sec. 114). d. Gas appliances (Sec. 115). e. Insulation (Sec. 118). Sea. 110 Certificate of Compliance: Residential (Part 1 of 2) CF-1 R PENA HENRY M 10/1812004 Project Title Date 1915 W. SAINT ANNE PLACE 5ANIAANA Project Address Building Permit # AC En ineerin 818 222-1292 Plan check r Date Documental on Author Telephone Computer Performance 8 Field check I Data Compliance Method (Package or Computer) Climate Zane Enforcement Agency Use Only GENERAL. INFORMATION Total Conditioned Floor Area: 733 ft2 Average Ceiling Height: 8.0 ft Total Conditioned Slab Area: _ 0 ft2 Building Type: (check one or more) Single Family Detached ® Addition ❑ Single Family Attached El Existing Building Multi -Family ❑ Existing Plus Addition Front Orientation* (South 180 deg_ Floor Construction Type: Q Slab Floor Number of Dwelling Units: 0.48 Number of Stories: 2 ❑ Raised Floor F3t11t,01N0 KtU _JNZ5ULATlE)N Const. Component Frame Assembly Location/Comments Type Type U-Value (attic, garage, typical, etc.) E -30 Roof(R.39.2x12.161 _ Wood 0.035 ExteriorHoof R-13 Wail (W.13.2x4.16) Wood 0.W8 Extel or Wall FENESTRATION Shadina Devices Type Orientation Area Fenestration Exterior Overhang Side Fins SF) U-E@ctor SHGC Shadin Yie-st /tNo Yes 1No Right (East) 3210 ._,.__.,.0.89 _..__. 51.70 _ Bug B reca ir91 Front (South), 20.0 0.80 0.70 8ua Screen 121 l.91_r.i1( 20 12,0 0&0 0.70 Riga Screen ❑ Rear (North) 21.0 0.80 0.70 guct Screen ❑] Q ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1111 110 ❑ ❑ ❑ ❑ ❑❑ ❑ ❑ 11 ❑ ❑ 11 to Run initiation Time:_Z1810414:57:00 Sun Code: 1Q9QJA§fg0 Ene ro3.i B Ene ft User Number.5628 Job Number. Pa eS of 9 Computer Method Summary Part 1 of 3 C-2 Project Title Date 0/1 S%2004 101- 1N SAiNiT ANNF Pi ACE - MANIA ANA Project Address Building Permit # AG Entlit3p-pring 818 222-1292 Fran Chef ate Dccumen tion Auth Teiephone Plaid ec ata Gam arnCe MISU100 Packs a ar Gom uter ]mate Zone Source Energy Use Standard Proposed Compliance (kBtu/sf--yr� Design Design Margin Space Heating 6.10 4.88 1.22 Space Cooling 8.49 9.17 -0.68 Damostic Hot 1 Ater 0.00 0.00 0.00 Totals 14.60 14.05 0.54 GENERAL INFORMATION ❑ Slab Floor Conditioned Floor Area733 Floor Construction Type: ❑ Raised Floor Building Type:Single Fam Detached Building Front Orientation: (South) 180 deg Total Fenestration Areal 1.6% Number of Dwelling Units0.48 Total Conditioned Volume6,864 Number of Storles:2 Slain Floor Aroa:O BUILDING ZONE INFORMATION # of Thermostat Vent Zone Name Floor Area Volume Units Zone Type Type Hgt. Area NEW Id AC 7'Aq _._5,WA ...,11 kr;,,.. Cninnditinnad Nn fir nnk S ...._..ale OPAQUE SURFACES Solar Act. Gains Tye Area U-Fat. Azm. Tilt Y / N Form 3 Reference Location I Comments Rnnf _-__-7,39 -_Q JM . _0 _ .-.22. - NEW AnnlTinbnt 3dL- 176 (l 11M _. _ go , � , Pn ,B:13 wall (W 1. x4JRn) NEW AnniTinhi &aiLr... 213 ...,.0!)88.._3An. _._..8i3 13 9%41a.. 6) ..,,� IWEinr ADDITION �CitalL®._912.,__0 08 ,_._.1L._...-go �13Wd��13WAS)R� WApni:[i I EnernyPro 3.1 By EnargySoft User Number. 6628 Job Number. Pane:7 of 9 1 Certificate of Compliance: Residential Part 2 of 2 CF-11R PENA HENRY M 19/18/2004 Project Title Date HVAC SYSTEMS Note: input Hydrants or Combined Hydronle data under Water NeaUng Systems, except Design Heating Load. Distribution Heatingg Equipment Minimum Type and Duct or Type (fumace, heat Efficiency Location Piping Thermostat Location 1 pump, etc.) AFUE/HSPF ducts, attic, etc, R Value Type Comments rantraj Eurrian-a 93% AFUE 42 No Sptbank ,,, NEW HVAC Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location 1 heat pump, evap. cooling) (SEER) (attic, etc.) R-Value Type Comments Split Air Conditioner 13.0 SrrR A.,?_: No Satbnck biF%1 HVAr; WATER HEATING SYSTEMS 1 Rated 1 Tank Energy Facts External Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby Tank Insul. System Name Type Type S st. Btu/hr al Efficient Loss % R-Value 1 For small gas storage (rated inputs of less than or equal to 76,000 Btulhr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input of greater than 75,0D0 8lulhr), list Rated Input, Recovery Efficiency and Standby toss. For Instantaneous gas water heaters, list Rated input and Recovery Efficiency. REMARKS This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to Implement them. This certificate has been signed by the individual with overall design responsibility. The undersigned recognize that compliance using duct sealing and TXVs requires installer testing and certiifca6o and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Documentation Author Name: Name: P-EJM6N IQUFIGHI. P.E Title/Firm: D. DESIGN INC. Title/Firm: AC Engineering Address: 18075 VENTURA BLVD# 222 Address: 22543 Ventura Bivd Suite#211 ENC, CINO, CA 91316 Woodland Hills, CA 91364 Telephone: (818) 943-0504 Telephone:(Uls)222-1292 Lic. M , (P. 10l i`1/0 (signature) (date) gnatur (date) Enforcement Agency Name: Title/Firm: Address: Tolanhrinp- s1 naturelstam date knergyEft3.1 By Ene ysait User Number.5628 Job Number. PaasA of 9 Mandator Measures Checklist; Residential M1=-1R NOTE: Lowdare residential buildings subject to the Standards must contain these measures regardess of the Compliance approach used. Items marked with an asterisk may be superseded by more stringent compliance requirements listed on the Certificate of compldance. i4 ten this chetddist Is incorporated into the permit documents, $`ae feaWree noted shall be considered by ail parties as binding minimum component speclf xA6t i:,A. DESCRIPTION instructions: Check or Initial applicable boxes or enter N/A If not applicable. DESIGNER ENFORCEMENT Building Envelope Measures 0 150(a): Minimum R-19 ceiling insulation in wood frome assembly, or equivalent U-value. 150(b): Loose fill insulation manufacture's labeled R-value. 150(c): Minimum R-13 wait Insulation i1 framed walls or equivalent U-value. 150(d): Minknum R-13 raised floor insulation In wood framed floors. 150(ly Slob edge insulation - water absorption rate < 0.3X water vapor transmission rate < 2.0 permfinch. 1t& Insulation specified or Installed meets quality standards. indicate type and form. ® 116-17. Ferintrailan Products„ Exterior Doors and infiltration tration controls Z Ext doarsf and wn s weat srlabeled Mli � all joins and p�ueVa#tkna'aaaulkeddn and ztec� U#kxitlon, 1%9): Vapor barriers mmdatoryin Climate Zones 14 and 16 only. ® 150(f): Sj;pedd infiltration barrier installed to comply with section 151 meets commission quality standards, 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. #�taeonry and fact ry-b fie ease hove closeable doors, outside air intake with damper and control, an flue 2clamper an can 2. No continuos burning gas pilots allowed for fireptow, decorative gas appliances and gas logs. Space Conditioning, Water Heating and Plumbing System Measures 110-13: NVAC equipmeriL water heaters, drowerheade and faucets cortiled by the Commission. 150(h): Heating and/or coding foods Calculated in accordance with ASHM SMACNA or ACCA. ® 150(1): Setback thermostat on all applicable heating and/or cooling systems. 1W&. Pipe and Tank Insulation 1. Storage gas water heaters with deal than �},58 an totter shalt be epctemafi! with R-12 2 Back-up tanks for solar syete» untied #wags tan or other indirect hat waterwm� have 1-12 external oulatkxt a R-1t3 patnnbineti ktiemdliacterrai ire r 3m, pl0ktg beiwaen hen# source and tank Insulated. lnsulcUon an the fist 5 of pipes closest to water heater tank, non-racirculatktg systems ER 4gar- g� �),b rid or expioied piping In recirculating sectlons of hot water e, rbtema. coaling system F. 150(m} Ducts and Fans 'Alin curls eted, In 1 d sexnf to currmat UMC 6t)1 In eta! to a mInintrm R-4.2s or mnC art sly within cart i�s3r►so space . Cann s of met ducia an� finer core of flex ducts mechanical) fastened. Openln� ga sealed with mom{ , tapq, sal sealant or other duct closure system that meets the aW$odbde UL lat. p��Inge are or that I/it Inch sealed with a combktati of mostic and either m tape. Insulated p� tract In marked with R-value every 3 set. 2 Foctory-Fabricated du an dosura cyst hdudin sdlars, actin a and Ikxis3 comply with UL 181• preaeatre eamalthe taps, rieat-activated tapes. andgmastias com yp loom UL 1 n. 3. Maid -Fabricated Duct Symt a. Foc#ory-made rigid ffb�rd and flexible ducts comply with UL 181, pressure -sensitive tapes, mosI'M aerosol sealants or other closure systems meet applicable requirements of UL 181. U1 181A or ubsi8. red ts. �h . and sate t(rs tapes comply with applicable UL 181. Mesh and madk non- toxk, wanner resw��a{t�artflt and17 ratp na use�{� �e_Dra cis u ductt t ��I s ftni a ig�t-matingowf �a0paipnas, #fog a i�tod with 'ju'it n 9 airs n mum ran e le an In tool. Aeroad -sedan meet a UL t , ants, applied per manufacture specifications, and any t or mastic used In awtIh rnmetnB1. 4. EA ust fan systems have bock draft or automatic dompam. 5. Gravity ventilating systans have either automatic or readily accessible, manually operated dampers. Q 114. Pod and spa Heating Systems and Equipment 1, tertiflea wish 78% thermad efficiency, on -off switch, weatherproof Instructions, no pilot or electrical 2 System to Installed with at least 36" of pipps between filter and heater, cover for outdoor pods or spas. � 3. Pod system has directional Inlets and a circulation pump time switch. LZ1 115 Central Furnaces, pools heaters or household cooking appliances have no constant pilot light. Lighting Measures 150(k)': 40 lumens/watt or greater for general lighting In kitchens and rooms with tubs or showers (alternative: In laundry, garage. ect. with all outdoor €ighting mounted to the building 40 lumene/Watt or equipped with motion sensor): and recessed incandescent calling fixtures am iC (insulation cover) approved. SHEAR PANEL STUD WALL AS PER PLAN 20d NAILS ANCHOR BOLTS AS @ 48"O.C. PER SHEAR WALL SCHOL DBL JOISTS OR E.N. BM. PER PLAN SHrG PER PLAN SHTG FLR. JST MTL FLASHUS MTL FLASKG /,,—FLR. AS PER PLAN PER PLAN SIMP. HU28 2X14 STRINGERS @ 16' O.C. IL F.J. PER PLAN • 7 112 MAX 2X6 P.T. BILL AS PER PLAN —1(YMIN Ill"MIN SIMP. A-35 ON 2 X4 STUDS @ 16, O.C. 71Z BOTH SIDES — #4 @ TA BZ 4z' I MIN. 86 MIN' 177,-7�K- J& 2-2 X P.T. A. (2)-#4T&B L T S" IN CONT. (1) #3 CONT. CLR 3 '"2 nm nni T 5/80 DIA, x 61 ANCHOR BOLT ANCHOR 9 4- .. . AT 4W O.C. PER PLAN - NT. FTG. AS PER PLAN PER PLAN DEPUTY INSPECTION IS REQUIRED DRILL 5/8' 0 HOLE USE SIMPSONEPDXY- TIE Er- W t RR # 25185) PLACING # 4 BARS X IS' LONG OWL @ TOP & BTM, AS SHOWN... EXISTGS FTG'S AS PER PLAN­.'­­,- EQ. #4 AT TOP & OTM. AS SHOWN. 4'TK. CONC. SLAB WITH #4 @ 16'o.c. E.W. @ CENTER LINE (TYP.) 4' LAP 12' MIN. 11 UL!'- #4 HORZ. @ NOSEIr (TYP.) #4@ 121 o.c. AS SHOWN @ 0 OF CONC. - ------- v- 244 9 BOTTOM a, CLR --------- 12, POST AS PER PLAN SIMP CB PER PLAN. CONTINUOUS FOOTING WIDTH, DEPTH AND REINFORGEMENTAS PER PLAN. (MONO POUR) SHTG PER PLAN R.R. JST AS PER PLAN $IMP. HU28 SIMP. U210 • DBL JDrsTs OR SM. PER PLAN 2X14 STRINGERS 16, 0.01 2x STUDS 9 160 O.C. 20d NAILS @ 6- O.0 FLOOR SHTaS BM PER PLAN SIMP.EPC POST PER PLAN 2X STUDS 16U O.C. 3/6' DIA. X So LAG SCREWS # SHEAR PANEL SPACED AS S.W.S. A$ PER SXS FLOOR SHTGS FLOOR JOISTS AS PER PLAN E.N AS PER PLAN 1WMIN, 2X BLKG SIMP. A-SSON BOTH SIDES MIN. SHTG PER PLAN FLOOR JOISTS 2 X PL CONT. AS PER PLAN E.N AS PER S,W.S DSL R.R. JSTS OR BM PER PLAN fff 2X4 STUDS 2X S= @ 16* O.C. # SHEAR PANEL AT124O.C. AS PER S.W.S SIMPSON A-36 AS PER S.W.S FLOOR JOISTS &STUDS 2X STUDS 9 160 O.C. 20d NAILS (jP 6- O.0 - SIMPSONA-35. FLOOR SHTGS AS PER S.W.S FLOOR JOISTS AS PER PLAN 2X BUCG @ 48"O.C. 2X STUDS @ lw O.C. # SHEAR PANEL AS PER PLAN B.N. 2X BLWG, EA SHEAR PANEL AS PER PLAN C7 # SHEAR PANEL AS PER PLAN E.N 2X BLKG EN SHEAR PANEL AS PER PLAN Ural (N) COX. PLYWOOD W/ 8d NAILS @06712, O.0 SIMP: 'A-35 AS PER E.N 2X BLKG 5- 16d NAILS EN AS SHOWN. —(N)2XFASCIA. C.J AS PER PLAN EN 2X BLUKCG PER sws- # SHEAR PANEL ASPER PLAN ROOF SHTG AS PER PLAN SIMP. A-35 AS PER S.W.S EN 2X BLKG E.N 2XTRIM JOIST GA AS PER PLAN E.N 2X 8LK0 AS PER sws 4XI2 SM. SHEAR PANEL # — <1 AS PER PLAN 2X STUDS @ Iw O.C. (11 SIMP. Hi PER PLAN KP.AS PER PLAN SIMPSONST.2215— A.E.N. @320o.c. RDS. RRD. OR SM. PER PLAN RR AS PER PLAN KPAS PER PLAN DBL:TOP PL. (TYP.) NEW SIMP. ECO POST PER PLAN LEDGER EN. W/ 20d NAILS 9 alo.c. SIMP. HANG. ROOF SHTG AS PER PLAN SIMP.P.HOP B.N. 2X SLIKS. ?51? la5?" B. SIMP. M5T37 VERT. B.N SIMP. A-35 AS PER S.W.S. LSIMP. A-35 AS PER S.W.S. 20 @1 6"o.c. ROOF SING AS PER PLAN NEW SIMP. ECC SIMP. cc INVERTED CDX. PLYWOOD SHTG. PER PLANS (2)4' X 14u X 1/4" THICK STL PLATE W/ 4- 5/8" 0 BOLTS (2)-4n X W X IMP THICK STL PLATE W/ 4- 5/811 0 BOLTS C.LG SM OR DBL. C.J. (WHERE OCCURS) PER 2X4STUDS OSL BLKG. 20d NAILS FLOOR SHTGS E.NAS PER PLAN 15445 VENTURA BLVD., SUITE 367 SHERMAN OAKS, CA 91403 TEL: (818) 402-4485 FAX: (818) 479-9690 www.midesigncorp.com AS PER PLAN LFLOORJOISTS AS PER PLAN 7/1 ill 1% POST ORDSLSTUDS SIMIRSTRAP PER PLAN FLOOR SHTG. AS PER PLAN END FLOOR JOIST 3LAN DBL TOP PLATES Y, OST OR DBLSTUDS—z x DEPUTY INSPECTION IS REQUIRED (N) 4X4 STUD AS PER PLAN NEW 51W 0 THREADED ROD W/ ff'MIN. EMBD. & I 3W MIN. EDGE DISTANCE. USE SIMP. SET EPDXY (RR # 25279) PANEL AS PER PLAN. NEW SHEAR WALL J EXISTING CONT. FTG. (N) CONC.PAD AS REQUIRED 2X P.T. HOLDOWN ANCHOR MIN, EDGE MIN, EMSD. HOLE DIAM. BEARING MODEL DIAM. DIST. DEPTH PLATE SIMP, HD2A/5A 13/4' 10, 518" + 1116, 2.5* X 21.5 X IM RR# 24818 SNONH11 718" 13/41 16, 716'+ 1/15* 3' X SIX 114* 4818 1 SIMP. HDBA 20`I 71W + 1/16' 3*X3*X1W 24818 !RR# SIMP. HD14A 1 K 1314' 20, 7/811+1/10 30 X WX 1/41 RR# 24818, NEW 4x'POST V SHEAR WALL PANEL AS PER PLAN, AS PER PLAN SIMPSON HDA AS PER PLAN XND, TABLE BELOW P.T. SILL PLATE 7 IT wl NEW CONTINUOUS FTG. HOLDOWN ANCHOR MIN. EDGE MIN, EMSD. HOLE DIAM, BEARING PLATE MODEL DIAM. 'DIST. DEPTH RR# 25293 SIMP. HD2A 1 3w 12' 6181+1/161 2.5' X 0.6 X 1/4' RR# 24818 SSTS16 SIMP. HD5A 5/81, I 311v 18g. 5fS* + 1116, 2.64X2*.5XI/4* RR#24818 SSTS20 I SIMP. HDSA RR# 24818 718" SSTS28 13/4' 24k 716'+ 1/16* 2.5m X 2'.5 X 1/4' SIMP. HDSA RR# 24818 7/80 SSTS28 13/4* 24P 71W + 1/16" 2.5' X 21.6 X 1/4' ISIMP. H010A RR# 24818 7 SSTS28 1314s 24 7184+11161 So X 2'.6 X 1/4' Cd Gt 0 CD ui z C/) w CL M 0 Igo. C53zI0 (n w Ix rti tm Lu :E < z uj z m m a 0 Lim" m z IL w C/3 NOTCHING AND BORING LIMITS FOR WOOD STUDS 13ORED HOLES BORED ORE HOLES STUD NOTCH x 4 STUDS- ims' MAX. x 6 STUDS- 23t1s' MAX. STUD 40%v ALLOWED 40% ALLOWED ANY WALL NONBEARING PARTITIONS DRAWING i DRAWING 3 STU[ NOTCH 4 STUDS-17116` MAX. 6 STUDS- 2 3116* MAX. 30RED HOLE 4 STUDS-1vis-MAX. 6 STUDS-23m, MAX. IORED HOLE -►j 2xBY 4 STUDS-7w MAX. 2xBY 6 STUDS-13w MAX. STUD 60`Yn ALLOWED 25% ALLOWED ANY NONBEARING WALL EXTERIOR WALLS AND OR EACH BORED STUD DOUBLED BEARING PARTITIONS BORED HOLE NOT PERMITTED IN MORE THAN TWO SUCCESSIVE DOUBLED STUDS DRAWING 2 DRAWING 3 MAXIMUN ALLOWED NOTCHING AND DRILLING FOR NORMAL CONSTRUCTION WITH 2 BY STUDS SUBFLOL JOTS" PIPING FLOOR FRAMING TO ACCOMMODATE PIPING AND DUCTWORK NOTCH IN PLATE SIX 16d NAILS EACH END PLATES 0.058 INCH THICK (16 CA) BY 1 112 INCHES WIDE (MIN.SIZE) METAL STRAP. TYP. @EACH PLATE CUT PLATE FRAMING TO ACCOMMODATE PIPING N JOIST NOTCHING AND BORING OF S OR LOCATION SIZE AND LOC A F BOTH NOTCHES AND BORED HOLES IN JOISTS/RAF! ERSNOTCHES C S BORED FOURTH DEPTH. HOLES 0 ON THE ENDS OF JOISTS SHALL. NOT EXCEED ONE THE JOIST O O INCHES OF THE OR IN JOISTS SHALL NOT BE WITHIN 2 #N H OP H T BOTTOM OF THE JOISTS AND THE DIAMETER OFANY SUCH HOLE SHALL NOT EXCEED ONE THIRD THE DEPTH OFTHE JOIST NOTCHES IN THETOP OR BOTTOM OF JOISTS SHALL NOT EXCEED ONE SIXTH THE DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. SEE BELOW (NOTE: IF.FLOOR/ CEILING ASSEMBLY SEPARATES TWO DWELLING UNITS,ALLOW 114 INCH CLEARANCE AROUND PIPING FOR SOUND TRANSMISSION CONTROL.) D/4 NOTCHING @ END 2x6 =1 318' JOIST 2x8 =113116' 2x1O = 2 5116` D (ACTUAL DIMENSION) 2xi2 = 213116' D/4 MAX.ATTENDS D16 NOTCHES @ END 113 016 MAX. 2x6 =151161 T_ D (ACTUAL DIMENSION) 2x8 =1 1140 JOIST 2x1O =19116' 2x12=1718' BORED HOLES W3 CUTTING AND NOTHING LIMITATION 20=13/164 2x8=27116' 2xlO =31/16' 2xi2=3314' . Z`vllt �'aMeo0°� O BORED }TOLES IN JOIST NOTCHING AND BORING LIMITATION -FLOOR JOIST SHEATHING SHEATHING PER PLAN PER PLAN --- BOUNDARY BOUNDARY NAILING NAILING PER PLAN �Z== PER PLAN--ti BL K'G OR 8LK'G OR RIM JOIST RIM JOIST PER PLAN --•-v PER PLAN SIMPSON A35F SIMPSON A34 OR LTP4 AS EDGE Z- 5PECIFIED� NAILING SOR ECI ED EDGE NAILING SHEARWALL SHEARWALL SHEATHING SHEATHING AS SPECIFIED—,DBL TOP AS SPECIFIED FIELD PLATE NAILING. TYP. STUDS NAILING, TYP. PER PLAN SIMPSON MODEL NO. FASTENERS SIZE NO. A34 8d x 1 1/2- 8 A35 Sd x 1 1/2' 12 LTP4 Lad x 1 1/2" 12 DBL TOP PLATE - STUDS PER PLAN JOIST OR RAFTER PER PLAN Rn NOTCHES MIN. W-O'O.C. B'py MAX. BORED HOLE ............ .................. ............................................................ _.. ':.l.':.l'%'.*.7.*.".*. ................ ........ ................................................ ........... . . ....... ............ . ............ .. . ................. ...:..:: ............. ........... .................. ................. ....... ........*.*.,.,�l.*.*.,.,.,.*.*.,.*.*.*.,.*."",.*.****,*,**"**"***.*.l.,.*.,.*".,.,.*14.*.*.,.*.*.,.,.,.*.*.,.,.,.*.*.*.,.*.,=...-.....�...-..........-....4 .... I ............ —. . ........ ,!!... ...... I- . .. ..... .1 .................... V ........ L ........... :.j ......... ..... ............. 11/4' x 16tA STRAP W $-1W WU fA IRO 9 W PLATE LS W ICIT IEIM TLR SILL PLATE) EX6 DEL. TOP PLATE 2X6 OR 3X6 SILL PLATE SlltifAR _j HANDRAIL�DETAIL SHEATHING PER PLAN BOUNDARY NAILING PER PLAN 2x BLK'G OR RIM JOIST SIMPSON A35F OR LPT4 MAY BE INSTALLED OVER- PLYWOOD. PROVIDE FULL LENGTH 8d COMMON NAILS THROUGH PLYWOOD.a--�.� EDGE NAILING FIELD DBL TOP NAILING, TYP.-- PLATE SHEARWALL STUDS SHEATHING PER FLAN AS SPECIFIED SIMPSON LTP4 ; AS SPECIFIED /7 DBL TOP PLATE PLYWOOD/OSB SHEATHING PER PLAN. SEE SHEARWALL SCHEDULE AS REQUIRED FOR NAILING ]ON 4x SOLID BLOKING LAG SCREWS TANK TIGHT iAGNIST GYPSUM WALLBOARD WOOD 2x4 LEDGER 1 FIRT STUD NOT BEHIND WATER HEATER LINE ' CONNECTING POINT OF SUP 6" MAXIMUM FLEXIBLE WATER CONNECTIONS WATER HEATER 7" MINIMUM 6" MAXIMUM 3/4"x24 GAUGE PERFORTED STEEL PLUMBERS TAPE ENCIRCLING TANK FROM FRONT AND BACK 4 MINIMUM 1/4" DIA.x3" LAG SCREW 1 /4" DIA.x5" 2"MIN. O O LAG SCREW -1/4" DIA.x3" 3/4"X24 GAUGE ` PERFORATED STEEL PLUMBER TAPE PLAN I;IaNNEGTLDN- ELEVATION WATER HEATER ON STRAIGHT WALL. 1 3/4" 1 3/4" NOTCHES MIN. W-D'MC. I IW 0 HAX, BORED HOLE =i:: L Ii4' x 10A. STRAP W frlOd NAZIS TA W AT EAOL PLATE (STRAP NOT RMM POt SILL PLATE 2X4 DBL TOP PLATE 2X4 LR 314 Sill. PLAT£ SIMILAR FLEXIBLE WATER CONNECTIONS 1/4' DIA,x3' LAG SCREW WITH FLAT WASHER WOOD STUD FLEXIBEL GAS CONNECTION MATERIALLS NEEDED -4'-10" LENGTHS 3/4 z24 GI PERFORATED PLUMBER TAPE -8-1/4"x3" LAG SCREWS ANC --STUD FINDER TOOLS NEEDED -POWER DRILL -3/16" DRILL BLT -MEASURING TAPE -7/16" OPEN END OR ADJUSTABLE WRENCH MATERIALLS NEEDED -GYPSUM WALLBOARD (FIRE RESISTANT DRYWALL) -24 GAUGE WIRE --2-2x44`-O"TO 6'-0" LONG -4'-10" LENGTHS 3/4"x24 GAUGE PERFORAED) P?'I"T '- 2 ?.APE 4-1/4"x5" LAG SCREWS -4-1/4"x3" LAG SCREWS TOOLS NEEDED -POWER DRILL. -MEASURING TAPE -1-1/4" ORIL.L BIT -7/16" OPEN END OR -1-3/16"DRILL. BIT ADJUSTABLE WRENCH -STUD FINDER 0 0 0- 0 0 GYPSUM WALLBOARD 0 -.- - WOOD 2x4 LEDGER 1 /4" DIA. LAG SCREW WITH WASHER 3/4"x24 GAUGE PLUMBERS TAPE 15445 VENTURA BLVD., SUITE 367 SHERM IN' OAKS, 0A 91403 TEL.: (818) 402--- 4485 FAX: (818) 479--9690 www.midesigncorp.com Q O �i a cn tx .......... J ...1 w Z' v ITJ ul F-.. x cn 0_ te: O�R.Q��� 4RpFE55 9 MA410 No. C33210 Y a Exp.a N107 z w a q�, tt�' { V U) W v� 0 Gt w w z Z w o Ott u�% ; a. 0 ixSGDw z r w vn GENERAL: 1. All details, sections and notes shown on the drawing are intended to be typical and shall apply to similar situations elsewhere unless otherwise noted: Notes and details on drawings take precedence over general notes and typical details. 2. In no case shall working dimensions be scaled from plans, sections or.details on the structural drawings. 3. See Architectural drawings for doors, windows, non -bearing interior and exterior walls, elevations, slopes, stairs, curbs, drains, depressions, railings, waterproofing, finishes, etc. 4. Contractor shall verify all dimensions and conditions at the site and shall report any discrepancies to the Engineer. The Contractor shall be responsible for coordination of all work and materials including those furnished by sub -contractors. 5. All omissions or conflicts between the various elements of the working drawings and/or specifications shall be brought to the attention of the Architect and/or the Structural Engineer before proceeding with any of the work involved. 6. All workmanship and materials shall conform to the requirements of the Governing Building Code. 7. All ASST, designations shall be as amended to date unless otherwise noted. 8. All concrete is designed by ultimate strength design. 9. Refer to the specifications for information not covered by these general notes or the Structural Engineer where applicable. 10. Continuous (or special) inspection shall mean inspection done continuously by a Registered Deputy Inspector currently licensed by the City or Governing Agency. 11. The contractor shall be responsible for safety and in and around the job site and/or adjacent properties. 12. Shop drawings shall be submitted to the Building Department Architect and Structural Engineer prior to fabrication with sufficient time for review of design intent (minimum of 10 working days). 13. During and after construction, builder and/or owner shall keep loads on structure within the limits of design loads. 14. Provide drainage at the base of retaining walls and at the base of all basement walls. See details. 15. The contractor shall be responsible for safety in and around the job site and/or adjacent properties. 16. The contractor shall be responsible for bracing and shoring all excavations, temporary and existing structures, and partially completed portions of the work to assure the safety of any person coming in contact with the work. 17. The contractor shall take all steps necessary to ensure the proper alignment of the structure after the installation of all structural and finish materials. 18. Contractor shall notify adjacent Property Owners, in writing, of his intention to start the work, and that an excavation will be made, a minimum of 10 days before the start of work so that Property Owners may protect their property. CONCRETE: CONCRETE: Condition Concrete F'c @ 28 days PSI Steel Reinforcement Fy (yield) PSI Continuous Inspection Required Continuous Ftgs 2,500 60,000 No isolated 3000 60,000 YES I Grade Beams 3,000 60,000 YES Note: A higher grade of concrete may be substituted for those shown above, but will be subject to the code requirements of the higher grade. 1. Cement shall conform to ASTM C1 50, type 11. (U.N.O.) 2. Hard rock aggregate shall conform to ASTM C33. Their maximum size shall be I inch for footings, caissons and grade beams and 1 inch for all other work. Pea gravel shall not be used without written permission of Engineer. 3, ightweight aggregates (conform to ASTM C330) shall be approved and their maximum size shall be 1/2 inch. 4. Concrete cover over reinforcing shall be as follows: (U.N.O.) A) Poured against Earth 3 inches clear B) Exposed to Earth, but poured against forms 2 inches clear C) Main bars in columns and beams 2 inches ,,-,,'Jear D) Structural slab 1 inch clear E) Walls 1 1/2 clear F) Slabs on grade at center 5. All reinforcing shown continuous shall be lapped 36-diameters at splices and shall be made away from points of- maximum stress. Minimum lap shall be 24" long. 6. All reinforcing steel, dowels and anchor bolts and other inserts shall be secured in position prior to pouring concrete. 7. Continuous inspection is required for all concrete in excess of 2,500 PSI. (U.N.O.) 8. Anchor bolts shall be embedded into concrete per U.B.C. Table 26-G, (U.N.O.) 9. Dimensions are not furnished to Simpson 11HDN1 or "PA" type holdowns. It is the responsibility of the Contractor's Superintendent, the Framing Contractor and the Concrete -Contractor to locate these anchors in the exact location. Refer to details for proper installation. See Structural and Architectural plans. 10. A statement of mix design shall be made for concrete designed by Method 11. The average trial batch strength shall exceed the specified strength Fle by 25% or 900 PSI, whichever is the least. 11. Before concrete is poured, check with all trades to insure proper placement of all openings, sleeves, curbs, conduits, bolts, inserts, etc. relating to work. 12.. Only one kind of concrete shall be poured on the job at one time. 13. All sleeves not specifically shown on the drawings shall be located by the trades involved and shall be approved by the Engineer. 14. Drypack concrete shall be one part Portland cement and one part sand with sufficient water to allow a small amount of paste to come to the surface. 15. Concrete grout shall be non -shrinking with sufficient water to allow pouring ultimate compressive strength (F'c) at 28 days shall equal 2,000 PSI 16. Mix that produces lowest slump compatible with proper placement shall be used. The maximum concrete slump shall be 3 inches plus or minus 1 inch for slabs on grade and 4 inches plus or minus 1 inch for all other work. 17. Location of construction or pour joints must be approved by the Structural Engineer if other than shown on the plans. 18. No pipes or ducts exceeding one-third the slab or wall -thickness shall be placed in structural concrete unless -specifically detailed. See the Mechanical and/or Electrical Drawings for location of sleeves through walls and floors. 19. Refer to Architectural drawings for molds, grooves, ornaments, clips, or ground required to be cast in concrete, and slab depressions. 20. Removal of forms: Supporting vertical surfaces- minimum* 2 days; supporting horizontalsurfaces- minimum 14 days (U.N.O.).0 See slab shoring notes. 21. Maximum weight of lightweight concrete shall not exceed 110 PSF. 22. Contractor to provide Structural Engineer with results of concrete compression tests, within 24 hours of testing. Testing laboratory to Fax/Mail test results directly to helou structural design REINFORCING STEEL: 1 Reinforcing steel shall be new stock deformed bars conforming to ASTM A615 as follows unless otherwise shown: A) # 3 bars and smaller GR40 B) # 4 bars and larger GR60 2. Electric welded wire mesh shall conform to ASTM A- 185 (except at slabs on grade which may be GR40). 3. All bars shall be free of loose and flaky rust and scale, grease, or other materials which might affect or impair bond. 4. All bends to be made cold. 5. Do not weld grade 60 reinforcing unless special approval is obtained from Structural Engineer. FOUNDATION: Soil allowable bearing pressure is based on 1,000 psf. FRAMING LUMBER: 1. framing lumber'shall be douglas fir -larch #2 unless noted' 4 otherwise, and grade marked per WCLB specification. 2. structural plywood shall be douglas fir conforming to commercial standards PSI-96, structural I exterior type grade C-D. 3. nailing shall Conform to section 25 of the U.B.C. unless otherwise noted. grade stamped APA . substitutions, for framing hardware, shall not be used, unless approved. 4. use double joists under walls or partitions parallel to joists ' solid blocking under walls or partitions must be perpendicular to joists. 5. max. moisture content shall not exceed 19% for all structural members. 6. provide washers under heads & nuts of all bolts & LAG screws bearing on wood. 7. boltholes must be nominal diameter of bolts plus 1/161 unless otherwise noted. 8. framing lumber sizes 6x and bigger shall be #1 , unless noted otherwise NOTES: 1. Contractor shall be responsible for shoring the structure. 2. Use 1/2�1 CDX,structure 11, plywood with 8-d nails at 6'/12"',o/c, for roof diaphragm. Use common nails only. PANEL INDEX 24/0. Blocking not required U.N.O. 3. Use 5/8" CDX structure 11 plywood, with I 0-d nails at 6111161 o1c, for floor diaphragm. Use common nails only. PANEL INDEX 32/16. GLUE PLYWOOD TO FLOOR 4. All shear panels shall be constructed & sheathed continuously between lateral restrained points (i.e. roof/floor diaphragm), (U. N. 0). 5. Use lumber grade DF # 2 for members having nominal width of 2" or 4' maximum, (U. N. 0). 6. Use lumber grade DF # 1 for members having nominal width of 6" or more, (U. N. 0). 7. Use approved joist -beam hangers, post caps/bases at all:new constructions, (U. N. 0). 8. Use normal weight concrete with: 1. Fd = 2,500 PSI at 28 days, for slab and conventional footings, Fd = 3,000 PSI at 28 days, for grade beams and piles, with continuos inspection. (Type V concrete). 9. Use ASTM grade 60 for reinforcing bars except # 3 ties (use grade 40). 10. All off -site welding shall be done in an approved & certified fabricator's shop. All on - site welding shall be done by a licensed welder, with continuous inspection. (Galvinized where exposed). 11. Hold down specifications shall be as per the latest approved issue of Simpson catalog or an equal. Also, hold down hardware, must be secured in place prior to foundation inspection. 12. Roof diaphragm nailing to be inspected before covering face grain of plywood shall be perpendicular to supports. 13. In case of discrepancies in these plan, the contractor shall notify the Engineer of record prior to commencing any constraction. TIMBER NAILING SCHEDULE: Joists to sill or girder Bridging to joist (TOE)---_ - -- - ------ ----- - ------ 1x sub- floor to joists (FACE)-----' - - - - -------------- 2 x sub floor to joists (FACE) ------------------ FACE) - - ---- --------- - ­- --- Plate to joists or blocking (FACE)-----------------____-_ Stud to plate Top plates - spiked together (FACE)------------------- - plates - laps (FACE) 4!-0" Ceiling joists to plate (TOE) ---------------- - -- - ------- Ceiling joists laps & 1,2 SHEAR WALL SCHEDULE Panel Nailing BIkg. to Sill Sill Double Mark, Sheathing Double Plate Plate to BIkg. Anchor Emb. Shr. Material Perimeter Field Connection Connection Bolt Dpt.h. Plf. 4 10d 10d A35 (0 1/2' Plywood 9 @ 161 o/c Or 20d NAILS 618' Dia. @ Structural 1 611 C3/C 12, C/o 16d 9 5" old @ 6. 01C 480 old 94 235 3,4 111d 10d A35 @ 12" O/c 518' Dia. @ 1120 Plywood @ @ Or 3/84 Dia. x 327 o/c Or 9-9 380 Structural 1 49 o/c 12' O/C 6' lag bolt @ SDS lWx6 3/44 Dia. @ 516 1640/c @W010 48N o/o 10d 10d A35 @ 8" old 112' Plywood Structural 1 @ 38 o/c @ 12, c/o Or 3/8, Dia. x 64 lag bolt Ca) SDS 1/40 x 6 @60 old 518' Dia. 321 O/C 911 498 5.6 12, O/C 3,4 10d 10d A35 @ Wo/c 1/29 Plywood @ @ Or 3/8' Me. x 618' Dia. @ 94 650 Structural 1 211 c/o 12,010 6' lag bolt@ SDS I19x6 24' o/c. 84 o/C @ 4' o1c 6d 8d A35 @ 51W Dia. @ 3/8- Plywood Structural 11 9 60 01C @ 12,010 1611 c/o Or 16d @ 6- o/c 20d 48' old Or 314' Dla. @ 9% 165 321old 51W Gyp- 6d cooler 6d cooler led Board Both Sides @ 75 o1c @ 78 old @ W Ole 16d @W01C 51W Dia. @ 48R o1c 91 60 7/E' Portland 1110- #11 A36 @ V7 Cement Plaster Nails @ a, 0/0 32olc Or 20d 0 8- c/o 20d (P W c/o 518' Dia. @ 48- o/c 90 90 1. This nailing schedule is for common nails. This is in addition to the minimum nailing required by CBG (Latest Edition). Use common nails only. See additional shearwall notes. 3-8d 2-8d 2. Spacing of A35,16d nails, and anchor bolts is bo be reduced by 1/2, if plywood sheathing occurs on both sides of wall. 2-8d Anchor bolt spacing shown on foundation plan is minimum, unless noted otherwise. 2-16d 16d @ 161 3. Framing shah be 31 nominal and nails shall be staggered. Also, structural observation is required. See additional notes. 16d @ 241 4. Where plywood is applied an both sides of a wall and nail spacing is less tban 61- �/o either side. Panel joints shall be 10-16d This nailing schedule isfor common nails. This is in addition to the minimum nailing required by UBC table 25-Q; and 3-8d offset to fall on different framing members, of framing shall be 311 nominal (3X studs edges '& 3X sill plate) and nails 3-16d on each side shall be staggered. Gelling 9elling Joists to parallel rafters (FACE)---------------------- 3-16d Rafter to plate (TOE)----.. - ---------- - --- - -- 3-16d Built-up corner studs (FACE)--------------------------- 16d 0 24!1 GLIJILAM BEAM 1. Glularn members shall be fabricated by a licensed fabricator per WCLA, AITC and U.B.C. requirements. 2. Fabricator to provide a certificate of inspection to general 'contractor. 3. Cutting, notching or drilling of glue -lams only with the approval of structural engineer. Lumber species to be Douglas Fir, combination 24F­V4, Fb=2,400, Fv= 165, Fc=385 at top, Fc=450 at bottom, E=1,800,000 unless noted otherwise on plans. 4. Provide tension laminations at bottom of beams and at top of continuous beams over columns unless otherwise noted. 5. Moisture content per PS 56-73. 6. Scarf per PS 56-73 (Finger Type) 7. Laminations to be 11/2 inches. 8. Glue laminated beams to be inspected during fabrication by an approved testing laboratory. Each beam to be stamped with an identifying number. Beams are not to be"erected until certification of inspection from testing lab has been approved by the building department. 9. Shop drawings shall be submitted for review by Architect and Structural Engineer. STRUCTURAL STEEL: 1. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALLICONFORM TO ASTM A-36, AND SHALL BE FABRICATED AND ERECTED, IN ACCORDANCE WITH THE A.I.S.C, SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, LATEST EDITION. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 2. PIPE COLUMNS SHALL CONFORM TO ASTM A-53, GRADE B, UNLESS OTHERWISE NOTED ON PLANS. 3. BOLTED CONNECTION SHALL BE HIGH STRENGTH BOLTS, CONFORMING TO ASTM A-326, WHERE SPECIFICALLY NOTED, MACHINE BOLTS MUST CONFORM TO ASTM A-3097, UNLESS OTHERWISE NOTED. 4. BOLTS SHALL CONFORM TO ASTM A-307, UNLESS OTHERWISE NOTED, S. WELDING: ALL WELDING MUST COMPLY WITH ASW SPECIFICATIONS, AND MUST BE DONE BY CERTIFIED WELDERS, AS REQUIRED BY THE DEPARTMENT OF BUILDING AND SAFETY. ALL WELDING MUST BE DONE BY ELECTRIC ARC PROCESS AND SHALL BE PERFORMED WITH APPROVED ' ELECTRODES, AS REQUIRED PER CODE. WELDS ARE DESIGNED FULL STRESS, & MUST BE DONE IN THE SHOP OF A LICENSED FABRICATOR. 6. FIELD WELDS ARE DESIGNED AT HALF -STRESS. NO CONTINUOUS INSPECTION IS REQUIRED, UNLESS NOTED OTHERWISE, 7. ALL WELDING OFF SITE SHALL BE DONE IN AN APPROVED FABRICATOR SHOP. 8. LICENSED FABRICATOR IS REQUIRED FOR ALL STEELWORK 9. ALL MEMBERS EXPOSED TO WEATHER SHALL BE GALVANIZED, 5. N01 spacing below 41 o/c shall have a pre -drilled hole, when used, which can not exceed 75% of the nail diameter (but should be as Close to 75% as possible). Unseasoned lumber is assumed to be used. 6. Use 4x blocking @ lag screw with flat A35. 7. When 'Using allthread anchors, use Simpson ET22 epoxy, or approved equal (3 dia. edge, distance). When plywood is applied'on both sides of a wall, the following Anchor Bolt sizes and spacing shall take place: (2) Anchor Bolt: 5/81, 0 @ 161 c/o, Embed. 12". (2)-IWAnchor Bolt: 3/4" 0 P 1611 o/c, Embed. 10. 1TAnchor Bolt: (2) 3/4!1 0 9 1211 o/c, Embed. 12". ADDITIONAL SHEAR WALL NOTES 1. Stucco and/or stucco with veneer over a plywood shear wall will be waterproof with a minimum (2) 15# felt underlayments. 2. Only common nalls will be used for all plywood shear walls and nail guns using "clipped Head" or "Sinker" nails are not acceptable. 3. All bolt holes to be drilled 1/32" min. to 1/1611 max. oversized. Engineer must verify. 4. The following applies to all shear walls with a listed design load greater than 300 PLF: A. Provide 3i Sill Plates for sills that rest on concrete or masonry. B. Provide 3x Studs between adjacent panels. If it is necessary to use (2) 2x members between panels, specify 16d nails with staggered nailing & spacing no greater than the required plywood edge nailing. G. Provide 1121 Edge Distance for the plywood boundary nailing. D. Plate Washers Are to be used with anchor bolts. 600 bolt 2.51' x 2.61 x 1/4Y 3/4!'0 bolt -2.75"x 2.7511 x 5/161 718"0 bolt 3.0" X 3.91 X'3/819 15445 VENTURA BLVD., SUITE 367 SHERMAN OAKS, CA 91403 TEL: (818) 402-4485 FAX: (818) 479-9690 www.midesigncorp.com CD U-1 I-_ Z _J 9 0 0 tTu LU CD Cn W IL © f ESSI 0 Cc AS LU rn IxIto. ;a Exp.M107 tp V 0 6 LWU off 0 C/> W W In Ul LLJ 0 an X Bearing Wall: studs cannot be notched more than 25% of their width. Bored holes cannot have a diameter greater than 40 % of the studs width. Sail: Type of soil and bearing value as per soil report 1000 PSF . Plywood Dia hra ms: Product Standard PS 1-95, Douglas fir -Larch, Structural or CDX . Wood Framing Members: Grade andspecies of all lumber. "must be grade marked". Glue Lam Beams: "GLB must be fabricated in LA City.Bldg. Dept. licenced shop". Field Welding: to be done by a welder roust be certified by the L.A. City Building -Dept. for structural steel(reinforcing steel (light gage steel). Continuous inspection by a deputy inspector is required.°' Steel: Structural stell ASTM A36, structural pipe ASTM A53 GD B, TubingASTM a 501. Reinforcing bars ASTM A615. Shop Weld: must be performed in a L.A. City Bldg. Dept. licenced fabricator`s sho . Concrete: Standard 2500 psi concrete. 3000 psi min. for grad beams and caissons. Continuous Inspection: by a deptuy inspector is required for all concrete desi ned with fc greater than 2500 psi. L.A. City Bldg. Dept. Licensed Fabricator: is required for Glulam Beams)(Structural Steel}. Continuous Inspection: by a deputy inspector is required for (ALL EPDXY WORK}. All Foundation sills: shall be pressure treated. All Nailing: shall utilize COMMON NAILS. Plate Washers: shall be used with all anchor bolts, and holdowns for: 5/8" bolts use 2.5" x 2.5" x 1 /4" washers 3/4" bolts use 2.75" x 5116" washers 7/8" bolts use 3" x 3" x 3/8" washers All holdowns anchors nuts shall be ti htned just rior to covering.the wall framing, "All bolt holes shall be drilled 1/32" to 1/16" oversized" "Solid blocking shall be provided at all horizontal joints occuring in braced wall anels." All foundation sills shall bepressure treated, or foundation grade members. Provide doubts joists under all arallel bearing artitions. SPECIAL DEPUTY INSPECTION IS REQUIRED FOR ALL EPDXY WORK. GENERAL NOTES FOR STRUCTURAL OBSERVATION 1. Structural observation is required for the structural ;system in accordance with MGD-110. Structural observation is the visual observation of the elements and connections of the structural system at significant construction stages and the completed structure for general conformance to the approved plans and specifications. Structural observation does not waive the responsibility for the inspections required of the building inspector of the deputy inspector. 2. The owner shall employ a civil or structural engineer or architect to perform the structural observation. The engineer or architect shall be registered or licensed in the State of California. The Department of Building and Safetyrecommends the use of the. engineer or architect responsible for the structural i. design when they are independent of the contractor,. 3. The structural observer shall provide evidence of employment by the owner.: A letter from the owner or a copy of the agreement for services shall be sent to the building inspector before the first site visit. The structural observer shall also inform the owner of the requirements for a preconstruction meeting and shall preside over this meeting. 4. The owner or owners representative shall coordinate and call for a meeting between the engineer or architect responsible for the structural design, structural observer, contractor, affected subcontractors and deputy inspectors. The purpose of the Meeting shall be to identify the major structural elements and connections that affect the vertical and lateral load systems of the structure and to review scheduling of the required observations. A record of the meeting shall be included in the first observation report submitted to the building insped.,or. 5. The structural observer shall prepare report on the Department form S&S 261 for each significant stage of construction observed. The original of the!observation report shall be sent to the building inspector's office and shall be signed and sealed (vtiret stamp) by the responsible structural observer. One copy of the observation report shall be attached to the approved plans.. The copy attached to the plans need not be sealed but shall be signed by tho responsible structural observer or their designee. Copies of the report shall also be given to the owner, contractor, and deputy inspector. 6. A final observation report must be submitted which shows that all observed deficiencies were resolved and the structural system generally conforms with•the approved plans and specifications. The Department of Building and safety will not accept the structural work without this final observation report and the correction of specific deficiencies noted during normal building and deputy inspection. 6. When the owner elects to change the structural observer of record, the owner shall:. a) notify the building inspector in writing before tine next inspection, b) call an additional preconstruction meeting, and. c) furnish the replacement structural observer with a copy of all previous observation reports. The replacement structural observer shalt:approve'the correction of the original observed deficiencies unless otherwise approved by plan check supervision. The p®licy of the Department shall be to correct any properly noted deficiencies without consideration of their source. 7. The engineer or architect of record shall develop all changes relating to the structural systems. The building department shall review and approve all changes to the approved plans and specifications. STRUCTURAL OBSERVATION PROGRA AND DESIGNATION STRUCTURAL OBSERVER PROJECT ADDRESS Description of Work:. Owner - PERMIT APPL. NO.: Architect: Engineer• SAMi MAALOUF STRUCTURAL OBSERVATION (only checked items are required) Firm or Individual to be responsible for the Structural Observation: Name: SAMI MAALOUF Phone: (818) 402-4485 Calif. Registration: C53210 FOUNDATION WALL FRAME DIAPHRAGM N Footing, Stem Walls, Piers ❑ Concrete^ ❑ Steel moment frame D Steel braced frame _r Concrete momentframe'vyJ El Concrete a Steel Deck N Wood^� D Mat Foundation ❑ Masonry ❑ Caisson, Piles, Grade Beams N Wood ❑* Stepp`g/Retain"g Foundation, Hillside Special Anchors 0 Others: ❑ masonry wall frame C Others: �� ❑ Others: ❑ Others: DECLARATION BY OWNER 1, the Owner of the project, declare the the above listed firm or Individual Is hired by me to be the structural observer. Signature Date DECLARATION BY ARCHITECT OR ENGINEER OF SECORD (='iequired vthe structural observer is ditrerent from the Architect or Engineer of Record) 1, the Architect or Engineer of record for the project, declare that the above listed firm or individual is designated by me to be responsible for the Structural Observation. Signature ___-_-- License No, pat$ 15445 VENTURA BLVD., SUITE 367 SHERMAN OAKS, CA 91403 TEL: (818) 402-4485 FAX: (818) 479-9690 www.midesigncorp.com 0 rx co ..� O z F- 0 U) cD 0 w u VRaFi:ssra�,9 o ``t MA41CID o�`���;� t" No. c532to fi Ep. 0$1 07 z 0 6i Ca i o In rn N w w z U) N1, Sul !�iu rlo� ­ - ` ; e, -0 w— -;-, T. Hib`-l�%r6M la .5 ip If KOM 4 :A A5. "M DIA F-1 �0' al W*iTI4*'*f��.I'Zt�-:K4;*'IQ07-!.I�'f��, TN� v 1: Fj C-.Tt J­. I 41VM 7JPqA X. bei i 4;�zr: It-t 0;;�A' L -. 1�� : -H . .. : 1W R oe; TAT '714 0 .0 x dil A�_, - . TP T NO 0 IV I .. 2-V. 5 4 A *n7 I T.- H 0�`LA -JN 6 N wo w1w -.0 fle _U r,4*A (W C-L.0 Q I I T :W= L04 cfst4l"' �014.7440t).. i5 w J= *r;� TA _AL. r L --A WAR T4. .v.w -A N L THJ9.< ..Z I ill 15 'cr- _Rti :kli OTH WT L --p - -e�' ep p U M-Mc U ,.P- p- Coll T, ��r Te� H T-- A�' A- _suqbtr_ c,05141Wr i *4 117H e A c--r i v 'F tug H -T emu-; Im T1 '�4 -7. ff. I T-7-1 r--. T.A. FU�Yw. a 6L .10 rz " ttw A I ea� T T -T Tij fie. 4.-4 M I tH qT , T I! H 7- R f - T_ f 4 r-- J ter r rH tt.r.* . 4 T- T. at:4 A. -dv �4 i-=. .7 !e;g T. F .70 Ti �w A -4 ut, �4 Pit A: N f=59` I � I N* TL*. CA W_ T r A. 1; -I Ne;u ;TA, .14 w. 4 U i �T J IV -T-H m4l Ulf Tic- T 4+ =WTk 1Z .4. .-:1 T.: I M. A ALL 714M '�A �T :*.*I, - L, K A - _A &C ZU E�T L L wti. . r14 T F VqMT_-. Pt rT 6T 1-WORKMMSHIP MD A HALL BE IN FULL COMPLIANCE WITH THE LATES MAIIOMNATLEUIIYL41CAL CODES AND 12. 13EFORE FINAL ACCEPTANCE OF WORK coNSTR=CRS SHALL INSURE ARE INSTALLED CORRECTLY AND FUNCTIONING AM LOCAL ORDINANCES REGULATIONS. THAT ALL EQUIPMENT PROPERLY By PERFOMING REQUIRED FIELD TESTS- 2. EQUIPMENT AND UmERAl SHALL BE LISTED. LABELED AND INSTALLED PER RECOGNIZED ELECMICAL TESTING LABORATORY. 13, ELECTRICAL CONTRACTORS SHALL PRWDE AND INSTALLA ALL TRANSFORMERS AND OR BALIl REQUIRED To OPERATE ALL U 3* WORK SHALL BE GUARAl FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEFTMCED By 011 LAMPS INCLUDING- OTE BAUASTS MD/ORTRWFORMERS AND THE ENCLOSURES FOR SAME MZCTR'CAL CONTRACTOR S RESPONSIBLE FOR FICATION OF COMPATIBILITY 4. DESIGN DRAWINGS ME DIAGRAMMATIC ONLY MD SHALL BE SHALL BE OTHER ,BETWEEN LAMPS WUJAIS ANDKq I TRANSFORMERS AND SPECIFIED (I IFY ARCHITECT OF ANY FOLLOWED AS CLOSELY AS ACTUAL CONSTRUCTION CONDITIONS WILL PERMIT. CONTROL DINICES INCOPATABILITY PRIOR TO ORDERNG EQUIPMENT- 5. ANY ERROR, OMISSION OR DdIGN DISCREPANCY ON kCTOR SHALL BE RESPONSIBLE FOR THE 14 ELECTRICAL CONM G EQUIPMENT AND CONTROL OF ALL LIGIMN THE PLAN SHALL BE BROUGHT TO THE ATTWO OF 'ME DESIGNER FOR CLARIFICATION OR- CORRECTION BEFORE C60ROINA71ON EQUIPMENT. DEVICES PRIOR TO ORDERING LIGTHING CONSTRUCTION. 15. CGORDII'l DIACT LOCATIONS AND MOUNTING REQUIRMENIZI 0. OPENING AROUND ELECTRICAL PENETRATION THRU FIRE OF ALL LIGHTING EQUIPMENT WITH OWNER' RESISTANCE RATED WALLS PARTITION FLOORS OR CEILINGS SHALL BE FIRE STOOPED USING APPROVED MEMODS AS 16, pROVIDE LMFS By SYLVANIA. GENERAL ELErTRIC -OR PHILIPS SPECIFIED OR SHOW OTHMMSE WrM DRAWING. DETERMINED BY CODE OR REGULATION. UNLESS AND COMPACT FLUORESCENT LAMPS TO 7. GROUNDING SHALL BE IN FULL COMPLIANCE INITH NATION& ELECTRICAL Con 17. FLUORESCENT LAMPS BE 30on K COLOR. UNLESS NOTED OTHERWISE - 8, CONDUCTORS SHALL BE COPPER TYPE THW, Tlffik XHHW, 6OOV 18 -To THE CONTRARY PROVIDE WHITE CEILING TRIMS LUMINAIRES. INSULA71ON UNLESS NOTED MERMSED, 9. WIRING DEVICES SHALL BE SPECIFICATION GRADE rMOOSECESEED )F THE ELECTRIC TYPE, 19 FLUORESCENT 091ASTS SHALL BE ( , . AVAILABLE OR THE LOW ENOW Tl 10. CONTRACTORS SHALL COORDINATE AND VERIFY MECHANICAL WgERE THAT oFMON IS FACT FLOURESCENT ADVANCE MARK ill OR EQUAL I ALL COIAWHERE THAT OPTION IS SHALL 13E HIGH POWER FACTOR , EQUIPMENT CONTROL AND WIRING REQUIREMENTS WITH MECHANICAL CONTRACTOR BEFORE CONSTRUCTION. AVAILABLE 11. LIGHFING FIXTURES ARE AS SPECIFIED OR APPROVED EQUAL 20. OUTIErs SHALL COMPLY WITH ADA REQUIREMENTS , MIN - 113' A.F.F UNLESS NatED CITHERW'SE' 21. SW[TCHES SHALL BE MOUNTED AT 357 - 48" A-F-Fo AMPA= VUSELYM VM ARMIE rMUIUMM it IlAn OF C U REQUI CA' TE 11M su He sum Oft 1WH 010H MOTEL om ADOMOM AND wl WMWR 3- limp P MH Is FOR A RESID 0011CARS.AMOA Iml RISPONS91,11Y gHTRACTORS SHAUL fflffin MfPLMy 6"" SAFEW RMUIATONS AND RAMI"Ma FOR WORKERS AND PEOMMAH PRMWMN MM' UlTiONS mnafict. FR= DURING THE COURI Mr 6 PFICTECTION AS 1M4%gFWV7MEVE M Dogma CMMUEON w no 4 HTIA, pwa_ TO Tw JTs SUL SHALL fWAIR OR 101AM OCCURS, THE CO REOUIROJERr SHOULD APPLY CONTIRMLY AND NoARM&- Vk= WOR14sa HOURL NOT BE a PfWOF. ALL LABOR. MOMAIS - MU'PUW' TDal i4biff�OaTxws MnEL al 5 TASKS TACES AN STRUCRON REQUIRED By EKE.cUnOM OF TOE 311 OR ADOMOKA-L V=K_ IOU'RED 13Y FIELD CONDITIONS WORE PROCEEDINGo ORW "'No 'VERRT9��=I� INE ArINTION OF THE FOR PIPES, CMUM .a %or WgIJISH JIS Coff Y F go AND, t AWROVED BY THE E�IJINRAL INGINEERP I To gpIt�XW.EALED DRAFT OPENNINGS, BOTH RE STOPPINO WAY. Honzw= AT ALL lie LISTED By A MAJOMMY RECOoNIZED TESTING S. 11. NERO 31 OF RECEPIACUE OUILETS $PAL BE INSTALLED A MNNUM OF I Er 'A"' OR WFO XWPIATMTW' � Ttle OPEM00 RMOLE OF SWITCHES INTO= 'a BE 12. WE COM 49pilvar T0011cow U01mc. OnA ,An ; AND wxntAll UsEnsp NOT BE LESS Im ad" &l CLb T Mg &Flil EQUIP '12 QRE%H 48 N �j f, ro. t3 Z F.'