Loading...
HomeMy WebLinkAboutRevisions1 OFFICE USE ONLY: [f�' DATE FILED: PERMIT # REVISION FEE: RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & C06E REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: f �' DETAILED DESCRIPTION OF PROJECT REVISIONS: Fauvnwiw„ CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: C13 C CZ G 6 ``>' ST. LUCIE CO CERT. #: BUSINESS NAME: c to v-- Cuw) wc� c QUALIFIERS NAME: COLT ADDRESS: 6pU6 N%l t6r7rpLr^IS 'I-t22*« CITY: SC--5C C r STATE- L ZIP: PHONE(DAYTIME): 77Z'Zg/ rll�_k FAX: NE UILDER INFORMATIOp/N�I NAME: tM Q f (te_ n ✓.`„ i ADDRESS: MY 0 C C A I,n O k- Le T' tg 1 CITY: 1; ;^) C I C C- 0 STATE: ZIP: `{ R f PHONE (DAYTIME: '3 1 ^-10 Z 'IT ?P FAX: ARCHITECT/ENGINEER INFORMATION: FILE COPY NAME: ! y+t'- (c c o ADDRESS: A q f CITY: S�,,I�T STATE. I^� PHONE (DAYTIME): i 7 C _ 8�� f ZIP: SLCC31 REMRevisedd 0616/30117 I N 22'-O" 15'-4" 14'-0" FfSLAB w E� 9'i' I I 1 I I �• FV I I I cc SX13 I I I I L------------J i GARAGE +/-8'-4"CLG. HT. RAISE 30 GAL WH ON PLATFORM 48" AFF 1 5,O STACK WH cc p W&D SIN O 8X8 p Ln HOWE X " S co O �n 8" 6'-8" 3'X3'X4"THK CURB 0 BASE OF STAIR '.rR ��.� �a• ,y� +/-71/4" 10" o5 6X u COL . 1616 4 p 5 og O FIN. SLAB ® EL. +/-4.83' ®® (+ - DN+ - IN. SLAB wo m LOCATION OF VERT. #5 W/ FILLED CELLS TYP, 0 ALL CORN EK5 & 4'-0" O.C., TYP. COURTYARD +/_ 8'-4" CLG, HT. EDGE OF CONC SLAB AB. GRAD TYP. --a6-------------- BALCONY O'HANG (MAX. I'-0")AB., TYP. 1 22' 0" bOl UIS 00 I o — — 1616 ' FOOT. BELOW GRADE, TYP. 22'-0" 8' 3'-6" 3'-2" 3'X3'X4"THK CURB @ BASE OF GRA E 4t_4 ': ti STAIR L 4.65'Sk�I, co CONC. CURB TYP. i --fj -0) #5 + GA RAG E I +/-8'-4'CLG. HT.---- -j 'All) STEP FOOTING 2'-0 BELOW (APPROX. LOCATION) I i CS (2) #5 2) #s X 1 a I Nt RAISE 30 GAL WH ON PLATFORM 48'AFF 0„ r IFIN. ary I 16 6L O O® �1 W Bt D I i WH I (2) #5 .N EL. + -4 ' I --- -Ln ® ® ® ®` ® ® ® .�.:.. •: fir..• 1; — DN A in COLL +//-7'wmcoMAX.) (5) #5 FIN. SLAB 4" (3) #5 iEL. +/-425' 1 lz-- (+/-4'-3') CO 2 8"XS"THK SLAB` :':)%:.'.CON TYP. (5) # 2'-8„ LOCATION OF VERT. #5 W/ FILLED CELLS TYP. CALL CORNERS & 4'-0" O.C., TYP. 1 r---- _ N I r, I COURTYARD E_`'_ _ 8'_4'CLG. HT. 16 6L l.i:1, a C3) #5 EDGE OF CONC. SLAB AB. GRADE, 1 TYP. 1 4„ I o 0 I 1 I I (5) #5 -----I_T _rTI----- •:::�` ---I-I-T-r JI----- - FIN. SLAB '•."i 1 I - EL. +/-4.16' r.:+ ry w. co GRADE COL COL COL COL EL. +/-3.65' 1616 1616 1616 1616 ;n FOOT. BELOW GRADE, TYP. 1 8„ 4,_8„ 11,_4„ 14. E„ 22 0" 101 NORTH NORTH NORTH A-4 A-4 2ND FLOOR FRAMING PLAN 1/4"=1'-0// IST FLOOR PLAN 1/4"-1'-0// FOUNDATION PLAN 1/4 I/--0" MATERIALS LEGEND O - 5V CRIMP METAL ROOF OVER PEEL & STICK VNDERLAYMENT& 5/811CDX PLYWOOD 5H EATH I NG-NAILED 6" O,C. EDGE & 6" O.C. FIELD I NT. ZONE - NAI LED 4" O.C. EDGE & 4" O.C. FIELD PERIMETER ZONE TYP., USE 84 RING SHANK NAILS MIN. ROOF: 5V CRIMP BY EXTREME METAL FABRICATORS FBC NOA# 20378.6 UNDER LAYMENT: PEEL AND STICK BY MFM BUILDING OPRODUCTS -FBC NOA# 20378.6 2 -TRUSSES BY TRUSS MANUFACTURER- ROO F: 0 24" O.0 FLOOR: 2 X 4- 20" DEEP @ 24" O.0 2X4-12"DEEP CD24"O.0 SEE FRAMNG PLANS FOR LOCATIONS Z-R-201CYNENEINSULATION, TYP, R-19 BATT INSVLATION IN WALL 3g -R-30 BATTINSULIN CLG. 0- 2 X 8 CEDAR FASCIA & 2"ALUM. DRIP EDGE, TYP. O - STUCCO SOFFIT OVER METAL LATH, NO VENT, TYP. ©-15//8" GYP. BD.WALLS, 7CEEIL NGS( PAINTED), TYP. (PAINTP. )V..P. PE'X' GARAGE CEILINGS, �] -TY 1/2" GYP. BD. OVER 1 X 2 PT FURRING STRIPS & R-5 REFLECTIVE INSVL., OR3/4" DOW TVFF R. RIGID IN5VL., REFLECT.SVRFACETO TO INTERIOR SPACE, TYP. Cad EXTERIOR WALLS, TYP. ® - 8" CMU EXTERIOR WALL W/ 7/8"STUCCO FIN. W/ SMOOTH FINISH 7/8" STUCCO FIN. ON GALV. LATH OVER(2) LAYERS 15# FELT ON 5/8" CDX PLYWD. PROV. WEEP SCREED BOTTOM OF WALL O - 4" POURED CONC. MONOLITHIC SLAB W/ FIBERMESH ON 10 mil VI50El N, CLEAN COMPACTED AND TERMITE TREATED FILL. - 2 X 6 EXTERIOR OR INTERIOR WALL @ 16" O.C. W/ 1/2" GYP. BD. ON INTERIOR FACES. 11 - 2 X 4 INTERIOR WALL 9)16" O.C. W/ 1/2" GYP. BD. EA. SIDE, TYP, 1 - FLOOR AS SELECTED BY OWNER 13 - 4" CONT. STUCCO BAND 1!�-12"CONT.STUCCO BAND W/1"CHAMFERATTOP 15 - 2 X 6 COMP05ITE DECKING 16-7/8"5TVCCOCEILINGFIN.ONHIRIBMTLLATH PROV. BLKING C) 24" O.C., TYP. FRAMING/MASONRY SCHEDULE BB - 8"X 16" CONT. BOND BEAM W/ (1) #5 TOP & BOTT. CONT. TYP.. BX16 TYP 8"X S"CAST-CRETE PRE -CAST LINTEL 8FS 1B 1T, TYP. exs -MIN. 8" BEARING Fccl - 8"X 16"CA5T-CRETE PRE -CAST LINTEL SF161B 1T, TYP. lexlq MIN.8"BEARING -K,6 J4,"BC�AST CRETE PRE -CAST LINTEL8F241B 1T, TYP. Foo -18" H. X 32" CROfNVTGCONC. FTNG W/ (5) CONT. # 5 REBARS zx - PT (2) 2 X 12 CANTILEVERED BEAM LET -IN TH RU. BOND BEAM, TYP. 2X1 - PT 2 X 12 FLOOR JOIST zx - PT (2) 2 X 10 BEAM BOXED �� - PT 2 X8 DECK )OI5T 0 24" O.C. 6°b - 6 X 6 PT POST - BOXED W/ PAINT GRADE WOOD 16°b-16"X16"MASONRY COLUMN - SEE DETAIL 5HT. A-5 STUCCO FIN., TYP. BLK -2 X 4 BLOCKING MIN. 9'-0" O.C., TYP, CONNECTOR SCHEDULE ALL HARDWARE GALVANIZED H20-SIMP50N HETA 20 TRUSS ANCHOR W/ 2" MIN. EDGE DISTANCE FROM EDGE OF BLOCK oca (2) 2 X 10 PT LEDGER ATT. BOND BEAM W/ 3/4" X 8" ANCHOR BOLT @ 24" O.C. STAGGERED, TYP. vcR (2) 2 X 8 PT LEDGERATT, BOND BEAM W/ 1/2"X 8" ANCHOR BOLT 0 24" O.C. STAGGERED, TYP. Gsnz - 51MP50N 5T12 STRAPS FROM BEAM TO WALL STUD -@ 16" .O.C. TYP Sr2 -(2) SIMPSON ST12 STRAPS FROM POST TO EA. BEAM, ABOVE, TYP. 35TA -(2) MSTA36 STRAPS FROM P05T TO BEAM TO POST, TYP, H - SIMPSON HVC210-2 HANGER- BEAM CANTILEVERED 10 WOOD BEAMS OR LINTEL - SIMPSON LUS 26 HANGER, PROV.1/4" X 3" TAPCONS Lzb INTO MASONRY, TYP - SIMPSON LV5 28 HANGER. PROV.1/4" X 3" TAPCON5 Lze INTO MASONRY, TYP sei - 51MP50N ABU 66Z P05T BASE W/ 5/8" GALV. ANCHOR BOLT 0 BOTTOM OF P05T Mb-SIMPSON MTSMTWIST STRAP FROM MA50NRYCOLUMN/ BEAM TO CANTILEVERED PT BEAM M - SIMPSON BA MAX X 11" HIGH TOPFLANGE STRAP FROM TRV55 TO CANTIVEVERED PT BEAM 2 �r; U c� 00 .� 5 0 or Q c� 'd a-t4i U 4� O Cd Q� ml 00 O I" v .Ev 0% LNnQo INVId a M � 00 O 0 �+ O con 00 z Qc N N � y N a 'd •O `un (� V) O '--I 'ISIO N )03 310ni . Is WO0 3000 3Nk31A3`# PIY�P B/Z(eAl A1111111111111112 PLANS JOB NUMBER 2035 W/ FIRST FLOOR WALLS 2 X CEDAR FASCIA - NO O'HANG 1 TOP OF WALL TOP OF FLR. TRUSS I BOTTOM OF Q) #P 5 CONT. TOP OF SLAB 0 (3) # 5 CONT TYP e 12 3 f'' ETA 20 KITCH EN #5 REBAR IN FILLED CELLS 0 +/- 4'-0" O.C. & @ ALL CORNERS - SEE PLAN FOR LOCATIONS, TYP 4" CMV COURSE 3/4" CDX PLYWOOD SUBFLR., TYP -- _ 3� 12 TOP OF 36" H. 1,_ „ o GUARDRAIL y � TOP OF N O TRUSS i N BOTTOM OF LINTEL W A—.4 COL 11616 TYP. m TYP, WINDOW CASING CK. W/ OWNER DINING 3/4" CDX PLYWD 1 SVBFLR.1 TYP COURTYARD o �GI RDER TRU55 Q FIN: SLAB FIN. SLAB co > GRADE EL+/-4.zs' EL.+/-4.25' (+/-4'-2„) (+/-4-3' EL 3.66' SLOPE SLAB V GRADE .... ... _. h B'W XS MIN THK SLAB CS) CONT. # 5 2 -S W/ (2) CONT. # 5, TYP. C3) CONT. # SECTION -1 II 12 BASE 12 2 3 I� 1, • L1 I4 H ETA B 20 I LDGR �� z) -XIC BB BX16 BB SX16 I #5 REBAR IN FILLED CELLS COURTYARD 0 +/- 4'-0" O.C. & @ ALL CORNERS - SEE PLAN FOR LOCATIONS, TYP. DINING I I 3/4" CDX PLYWOOD SUBFLR., TYP BASE II ® 2 II II II 30" LAP, TYP. 12 II CONC. CURB, ' II TYP. 9 4 a 44 dq, a . �a' uY q a a no(] 16 cc BX2 COURTYARD V-6„ o i co TOP OF FLR. TRUSS 0 � 1 TYP MATERIALS LEGEND a/ P TYP. _ .HETA 5V CRIMP METAL ROOF OVER PEEL Kc 86 bbbbb F 6 L�8�8 20 O STICK UNDERLAYMENT&5/8"CDX PLYWOOD 4 rP SHEATHING;-NAILED 6"O.C. EDGE &6"O.C. FIELD I NT. ZONE - NAI LED 4" O.C. EDGE & 4" O.C. FIELD PERIMETERZONE TYP., USE 84 RING SHANK NAILS MIN. O TYR M ASTER 1 ROOF: 5V CRIMP BY EXTREME METAL FABRICATOR5 I FBC NOA# 20378.6 UN ER D LAYMENT: PEEL AND STICK BYMFM BUILDING PRODUCTS -FBC NOA# 20378.6 CLOS I O -TRUSSES BYTRUSS MANUFACTURER- I ROOF @ 24" O C TH MASTER B EDROi$M I FLOOR: 2 x 4- z2" DEEP @ 24" O.0 I 2X4-1"DEEP @24"O!C SEE FRAMNG PLANS FOR LOCATIONS O - R- 20 ICYNENE INSULATION, TYR. 3� - R-19 BATT INSULATION IN WALL A 3B R-30 BATTIN5ULIN CLG. / O -2X8 CEDARFA5CIA &2"ALUM. ©s/8°TYPE"X" 3 / A 6 DRIP EDGE, TYR GYP. BD. CLG. / IN GARAGE E 12" DEEP � O.. -STUCCO SOFFIT OVER METAL LATH, NO VENT, TYP. GARAGE 024"O.C. TYR b 1/2" GYP. BD. WALLS, (PAINTED), TYP. /-S'-4'CLG. Hr. GRADE O 5/8"GYP, BD. CEILINGS, (PAINTED), TYP. W EL.4.65' „ ! FIN. SLAB GARAGE DOOR (+/_4%B•� 5 8 GYP. DDTYPE X GARAGE CEILINGS, ( AINTED TYP. EL. +/-4,83' O -1/2" GYP. BD, OVER 1 X 2 PT FURRING STRIPS & F/FW OV. DRAIN. CK. SLOPE 9 FIN, SLABNDITION IN FIELD R-5 REFLECTIVE INSUL.; OR 3/4" DOW TUFF R SLAB1 _ TYP, c4 75ARCHITECT RIGID INSVL., REFLECT. SURFACE TO — TO INTERIOR SPACE TYP @ EXTERIOR WALLS TYP — ® - 8" CMU EXTERIOR WALL W/ 7/8" STUCCO FIN. W/ --�-----x--------- M1 f SMOOTH FINISH (2) CONT. # 5 Cl — — — — — — — — — —� - 7/8" STUCCO FIN. ON GALV LATH OVER(2) LAYERS _ -i �-N (11CONT.#5 O 15#FELTON5/8"CDXPLYWD.PROV.WEEP SCREED@ 2'_ + (4) CONT. # 5 2-� BOTTOM OF WALL - 4" POURED CONC. MONOLITHIC SLAB W/ FIBERMESH ON 10 mil VISOEEN, CLEAN COMPACTED ANDTERMITETREATEDFILL. 1 /4" — I( /-0,/ 'IO - 2 X 6 EXTERIOR OR I NTERIOR WALL 16" O.C. W/ 1/2" GYP. BD. ON INTERIOR FACES. (( - 2 X 4 INTERIOR WALL @ 16" O.C. W/ 1/2" GYP. BD. OEA. SIDE, TYP. TZ - FLOORAS SELECTED BYOWNER 3/4" DX PLYWD 13 4" CONT, STUCCO BAND SUBFLR., TYP 12 14 -12" CONT, STUCCO BAND W/ V CHAMFER AT TOP FLASH 2 T5 2X6 COMPOSITE DECKING 2X1 T6 - 7/8" STUCCO CEILING FIN. ON HI RIB MTL LATH 15 BEYOND PROV. BLKI NG 0 24" O.C., TYP. (2) 2X1 w,. FRAMING/MASONRY SCHEDULE DJ BB - S" X 16" CONT, BOND BEAM W/ 0) #5 TOP & BOTT. CONT. TYP. 2 x8 I 8X16 TYP. cc SXe - 8"X S" CAST-CRETE PRE -CAST LINTEL SF816IT, TYP. HUG OCANT. MIN.8" BEARING 10- BEAMTYP. 1 BX1 ' 8"X 16".CAST-CRETE PRE -CAST LINTEL SF1616IT, TYP. �4" • MIN 8" BEARING LDCR B a zxro cc Xz g�" XX 24"�q5 T-C ETE PRE -CAST LI NTEL SF241B 1T, TYP. 1'-0" MIN, 8" BEARIN� MAX. cc oo -18" H. X 32" CONT CONC. FTNG W/ (5) CONT. # 5 REBARS 16 Mb BX2 16 LUS TYP CANT. BEAM COL (2 - PT (2) 2 X 12 CANTILEVERED BEAM LET-1N THRU. BOND 26 TO WALL, TYP. 16X1 BEAM, TYP . - F'- - PT 2 X 12 FLOOR JOIST zxi - PT (2) 2 X 10 BEAM BOXED ')� -PT2XSDECK)OIST@24"O.C. O °� - 6 X 6 PT POST- BOXED W/ PAINT GRADE WOOD~' M 16°L ❑ -16"X16"MASONRY COLUMN-SEEDETAILSHT.A-5 h O STUCCO FIN, TYP. D ETA I L —A 3/4/' �1'-0" BLK 2 X 4 BLOCKING MIN. 8'-0"O.C., TYP 0 CONNECTOR SCHEDULE ALL HARDWARE GALVANIZED B HEra -SIMPSON HETA 20TRUSS ANCHOR W/2"MIN. EDGE � N 21 DISTANCE FROM EDGE OF BLOCK C 1 2 O A-�F �R A_4 (2) 2 X 10 PT LEDGERATT. BOND BEAM W/ 3/4"X 8" 00 3 1G� `2'�x' ANCHOR BOLT @ 24" O.C. STAGGERED > � , TYP. � � t.,, Z (2) 2 X 8 PT LEDGER ATT. BOND BEAM W/1/2"XS" ANCHOR BOLT @ 24" O.C. STAGGERED, TYP. / HANDL R I TOP OF SIMPSON ST12 STRAPS FROM BEAM TO WALL STUD s.Mz - `�-� cc) @ 16" .O.C, TYP , a 1 6 I I(sr)2 (2) SIMPSON 5T12 STRAPS FROM P05TTO EA. BEAM, j I I I ABOVE, TYR. I TYP. 2 F+- I I ( 3STA (2) MSTA36 STRAPS FROM POST TO BEAM TO POST, TYP. W I KITH N PINING I I o r i - SIMPSON HUC210-2 HANGER- BEAM CANTILEVERED WOOD BEAMS OR LINTEL O SIMPSON LUS 26 HANGER. PROV.1/4" X 3"TAPCONS I M 26 INTO MASONRY, TYP TOP OF( — - SIMPSON LUS 28 HANGER. PROV.1/4 X 3"TAPCONS N rRuss Lvs INTO MASONRY, TYPI ION _V1 �— reP e 66z Asv - SIMPSON ABU 66Z POST BASE W/ 5/8 GALV. ANCHOR OPc BOLT @ BOTTOM OF POST 2 O.C. 16 B \ --// ^^'s SIMPSON MTSM TWI5TSTRAP FROM MASONRY COLUMN/ REVIEWED FOR TYP. X 16 BEAM TO CANTILEVERED PT BEAM Q w BA - SIMPSON BA MAX X 11" HIGH TOPFLANGE STRAP FROM CODE COMPLIANCE COURTYARD _ MA ST, LUCIE COUNTY I I +/_B-s°cLc HT � � � TRUSS TO CANTIVEVERED PT BEAM + � j BOCC I� I g + I 1Cb0L GPA E 8"W. X16"MIN. THK.S (5) CONT # 5 I_ 2. -8 i. W/ CONT. (2) # 5, TYP. A�4 / (3) CONT. # 5--T' ----/ SECTIONS DETAIL -C 3/4 //=1'-0" 1 D ETA I L- B 3/4 1 -0 S ECTI LJ N .-• 2, 1• `I\1. ♦ �1 1 .?�/ JOB NUMBER 2035 W/ FIRST FLOOR WALLS TOP OF ROOF I �o /NJ TYR TOP OF NO O'HANG 1'1'—O O'HANG n q 36" H. MAX. O'HANG ❑ / � \ 13 GUARDRAIL ❑ \ O \ \ 06 (v 8 rvP. a 2x+ 36" H . I "A I L-====­==u DECORATIVE GUARDRAI RACKETS, TYP. Erl TOP OFSEE DETAIL BELOW TRUSS O __ 1 TOP OF N L'----- 4- 2) OPENING LINTEL O'HANG MAX. O'HANG C2) zx1 1'_0" MAX, O'HANG o 6°L OPEN OPEN OPEN 7 ZO PosFIN. SLAB bxb L �/ ` PEN7 STAIR: SEE DETAIL EL. 3.6L V4_2") 07t +E(+/_4'.2s' PEN 7 SHT A-5 FIN COL GRAD E GRADE 616 161E EL.4755''B EL4.65' I 1 (4'-91 (+/-4'-Sl ------------- --- II — — — J------------------------------=— —IJ EA5T/SIDE ELEVATION V 6 TYP. 1 BASE 3/4" PLYWD SUBFLR., TYP,/ 90119 y x' DETAIL -A INO O'HANG TYP, ,13 SUGGESTED DECORATIONALL \ II os OPEN r- - - - - - - - - ------------------ -f I I NORTH/FRONT ELEVATION 1 NO O'HAN 4 TYP. TOP OF 1 _Ou WALL TVP. 13 1 3 TYP. / \ / \ 36" H. 12 GUARDRAIL 2 TYP. 3 H ETA O 20 H (2) 1 co NO 3 2X1 TOP OF TRUb T�'P // 1Typ. NG TOP OF (y . WALL& BOND BEAM y- W LINTEL O'HANG 1'-0" MAX. O'HANG 6 TYP. 1r Ori MAX. O'HANG W 8 ' FI N. 5LAB + FIN. SLAB EL. +/-4.25' GRADE CC EL.4.75' (+/-4-29 EL.3.66' 3\16 3 (4'-9) (/-3'-8'� a -------------------- + L-------------------------------- — — — — — — — — — — — — — — — — — — — — — — — — — — CLOSET� WEST/SIDE ELEVATION 0 co 12 1 1 NO OVERHANG 3 L---��� r FLASH GARAGEDOOR \ T TYP, 1 -0 TOP OF WAEL — 13 O sr z co TYR TOP OF 8 1 TRUSS TYP. a 0 WEEP SCREED TOP OF TOP OF TRUS� N WALLOF _ N 2 X RIM JST, BEAM ,� °• 14 -• 16 0 1,-rr OPEN OPEN %I OPEN H ETA 3�i MAX 20 1 TYP. \ + + COL COL OI 160L ----------------------------� SOUTH/ REAR ELEVATION 3/4"-1'-0" ELEVATIONS 1/4"=1'-0" I1 (2)1/2" GALV. BOLTS TH RU TRUSSS TYP. BLOCKAS R�Q'D TO SPACE EQUAL BTWN WINDOW 12 3� 2X6PT DECORATIVE BRACKE BOXED 4'-0" SIMP50N HUS26- 13IACKET DETAIL 1 3 PL 3/4,/ =1 /_01/ MATERIALS LEGEND O - 5V CRIMP METAL ROOF OVER PEEL & STICK UN DERLAYM ENT & 5/8" CDX PLYWOOD SHEATHING-NAILED6"O.C. EDGE&6"O.C. FIELD I NT. ZONE- NAI LED 4" O.C. EDGE & 4" O.C. FIELD PERIMETER ZONE TYP., USE84 RING SHANK NAIL5 MIN. ROOF: 5V CRIMP BY EXTREME METAL FABRICATORS FBC NOA# 20378.6 UNDERLAYMENT: PEEL AND STICK BY MFM BUILDING OPRODUCTS -FBC NOA# 20378.6 -TRUSSES B 2 YTRU55 MANUFACTURER - ROOF: 0 24" O.0 FLOOR: 2 X 4- 20" DEEP 0 24" O.0 , 2 X 4-12" DEEP 0 24" O.0 SEE FRAMNG PLANS FOR LOCATIONS O - R- 20 ICYNENE INSULATION, TYP. - R-19 BATT INSULATION IN WALL 3g - R-30 BATT INSULIN CLG. 0 - 2 X 8 CEDAR FASCIA & 2" ALUM.' DRIP EDGE, TYP. O - STUCCO SOFFIT OVER METAL LATH, NO VENT, TYP. O6 1/2"GYP. BD. WALLS, (PAINTED), TYP. 5///8"GYP. ggBD. CEILINGS, (PAINTED), TYP. (PAIGYP. )DDYP PE'X' GARAGE CEILINGS, -1/2"GYP.BD.OVERIX2PTFVRRINGSTRIPS& R-5 REFLECTIVE I N5UL., OR 3/4" DOW TUFF R RIGID INSUL, REFLECT. SURFACE TO TO INTERIOR SPACE, TYP. O EXTERIOR WALLS, TYP. ® - 8"CMU EXTERIOR WALL W/ 7/8"STUCCO FIN W/ SMOOTH FINISH - 7/8" STUCCO FIN. ON GALV. LATH OVER(2) LAYERS 15# FELT ON 5/8"CDX PLYWD. PROV. WEEP SCREED 0 BOTTOM OF WALL O - 4" POURED CONC. MONOLITHIC SLAB W/ FIBERME5H ON 10 mil VISOEEN, CLEAN COMPACTED ANDTERMITETREATED FILL �Q - 2 X 6 EXTERIOR OR I NTERIOR WALL @ 16" O.C. W/ 1/2" GYP. BD. ON INTERIOR FACES. (( - 2 X 4 INTERIOR WALL 0 16" O.C: W/ 1/2" GYP. BD. OEA. 51DE, TYP. �2 - FLOOR AS SELECTED BY OWNER' 13 - 4" CONT. STUCCO BAND (!�-12" CONT. STUCCO BAND W/1"CHAMFERATTOP T5 - 2 X 6 COMPOSITE DECKING 16 - 7/8" STUCCO CEILING FIN. ON HI RIB MTL LATH PROV. BLKING 024"O.C., TYP. FRAN NG/MASON RY SCH EDULE o.� V1N o� L/�N >O > W N � 00 O QNa NO a 00 Q ct �..1 cd ^� cti00 "� N Q WAID TYP. sc; - 8"X 8" CAST-CRETE PRE -CAST LINTEL 8178 1B 1T, TYP. MIN.8" BEARING axi - 8"X 16" CAST-CRETE PRE -CAST LINTEL SF161B 1T, TYP. MIN. 8" BEARING MI84BEgq N ARIN2ETEPRE-CASTLINTEL8F241B1T,TYP. Foy -18" H. X 32" CONT CONC. FTNG W/ (5) CONT. # 5 REBARS zx1 - PT (2) 2 X 12 CANTI LEVERED BEAM LET -IN TH RU. BOND BEAM, TYP. 2x1 - PT 2 X 12 FLOOR JOIST zxi - PT (2) 2 X 10 BEAM BOXED s PT2X8DECKJOISTO24"O.C. • b°b - 6 X 6 PT POST- BOXED W/ PAINTGRADE WOOD a- 6°b -16"X 16" MASONRY COLUMN - SEE DETAIL5HT. A-5 `'�"� "- STUCCO FIN., TYP. <) BLK -2 X 4 BLOCKING MIN. 8'-0"O.C., TYP. q� a CONNECTOR SCHEDULE HerA ALL HARDWARE GALVANIZED - SIMP50N HETA 20 TRUSS ANCHOR W/ 2" MIN. EDGE,, N 20 DISTANCE FROM EDGE OF BLOCK a vcR C232X10PTLEDGERATT.BOND BEAM W/3/4"X8" N a'Zx' ANCHOR BOLT @ 24" O.C. STAGGERED, TYP. W , Z �cR (2) 2 X 8 PT LEDGER ATT. BOND BEAM W/ 1/2" X S" Q N ANCHOR BOLT ® 24" O.C. STAGGERED, TYP. r*- srz - SIMPSON 5T12 STRAPS FROM BEAM TO WALL STUD 016" TYP .O.C. sr+z -(2) SIMP50N ST12 STRAPS FROM POST TO EA. BEAM, ,, y Cd ABOVE, TYP. b STA 42) MSTA36 STRAPS FROM P05TTO BEAM TO POST, TYP.36 C/1 w Hv HUC210-2 HANGER- BEAM CANTILEVERED "WOOD ° WOOD BEAMS OR LINTEL Pa d Lzb - SIMPSON LUS 26 HANGER, PROV.1/4" X 3"TAPCONS O INTO MASON RY, TYP Lza - SIMPSON LUS 28 HANGER. PROV.1/4" X 3" TAPCONS INTO MASONRY, TYP SIMPSON ABU 66Z P05T BASE W/ 5/8"GALV. ANCHOR ^ VISION IDBOLT BOTTOM OF POST Mb - SIMPSON MTSM TWIST STRAP FROM MASONRY COLUMN/ fEIVIEWED BEAM TO CANTILEVERED PT BEAM FOR BM - SIMPSON BA MAX X 11" H IGH TOPFLANGE STRAP FROM COECOMPLIANCE TRUSS TO CANTIVEVERED PT BEAM ST LUiCIE/�COUNTY BOCC PEI /TIT . W/ FIR`T FLOC)R WALLS A�6 ELEVATIONS JOB NUMBER2035