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HomeMy WebLinkAboutBUILDING PLANSm Revi,orr: A-2 GENERAL NOTES: J 52 7 1 ALL WORK HALL BE IN SNICIPADL & ANCE STATIE TH AMENDMENTS AND THE 2020 &LOCAL COUNTY MUN CODEAND ANY MU ■ NFPA 101, NOTHING CONTAINED IN SPECIFICATION OR SHOWN ON PLANS SHALL BE SO CONSTRUED AS TO CONFLICT WITH ANY LOCAL, MUNICIPAL OR STATE LAW OR REGULATIONS ARE HEREBY MADE PART OF THIS SPECIFICATION. THE REQUIREMENTS OF THIS SPECIFICATION AND THE PLANS ARE THE MINIMUM THAT WILL BE ACCEPTED. CONTRACTOR BEING REQUIRED TO MEET BUILDING AND FIRE DEPARTMENT REQUIREMENTS AS APPROVED 6-s" � 3'- \ r-6" r-tr' PAVER AREA OVER COMPACTED SAND _ BY THE OWNER 41 F FLOOR 2. ALL WORK SHALL BE ALIGNED AND POSITIONED IN ACCORDANCE WITH PLAN A EL 0'-(-4„) i J� DIMENSIONS WITH ALL SCALE DIMENSIONS BEING VERIFIED PRIOR TO USE. THESE 1 V - LS, DOORS, w = DRAWINGS CAPE, AND ETC. IS BE SELIECTEDAAND APPROVED BY THE OWNER. S, FINISHES, LI c� LANDSCAPE, TO W p v CABANA m _ 3. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR STEEL SHALL BE PRESSURE N 0 BATH - ° o TREATED. I m 63'_8" Z 4. GENERAL CONTRACTOR AND OWNER SHALL REPORT ALL IRREGULARITIES AND < W 5'-3" 4'13 12'-0" 3'-9" 1'-8" 21'-5" 1'-8" 3'-8" t0'-0" 3'-8' DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH WORK. \L I ` — V 5. ALL WINDOW AND DOOR OPENING DIMENSIONS SHALL BE VERIFIED WITH WINDOWS AND ^' - _ - - - REF. 4 O DOORS SUPPLIER. PROVIDE PRODUCT APPROVAL AND/OR SHOP DRAWINGS AS REQ'D. ' -CLOSET- 7 4 \ - 6. ANY BLOCKING, NAIL'S, FLASHING OR OTHER REQUIRED FRAMING MATERIAL r� - - - -T-- W - _ a SHALL BE INSTALLED AS REQUIRED AS IF THEY WERE ORIGINALLY DETAILED. 4'-0" �1'-V 4'-0" ;.:� 7. THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR ALL MEANS AND METHODS 2'-10" 1T-11" OF CONSTRUCTION. THE ARCHITECT'S PERIODIC VISITS TO THE SITE SHALL NOT , N © 16„ 6, \\ $ COFFER CEILING RELIEVE THE CONTRACTOR OF TOTAL RESPONSIBILITY AND HE SHALL IN ANY EVENT ` \ �� HOLD THE ARCHITECT HARMLESS FOR ALL LITIGATION ARISING FROM INJURY. 'A1 = 8. ALL STUCCO, METAL LATH, AND DRYWALL WORK SHALL MAINTAIN THE STANDARDS 1� . AS OUTLINED IN THE U.S. GYPSUM CONSTRUCTION HANDBOOK; ESPECIALLY IN BREAKFAST ROOM, FFLOOR N - REGARDS ACCESSORY CONTROL � HE O F. FLOOR EL.: 0'+ ") �V BEDROOM #3 EL..O 0 LL 4 O a REAR PORCH io q' MASTER BEDROOM 9. CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH EXISTING SITE CONDITIONS. O 10. ALL WORK BY ALL TRADES SHALL BE COMPLETED IN ACCORDANCE WITH ALL °! P APPLICABLE CODES, ORDINANCES, STANDARDS, OR RESTRICTIONS, WHETHER i; F A,,�xx W 13'-6" 41� 2'-9" 3'-7" ,-_ _ 6'-0" 5'-7" O � � _� INDICATED ON PLANS OR NOT. /r N, O - DIMENSIONS AND ROUGH OPENINGS PRIOR � „ � 6 � 11. CONTRACTOR SHALL VERIFY ALL D N - OG Y 4 \ (_ A_3 TO CONSTRUCTION. USE FIGURED DIMENSIONS ONLY. DO NOT SCALE DRAWINGS. � O w 7,_5„ 3,_0„ 3�_1„ z o _ �_./ - W I— - z � m I I I I � 5'-7" 20'-2^ i 5'-3' 16'-0" 12. ALL DIMENSIONS, WINDOW AND DOOR OPENINGS ARE NOMINAL. FIELD VERIFY ROUGH OPENINGS AND VERIFY W/ PRODUCT APPROVAL AND SHOP DRAWINGS. W _ COFFER CEILING v W'I (9� UQW ° �I I I I � - "' �_-' ro 13. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING ENERGY o O DW III - Q J CODE AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THE CODE. ^' _ Z ' V ° 11'-6" O 2'-0" O 14. ALL SECTIONS, DETAILS, AND NOTES SHOWN ON THESE DRAWINGS ARE W Z O O O) Y - J INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS UNLESS - - J CABINETS' „ OTHERWISE NOTED. JACK & GIIL ° 9 10 p— UNDER F FLOOR Q O Z G U III ISLAND Y-—� _J i II I I � � I I I I I v GREA T ROOM T-5" 3'-0" 3'-1" �, ,� BUILDING I L D I AREAS CALCULATIONS O 3'-T 3'-2" 6'-0" III 5'-7" 20 2" 9 2" a 4'-0" T-5 I - _ � NG RE ALCULATIONS W J LLJ u AC PAD - — - -- J 4 v 4------------------ 14 UNDER AC---------------- - 2925.83 SQ.FT W V ELEV. +0-0" ,�— n MATCH F.F.E\ a KITCHEN W. 1. a AREA U Z M W.I.C.of �� GARAGE 520.67 SOFT GOrA�TRY.--------------------------------- O N BEDROOM #2 1 a 3 M M 3 REAR PORCH -- 305.24 SOFT W °' v� o COVER ENTRY 401.54 SOFT W 4 DBL o h _ a �}. N, OVEN N Z V u. _ - _ _^ \ - L ^ TOTAL BUILDING AREA 4153 28 SO FT ' r1ji - -� a �_..- - - - COFFER CEILING _-$ - 13 6' 3 6 3 8 11 5-- - 12,_10„ 1,_g,,... q,_0„ 1,_9,r 5,_5„ 7,_0„ 2,_2„ �(� Y „ 4) n COFFER CEILING ABOVE w ...... ° 2 3 ICI© 2,_6„ 5 6'4' �— \ DESIGN PARAMETERS N 5,_0„ „ I MASTER - - CJI� 7-5 �k `\ 3 g„ BATHROOM U o '2•�% F.B.C. 2020 7TH EDITION CHAPTER 1609AC -ASCE 7-16$ �/ \Jl FOYER ° RISK CATEGORY OF BUILDING: II DINING ROOM ° BASIC WIND SPEED= 170 MPH 3 SEC. GUST. -- A-2. F. FLOOR CLOSET -� EL.: 0'-0" 1 3 WIND EXPOSURE =D a N F. FLOOR O BASIC VELOCITY PRESSURE=30 P F N S ( ) _20'-1" 1 -1'- - 10° 12'-10" 3'-2" TOP CHORD DEAD LOAD= 15 PSF LO � BOTTOM CHORD DEAD LOAD= 10 PSF (8� x STUDY /BEDROOM of ROOF LIVE LOAD= 30 PSF / LAUNDRY m_g. # W.C. �TEMPERED GLASS / F. FLOOR SOIL BEARING CAPACITY= 2500 PSF (MIN.) '!J 5'-9" °' BUILDING DESIGN AS. ENCLOSED 5' � SHOWER � J INTERNAL PRESSURE COEFFICIENT = 0.18 \ D W _ 4 4 MEAN ROOF HEIGHT - 30' MAX. LINEN r 8 ° CLOSET ° �, 0 4, ry A A _ © © © © EGRESS WINDOWS + rAC (WH v 10 4'-10° 6'-0" O 6_s' 1D'-o" 3'_9" O 6.0" a'-11" z_0" 2.0 2-0 2.0„ 1'_3" ALL EGRESS OR RESCUE WINDOWS FROM OP `(� r-a' 1' 0° r o° SLEEPING ROOMS MUST HAVE } m 29'-11 A MINIMUM NET CLEAR OPENING OF 5 AND o 6'-101, 10'-0' 6'-3" N 1'-11" F FLOOR �; SEVEN TENTHS (5.7) SQUARE FEET. THE MINIMUM NET CLEAR OPENING HEIGHT M F. FLOOR -' F. FLOOR �.. o 't ' 1 1-4" EL 0 4) „ 1'-11" EL.:O'-(-a°) DIMENSION SHALL BE TWENTY-FOUR (24) INCHES. Q 2 m O 36'X24' - ATTlcaccess O THE MINIMUM NET CLEAR OPENING WIDTH = - ENTRY PORCH �I ❑ ❑ �� DIMENSION SHALL BE TWENTY (20) INCHES. «w o 0 - 9'-10.1 7 T2 2 o -ALLINTERIORFINISH TO BE SELECTED N N Y c m U N' N \ N BY OWNER, FLOOR TILES, CARPETS, Ni/ EL 0'-(-4") 2 CAR GARAGE 41, F FLOOR 14'-7" 1'-8" 10' 6" t'-8" 11'-6" 16._7.� - SHELVES, FIXTURES, ETC. SC�NEy F stt LL �10 SLOPE M 21, LEGEND a 00 1HR FIRE RATED PARTITION WALL 6" 1 00 I C �> Q Z O WALL/PARTITION u OP iT PROPOSED FLOOR PLAN 8" CONIC. BLOCK WALL .� 3'_0„ FP 6,_0„ A 6,_q,; 6,_0„ A 3,_1„ N scnLe: va^ --1 -o^ — Drawn By: G / � --- — 24,-5,� ,�wy . . Design By:AC ELECTRICAL METER -- Digitally signed Drawn By, E Fernand0AFernando g y g y Dote: DUNE 2021 COORDINATE W/ FPL CONTRACTOR. % 80'-11" Sneet N„mber FPL UNDERGROUND SERVICE -) R Prieto • Date: 2023.03.01 A' 1 R Prieto,". _05�00� 11.29.16 �' - 6 A-2.1 GENERAL NOTES: 75, 52'_7„ ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 7 th EDITION 2020 &LOCAL COUNTY MUNICODE , AND ANY MUNICIPAL & STATE AMENDMENTS AND _ NFPA 101. NOTHING CONTAINED IN SPECIFICATION OR SHOWN ON PLANS SHALL BE SO 1 CONSTRUED AS TO CONFLICT WITH ANY LOCAL, MUNICIPAL OR STATE LAW OR REGULATIONS ARE HEREBY MADE PART OF THIS SPECIFICATION. THE REQUIREMENTS OF THIS SPECIFICATION AND THE PLANS ARE THE MINIMUM THAT WILL BE ACCEPTED. CONTRACTOR BEING REQUIRED TO MEET BUILDING F 6'-6" 3'-6" V_6" 1'-11" PAVER AREA OVER COMPACTED SAND _ BY THE OWNER AND FIRE DEPARTMENT REQUIREMENTS AS APPROVED I 4„ \ F. FLOOR 2. ALL WORK SHALL BE ALIGNED AND POSITIONED IN ACCORDANCE WITH PLAN A ' EL.: 0'-(-4") DIMENSIONS WITH ALL SCALE DIMENSIONS BEING VERIFIED PRIOR TO USE. THESE ' V N, w DRAWINGS ARE GENERIC AND ALL MATERIALS, DOORS, WINDOWS, FIXTURES, FINISHES, I 1 D Ci LANDSCAPE, AND ETC. IS TO BE SELECTED AND APPROVED BY THE OWNER. LIJ OHCABANA W N Q BATH o. m °' 3. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR STEEL SHALL BE PRESSURE ° TREATED. 7 4. GENERAL CONTRACTOR AND OWNER SHALL REPORT ALL IRREGULARITIES AND W a 3 DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH WORK. O � 5'-3" 12,_0„ 3'-g" T_8" 21'_5" 1,_8„ 3,_8„ 10,_0„ 3,_8�, ° U5. ALL WINDOW AND DOOR OPENING DIMENSIONS SHALL BE VERIFIED WITH WINDOWS AND Z DOORS SUPPLIER PROVIDE PRODUCT APPROVAL AND/OR SHOP DRAWINGS AS REQ'D O O O -CLOSET n n E ILLLi. 1 lV 4 \ v 4 \ O — 6. ANY BLOCKING, NAIL'S, FLASHING OR OTHER REQUIRED FRAMING MATERIAL W C4J — — °� SHALL BE INSTALLED AS REQUIRED AS IF THEY WERE ORIGINALLY DETAILED. W 44) IL oI — 2'-10" 17'-11" 7. THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR ALL MEANS AND METHODS �i�� COFFER CEILING OF CONSTRUCTION. THE ARCHITECT'S PERIODIC VISITS TO THE SITE SHALL NOT C2) M N O §L O RELIEVE THE CONTRACTOR OF TOTAL RESPONSIBILITY AND HE SHALL IN ANY EVENT C HOLD THE ARCHITECT HARMLESS FOR ALL LITIGATION ARISING FROM INJURY. 8. ALL STUCCO, METAL LATH, AND DRYWALL WORK SHALL MAINTAIN THE STANDARDS BREAKFAST ROOM M Q Y F FLOOR AS OUTLINED IN THE U.S. GYPSUM CONSTRUCTION HANDBOOK; ESPECIALLY IN o F. FLOOR - -�+ -= REGARDS TO ACCESSORY PRODUCTS, SUCH AS, CONTROL AND EXPANSION r I� O i `J - ` - - EL: 0'-(-4") BEDROOM #3 s? -1-' EL.: 0'-0" N o N JOINTS. CONSULT WITH THE ARCHITECT PRIOR TO INSTALLATION. b ILL REAR PORCH 9. CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ° y MASTER BEDROOM EXISTING SITE CONDITIONS. O n 10. ALL WORK BY ALL TRADES SHALL BE COMPLETED IN ACCORDANCE WITH ALL m o / 4" _ _ _ _ O �i APPLICABLE CODES, ORDINANCES, STANDARDS, OR RESTRICTIONS, WHETHER 0. 0 — 1T-6" 2' 9" 3' 7" 6' 0" 5' 7" INDICATED ON PLANS OR NOT, w N © 0 4" C6� - 11. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ROUGH OPENINGS PRIOR T-5" T-0" 3'-T z N /1 3; TO CONSTRUCTION. USE FIGURED DIMENSIONS ONLY. DO NOT SCALE DRAWINGS. LLN 0 — - , 12. ALL DIMENSIONS, WINDOW AND DOOR OPENINGS ARE NOMINAL. FIELD VERIFY ROUGH W m 5'-7" 20'-2" 5'-3' 16'-0" OPENINGS AND VERIFY W/ PRODUCT APPROVAL AND SHOP DRAWINGS. w J -1I 1 ICOFFER CEILING m n °O - _ 2) 13. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING ENERGY U a w o (O� pN it - u © CODE AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THE CODE. °' Y 11'-6" io 2'-°„ STOVEII tO Z OO q -J1 14. ALL SECTIONS, DETAILS, AND NOTES SHOWN ON THESE DRAWINGS ARE I (� I I` _ J -CABINETS INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS UNLESS w z O JACK & GI IL �,I O ® I I - UNDER , 9'-10" 3'-5" e'-1" ( OTHERWISE NOTED. ISLAND Y F. FLOOR `a EL.: U-0" — — GREAT ROOM V T-Y 3,_0„ 3,_1„ 41 ` I3'-2' T-2" 6'-0" II� 11 _.. ...._..._ AC PAD N� 5_, ` 20-2�1 9.2„ 4-°' „ 7-5 BUILDING AREAS CALCULATIONS LLI J w -J' a �I a `" -a ELEV. +0'-0" \ — W i ) 0) MATCH F.F.E. - L L `/ f KITCHEN 'v : W.LC. o AREA UNDER AC ----------------------------------- 2925.83 SQ.FT z V A TRY o o II W.LC. � I �, it O�\ GARAGE ---------------------------------------------- 520.67 SQFT 0 � • J : BEDROOM #2 _ 6 4 3 REAR PORCH 305.24 SQFT L O N i q ' I I '' ^^ C4, DBL o COVER ENTRY ------------------------------------ 401.54 SQFT """ W (D J - 72— - - ---- TOTAL BUILDING AREA -------------------- 4153.28 SQFT J �, v z , %' COFFER CEILING 13,_6„ 3' 6" 3'-8" 11'_5„ 12-10" 1,_8„ 4,_0,, 1,_g„ 5,_5„ 7,_0„ 2'-2" 4.1" - �G m COFFER CEILING ABOVE �' o w G 6" 6"4" N O 5'-°" 2'-6' 5'-°'\ --- �? MASTER B\_�. DESIGN_ PARAMETERS_ F.B.C. 2020 7TH EDITION CHAPTER 1609A-C -ASCE 7-16 7,_5" o „ BATHROOM % D _ _ _ o _ _ _ _ _ DINING ROOM FOYER U RISK CATEGORY OF BUILDING: IItt,„„„,. \ CLOSET Nr i Op BASIC WIND SPEED= 170 MPH 3 SEC. GUST. A-2. F. FLOOR' M j _F FLOOR \ WIND EXPOSURE =Dco EL.: 0'-(-4") — h BASIC VELOCITY PRESSURE=30 PSF "j 4, `� xmt�aeasau,n 12'-10" 3'-2" - y g„ 4 TOP CHORD DEAD LOAD= 15 PSF „ N 20' 1 10 1 -- U 2 4"I' STUDY /BEDROOM o BOTTOM CHORD DEAD LOAD= 10 PSF00 Y W.C. TEMPERED GLASS N ROOF LIVE LOAD= 30 PSFq" h LAUNDRY F. FLOOR SOIL BEARING CAPACITY= 2500 PSF (MIN.) BUILDING DESIGN AS. ENCLOSED 5 Ln 5 �, SHOWER c0 J INTERNAL PRESSURE COEFFICIENT = 0.18 °" ' xjJ mxtma,w, ''" 3" " 1'-2" D q N p \ P MEAN ROOF HEIGHT - 30' MAX. '� LINEN in n —_ _—._._.-- S. f'� N ° CLOSET \ 4 L.� NOTE: o -' 411 N �\ A d- B © O © EGRESS WINDOWS A OCL „ „ AC ---- (W -A v k ALL EGRESS OR RESCUE WINDOWS FROM 4 10 6 0 5 9 10 0 3 9 6 0 4 11 2 0" 2'-0' 2-0 2-0 1-3 3-0� O i 16'-7" m zs'-1r T-0^ �,_o„ V-o„ SLEEPING ROOMS MUST HAVE M „ A MINIMUM NET CLEAR OPENING OF 5 AND oQD Lo 6'-10" 10'-0' 6'-3" z F. FLOOR SEVEN TENTHS 5.7 SQUARE FEET. ( ) N 1'-11" EL.:0'--�-4") F FLOOR THE MINIMUM NET CLEAR OPENING HEIGHT EL: 0'-(-4„) 1'-11" " EL : F+4\ - O 36"x24" DIMENSION SHALL BE TWENTY-FOUR (24) INCHES. o O ATTIC ACCESS ILI ❑ �- THE MINIMUM NET CLEAR OPENING WIDTH 'v ENTRY PORCH 9'-10" 1'-8" —} DIMENSION SHALL BE TWENTY (20) INCHES. o z3'-1° 0 o N • - __ _.-.- Zi q m NOTE: o F a -ALL INTERIOR FINISH TO BE SELECTED N J F FLOOR O \ O N BY OWNER , FLOOR TILES , CARPETS , rn EL. 0'-(-4") 2 CAR GARAGE 4" z 1o'1s" 1,-e° 1r-6^ 1s'a" SHELVES, FIXTURES ETC. N 14'-7n 1,'8„ - - SCApNNLU o O_SLOPE M 21,_7„ BYLU LEGEND St Lucie Coliffiv A N _2 1 HR FIRE RATED PARTITION WALL 6" � `Om n .C? r� O WALL/PARTITION O / z \ -- W �? ILL \I PROPOSED FLOOR PLAN s"coNc.BLocKwALL 0 _ _ _- Ll 6,_0„ A 6'-a----6,_0„ A 3,_1„ 1 V / scA�e: vn - i o^ — — — — — — — / + {� Cry k \: FP ELECTRICAL METER / 24-5Digitally signed by Draw, sign �y:GS COORDINATE W/ FPL CONTRACTOR. Fernando' `J 80'-11" ate: JUNE 2021 FPL r {� Q ®Y } D UNDERGROUND SERVICE ------- Fel Fernando I \ Prieto ie o 5' ePt Numuer 1 Date: 2023.03.0 R PriA� 1 eto.:...: _ 11:29:16 05 00, 11 m C�) C3 CI @4' O.0 TYP. U.N.O FOOTING NOTES_ (") INDICATES TOP OF FOOTINGS 1'-4" BELOW FINISH FLOOR. 1. AT ALL FTG. CORNERS & INTERSECTIONS, PROVIDE 2 #5 L- SHAPED CORNERS BARS WITH 30" LEGS, 2. LAP SPLICE BARS MIN. 36". 3. MONOLITHIC CONCRETE SLAB & FOOTINGS ARE DESIGNED BY THE RATIONAL ANALYSIS METHOD -REFER TO FOUNDATION PLAN FOR SLAB REINFORCEMENT. [CWRDIN�ATEAALLTH ARCHITECTUR�DRAWIINGS 4 Fernand R Prieto'', SCANNED St Lucie C011n11h' Digitally signed by Fernando R Prieto Date: 2023.03.01 11:30:36-05'00' N W n Z Q W ZU ryCY W W LLn J I— Q ry 00 J V- .. 0 O� C?J OLLN0 Q W LU J ry UQW wz0 o0z U) C� W W � ry �ZOc �W W � J Z J d- LL_ co 00 00 ,y WnBNdVtm ep.=J �• i O � Z � v � o c a ti .L ? o J � O 'S c N N N J � O w a N 0 O0 -� j Z Q Z - Of W LL Chi -k y:FP [)e J 11 --:y:AC 7raU y: GS Date JUNE 2021 Sheet Vurber S- i I I I Revisions: . Cry A O z r �i U O U U 4" SLAB OVER TREATED COMPACT FILL .m CI @4' O.0 TYP. U.N.O 5'-101, 0 N r to LL TE-I Y16 " i DIAG. BARS (TYP.) DIAG. BARS (TYP DIAG. BARS (TYP.) BARS (TYP.) PAVER AREA OVER COMPACTED SAND F. FLOOR -146 EL.: 0'-(-4") CI @4' O.0 TYP. U.N.O C4 21'-T 24_9" 5'_2" 13'.0" 2'_ 25'-5" Q N r LO 4'-10" 2'-7" L — — — WF5-12 CI @4' O.0 TYP. U.N.O 0 N ILL WF5 -20 — — — —WF-8 � F_I 4 a -- -- -- - FITI 23'_5"— - 4" THICK SLAB W/ W.W.F. 6x6—W1.4xW1.4 OVER 6 MIL VAPOR BARRIER OVER TREATED COMPACTED FILL Q O � N F. FLOOR r LO 0 n DIAG. BARS (TYP.) C.J DIAG. BARS 4" WF5 -12 1 4" THICK SLAB W/ W.W.F. 6x6-W1.4xW1.4 OVER 6 MIL VAPOR BARRIER OVER TREATED COMPACTED FILL F. FLOOR EL.: 0.0., DIAG, BARS (TYP,) —F5 -12 — — ' 41r F�FLOO�R 10'-0" q 4 IC N r d DIAG. BARS (TYP.) DIAG. Y TE WF5 -20 O N r LO LL — — I L— — — — F. FLOOR 6,_B�, 5'-1" J 3�-1�� a S 26 11" 2 6 2._6.� 2._8�� 2�$�. 7�� 18'-7" C3 I C3 00 a a a � u - C2 14-4' to 12'-1" I CI @4' O.0 TYP. WF-8 . , .. WF-8 — . . .. I .. .. -I L- C4 C❑_� WF-8 :. C 3-3 C4 21'-T ' I CI @4' O.0 TYP. PROPOSED FOUNDATION PLAN NSCALE: 3/16" = 1'-0" tj C3` FOOTING NOTES_ (*) INDICATES TOP OF FOOTINGS V-4" BELOW FINISH FLOOR. 1. AT ALL FTG. CORNERS & INTERSECTIONS, PROVIDE 2 #5 L— SHAPED CORNERS BARS WITH 30" LEGS, 2. LAP SPLICE BARS MIN. 36". 3. MONOLITHIC CONCRETE SLAB & FOOTINGS ARE DESIGNED BY THE RATIONAL ANALYSIS METHOD —REFER TO FOUNDATION PLAN FOR SLAB REINFORCEMENT. (ORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWING C3 C3 N w Z Qw I_I_ CY w L _w J I— < (.90 J H NOS �N0 w LU J UQw wz0 _o0z_ V! w Ll � w C �Zo O IT c ww(0_ N Z J q1t L 00 00 s 1' Q SANNEU BY St I teciQ f`rnmtl Check By FP Design E1V AC Digitally signed by Drown E2021 Fernando s I�� rr Fernando R Prieto • Date: 2023.03.01 S�l R Prieto _ of 11.30.36 05 0 ' . SIMPSON STRONG TIE "MGT" HETAL-20 2 BB-1 @ 17-0" (TYP.) N� P ROPOSED ROOF FRAMING PLAN SCALE: 1/4" = T-0" 0 fV 1SE SIMPSON 1URRICANE TIE AT NALL H.T. Fernando R Prieto SCANNEU �#LuGi13eC�U� Digitally signed by Fernando R Prieto Date: 2023.03.01 11:31:30-051001 Revisions: Al DETAIL COORDINATION 2/23/23 N LLI n z Q LU ry CY LLI Uj LL J i- ry 00 J LL . 0 ' � � 0 LLN0 W J U Q Lu LU z0 0 0 z -0- 7 �Cf)wwrn 3:zo �LIJ Nt c LLJ � J ZJ41:1-LL Lr, „y. —rues) y— :A 0 �uf G .Y O � N S-, L .- c9 � O O N 'L G N N � � C N - O LU \ (L l``J �N. 0000 iO �D ¢ / Q z o- L1 LL Check By: FP Design By:AC- Drawn. By:.GS Date: JUNE 2021 Sheet Number S-2 II 2'-0" 2'-0" HETAL-�20� 2 B8-1 @ T L' SIMPSON STRONG TIE "MGT" p ROPOSED ROOF FRAMING PLAN_ - -- ---SCALE: 1/4" = 1'-0" E "P SE SIMPSON URRICANE TIE AT WALL H.T. Fernando R Prieto SCANNED BY S# Lucie couw Digitally signed by Fernando R Prieto Date 2023.03.01 11:31:30-05'00' DETAIL COORDINATION 2/23/23 N W 0 z Q W ry EY W L _W J I— Q ry 00 J H . 0 0� 0 HNO W J UQW wz0 o0z _O- Lp � W � OO M ZJ�LL i 00 00 co co V (7 N L, O N N cn L o a z � r� 0 � o 'c > o s o ; 0 co v N M o- N -1 O H W � 0_ ti 00 w O Q Q z LU LL Check By: FP NP-i(-II By:AC Draw:, yy: GS Dn . � JUNE 2021 �nret Niai—he, S-2 1