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HomeMy WebLinkAbout10151104.pdfA VI ON AC%,"CIIJ 13 i cilz, or from the 1 04 ug l'E" 83HALL NOT r V, 'ri Of any U C , N�V AGeept0d By cliry 1011� SANTA ANA v a P.L. = 55.0' r-7 ------ ------ - ------ ------ ------ ------ ------ REAR YARD 1932 Sq. Ft. NEW PROPOSED ROOM ADDITION 495 Sq. Ft. �9�- ce) 9 C14 If M, I W,03111rel I I I PLOT PLAN SC- 1/8 vv - 1 11.10111 a z fe :R M 2 E SMOKE DETECTOR 9VS 0 a 4 451-2" 64 PI-BG 1, wtvf 7 r Ir PAECH C-3-RAGING 22'-6ff 22-8 1 A t I 14 81-iff ra Zj 141-51f J k z0 ucl YE -'s, NO �N - G.F.I. I W.P. 3050 VIN SL 3050 VIN SL (u) (u) (u) m) 0 y E Q NEW FAMILY co EXISTING PATIO COVER RM < z NEW REGISTER TO LEGALIZE 0 LINEN CLOSET 22"XWIATT� CACCESS 04 I EXISTING WINDOW TO REMOVE AND PATCH ------------------ C (E) 6068 VIN SL DR IT— t/( (E) 5036 VIN SL EXISTING WALL TO REMOVE TO CREATE NEW OPPENING ------------ ------------------- EXISTING WALL, WINDOW AND CHIMNEY TO REMOVE TO CREATE NEWOPPENING �L-j U210 N 25,- ALL FRAMED BUILDINGS WICH ARE REQUIRED TO BE DESIGNED BY AN ENGINEER OR 1-011 z 6 ARCHITECT MUST BE SIGNED PRIOR TO SUBMISSION INTO PLAN CHECK EXISTING CLOSET TO REMOVE TO EXTEND SDRM# I N eel E EXISTING DINRM I I Im =ift AS OA od EXIS NG LIV. RM EXISTING KITCHEN SHEET INDEX A-1= PLOT PLAN EXISTING FLOOR EA = 448 Sq. Ft A-2= ELEVATIONS LIGHT AND VENTI REQUIRED = 46 Sq. PL A-3= FIRST AND SECOND FLOOR PLAN LIGHT AND VENTILATION PRO = 57Z Sq. Ft S-1= FOUNDATION PLAN S-2-- FRAMING PLAN SD -I= STRUCTURAL DETAILS W/H ❑00 T-24= ENERGY CALCULATIONS 00 w I TOTAL OF SHEETS= EXISTING F.A.U. 76 K.B.T.U. 1 A S I C KE DETECTOR 9VS FO-1 EXISTING TWO CAR GARAGE PLA'NIN, 2668 H. BATH # 2 626;68 H.C. SMOKE DETECTOR 9VS Description of Job: Li Fol 495 Sq. Ft. SMOKE DETECTOR OVS (j Room Addition FO-1 K1,nxAi Co-Ar"ifur Dn-% D MIVI #0 iv 1ACT Pr ONE SUBJECIFTC, 'Xi,, BDRM # 2 EXISTING ENTRY I( 16070 GRGE DR ce) In (E) 5050 VIN SL (E)5050 VIN SL ECEIVE SEP OCD FLUOR PLAN City of Santa Ana 110 1& 0 M& IMEW — if mum , H ELEVATION SC_ 1/47= 1'-0 -------------------------------------------------------------- - — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — -- — — -- T_ 77 'AST ELEVATION - 1-11-01, SC_ 1/4' ASPHALT SHINGLE TO MATCH (E) S.F,R. STUCCO TO MATCH (E) S.F.R. WEST ELEVATION SC_ Y4-- 1 --0 9 ASPHALT SHINGLE TO MATCH (E) S.F.R, 77 STUCCO TO MATCH (E) S.F.R. I IF ET:1 EEIJEJ P-9 fim R.L. I D- ASPHALT SHINGLE TO MATCH (E) S.F.R. 12 ryr x 8- CJ, @ * — 2" x 8" CJ, @ 16w o7c wl !R-30 INSUL (TYP) 2"x 10"RD SD ---- 2"xg"ROOF RAFTERS @ 16'c1c 12 __7 4 Y2' DRYWALL INT WALLS (TYP) Z x 4"STUDS @ 16"o/c w/ R- 13 hNSUL (TYP) 3Y2"TH. CONC. SLAB W/6"x 6"- 10"-10"W.W. 0/4"OF SAND& 6mm VAPOR BARRIER SECTION A SC_ 1/47= 1 '-0 IN 1.- ATTIC VENTILATION 141f x 18" x 2 = 252 x 2 = 504 Sq. In. TOTAL VENTILATION = 504 Sq. In PROVIDED marCO A. Anurnaoa 11111 Barclay Dr. Apt. 1 Phone 714 / 470-9162 Garden Grove, Ca 92841 Owner: Mr. Richard Yepez Ph # 714 / 966 - 0344 Description of Job: 495 Sq. Ft. Room Addition New Family Rm Sheet: A�2 221-611 22f —81f ZE -- -- _---- — EXISTING FOUNDATION NEW FOUNDATION 9M DOUBLED JOISTS ARE REQUIRED UNDERBEARING..DUCTS . OTHER NONSTRUCTURAL CONSTRUCTIONNO INTERFERE WITH ACCESSIBILITY TO OR t•. AREA FOUNDATION ANCHO- .•LTS4N WALLS SHALL HAVE -AN APPROVED PLATE PRIORWASHER UNDER EACH NUT, THE NUTS SHALL BE 71GHTENED JUST COVERING THE WALL FRAMING s 1 1 1 ' I�11 �L T i'll 1, 'cc 11 ii PROYEC F BY e 3�, 'Y 1 Marco A. Ahumada 11111 Barclay Dr. Apt. 1 Phone 714 / 470-9162 Garden Grove, Ca 92841 Description of ©b: 495 Sq . Ft. Room Addition New Family Rm Sheet: Plywood Sheating 2" x 4" Studs @ 16" o/c w/ R-13 Insui BEAM PER PLAN 1°' X $" Starter Board (Sh[plap) (Exterior) (Typ) 2- 16d as 2" x 4" Exterior Finish STRUCTURAL NOTES 1 First Rafter lookout @ 32" o/c Notch into Interior Finish 77), 3- GRADE 2" X 4" P.T. Mudsiil wl %" x 10" L. A. B. & CONCRETE JOIST, PURLINS 2" TO 4" WiDE, 6 & DEEPER No. 1 b BEAMS, PURLINS OVER 4' WIDE No. 1 Mudscreed w/ 2" X 2" X 16" washers (Typ) PROYECT BY 1: ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK SUBPURLINS 2' TO 4' WIDE, 6 & DEEPER No. 1 TYPE (160 'CU FT) AGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO LEDGERS No. 2 ASTM C-33 WITH PROVEN SHRINK AGE CHARACTERISiTCS OF LESS THAN 0.06 %. STUDS 2" x 4' OR 3" x 4" STUDS STUDS 2' x 6' No.1 + + E.N. n n 3Y2" Th C:oncret Slab POSTS 6' x 5" AND LARGER No.1 2- 2 X 4 Dbl Top Plate 2: READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM SILLS, PLATES AND BLOCKING No. 21. C-94 PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 301. 2 X Blk'g @ 46" o/c First Bay Only ( Y 3: CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR BLOW ALKALI 4 - SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 48" OF � $" min. 4" Q 7"-- CONFORMING TO ASTM C-160. GROUND, SHALL BE PRESSURE TRESTED DOUGLAS FIR (PTDF) SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 518° DIAMETER x 10" LONG BOLTS AT 48" ON CENTER 12' 2" X 4" Cont. Blocking wl 16d 4- MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 28 DAYS FOR: MINIMUM FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INLESS OTHERWISE NOTED. — — j 4 X POST w/ StMP CAP PER PLAN @ 8" or A-35(,di 32" W2n x 4n Studs @ 16n olc wl R -13 tnsul e 12" 3 min. p rni FOOTINGS 2,500 PSI 5: STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE 6 mm, Vapor Barrier &4" ol SLAB OR GRADE 2,500 PSI WALL WITH 5/8"ANCHOR BOLTS AT 24" O/C. Sand SIDEWALKS 2,000 PSI 6- ALL NON BEARING STUD WALLS, SHALL BE 2" x STUDS AT 16" 01C WITH 5/9' GYP. BOARD 5: MAXIMUM SLUMP SHALL NOT EXCEED 4". EACH SIDE, UNLESS OTHERWISE NOTED. Compacted Earth 6: CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5 DAYS 7- ALL STUD WALLS SHALL HAVE FULL HEIGHT I" x 6" DIAGONAL LEFT -IN BRACES AT 13 1 12p # 4 Reber Top & Bot. p A R t, AFTER PLACEMENT, ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORY ENDS AT INTERVALS NOT EXCEEDING 25 FEET O/C UNLESS OTHERWISE NOTED ON --� IVgI"C1rco A. A iLli� ada PERFORMANCE CAN BE ASSURED. PLANS, BRACES SHALL COVER A MINIMUM OF SIX STUD SPACES. 1 1 1 1 1 Earday Dr. 7: ALL REINFORCING STEEL ANCHOR BOLTS„ DOWELLS AND OTHER INSERTS SHALL BE 8- COMMON NAILS SHALL BE USED. 1 t 1 LJ SECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED. ADEQUATE Apt. CLEANOUTS SHALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS FOR PROPER 9- FIRE BLOCKING 2".x i 1/2" THICK SHALL BE PLACED IN STUD WALLS AT CEILING AND " " Phone CLEANOUT AND INSPECTiON. FLOOR LEVELS AT EACH 10' HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS AT „ 6 18 min. ST 2115 48 c/o B.N. ,! t� SUPPORTS. IN LIEU OF 22"x4"TIES 714 / 470-9162 8: VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS Existing Slab INTERVALS OF 8' WHERE JOISTS ARE 2'" x 12" OR DEEPER. New RaiS Floor OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ST-26, 10.- JOISTS SHALL BE BNLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT 4' x 4" Post PLYWD ROOF SHT'G PER PLAN * No special inspection is Garden Grove, tie 9: EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC., SHALL BE FORMED WITH g/<" � 2"x4"TIES(c�48^ofc required for epoxy 7nftlis ��.� CHAMFERS UNLESS DETAILED OTHERWISE. I I.- MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE: aplication 2" x 4" @ 16" 01C UP TO 14'-0" 10: CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MIX TO 2" x 8" @ 16" OJC UP TO 20'-0" P.B.. 44 R.R. PER PLAN THE ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK. 2' x 8' (8 16" 010 UP TO 26'-0" 3 - 16d (TYP) I I. NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE iN EXCESS OF 95 ° F. 12.- PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS. 6" # 4 Reber Dowels @ 8' olc 12- WiRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2 13: BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1132' AND A MAXIMUM 1116' — — E_ _ Drill Vie" mt diam hole fill w/ epoxy LARGER THAN THE BOLT DIAMETER. „{ I1 =111 , { 1=� I {`I _11 �T1 grout & Insert dowel[ alternate, use PLYWCiOCi" redheads & thrd'd rod Reber Dowells same size REINEORCING STEEL & spacing -as footings 1- PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS 1-96 AND SHALL BE STAMPED 3" min._rt� n EXist'g New Raised Floor WITH THE DRPA GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED 1- REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BEARS AS + + + + Drill Slant holes 11g over dia of bar, 24 OTHERWISE ON THE PLANS. FOLLOWS: + + + fill W/ epoxy grow $^ ^min ONE FOOTING, SLAB ON GRADE, MASONRY AND BENT DOWELLS, TIES: 2 - # 4 Reber Dowell ea way �° sG 2: EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 SO. FT. WITH A MINIMUM DIMENSION # 3 BAR AND SMALLER ASTM A- 615 GRADE40 y OF 2 FEET. # 4 BAR AND LARGER ASTM A- 615 GRADE 60 3: SEE FRAMING PLAN FOR DIAPHRAGM NAILING SHEDULE, NAILING SHALL BE INSPECTED 2- DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-305 AND . — — — — — — — — — — — — — AND APPROVED BEFORE COVERING. BENDING iN ACCORDANCE WITH ACI-318-95. 2i)" Sq. x 18" Dp. Canc. Pad FOUNQATiON NOTES (E MINIMUM CONCRETE COVER OVER REINFORCING REBAR FOR: "..... ---- - -- — — — — — — (EXCEPT AS NOTED OTHERWISE) 1: FOUNDATION HAS BEEN, DESIGNED ASSUMING MINIMUM ALLOWABLE DOIL BEARING NOT EXPOSED TO WEATHER OR EARTH V, C.Jd TIE PER PLAN w/ R4136 I.C.B.O. # 5279, I.C.C. REPORT 5279 PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS: EXPOSED TO WEATHER 1 4/2° INSUL EXPOSED TO EARTH 2" i4 14 PILASTER, BEAM & COLUMN TIES 1 d/2 " 1 Dd @ 4" o/c NAIL TO BLK'G B.N. CONTINUOUS FOOTING 1,000 P.S.F. FORMED FOOTING AND WALL EXPOSED TO EARTH 2" 3117 SCHEDULE ISOLATED FOOTING 1,000 P.S.P. UNIFORMED FOOTING AND WALL EXPOSED TO EARTH 3" 2: ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL SLAB ON GRADE 2" TYPE SSTB# SSTB# CAPACITYw1 OR APPROVED COMPACTED FiLL AND ADJACENT FINISH GRADE UNLESS NOTED 4,- SPLICE IN CONCRETE: A-35 @ 16" o(c 2' x Stud FHIi POUR 2-POU 4x4min. � OTHERWISE. MINIMUM OF 36 BAR DIAMETER OR 12' WICHEVER IS GREATER. 3- ALL FOOTING SHALL BE CENTERED ON PLASTER AND/OR WALL AND COLUMN UNLESS 5,-WELDED WIRE FABRIC SHALL CONFORM TO ASTM A_185 AND 1-82, OTHERWISE NOTED, 6 - ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACI 318- 4- FINISH FLOOR {F.F} EXCAVATION SHALL BE AS NOTED ON GRADING PLANS. 95 5: THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION 7.-ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC. SHALL BE SECURED PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ANY ADJACENT PLACE PRIOR TO PLACING ANY CONCRETE OR GROUT. PROPERTY STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WiTH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. 8- ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A1615 GRADE60. 6- ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS AND/OR SHEOULES. 9: ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 7- ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS 10: ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL SCALE OR ANY (U.N.C) OTHER FOREIGN MATERIAL WISH MAY AFFECT THE BARS ABILITY TO BOND TO THE MORTAR, 8: ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL BE REMOVED AND RELOCATED. I I. REINFORCEMENT THAT IS PARTIALLY EMBEDED IN CONCRETE SHALL NOT BE FIELD BENT EXCEPT AS SPECIFICALLY DETAILED IN THESE DRAWINGS OR WITHOUT THE 9: ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD. FOOTING (THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2 HORIZONTAL TO 1 VERTICAL SLOPE) SHALL BE SLEEVED THROUGH CONCRETE CAST -IN- 12.-ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS ON THE PLACE AT THE FOUNDATION POUR. DRAWINGS, WHERE LAP AND/OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INDDCCATED, PROVIDE CLASS `C' SPLICE PER SCHEDULE. ALL SPLICE LOCATIONS SHALL BE CLEARLY 10: FOUNDATION MAY BE SUBJECT TO TRUGTURAL REVISION IN THE FIELD DUE THE 10.- FOUNDATION MAY B SUBJECTTO SHOWN ON SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE CT IONS. _ FABRICATION. LUMBER 13.- PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION BY WCRSI. 1- ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FiR LARCH CONFORMING TO DIVISION 23 (2001 C.B.C). 14- CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN V NOR 1 BAR DiA NO R 1x MAX AGRAGATE SIZE. 2.- RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR NO. UNLESS OTHERWISE NOTED. BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE BETWEEN LAYERS 1". SHEAR WALL. SCHEDULE 2001 C.B.0 SILL BOLTING MARK WALL TYPE SHEAR ALLOWABLE ONESIDE BOTH SIDES SILL NAILING SHEAR OF WALL OF WALL 0 UPPER STORIES 7/8"STUCCO OVER PAPER BACKED LATH W/16 GA STAPLES AT 6"O.C. AT TOP & BOTTOM PLATES, EDGE OF SHEAR WALL AND ON FiELD (iCBO REPORT No.1318, AUG. 2002) OR 180 PLF 5/8"055"0.0. 5/8'e271/2"0.0 16d CAD 8"O.C. I `-' \ (ICBO REPORT No.1254, MAR 1990) NOTE 4 AND 9 BELOW A 3/8"PLYWD STRUCT it OR STD SHTG WITH 8d NAILS 0 6-O.C. AT EDGES & 12" O.C. FIELD 260 PLF 5/6"038"0.C. 5/8"019o.G. 16d @ 6"O.C. TABLE 23-11-1-1 UBC NOTE 1, 9, 10 & 11 BELOW 3/8"PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 4-O.C. AT EDGES & 12" O.C. FIELD 350 PLF 5/8"026"O,C. 5/8"013"O.G. 16d C 4"O.C. (TABLE 23-11-1-1 UBC) NOTE 1, 6, 9, 10 & 11 BELOW 3/8"PLYWD STRUCT 11 OR STD SHTG WITH 8d NAiLS 0 4"O.C. AT EDGES & 12" O.C. FIELD 380 PLF 5/8"026"O.C. 5/8"013"O.C. 16d 0 4"O.C. 11 (TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW 3/8" PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS CAD 3" O.C. AT EDGES & 12" O.C. FIELD 490 PLF 5/8"020"O.C. 5/8"010"O.G. 16d 0 3 1/2"O.C. (TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9. 10 & 11 BELOW 3/8" PLYWD STRUCT II OR STD SHTG WITH 8d NAILS 0 2" O.C. AT EDGES & 12" O.C. FIELD 610 PLF 5/8"016*o.c. 5/8'48"o.c. 16d @ 2 1/2"O.C.. 13 TABLE 23-11-1-1 UBC NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW 1/2" STRUCT I PLYWD WITH 1Od NAILS 0 2" O.C. AT EDGES & 12" O.C. FIELD 870 PLF 3/4"69t16"0.c. 3/4"ass"O.G. N/A ¢ OVER 3X STUDS TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW E.N. Post per plan PHDZ 16 20 3,610 2" X BLK'G 46' o/C (4 x min) SDS3 SHEAR WALL @ CRIPPLE WALL H02A 16 20 a _76 Fasteners per manuf. HTT18 16 20 3A80 9 2" x 4" STUDS @ 16" o% SimHoidoun HD5A 16 20 ,010 MAINTAIN MIN 4-16d @ 46" o(C MAX 8d @ 6" O/C per plan (PHD PHD5A- OFFSET THIS SIDE OF C.J.. TO THE sown) HIT2 20 24 4,600 24 OTHER SIDE FULL BEARING 1 PHDS- 5175 C.J. @ BEAM SDS3 26 34 5,880 2" x C.J. PER PLAN HDBA 28 34 6106 2 xf 2 - 2X HDIIA 2B 34 7,460 ® Min Le SSTB n or 3 x per plan yD 26 34 9,540 t ` j'� �( 3' air min. Per Schedule SDS3 28 34 8,326 Note: Concret Stem Walls shall be: Note: For Raised Foundation use SSTB for two pour system Sim 6" min widht for %" diam Anchors and extend bolt beyond sill plate above floor sheeting or use (E) 2" x BLWG 2' x,SHAPED w/ 16d @ 16" o/c " min widht for fs" diam Anchors Simp. CNW Coupler for Bolt Extension. 4 '' min for gone block (E} C.J. AS OCCURS BM. PER PLAN E) R.R. A-35 @ 24" Ole 14 LM ** PHD or HD PER PLAN & SIMPSON CATALOG 4 x 4 POST MIN 2" x R.R. EXIST OR DRILL HOLES 16" LARGER NEW SILL 2" x R.R. OR 2" x C.J. AS OCCURS THAN BOLT DIAM. PLATE "D' - 2" x C.J. 47 BEARING WALL OR BEAM S OCCURS EXISTING FOOT i G THREADED ROD w/ EPDXY I.C.B.O. # 5279 CITY OF L.A. R.R. # 25279 wl SPECIAL INSPECTION Notes' SCHEDULE 'NEW INKC = - #J0 . amm lu1.- Concrete= f c=2,OW P.S.I. min. Wne: 2.-For Raised Floor, use Longer Botts to extend above Floor sheeting �. Richard Yep@Z PLYWOOD SHEATING PER PLAN CALIFORNIA FRAMING 2 X Rafter "California" Framed Ph 714 / 96� - 0344 2" x 4" FLAT CONT @ 32" old Plywood sheeting per plan R.R. or. R.J PE LAN B.N r 2- 16d 2" x BARGE E.N. LET IN 2" x4" E.N. 2" x BLOCKING @ 48" olc E.N. 2 - 2" x 4" DBL TOP P FIRST BAY ONLY -" 6 2" 4 STUDS @ 16" etc f 2" x 4" BLOCKING w/ 16d @ 8" o/c w/ R-13 INSUL. (TYP �. 2 x Cont. "Shaped" w/ 16d @ 6" o(c Description o" JoD: or A-35 (M 24 ofc QQy SHEAR WALL @ CRIPPLE WALL E; 2 x Blocking 4�:+a} Sq. F" WALL FINISH PER PLAN 2" x SHAPED w/ 16d @ 16" olc Existing Rafters Room Addition (E) 2 x BLK'G E.N." n5 NOTE: In Lieu of 2 x Blocking nail 2 x Shaped wl 2-16d as Rafter New Family Rm A- 35 @ 24" o% MOTES: BEAM AS OCCUR 12 1. ALL EDGES OF PLYWOOD SHEARWALLS MUST BE BLOCKED WITH 2X SOLID BLOCKING FOR WALL TYPES 5. FRAMING AT ADJOINING PANEL EDGES SHALL BE 8. ALL INTERIOR BEARING AND NON BEARING 2 - 2x TOP PLATE 4 Roofing material o/ 15# Felt &Y2" � ---_. 3-INCH NOMINAL OR WIDER & NAILS SHALL BE FOOTINGS TO HAVE 7/32" SHOT PINS AT 32" O.C. C.D.X., 24/0 Plywood 9 & 10, AND 3X SOLID BLOCKING FOR WALL TYPES STAGGERED. — __.. 4 — 11, 12, 13, & 14. & 48"O.C. RESPECTIVELY: I.E. HILT/ ICBO REPORT SIMPSON S 623E � i~""�`-�--,..,, 6. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A No.2388, NOV 1995 OR RAMSET/REDHEAD ICBO 2" x Roof Rafters per plan REPORT No.1639, _DEC 1995 -- - ----- 2. WHERE SHEAR WALL SHEATHING IS TO BE APPLIED WALL AND NAIL SPACING IS LESS THAN 6 "O.0 ON + *+ + 3 Holes 2" each w/ G.I. screen'd TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL g, USE 2 1/2" x 2 1/2" x 3j16" PLATE eave vent. BOLTS, (I.E.. HALF THE O/C SPACING) ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL WASHERS. BE 3- INCHES NOMINAL OR THICKER & NAILS ON 1 2" x Ceiling Joists per plan w/ A - 35 3. USE 3X PRESSURE TREATED DOUGLAS FIR EACH SIDE SHALL BE STAGGERED. 10. USE CDX. CC OR STD SHTG IN LIEU OF @ 6 o%{Alt} R-301nsul. SILL PLATES AT FOUNDATION/FIRST FLOOR ONLY. STRUCT 11 PLYWOOD. ALL PLYWOOD SHALL BE SIMPSON EPC 7. ALL CONTINUOUS EXTERIOR FOOTING TO HAVE DOUGLAS FIR. OTHER SPECIES MAY REQUIRE 2" x Blocking w/ 3-16d per block & 5/8" X 10" A.B.'S 0 48"O.C. UNLESS OTHERWISE CHANGES. 0 Y2rywa " Drywall Int. wall & Celli 4. PAPER BACKED- SELF FURRING EXPANDED METAL NOTED ON PLANS. � � 5- 1$d @Rafter Tie LATH WITH ICBO APPROVAL 11. AT EXISTING FOOTINGS USE SIMPSON EPDXY 2- 2" x4" Double Top Plate BOLTS PER SCHEDULED SILL BOLTING, EMBEDED h In 8", PER ICBO #25279 WITH SPECIAL INSPECTION. x 4" Studs) 16" o%w/ R-13 COLUMN PER PLAN. inset (Exterior} 1 "`� Exterior Finish SD�l b j � .!. a � �• a w. % ' . W ;w iv:w'.t. YY fiS mi� . ;;: #..' : t i'4Y: W ". 'w.J 11 MM■■ 111111111r■ !wlYi YY i _...'!; . #;, } V i _ .. ., .. .... ... .. .. ... ..... ..... .. _ ).. ... - .` J.Y. ....... .. ..... ...... .. .: ... .. ...... ....... !.0 ! VO I V 4 Marco A. Ahurnada 11111 Barclay Dr. Apt. 1 Phone 7141470-9162 Garden Grove, Ca 92841 CO2 Richard Yepez • b , Description of Joir Room Addition New Family Rm