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Home My WebLink About2331 Blue Grouse Ln (a)RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINffR-- DATE 5-ANDQBQ-Q-U—1 LQ!RQ-Q-1V-lS—1 Q -N A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified Ott Blab Inspeetion # 1 ® 2 3 4 J N S =LO'H DA C�En E�3 PAD SZE.- 40' X 58' INDEXSHEET 11 01A FOUNDATION DEAN . A.. 02A FLOOR PLAN W` DIMENSIONS ,� 03A FLOOR PLAN Wi' NOTES � . 0: CROSS SECTIOON /INTERIOR ELEVATION 09 FIRST FLOC�"GR ELECTRICAL PLAN 10 UPF'�ER FL_OOCOR ELECTRICAL FLAN 11A FIRST f=L000R TRU SS LAYOUT ""A 12A UPPER FLOOR TRUSS LAYOUT ..A.. 13A PRE -CAST LINTEL EAY©UT A 14 TYPICAL. DETAILS 15 TYPICAL DETAILS 11C TYPICAL DETAILS D1 TYPICAL STRUCTURAL. DETAILS D2 TYPICAL STRUCTURAL DETAILS CD3 TYPICAL STRUCTURAL DD ETAIIS D4 -TYPICAL STRUCTURAL DETAILS ETAIES 1 REMSON SCHEDULE NO, DATE Z)E5CRIFTION Ai 10.24,12 UPDATE KITCHEN LA*l'OUT Q 10.24,12 MADE M,45TER W.I.C. 5MALLER, R.G. A3 10,24.12 MOVE 2" TOWARD THE FO'''ER LOFT'5 KNEE WALL AT 2ND FLOOR 0 10.24.12 ELIMINATE LINEN CL05ET NEXT TO LAUNDR*T' CHUTE A5 02.04.13 ADDED A/C CHASE TO WIC a 5f;R,4 DAL CHANGED OFT. SHOWER 5EAT5 TO 5TRAIGHT ILO RADIU5ED A& 02.1e.13 ADDED A/C; CONDEN5EIR ANCHOR DETAIL DAL — DELETED NOTE n UNDER GENERAL NOTE5 (5H 3) CHANGED 200A MAIN 5fREA<ER TO IE70,4 ADDED I=LOIR. LIGHT TO 5R2 CL05ET REVISED NOTE 1*3 UNDER NOTES (TRU65 LAT'CUT) ADDED CALLOUT 4/10 (TIRU66 LA't'OUT 11,411) CHANGED LINTEL SUPPLIERS A7 02.26.13 DELETED LOTT& / WEKIWA OFF LINTEL CHART DAL Aa 082e.13 CHANGED CONNECTOR #101 TO #301 SHEET 11A STG A 09.12.13 NOTE[) 12'-a' ENTIR'T' WALL HT5 ELEVA 5TG CUT BACK TRU55 504 TO BUCKET AT FRONT WALL 0 (o.2 r-5. 14 AD17.) 3 -CAR GARAGE OPTION RDC Aii 12-01-14 - REDE51GN MA5TER 5ATH/W[0 fREDE51G;N DROFZONE AREA R -Dc -ADD NEW ELEVATION "C" -AD[) NEW ELEVATION fID11 -DELETE WINDOW5 AT FAMIL�'-AIDD a'SGID. AS -CHANGE 5GC) AT CAFE TO OPTION Al2 2-11-]5-AFIFLIED MID -FLORIDA TRU55E5 _ ELEVATION A_ mW - CHANGE UPSTAIRS P05T UNDER GIRDER TO (3) 2X'5 ILO (2) 2X'5 - ADD DETAIL '111(o - REPLACED BEARING WALL DETAIL 2/14 W1 DETAIL 1/14 A 4-14-1r;' - ADDED FRAME WALK CHANGES mW �4\ -REPLACE OPEN RAILING 15T FLOOR 5TAIR5 mW WITH 42"H, WALL 5TID 04-04-1(o -ADD WALL MOUNT LIGHT IN LANAI 5TF-) mW 01-11-18 - UPDATE TO 201-1 CODE - ELEV. A 4 5 iL *m SHT, ANGLE 5RACKET5 OR 2" WIDE 202a GALV. PT�LAATc'VBASE FLOOD ELEVATION 4" THICK CONC. PAD- 5EE PLAN FOR UNIT LOCATION REFRIGERANT 4P IIAP I ��N"""'''��G T��/O�� A I R bra �—'I YI `1 h.'./ I 1 %V 1 Vtl `ll l IT �1 =T METAL &CREWS UJ/ GA&KETED WA&HER& 4 CONNECT TO PAD W/ 114"XI11411 TAPCON SCREW OR 3/8" BOLT. 5EE TABLE FOR QTY, PER. )ZNCHOR &FACING LENGTH / SIDE . OF- ANCHOR/50E,( LESS THAN 12" ONE / 51DE 1211 - 2411 T.UO / SIDE 2411 _ 311 THREE / SIDE 3r." UP $ 5tons 4 UP IFOUR / 510E p FOUNDATION NOTES 1, CONTRACTOR VERIFY ALL DIMEN&ION& ON JOB 51 TE. 2. d DENOTES FILL CELL REINF. UJ/ CONC. UJ/ (1) #5� REBAR. GRADE 60 3. ■ DENOTE& FILL CELL REINF. UJ/ CONC, UJ/ (2) #50 REBAR. GRADE (oO 4. DO NOT SCALE PRINT51 CONSTRUCTION TO BE FROM CALCULATED D IMEN51ONS ONLY. ANY DISCREPANCIES OR ERROR5 TO BE REPORTED PROMPTLY TO 5UPER- VI5OR FOR CLARIFICATION. 5, WATER HEATER T $ P RELIEF VALVE SMALL BE FULL SIZE TO EXTERIOR. WATER HEATS AT OR ABOVE FLOOR LEVEL SHALL BE IN A PAN WITH DRAIN TO EXTERIOR. WATER HEATER 5HALL HAVE APPROVED THERMAL EXPANSION DEVICE. (o. @ DENOTE& FLOOR SLAB OF PLANT MIX CONCRETE 2500 P.&.I. 4" THICK WITH (X(o 10/10 GAUGE REINFORCING MAT. WITH MIN. 1" COVER. TERMITE TREATED 501L WITH .00(omm « mil) POLYETHYLENE VAPOR BARRIER OVER COMPACTED CLEAN FILL. WWF SHALL BE PLACED IN MIDDLE TO UPPER THIRD OF SLAB AND SUPPORTED ON APPROVED 5LA5 BOL&TER&. *FIBER MESH REINFORCEMENT MAY BE USED AS ALTERNATIVE TO WIRE MESH. `i. PAVER5 MAY BE USED ILO CONCRETE SLA55 IN PATIO, PORCH, DRIVE AND WALKWAY AREAS. DELETE SLAB IN AREA5 PAVERS ARE USED, 8 ANDARD FTI p2 NOT USED ' 1 ` NATE F- e . 9. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY AND COUNTY CODES. 10, IN LIEU OF TREATING THE 501L, AN ALTERNATIVE TO TERMITE TREATED SOIL CAN BE TERMICIDE. 11, BORA-CARE TO BE APPLIED ON INTERIOR WALL5 IAW MANUFACTURER'5 INSTRUCTION& AND 5PECIFICATION6, PURSUANT TO CH.482 FLORDA BUILDING CODE. EOMI E)AT I ON FLAN "A" 1/8"=1'-011 (11X1 -I) 1/4"=V-0" (22X34) . MAI rWm � .v fail � Q� q co �co �(L 0 z0 �L LL Q 0 Q) �S Ql q _® o -3 r... w 0 Q Q3 Q� w� q0 z Q) w �3 3: 3� 0 Q 0 Q) Q Q) z L- n n O Q (J � N Lu Lu OL i114i1 141..8" 141-011 81_211 II -411 /Jj 141-011 '-011 1 N ❑ ❑ © 0 0 EL-mll❑ ❑ ❑ _-_ _ = =_" �[– +-4Z�T/GOLD ' I PREPLUMIB- II BRICK LOC. = �'I-4° e p4 I 11 I 11.31/11 /y PAVERe 1' ❑ II 3y4n I mrd- I I HB 12'-il11 I I I I \Q j I EL -411 o o 11 1 II II o o 0 o I i 1I WC 61I p4 I 38 L,4V. II j m p4 I i I 8'-11° � II �I � 0 ° I If II LAV. EL , � "I 0 3) El � I DW I S I sHOUJER gy41 10EMAKER 21- n 2 I I I 13,_5 I I LINE�- f f c� N - - � �� ❑ I I 2'-G0J/ " II I F- � I ° LTU& I iI D2 �61 ° !4 " m I m I /11ro 41-103 21-1042 I - 1 'a � -fin I I I I 13'-5 2n o ❑ I I / ,- I I I (-r -i 1 PI II,U. &fig. // 411 PVC �A/C CHAS LL 1i I L �, L- - m I I I I 1'-11 II � tll II I. 4 X24 II Xlro o i m r� �h m I I I I I I CONC. FTG. ' W/ (3) #516 m / D2 II E.UJ. 0 / II II li II --}--•T7- - - - ---1- 11 / llll II � I I II c� 39 j // CUR'8 D2 I� f o I 12'-�" �I'-�" 11 ii -0 4 EL -_4" I 3i 16 I f II / D4 I D4 D2 _7 --- -- t OGTING FOO INC I © ❑ CHANGE CJ CH NGE I o / II 11 I BRICK II 2 OIA CU. I PAVERS a I N N 1 I 1 1 " EL -4 ----{� o I 1 I o 0 010 o+ �, H I I 18 I I 18 I — _ 24' X24 "X1(o11 CONC. p2 p2_ FT lU/ C3) #5E.W.E.. - - - - '- = 24II X12n i� CONC. FTG. UJ/ 3) #5'5 F.WJ 22 D2 22 D2 D2 2'-4° Ir' -0° 2'-4" r'-011 ie6'-8" 201"8" 1218" _all 401-011 � .v fail � Q� q co �co �(L 0 z0 �L LL Q 0 Q) �S Ql q _® o -3 r... w 0 Q Q3 Q� w� q0 z Q) w �3 3: 3� 0 Q 0 Q) Q Q) z L- n n O Q (J � N Lu Lu OL TA5ULATION UPPER LIVING ---------------- 1,021 SF, LOWER LIVING -------------- -- 1,549 SF. TOTAL LIVING----------------- 2,510 SF. GARAGE---------------- --- 426 5F, ENTR`C' PORC�4---------------- 9'f SF. LANAI ----------------------- III 5F. FRONT 5ALCON'1'---------------- N/A SF. REAR 5ALCON't'-------------- N/A 5F. TOTAL UNDER ROOF 3,210 5F. GENERAL NOTES i. CONTRACTOR TO VERIFT' ALL DIMENSION& ON J05 SITE. 2, DO NOT SCALE PRINTS! CONSTRUCTION TO 5E FROM CALCULATED DIMENSIONS ONLY. ANT D15CREPANCIES OR ERRORS TO 1.3E REPORTED PROMP=TLY TO 5UPERVI5OR FOR CLARIFICATION. 3. ALL INTERIOR FRAME WALL DIMENSIONS TO 5E 31/2" UNLESS NOTED OTNERW15E. 4. ALL EXTERIOR 5LOCK WALL DIMENSIONS TO 5E 11/2" UNLESS NOTED OTI-IERW15E. 5. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. FLOOFR e S II L -CAD INO MATION NOTE: DOOR' FROM HOUSE TO GARAGE MUST PER (oTH EDITION, 2017 FLORIDA BUILDING BE SOLID WOOD DOORS NO LESS 1 3/011 RE5IDENT,41L CODE IAW R302.S.1 DEAD LOADS FLOOR': STRUCTURE ------- - - - - -- I PSF. CEILINGS -------------- 3 P5F MECH/ELEC-------------- 5 P5F PARTITIONS -------------- 5 P5F TOTAL -------------- 20 PSF ROOF: SHEATHING -------------- 5 PSF STRUCTURE -------------- I PSF CEILINGS -------------- 3 P5F MECH/ELEC-------------- 5 PSF TOTAL --------------20 PSF FLOOR LIVE LOADS RESIDENTIAL FLOOR: ------------ 40 PSF UNINHABITABLE ATTIC WITHOUT STORAGE: ------------- 10 P5F UNINH,451T,45LE ATTIC W/LIMITED STORAGE: ------------- 20 PSF ROOMS OTHER THAN SLEEPING ROOM: ------------40 P5F SLEEPING ROOM: ------------ 30 PSF STAIR LIVE LOAD: ---------------40 PSF ROOF LIVE LOADS MINIMUM ROOF LIVE LOAD (PSF) TRI5UT,4RY LOADED AREA (SQ. FT.) FOR ANY STRUCTURAL MEMBER ROOF 5LC f=>E 0-200 201-000 OVER (o00 0:12 < 4:12 20 1(o 12 >_ 4:12 < 12:12 1& 14 12 >_ 12:!2 12 12 12 WIND INFOfRMATION PER &TH EDITION, 201-1 FLORIDA BUILDING RE5IDENTAIL GODS I. 8,451E WIND SPEED: -----------140 MPH 2, WIND IMPORTANCE FACTOR: --------- N/A 3. BUILDING CATEGORYT ----------------- 5 4. :-- ----------- 4. INTERNAL PRESSURE - - - - +/-.18, INCLUDED COEFF IC I ENT: IN NOTE #5 5. COMPONENT / CLADD INE - - - - - SEE PLAN DESIGN WIND PRESSURE: + XXX DESIGN WIND PRE55URE IAW FLA XXX RESIDENTIAL CODE, SECTION R301 NOTE: DESIGN PRESSURES BASED ON 5A51C WIND SPEED AND NOT ULTIMATE WIND SPEED. FGRE,55 U)INDOW &CH DVLA 6H25 33 1/2" H. X 30" W. MIN. NET CLEAR OPENING 5.1 SOFT LAUND, CHUTE N R,4L= N(-Ofi t DRYER 1. PROVIDE REGE55 HOT $ COLD WATER VENT WITH DRAIN @ WA5HER SPACE. RECESS. - PLUMB. 2. VENT DRYER THRU ROOF, 3. PROVIDE COLD WATER LINE FOR ICE MAKER LINE e REF. SPACE. 4. DO NOT SGALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 5. MECHANICAL EOUIP%'IENT LOCATION TO BE DETERMINED BY GOMMUNITY STANDARDS AND APPLICABLE COUNTY CODES. ro. r i i 1777 DENOTES CONC. BLOCK WALL HGT. e9'-4" A.F.F. DENOTES CONC, BLOCK WALL HG T. a 10'-8" A.F.F. 1. REFER TO TYPICAL DETAIL SHEET FOR EXTERIOR WALL FINISH SPECIFICATIONS 8, REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACE5 9. ANCHOR THE CONDENSER UNIT TO SLAB PER CODE: M 301.3 +1301.3.1 10. ALL INTER. FIRST FLOOR CEILINGS AT 9'-4" UNLESS NOTED OTHERWISE. ALL INTER. SECOND FLOOR CEILINGS AT FLOOR FLAN W1 NOTE& 11,411 9'-0" UNLESS NOTED OTHERWISE. 1/011=1'-O" NIX1-I) 1/4`=I'-0" (22X34) m+ PR. SN25 '-..ri-1%v%.4 1 vv"iv NOTE: SEE FINAL COLOR SHEET FOR FLOORING INFO GENERAL NOTES 1. CONTRACTOR TO VERIFY ALL D IMEN51 ONS ON JOB 51 TE. 2, DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3. ALL INTERIOR FRAME WALL DIMENSIONS TO SE 31/2" UNLESS NOTED OTHERWISE. 4. ALL EXTERIOR BLOCK WALL DIMEN51ONS TO 5E '11/2" UNLESS NOTED OTHERWISE. E. PULL ALL DIMENSIONS FROM THE REAR OF PLAN, 1/4"=I'_0" (22X34) II 1.141 LOAD INFORMATION NOTE: DOOR FROM DOUSE TO GARAGE MUST PER (oTH EDITION, 201"l FLORIDA BUILDING BE SOLID WOOD DOORS NO LE56 1 3/8" RE5IDENTAIL CODE IAW 8302.5.1 DEAD LOADS FLOOR: STRUCTURE -------------- -1 P5F CEILINGS -------------- 3 PSF MECH/ELEC-------------- 5 PSF PARTITIONS -------------- 5 P5F TOTAL --------------20 P5F ROOF: SHEATHING --------------- 5 P5F S GR 5 WINDOW � DUL. SH3050 33 1/2" H. X 30" W. MIN, NET CLEAR OPENING 5.1 SOFT TRUCTURE----- - - - - -- -- 1 P5F CEILINGS -------------- 3 P5F MECH/ELEC--------------- 5 PSF NOTE: ALL WINDOW& 5ILL TOTAL -------------- 20 P5F TO B E 24'' IN. AFF, LIVE LOADS RESIDENTIAL FLOOR: ------------40 P5F R312.2 - 1=5CfR (2011) UN INHABITABLE ATTIC WITHOUT STORAGE: ------------ 10 PSF UNINHABITABLE ATTIC W/L11"11TED STORAGE: ------------ 20 P5F ROOMS OTHER THAN SLEEVING ROOM: ------------40 P5F SLEEPING ROOM: ------------30 P5F STAIR LIVE LOAD: ----------------40 PSF ROOF LIVE LOADS MINIMUM ROOF LIVE LOAD (P5F) T815UTA8'T' LOADED AREA (SQ. FT.) FOR AN'T' STRUCTURAL MEMBER ROOF SLOPE 0-200 201-ro00 OVER 600 0:12 < 4:12 20 16 12 >_ 4:12 < 12:12 1(o 14 12 >_ 12:12 12 12 12 W IND INFORMATION PER &TH EDITION, 2011 FLORIDA BUILDING RESIDENTAIL CODE 1, BASIC WIND SPEED: ----------- 140 MPH 2. WIND IMPORTANCE FACTOR: --------- N/A 3. BUILDING GATEG08Y:---------------- B 4. INTERNAL PRESSURE - - - - +/-.18, INCLUDED COEFFICIENT- IN NOTE #5 5. COMPONENT / CLADD INC -- - - - - SEE PLAN DESIGN WIND PRESSURE: +DESIGN WIND PRESSURE IAW FLA MRESIDENTIAL CODE, SECTION R301 NOTE: DESIGN PRESSURES BASED ON BASIC WIND SPEED AND NOT ULTIMATE WIND SPEED. GENE RAL_ NOTES 1, PROVIDE RECESS HOT $ COLD WATER WITH DRAIN 'a WASHER SPACE. 2. /ENT DR�'ER THRU ROOF. 3. PROVIDE COLD WATER LINE FOR ICE MAKER LINE 'a REF. SPACE. 4, DO NOT SCALE PRINT51 CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONL''. ANS' DISCREPANCIES 08 ERRORS TO 5E REPORTED PRC.OMPTL"T' TO SUPERVISOR FOR CLARIFICATION. 5. MECHANICAL EQUIPMENT LOCATION TO BE DETERMINED B�' COMMUNIT'r' STANDARDS AND APPLICABLE COUNT't' CODES, 0. DENOTES CONC. BLOCK WALL HGT. e NOT USED DENOTES CONC. BLOCK WALL HGT. e NOT USED I. REFER TO T'O'PICAL DETAIL SHEET FOR EXTERIOR WALL FINISH SPECIFICATIONS S. REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONR'fi' INTERFACES g. ANCHOR THE CONDENSER UNIT TO SLAB PER CODE: M 301.3 +1301.3.1 10. ALL INTER. FIRST FLOOR CEILINGS AT 9'-4° UNLESS NOTED OTHERWISE. ALL INTER. SECOND FLOOR CEILINGS AT URF R FLOOFP, RL 4N U/ NOTE5 11 ,4 I1 9'-0" UNLESS NOTED OTHERWISE. 1/8" -1' -O" e' IIX1-1) i/4" -1' 0" 122X34 6 11 110 0li1l 111111 1 1 11 01 fi ., 1'1 1. 35.3 + 35.3 + 38.2 47.2 5H2O30 5H30E0 07 (D RASH. EGRESS -- - -__- - 14 c �_--_ - �; UJI 9' CLG. � 3 z6 14 cook 58.2 9' CLG. u N0 x 2809 LOFT m � � N Q� 2"H, ALUMINUM (k x N C RAILING- HANDRA R311, 1.8. &TH EDITION - --F- FBCR (2 17) 34"-38" ABV. T NOSING ON OPPOSITE WALL X L,AUND. CHUTE - _ _ _ _ R/A ----- ------ _-fig s I I I 2 I � ° �� i I I I 60 14 14 B R.� 9' CLC_ DW. SHELF e 11 - S A.F.F. /OX2/0 F.G. 35.3 + EGRESS 47.2 2 /OX2 /0 RG. SH30 0 /OX2 /0 F.G. 35.3 + 35.3 1 f 1 35. +47. 47. 38.2 - 47.2 NOTE: SEE FINAL COLOR SHEET FOR FLOORINCs INFO L 0 U) Q REVIS BY ® 12-01-14 RDO r (n) ,IF 0® ��1..-. T3T Z E �UL Q)x 73 0 to w u � L w� n lu o ®o m ®� Q w — u� 3 N � � 0 w 0�� 3 � �F= Q Q))® z L-- t- OL _F- o �cs) m ° s Lu 11 � � N L z J � o � u z (3) 3" FALSE ,-' '"- F'f PSS- PRO cv 1 2 II a G� 1/ " a 2� AIL 01XII) 11/2"=1'-O" (22X34) ALUM./VIN''L 5OFFI7 "F rPON" BRACKET 5KT14XI4 OR. EaUA �, AA 1/2"=1'-0" (11X17) 1"=1'-0" (22X34) EXTEfRlCfR FIN15H NOTES 1. LATH TO BE ATTACHED IAA R103.1.1 OF THE &TH EDITION, FBGR, 2011 2. PLA&TERINCz TO BE WITH PORTLAND CEMENT,INSTALLED IAW R703,12 OF THE &TH EDITION, FBCR. 2011 3. WEEP &GREED TO BE INSTALLED IAW 81031.2.1 OF THE &TH EDITION, FBGR. 201-1 4. WATER RESISTANT BARRIER TO BE INSTALLED IAW R103,1.3 OF THE roTH EDITION, F5CR. 201-1 &. "ZIP &,r &TEM& WALL SHEATHING BE USED AS AN ALTERNATIVE 1 LUALL SHEATHING; AND VAPOR BARRIER, ON ,EXTERIOR UJALLS OL ,EL.18'-43/ /HDR. I/s" TEXT. CEMENTITIOU' ON METAL LATH OVER OSB, SHEATi FIBERGLAS& SHINC 10' -83411 /2ND. Fl` EL. e'-4" /PLT. �, 01-01, /HDP:. O'-0 /FINS FIBEfRGLASS SHIN(;LES OL ogL.1&'-43/4" /HDR. HGT. 1Xr SMOOTH FINISH BAND — FIBERGLASS SHINGLE& — E' -83/a" /2ND. FN. FL, OL EL. 9'-4" /PLT. HC -T. /HDR. HGT. IT 18"X30" HF.RND. LOUV. VENT — 1,U/ 1X(o SMOOTH FIN. BAND 1X8 SMOOTH FINISH BAND — ,,, EL. 0'-0" /FIN. FLR. 1/2" TEXT, CEMENTITIOUS FINISH 12 6 F—fRCNT ELEVATICN 114 11 1/8"=1'-0" NIXII) 1/4"=1'-0" (22X34) OFF-RIDC3E ROOF VENTS REFER TO ATTIC --11 AM -1 ter;I r AI -1 II Atl-I FI5ERGLA66 SHINGLES 1X6 SMOOTH FIN15H BAND CEMENTITIOUS FINISH REAR ELEVATION 1/8"=1'-0" (11X17) 1/4"=1'-0" (22X34) /PL.HC�T� hE NTITIOUS ATH OVER SHEATHING ?ND. FN. FL. /FLT, HCGT.j, /HDR. HCT. >" /FIN. FLiR. E L.19' - V/4 " /PL.HGT. 4 EL.18'--43/4" /HDR. EL, 12'-4" /PLT. HGT EL,I0'-15 /2ND, FN. FL.i IV EL. 9'-4" /PLT. Hr-:sT. EL. (5'-0" /HDR. HGT. ,i, IV IX& SMOOTH FINISH BAND EL. 0'-0" /FIN. FLf;R., 1/2 TEXTURED CEMENTITIOUS FINISH W W Q) o� p� n 0- 0 �® �® ICU � 3 �)-� �Q) w D �3 041 �Q) LL �0 w n w ®� uQ) II II II �, 0 _ *' -�1 w lAA Ci Q)6- z L %- o 7 Q i3:,c+ Q) �Q) o Wz' n (S) w u w dao N � 13 - 0- � � o � 0 u �o 24x40 OVAL MIRROR II a l' . I' l 90 P it l III I_ lNTEF,--,l0E--,, ELEVATION5 1/S"=1'-0" NIX17) 1/4"=1'-0" (22X34) NOTE, INTERIOR ELEVATIONS ARE CONCEPTUAL ONLY. 5EE CA51NET 5H01= DRAWING& FOR FINAL VERIFICATION HAIL f=5cF Aev. 7 ON O 2IV, 4 CQry i , i i wi 126 CUT NAIL5 e h" O.C. 0 101 \-0 s4 I 50 PSF 1 \ cv q I -N 1 Av.-7 V. m 1 m FIEF. LA 1 IRGE. / 1 X sL I I �y I I 0 101 $J 1/4"=1'-0" (11X1 -f) 1/2"=1'-0" (22X34) [.IlAZ.1 1010101101 M I RR. s4 I 50 PSF 1 \ cv q I -N Av.-7 V. m 1 m FIEF. LA 1 IRGE. / 1 X sL I I �y $J 1/4"=1'-0" (11X1 -f) 1/2"=1'-0" (22X34) [.IlAZ.1 1010101101 M I RR. 0 1 1 50 PSF 1 \ _I q 1DELI -N I 1 I 1 5A5E TRIM KN�AGE a rei INK MIRRORS/ -l\ IN 1 PER FBC R301- TAI LE 8301.5 SEAM 13 GUARDRAILS @ HANDRAILS M I RR. 0 1 1 50 PSF GUARDRAIL OPENING LIMITATIONS 4" IN DIAMETER MAX. _I q 1DELI -N I 1 I 1 5A5E TRIM rei INK MIRRORS/ -l\ IN 1 PER FBC R301- TAI LE 8301.5 SEAM 13 GUARDRAILS @ HANDRAILS 200 PSF GUARDRAIL IN - FILL COMPONENTS 50 PSF PER FBC R312- R312.1.2 4 8312.1.3 4 R3111Z.1 GUARDRAILS HEIGHT 36" MIN, HANDRAIL HEIGHT 34" MIN, TO 38"MAX, GUARDRAIL OPENING LIMITATIONS 4" IN DIAMETER MAX. NOTE: HANDRAIL CONTINUITY PER R311.15,2.- HANDRAIL5 FOR STAIRS SHALL BE CONTINUOUS FOR FULL LENGHT OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY A5OV, THE LOUDEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POST OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NO LESS THAN I I/2"(36MM) BETWEEN THE WALL AND THE HANDRAIL. F15ERGLA55 SHING;LE5 FRE -ENG. UJD. TRU55E S 5~I'5TEM e 24" O.C. -Z)eFl r1(Z�2 59Ei9 VIOITA_ll - Vf01TA�S1E2V1©� '1aJsf: VK3ITICIE I J�L. 1,31—a3/4" /F'LT. HGT. /HQR. HGT. 4 w = E, "10' - 8/2ND. FN. FL. SEL. 9'-4" /FLT. HG�T. r EL, S' -O" /HDR. HC�T. N ui OL EL. 0'-0" /FIN. FLR. Il 1 1X(o (5 HOOKS) 1 _I 77 1DELI -N I 1 I 1 5A5E TRIM FIEF. 1 IRGE. / 1 X sL I I I I � Il le: rel MICRO 1X(o (5 HOOKS) 1 _I 77 1DELI VY 5A5E TRIM 1 IRGE. / X sL le: rel le: IX(o (5 HOOKS) /--3/4" QTR. RND. 3/4" QTR. RND. �3/4" FINISHED F'L)'WOOD ( T`I'P.) 1'-4° A CFR 0 5 5ECTION 1/S" =1'-0" (11X17)1/4"=1'-0" (22X34) 1X(o (5 HOOKS) EQ, EQ. _I 77 5A5E TRIM le: IX(o (5 HOOKS) /--3/4" QTR. RND. 3/4" QTR. RND. �3/4" FINISHED F'L)'WOOD ( T`I'P.) 1'-4° A CFR 0 5 5ECTION 1/S" =1'-0" (11X17)1/4"=1'-0" (22X34) MECLANICAL/G;ENEfRAL NOTES 200AMP WP. 1*4/0 ALUM. 5.E,R. BREAKER 200A -MAIN BREAKER � PER roTH ED. 2011 FLA BLD. CODE -RESIDENTIAL 1.) COMPLETE DUCT DESIGN W/ SIZES 4 R -VALUE _ NI INSIDE PANEL F COMPLYING UJ/ THE FLORIDA ENERGY EFFICIENCY METER # 5 RMX TO RNG, CODE FOR BUILDING CONSTRUCTION ro10.1 45C.l - 10/3 TO DRYER � 10/2 TO UJ/H 2.) SUFFICIENT SPACE SHALL 5E PROVIDED ADJACENT TO THE MECHANICAL COMPONENTS TO SECONDARY A/C � A/H T.B.D. A55URE ADEQUATE ACCE55 FOR: FEED BY # 14 FOR LIGHT A) CONSTRUCTION AND SEALING, AND UTILITY CO. AND PWR B) SECTION M1(o01 PER THE FBCR 201"1 &TH ED. INTERIOR PANEL 3.) AIR CONDITIONING SYSTEM SHALL BE COMPLETELY BALANCED. ALL ROOMS ISOLATED - INTERSYSTEM BONDING FROM THE RETURN AIR SHALL BE PROVIDED WITH TERMINATION MEANS TO COMPLY WITH SECTION M1(oO2 OF THE BOND 1*4 BARE COOPER WIRE TO FBCR CODE 201"1 &TH EDITION. FOUNDATION STEEL AS PER 2014 N.E.C. 250.52(3) 4.) IAW NEC 2014- 210.12 -ALL 15A OR 20A, 120V BRANGH CIRCUITS SUPPLYING OUTLETS OR ELECTRICAL; F15ER JIAC-x8,41"1 DEVICE5 IN THE FOLLOWING LOCATIONS REQUIRE NOTE: N.T.S. AFCI PROTECTION- KITCHEN, FAMILY RMS, DINING ELECTRICAL MATERIALS AND INSTALLATIONS SHALL RMS, LIVING RMS, PARLORS, LIBRARIES, COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL BEDROOMS, DENS; CLOSETS, 6UNROOM5, ELEC, CODE 250.52(AX1) TO (60, LOCAL CODES, AND THE LOCAL POWER COMPANY. RECREATION RMS, HALLWAY& OR SIMILAR AREAS 2014 NEC 250.E2 (A)(3) SHALL BE PROTECTED BY A L15TED AFCI DEVICE OF THE COMBINATION TYPE. (3) Concrete -Encased Electrode. A 50 IAW NEC 2014- 406.12, ALL 15A AND 20A, 125V concrete -encased electrode shall consist of at RECEPTACLES SHALL BE LISTED AS TAMPER least 6.0 m (20 ft) of either (1) RESISTANT, or (2): 6.) ALL OUTLETS IN BATHROOMS ANIS LAUNDRY (1) One or more bare or zinc galvanized or other ROOM SHALL BE GFCI electrically conductive coated steel reinforcine bars or rods of 1.) SMOKE ALARMS SHALL BE IN ALL SLEEPING Not less than 13 mm (1/2 in.) in diameter, installed in AREAS, SHALL BE INTERCONNECTED, SHALL BE one continuous 6.0 m (20 ft) length, or if in multiple WITHIN 1' TO 3' OF PEAK 4 SHALL BE 3' FROM THE pieces connected together by the usual steel tie SUPPLY OR RETURN AIR- STREAM 4 EQUIPPED UJ/ wires, exothermic welding, welding, or other effer-th/cs A BATTERY BACKUP. ALARMS MAY NOT BE means to create a 6.0 m (20 ft) or greater lengthi CONNECTED WHERE ALARMS ARE WIRELE55 4 ALL or ALARMS SOUND UPON ACTIVATION IAW FBCR 8314.3 (2) Bare copper conductor not smaller than 4 AJG 4 8314.4, MODELS TO BE U5ED ON TH15 JOB TO BE• t-leta llic components shall be encased by at least BRK- SMOKE -9120B, C/O- SC9120B 50 mm (2 in.) of concrete and shall be located KIDDE: SMOKE -21007581, CIO 21006377-N horizontally within that portion of a concrete foundation or Footing that is in direct contact with S:) ALL WATER HEATERS HAVING AN IGNITION the earth or within vertical Foundations or structural SOURCE TO BE ELEVATED SUCH THAT THE SOURCE components or members that are in direct contact OF IGNITION IS MINIMUM 15" 45OVE GARAGE FLOOR with the earth. If multiple concrete -encased UNLESS WATER HE,4TER IS LISTED AS 1=LAMMA5LE electrodes are present at a building or structure, it VAPOR IGNITION RESISTANT. IA.0 FBCR 2011, 6TH shall be permissible to bond only one into the ED. P2801."1 grounding electrode system. CROP a-101) 9.) ALL EQUIPMENT 4 APPLIANCES, INCLUDING WATER HEATERS HAVING AN IGNITION SOURCE TO BE ELEVATED SUCH THAT THE 50URCE OF IGNITION IS MINIMUM 15" ABOVE GARAGE FLOOR UNLESS IT IS LISTED 45 FLAMMABLE VAPOR IGNITION RESISTANT. IAW FBCR 201"1, 6TH ED. 10.) THE TOTAL LENGTH OF VENTING FOR DRYER TO BE• 5'-0" MAXIMUM 11.) ALL ELECTRICAL WORK TO BE DONE PER NEC 2014 La CTRI ALm L ND 0 SINGLE POLE SWITCH N OUTLET, TV/CABLE THREE LAY SWITCH A OUTLET, PHONE I OUTLET 110-115 EDH INTERCOM :(D OUB". 110-115, SPLIT WIRED ® CHIMES OUT. 110-115, W/ USB 0 SMOKE DETECTOR OUT. 110-115, GLC. MOUNT. - CARBON MONOXIDE ® OUT. 110-115, FLR. MOUNT. EI PUSH BUTTON ® SPCL. PURPOSE 220-240 Q EXHAUST FAN LIGHT FIXT., CLG, MTD. EX. FAN/LIGHT COMBO LIGHT FIXT., WALL MTD. (D DISPOSAL ® LIGHT FIXT., RECESSED III ELECTRICAL PANEL ® LIGHT FIXT., REC. ADJUST. ® ICEILING FAN, PREWIRE LIGHT FIXT., PULL CHAIN ® CEILING FAN, INSTALL X=Ct=3C LIGHT FIXT.,FLUORESCENT[]J ELECT. JUNCTION BOX LIGHT FIXT., EXT. FLOODS ® THERMOSTAT ExIT LIGHT FIXT., EMERG. EXIT ® DISCONNECT SWITCH LIGHT FIXT., EXIT/BACKUP ELEC. POWER METER TO FUTURE \ POOL LT - ---- ----`--------- r--------- -- - - - --- WF 20' i I I GFI 60 AMP \ DED - FUTURE POOL --------- @a ---- II II __ IFI / i l I ................. II PENDANT I I LTS / Q _ I PR WIRE / J I /qP dt I I I I I I I I I I I i I J i I I iT0 I5TiAI R SLI 1 1 I I F 71 CSF I __� 1 t----- ---------`\ - II I I '�----------------N II I I , I I I =_t -- I -I- - 6--1 I 1:X22"A. . III I qP IILI - J I II II II � F I GF I CSF f EERME IIID I I cu. i I AC�DO �I I I II I I I for oco OQ 0 LL � FtEV9SB �® W �a Q.e Q� LU � U �® d QCa U 0 UL IN LL, )� Q W 0 O O® � ® N � � c LU 0-41 r N � 0 3 a �E e � � O ~ � cD ro OL m DATE Q � W � ( 0 SCALE FI5i FL00 ELECTfRICAL PLAN I/8"=1'-0' (llXll) I/4"=I'-O" C22X34J NOTE. SEE FINAL COLOR SHEET FOR TV, FANS 4 PHONE LOCATIONS Q N DRALr JOB U SHEET Ngo � U M CLAN I CAL. /GENE AL NOTE & F=ER &TH ED. 2017 FLA BLD. CODE -RESIDENTIAL I.) COMPLETE DUCT DESIGN UJ/ SIZES 4 R -VALUE COMPLYING W/ THE FLORIDA ENERGY' EFFICIENCY CODE FOR BUILDING CONSTRUCTION 610.1 45C.1 2.) SUFFICIENT SPACE SHALL PE PROVIDED ADJACENT TO THE MECHANICAL COMPONENTS TO ASSURE ADEQUATE ACCESS FOR- A) CONSTRUCTION AND SEALING, AND B) SECTION MI&01 PER THE F5C1R 2017 &TH ED. 3JAIR CONDITIONING 5'''5TEM SHALL BE COMPLETELY BALANCED. ALL ROOMS ISOLATED FROM THE RETURN AIR SHALL BE PROVIDED WITH MEANS TO COMPLY WITH SECTION M1(o02 OF THE FBCR CODE 2011 &TH EDITION. 4.) YAW NEC 2014- 210.12 -ALL 15A OR 20,4,120V BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES IN THE FOLLOWING LOCATIONS REaUIRE AFCI PROTECTION- KITCHEN, FAMILY' RMS, DINING RMS, LIVING RMS, PARLORS, LI5RARIE5, 5EDROOM5, DENS, CLOSETS, SUNROOMS, RECREATION RMS, HALLWA'T'S OR SIMILAR AREAS SHALL 5E PROTECTED SY A LISTED AFCI DEVICE OF THE C0I`15INATION TYPE. 5.) IAW NEC 2014- 40(o.12, ALL 15A AND 20,4,125V RECEPTACLES SHALL 5E LISTED AS TAMPER RESISTANT. ro.) ALL OUTLETS IN BATHROOMS AND LAUNDRY ROOM SHALL BE GFCI 7.) SMOKE ALARMS SHALL SE IN ALL SLEEPING AREAS, SHALL BE INTERCONNECTED, SHALL BE WITHIN P TO 3' OF PEAK 4 SHALL BE 3' FROM THE SUPPLY OR RETURN AIR- STREAM 4 EQUIPPED W/ A BATTERY BACKUP. ALARMS MAY NOT 5E CONNECTED WHERE ALARMSARE WIRELE55 4 ALL ALARMS SOUND UPON ACTIVATION 1AW FBCR 8314.3 4 8314.4, MODEL* TO BE USED ON THIS J05 TO BE: BRK: SMOKE -91208, C/O- SC9120B KIDDE: SMOKE -21007581, C/O 21006377-N S.) ALL WATER HEATERS HAVING AN IGNITION SOURCE TO BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS MINIMUM la" ABOVE GARAGE FLOOR UNLESS WATER HEATER 15 LISTED AS FLAMMABLE VAPOR IGNITION RESISTANT. IAW F5CiR 2017, 6TH ED. P2aOl.-I 9.) ALL EQUIPMENT 4 APPLIANCES, INCLUDING WATER HEATERS HAVING AN IGNITION SOURCE TO BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS MINIMUM 18" ABOVE GARAGE FLOOR UNLESS IT IS LISTED AS FLAMMABLE VAPOR IGNITION RESISTANT. IAW F5CR 2011, &TH ED. 10.) THE TOTAL LENGTH OF VENTING FOR DRYER TO BE: 5'-0" MAXIMUM 11.) ALL ELECTRICAL WORK TO BE DONE PER NEC 2014 200AMP Wf=, #4/0 ALUM. S.E.R. BREAKEIR 200A -MAIN BiREAKEiR NI INSIDE PANEL METER # S RMX TO RNG. # 10/3 TO DRYER 10/2 TO W/H SECONDARY ,4/C 4 A/H T.B.D. FEED 5'T' 14 FOR L IGHT UTILITY CO. AND Pl1JR INTERIOR PANEL INTERSYSTEM BONDING. TERMINATION BOND #4 BARE COOPER WIRE TO FOUNDATION STEEL AS PEIR 2014 N.E.C. 250.52(3) ELECTRICAL RI5ER DIAGRAM NOTE: N.T.S. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY UJ/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE 250.52(4)(1) TO (0), LOCAL CODES, AND THE LOCAL POWER COMPANY. 2014 NEC 2E�0.r7,2 (A)(3) (3) Concrete -Encased Electrode. A concrete -encased electrode shall consist of at least &.0 m (20 ft) of either (i) or (2): (1) One or more bare or zinc galvanized or other electrically conductive coated steel reinforcing bars or rods of Not less than 13 mm (1/2 in,) in diameter, installed in one continuous (o.0 m (20 ft) length, or if in multiple pieces connected together by the usual steel tie wires, exothermic welding, welding, or other effective means to create a 6.0 m (20 ft) or greater length± or (2) Bare copper conductor not smaller than 4 AWG Metallic components shall be encased by at least 50 mm (2 in.) of concrete and shall be located horizontally within that portion of a concrete foundation or footing that is in direct contact with the earth or within vertical foundations or structural components or members that are in direct contact with the earth. If multiple concrete -encased electrodes are present at a building or structure, it shall be permissible to bond only one into the grounding electrode system. CROP 5--107) Ufi FEFR F-LCCF,-, ELECTFZCAL FLAN CIIXI"I) I/4"=I'_0" (22X34) NOTE: SEE FINAL COLOR SHEET FOR TV, FANS 4 PHONE LOCATIONS Q) W ®Q) W�Q) 0� Q 0� no IL O LL Q) 6- -0 Z3 Q)x � RT _ Q� W C� Q u � N �0 lu w , 0 ®p Q) o 10 � N _Q M U- W F- �C LU 0 O w E �� Q Q Ali Q) O W N ® W Q N i U � n, lGn , � fL ELECT f CAL_ L4ND $ SINGLE POLE SWITCH H OUTLET, TV/CABLE $ THREE WAY SWITCH OUTLET, PHONE OUTLET 110-115 INTERCOM mg OUT. 110-115, SPLIT WIRED ® CHIMES OUT. 110-115, UJ/ U55 D SMOKE DETECTOR $ OUT. 110-115, CLG. MOUNT. FC -9 CARBON MONOXIDE OUT. 110-115, FLR. MOUNT. B PUSH SUTTON 0 5PCL. PURPOSE 220-240 EXHAUST FAN LIGHT FIXT., CI -G. MTD, EX. FAN/LIGHT COMBO 7$7 LIGHT FIXT., WALL MTD, a DISPOSAL ® LIGHT FIXT., RECE55ED ® ELECTRICAL PANEL ® LIGHT FIXT., REC. ADJUST. ® CEILING FAN, PREWIRE LIGHT FIXT., PILL CHAIN Q CEILING FAN, INSTALL =0==C LIGHT FIXT.,FLUORESCENT ELECT. JUNCTION BOX 6c�, LIGHT FIXT., EXT, FLOODS 112-0 THERMOSTAT Ex1T LIGHT FIXT., EMERG. EXIT ® DISCONNECT SWITCH LIGHT FIXT., EXIT/BACKUP ELEC. POWER METER 200AMP Wf=, #4/0 ALUM. S.E.R. BREAKEIR 200A -MAIN BiREAKEiR NI INSIDE PANEL METER # S RMX TO RNG. # 10/3 TO DRYER 10/2 TO W/H SECONDARY ,4/C 4 A/H T.B.D. FEED 5'T' 14 FOR L IGHT UTILITY CO. AND Pl1JR INTERIOR PANEL INTERSYSTEM BONDING. TERMINATION BOND #4 BARE COOPER WIRE TO FOUNDATION STEEL AS PEIR 2014 N.E.C. 250.52(3) ELECTRICAL RI5ER DIAGRAM NOTE: N.T.S. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY UJ/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE 250.52(4)(1) TO (0), LOCAL CODES, AND THE LOCAL POWER COMPANY. 2014 NEC 2E�0.r7,2 (A)(3) (3) Concrete -Encased Electrode. A concrete -encased electrode shall consist of at least &.0 m (20 ft) of either (i) or (2): (1) One or more bare or zinc galvanized or other electrically conductive coated steel reinforcing bars or rods of Not less than 13 mm (1/2 in,) in diameter, installed in one continuous (o.0 m (20 ft) length, or if in multiple pieces connected together by the usual steel tie wires, exothermic welding, welding, or other effective means to create a 6.0 m (20 ft) or greater length± or (2) Bare copper conductor not smaller than 4 AWG Metallic components shall be encased by at least 50 mm (2 in.) of concrete and shall be located horizontally within that portion of a concrete foundation or footing that is in direct contact with the earth or within vertical foundations or structural components or members that are in direct contact with the earth. If multiple concrete -encased electrodes are present at a building or structure, it shall be permissible to bond only one into the grounding electrode system. CROP 5--107) Ufi FEFR F-LCCF,-, ELECTFZCAL FLAN CIIXI"I) I/4"=I'_0" (22X34) NOTE: SEE FINAL COLOR SHEET FOR TV, FANS 4 PHONE LOCATIONS Q) W ®Q) W�Q) 0� Q 0� no IL O LL Q) 6- -0 Z3 Q)x � RT _ Q� W C� Q u � N �0 lu w , 0 ®p Q) o 10 � N _Q M U- W F- �C LU 0 O w E �� Q Q Ali Q) O W N ® W Q N i U � n, lGn , � fL ,L' 11 11I111R III ;L D5L. 2X TOP PLATE 45 EA, PLT. TO CRIPPLE TO HDR. 72X CRIPPLES ' 16" O.C. "0 ANCHOR BOLT W/ 2" ; WASHER- 's 32" O.C. MAX �. 'LL � MINIMUM 7 EMBED_ L , rr--, TA f L (BRG. UJ/ UPL.«T) 1/2"-1'-O" (11X1 -I) 1"=1'-0 122X30 NCTES 1. TYPICAL ROOF GABLE OVERHANG TO BE 12" UNLESS OTHERWISE NOTED. 2. TYPICAL ROOF EAVE5 OVERHANG TO BE 12" UNLESS OTHERWISE NOTED. 3. PROVIDE AND INSTALL FLASHING AND ROOFING AS PER NATIONAL ROOFING AND SHEET METAL 4550C. STANDARDS AND/ OR ACCEPTABLE INDU5TRY PRACTICE AND IN ACCORDANCE WITH THE (oTH EDITION (201-1) FLORIDA RESIDENTIAL CODE. 4. ALL ROOF TRUSSES, GIRDERS, 5EAM5, HEADERS, ETC. TO BE SIZED BY TRUSS MANUFACTURER OR FL. REG. ENG. 5, TRU65E5 SHALL BE BRACED TO PRE - VENT ROTATION 4 PROVIDE LATERAD 5T,451LITY IN ACCORDANCE WITH THE REaUIREMENT5 5PECIFIED IN THE CON5TRUCTION DOCUMENTS FOR BUILDING 4 ON THE INDIVIDUAL TRU55 DE51GN DRAWINGS. IN THE ABSENCE OF 5PECIFIC BRACING REQUIREMENT5, TRU65E5 5HALL BE BRACED IN ACCORDANCE WITH TPI/WTCA 5C51 1. (o. REFER TO TRUSS MANUFACTURER'S DRAWINGS FOR TRU55 PLACEMENT 4 TRU55 TO TiRU55 CONNECTIONS. 1. SHINGLE ROOF: UNDERLAYMENT TO BE INSTALLED IAW FBGR 2017, (oTH EDITION R905.2.3. FIfRST FLOOFR TRUSS LA�'OUT IlAll CI1XIl) 1/4"=1'-O" (22X34) co 0� lug u � WQQ) 0� o� u- -� 6 [j)a Q)4 �s 3: I ,E 13 N -O 0 w � v z Q O ®® Q ) �o LU uQ) 3� o 00 Q w 0� � uo 1111 11�� E Q Q 7 + T) Wz w z w �o Q U � o �n U R S BY 12--09-14 RD C p cm PZ� (.14 w m CL � p0 Cy ca Q) V) ui0 EA. 5TUp 0 Q U) 81 TO TOP 0 a UL U) ccu- PLATE 0 [ z W roLw 2 2X8 HEADER W/ 1/2' DATE 03-21-12 SCALE AS NOTED DR14 N RDC J05 2512 SHEET 11A OF SHEETS PLi'WD. FLITCH PLATE (SPAN UP TO (o') U.N.O. 2 2X12 HEADER W/ 1/2" PL'1'WD. FLITCH PLT. (5PAN5 G ' TO 12') U.N.O.. 'a EA. HEADER (:45 TO HDR. 5TUD5 DBL, 2X FULL LENGTH STUDS DBL. 2X HEADER 5TUD5 ( SGL. HDR, STUD FOR SPAN (o' OR LESS, U.N.O. ) 2X STUDS m 16" O.C. — 2X P.T. SOLE PLAT S1 EA, 5TUD TO 50LE PLATE "0 ANCHOR BOLT W/ 2" ; WASHER- 's 32" O.C. MAX �. 'LL � MINIMUM 7 EMBED_ L , rr--, TA f L (BRG. UJ/ UPL.«T) 1/2"-1'-O" (11X1 -I) 1"=1'-0 122X30 NCTES 1. TYPICAL ROOF GABLE OVERHANG TO BE 12" UNLESS OTHERWISE NOTED. 2. TYPICAL ROOF EAVE5 OVERHANG TO BE 12" UNLESS OTHERWISE NOTED. 3. PROVIDE AND INSTALL FLASHING AND ROOFING AS PER NATIONAL ROOFING AND SHEET METAL 4550C. STANDARDS AND/ OR ACCEPTABLE INDU5TRY PRACTICE AND IN ACCORDANCE WITH THE (oTH EDITION (201-1) FLORIDA RESIDENTIAL CODE. 4. ALL ROOF TRUSSES, GIRDERS, 5EAM5, HEADERS, ETC. TO BE SIZED BY TRUSS MANUFACTURER OR FL. REG. ENG. 5, TRU65E5 SHALL BE BRACED TO PRE - VENT ROTATION 4 PROVIDE LATERAD 5T,451LITY IN ACCORDANCE WITH THE REaUIREMENT5 5PECIFIED IN THE CON5TRUCTION DOCUMENTS FOR BUILDING 4 ON THE INDIVIDUAL TRU55 DE51GN DRAWINGS. IN THE ABSENCE OF 5PECIFIC BRACING REQUIREMENT5, TRU65E5 5HALL BE BRACED IN ACCORDANCE WITH TPI/WTCA 5C51 1. (o. REFER TO TRUSS MANUFACTURER'S DRAWINGS FOR TRU55 PLACEMENT 4 TRU55 TO TiRU55 CONNECTIONS. 1. SHINGLE ROOF: UNDERLAYMENT TO BE INSTALLED IAW FBGR 2017, (oTH EDITION R905.2.3. FIfRST FLOOFR TRUSS LA�'OUT IlAll CI1XIl) 1/4"=1'-O" (22X34) co 0� lug u � WQQ) 0� o� u- -� 6 [j)a Q)4 �s 3: I ,E 13 N -O 0 w � v z Q O ®® Q ) �o LU uQ) 3� o 00 Q w 0� � uo 1111 11�� E Q Q 7 + T) Wz w z w �o Q U � o �n U R S BY 12--09-14 RD C p cm PZ� (.14 w m CL � p0 Cy ca Q) V) ui0 D 0 Q U) 0 a UL U) ccu- 0 [ z W roLw DATE 03-21-12 SCALE AS NOTED DR14 N RDC J05 2512 SHEET 11A OF SHEETS i: I'll,L]LE-11 jl ATTIC VENTILATION CALCULATIONS PER F5C,2011 &TH EDITION RaO(o- MIN. 40% - MAX 50% OF REQUIRED VENTILATION TO 5E IN UPPER PORTION OF ATTIC, SPACE AND THE 5ALANGE TO 5E IN LOWER PORTION (EAVES). THE MINIMUM NET VENTILATION AREA SHALL BE 1/300 OF VENTED SPACE: TOTAL VENTED SPACE: 2189 S.F. = 7.30S.F. NET FREE VENT. 300 REQUIRED Uf=f=EfR PORTION VENTILATION TOTAL, ------- 3.648.F. PROVIDED W/OFF RIDGE VENTS; 4 VENTS 'a .978.F. /VENT. (VENT T*T'FE- LOMANCO MODEL OR MILLENNIUM METAL LOWER PORTION VENTILATION TOTAL: ------- 6.96S.F. PROVIDED W1 VENTILATED SOFFITS s EAVE:-- ( 80 L.F. e 0.087S.F. VENTING f=Ei;R LF,) UPPER PORTION PERCENTAGE: 50% LOWER PORTION PERCENTAGE, 50% NOTE5 1. TTf=[CAL ROOF G45LE OVERHANG TO 5E 12" UNLESS OTHERWISE NOTED. 2, TTf=IC,,4L ROOF EAVES OVERHANG TO 5E 1211UNLESS OTHERWISE NOTE[:). 3. PROVIDE AND INSTALL FLASHING AND ROOFING AS PER NATIONAL ROOFING AND SHEET METAL ASSOC. STANDARDS AND/ OR ACCEPT45LE INDU5TR'T' PRACTICE AND IN ACCORDANCE WITH THE &TH EDITION (2011) FLORIDA RESIDENTIAL CODE. 4. ALL ROOF TRUSSES, GIRDERS, BEAMS, HEADERS, ETC. TO 5E SIZED 5,' TRUSS MANUFACTURER OR FL. REG;. ENG;. 5. TRUSSES SHALL 5E 5RACED TO PRE- VENT ROTATION 4 PROVIDE LATERAL 5TA5ILiT**l` IN ACCORDANCE WITH THE REQUIREMENTS SPECIFIED IN THE CONSTRUCTION DOCUMENTS FOR 5UILDING 4 ON THE INDIVIDUAL TRU56 DESIGN DRAWINGS. IN THE 455ENCE OF SPECIFIC BRACING REQUIREMENTS, TRUSSES SHALL 5E BRACED IN ACCORE)ANCE WITH TF=I/WTC;A 5C51 1. (o, REFER TO TRUSS MANUFACTURER'S DRAWINGS FOR TRUSS PLACEMENT 4 TRUSS TO TRUSS CONNECT IONS. 1. SHINGLE ROOF: UNDERLA"rMENT TO 5E INSTALLED IAW F5CIR 2017, STN EDITION R905:2.3.UFFf=L00fR TF�U&5 �oUT�r''All 1/011=1'-O" NIXII) 1/4"=I' -O" (22X34) 00 F= Q) a Q) I- Q) "00 Q) 'o u Q) jr Q) Q) M O)S) c - Q) 0> Q) Q) S-- 10 s) Q) Q) Q) Q) s - Q) T OL IL O ROOF D E GK I NG - 24" D.C. (IF APDL IE5) FRE -ENG. WD. FLOOR FOLLOW DETAIL W2/D4PRE-ENG. GIRDER � � 4" (IF AS) FOR TOP OF WALL TRUSS 2O.C. PPLfE (2) � TRUSS TO _ 2X T �LA TDBL OP E 41 D PLATE TO BEAM BL. 2X TOP PLATEA E D PLT: TO GRIPP E TO HR. 2X CRIPPLES lb" O.G. (2) 12d'5 e BTTM. PLT. DBL. 2X TOP PLATE TO EACH TRU55 2X4 BLOCKING W/ 2 -126 Aa 10 " O.G. PRE -ENG, UJD, GIRDER TRUSS STRUCTURAL SHEATHING 3x4'1 PL1'UJD. SUB-FLR. ATTACHED PER NAILING SCHEDULE- SEE DETAIL 1/D5 4F5 >< �XX ADD (:Q EA. STUD IF 1/D5 IS OT FOLLOWED PRE -ENG. BUD. (OR ONE 'a GANG STUD5) TRUSSES HANGER BT' TRUSS E TA L MANUFACTURER (11X11) 1"=1'-0" (22X34) FOLLOW DETAIL W2/D4 ROOF DECKING FOR TOP OF WALL (2) 126'5 e BTTM. PLT. TO EACH TRU-56 ce FRE-ENG. WD. GIRDER,—\\2X4 BLOCKING W/ 2 -126 � TRU55 1� " O.C. T I E 3/4" PL T WD. SUB-FLR. COLUMN EA. STUD 2X8 HEADER W/ 1/2' PL1'UJD. FLITCH PLATE S1 (SPAN UP TO (a') U.N.O_ TO TOP 2 2X12 HEADER UJ/ 1�2 " PL''WD. FLITCH PLT. 2 2X(o DEADER UJ/ 1/2 ANS (o' TO 12') U.N.D. PLATE 45 e BEAM TO EA. JACK STUD PLY�JD. FLITCH PLATE L2 DBL. 2X JACK STUD5 DBL. 2X FULL LENGTH STUD5 (SPAN UP TO ro') U.N.O. S 2 2X8 4 -LEADER UJ/ TO 2X12 DEADER UJ/ 1/211 BEAM PLYWD. FLITCH PLATE ----TT--- ITPRE-ENG. WOOD --7T --- IT TRU55E5 a 24"0.STRUCTURAL 5HEATHINGI I I l ---�;TI-----TT EA. STUD TO ED PERNAi INC SOLE PLATE SCHEDULE- 5EE DETAIL _---J_----II--��-- I -I Li- - - - -1 1 HANGER BY TRUSS "0 ANCHOR BOLT UJ/ 2 'i2 "0 ANCHOR BOLT W/ 2" WASHER- e 32 O.G. MAX � I �; WAeHER- w 32" O.C. MAX , 1L MINIMUM I" EMBED, ' L I L MINIMUM 7" EMBED. 'LL L_7 L _7 L.7 L.7 I�=: 7 A MANUFACTURER( �BRG. LU/� LP'L= I� T I C / 9 2 � BRC. UJ uP'� ITS 5 T�� 1 QJ41/211=V-0" (11X1-0 V=I' -0` (22X34) 1/2"=1'-0" 111X1-1) 1"=1'-0" (22X34) 14 1/2°=1'-0" (11X17) 1"=1'-O" (22X34) 1/2"=1'-O" (11X11) 1"=1'-0" (22X34) PRE - ENG. G I RD E R FRE -ENG. G I RD R TRU55 TRUSS CABINET FACE TO MATCH CABINET DOOR PER 15"X18" CABINET DOOR ------------- DBL. TOP PLT. 31 EA, STUDzs 3-I (2) Q STUD TO TO TRUSS TRUSS PRE -ENG. WD. FLOOR TRUSSES a 24" O.C. 1" METAL FLANGE DBL. 2X TOP OF METAL CHUTE PLATE — 2X'5 e 1�" O.G. (3) 2x4 BUILT-UP 19, mko STUD COL MID -WALL B OCiGING METAL LAUNDR'T' I sauaR I-- (3) 2x4 BUILT-UP CHUTE STUD COL P05T CONTINUOUS 43 EA. STUD TO TO TIE BEAM OR SOLE PLATE ADD SOLID 5LKG. UNDER P05T 3/4" PLYUJD. 5U 3-FLR. 3/4" PLTWOOD 1,2 "0 ANCHOR BOLT UJ/ 2" 3/4" PL'T WOOD SUB -FLOOR W,45HER- e 32' O.C. MAX gg COLUMN TO 5U5 -FLOOR MINIMUM -1 EMBED. TIE BEAM PRE - ENG. FLOOR x >< 2X P.T. SOLE SYSTEM e 24" D.C. PLATE _TI -----IT----- ,� Tr----�--__i-�__-- II D p o,l o I I I I II�i `... II II II,I II II II ° CONG. SLK. I I I��I PRE -ENG. LVL OR GIRDER OR HEADER WALL - I" FLANGE ON CHUTE I.UD. TRIM REINFORCED LONG. FTG. - SEE FOUNDATION PLAN LAUNDF,-�- CHUTE T,41r��E:)ETAL �LfRCOLUMN � UMINC� T fr3--�f T UNDER L N 1/211= 1'-0" (11X1-') 1,1= 1'-0" (22"x34") 1/2"=1'-0" (11X17) I"=1'-0" (22X34) 14 )1/211=1'-O" (11XII) 1"=1'-0" (22x34) 14 1/2°=1'-0" (11x1-1) 1"=1'-O" (22X34) cjE v� 0� Q) 0 ,S)® ,T L Ct- cS '7(3 �N P(j L Q.) N D7S N q Lu fu ii Q) I- �� w N d s� 4 -)DL z Z� w Q L N 41JZ Q o ®® CAZ L Q � � (Y- QD o w L 41 3015 o ®° 0 w QED V w w L z a Q o �� w \/u Lu O 0 Q � C, N U � o EA. STUD S1 TO TOP 2 2X(o DEADER UJ/ 1/2 PLATE PLY�JD. FLITCH PLATE L2 (SPAN UP TO ro') U.N.O. 2 2X8 4 -LEADER UJ/ 2X12 DEADER UJ/ 1/211 PLYWD. FLITCH PLATE PLYWD. FLITCH PLT (SPAN UP TO ro) U.N.O. (SPANS (o' TO 12') U.N.O. 2 2X12 HEADER UJ/ 112" PLYWC). FLITCH PLT. (SPANS ro' TO 129 U.N.O. DBL. 2X FULL LENGTH STUDS ( 5GL. FULL � E,4. HEADER LENGHT STUD FOR SPAN 45 )TO HDR. STUDS ro' OR LE55, U.N.O.) DBL. 2X HEADER DBL. 2X FULL LENGTH STUDS ( SGL- NDR, STUD5 STUD FOR SPAN (2 OR LE55, U.N.O.) DBL. 2X HEADER STUD5 ( 5GL. HDA?, STUD FOR SPAN (o'ZX STUDS 16" O.C. OR LE55, U.N.O. ) 2X STUDS a 1(o" O.C. 2X P.T. SOLE PLATE 2X P T SOLE PLAT ----TT--- ITPRE-ENG. WOOD --7T --- IT TRU55E5 a 24"0.STRUCTURAL 5HEATHINGI I I l ---�;TI-----TT EA. STUD TO ED PERNAi INC SOLE PLATE SCHEDULE- 5EE DETAIL _---J_----II--��-- I -I Li- - - - -1 1 HANGER BY TRUSS "0 ANCHOR BOLT UJ/ 2 'i2 "0 ANCHOR BOLT W/ 2" WASHER- e 32 O.G. MAX � I �; WAeHER- w 32" O.C. MAX , 1L MINIMUM I" EMBED, ' L I L MINIMUM 7" EMBED. 'LL L_7 L _7 L.7 L.7 I�=: 7 A MANUFACTURER( �BRG. LU/� LP'L= I� T I C / 9 2 � BRC. UJ uP'� ITS 5 T�� 1 QJ41/211=V-0" (11X1-0 V=I' -0` (22X34) 1/2"=1'-0" 111X1-1) 1"=1'-0" (22X34) 14 1/2°=1'-0" (11X17) 1"=1'-O" (22X34) 1/2"=1'-O" (11X11) 1"=1'-0" (22X34) PRE - ENG. G I RD E R FRE -ENG. G I RD R TRU55 TRUSS CABINET FACE TO MATCH CABINET DOOR PER 15"X18" CABINET DOOR ------------- DBL. TOP PLT. 31 EA, STUDzs 3-I (2) Q STUD TO TO TRUSS TRUSS PRE -ENG. WD. FLOOR TRUSSES a 24" O.C. 1" METAL FLANGE DBL. 2X TOP OF METAL CHUTE PLATE — 2X'5 e 1�" O.G. (3) 2x4 BUILT-UP 19, mko STUD COL MID -WALL B OCiGING METAL LAUNDR'T' I sauaR I-- (3) 2x4 BUILT-UP CHUTE STUD COL P05T CONTINUOUS 43 EA. STUD TO TO TIE BEAM OR SOLE PLATE ADD SOLID 5LKG. UNDER P05T 3/4" PLYUJD. 5U 3-FLR. 3/4" PLTWOOD 1,2 "0 ANCHOR BOLT UJ/ 2" 3/4" PL'T WOOD SUB -FLOOR W,45HER- e 32' O.C. MAX gg COLUMN TO 5U5 -FLOOR MINIMUM -1 EMBED. TIE BEAM PRE - ENG. FLOOR x >< 2X P.T. SOLE SYSTEM e 24" D.C. PLATE _TI -----IT----- ,� Tr----�--__i-�__-- II D p o,l o I I I I II�i `... II II II,I II II II ° CONG. SLK. I I I��I PRE -ENG. LVL OR GIRDER OR HEADER WALL - I" FLANGE ON CHUTE I.UD. TRIM REINFORCED LONG. FTG. - SEE FOUNDATION PLAN LAUNDF,-�- CHUTE T,41r��E:)ETAL �LfRCOLUMN � UMINC� T fr3--�f T UNDER L N 1/211= 1'-0" (11X1-') 1,1= 1'-0" (22"x34") 1/2"=1'-0" (11X17) I"=1'-0" (22X34) 14 )1/211=1'-O" (11XII) 1"=1'-0" (22x34) 14 1/2°=1'-0" (11x1-1) 1"=1'-O" (22X34) cjE v� 0� Q) 0 ,S)® ,T L Ct- cS '7(3 �N P(j L Q.) N D7S N q Lu fu ii Q) I- �� w N d s� 4 -)DL z Z� w Q L N 41JZ Q o ®® CAZ L Q � � (Y- QD o w L 41 3015 o ®° 0 w QED V w w L z a Q o �� w \/u Lu O 0 Q � C, N U � o 2X8 J015T5 'a 1(" O.C. MAX. 2X12 TREADS - CUT TO FIT 1X8 SKIRT 5D. , 2X8 LEDGER- ATTACH TO STUDS W/ , (2) 126 's EACH STUD 111 � 1 181 JOISTS TO LEDGER ---- 2X'6 e I(o" O.C. MAX 1/2 " PL T WD. BLOCKING ADD 2X4 VERTICAL& e AS REQUiR.ED 5�T' MUNICIPALITT'- TO 5E 2X12 STRINGER5 PLACED DIRECTLi' UNDER LEDGER DATA: TOTAL RISE: 10'-8 3/4° (17 R16ERS 19/1(o" EA.) TOTAL RUN: 131-411 (ir TREADS a 10" EA.) 7�F. STAftR CONNECT, STATfR IDETAL 3/411= P-0" (11X1`1) 11/2"= P-0" (22"X3411) PLATFORM FRAMING }5 3/41i= 1'-0" (11X`1) 11/211= 1'-0" (22"X34") STAIR DATA 1 1/4"-2" MAX 1 l/2" 3/4" PLWD. 5U5 -FLOOR CONTINUOUS HANDRAIL IAUJ (oTH SECT ION -F5CR(20I1)- R311, INSTALL 34"-38" 45V, PRE -ENG, FLOOR TRU65E6 TREAD NOSING 24" O.G. MAX. Z N � 5ALUSTRADE HANDRAIL BRAGKET AT MAX- SELECTED 5`7' OTHERS -SEE MANUFACT. RECOMMENDATIONS FOR ATTACHMENT X SOLID 2X4 WOOD BLOCKING c0 AT EACH 5RACKET " 2X4 LEDGER IN 5ETWEEN STRINGERS- ATTACH TO FLR, T'T'FICAL INTERIOR WALL TRU55 UJ/ 126 NAILS e (01, O.C. CONSTRUCTION 4 (2)126 0 EA, END OF LEDGER TOE -NAILED TO STRINGER � AN ED FRAL ID t= T,-r2--N� 7zr F, 5TAfFR CCNU t C T, 3/411= 1'-0" (iiXiI) 11/2"= P-0" (22"X34") 3/411=1'-O" (11X1-1) 11/2"=i'-0 (22"X34") STRINGER TO FLOOR TRUSS NOTES: 5TA I RUJ14'i' CONSTRUCTION TO CONFORM TO F5CR 2011, &TH EDITION SECTION R311.1 MAX. HGT, OF RISER TO 5E -73/411 1- .- MIN. WIDTH OF TREAD TO 5E 9"(EXCLU6IVE OF NOSING) ALL TREADS LESS THAN 10" iN WIDTH SHALL HAVE AFFROX, I" OF N06ING 3/10 MAX. V4RiATION IN R16ER5/TREAD5 ADJACENT TO EACH OTHER 3/811 MAX. VARIATION IN ANI' RI5ER/TREAD HAND RAiL CIRCULAR CROSS SECTION DIA, 2X4 P.T. IN SETUJEEN STRINGERS- ATTACH TO TO 5E 1 1/4" 2 OR TO PROVIDE EQUIVALENT 5LA5 UJ/ 126 CUT NAiLS a (o" O.C. AND (2) 126 GRASPA5IL ITT . EACH END OF 2X4 TOE NAILED TO STRINGER WINDERS. MIN. (o" WIDE e NARROW END 34"MiN.-38"MAX., HANDRAIL HGT, STAIF;i� C;/�-NNECT, HEADROOM CLEARANCE MIN, � -all L") �15 3/411= P-0" (11XII) 11211_ 11-011 (22"X34") 6TRINr-;zER TO FLOOR CONNECTOR SCHEDULE CONNECT, SMPSON MSP MAX, LAT. LF -)5. TYPE DESGI�IPTf ON FASTENERS PER CONNECTOR DESCRIPTION FASTENERS PER CONNECTOR UPLIFT FI / F2 4 HETA20 14-106 x 11/2" ETA20 14-106 1,810 &5 / 9(o0 5 DETAL20 18-10c1 x 11/2" N/A N/A 2,480 2000/1310 20 H3 RFT: 4-86 / PLT: 4 -Sod RT3 RFT: 4-8d / PLT: 4-8d 455 125 / 160 21 H1 R.FT:(o-8dx11/2 "/PLT:4-ad RT15 RFT:5-8dx11/2 " /FL T:5-Sd 415 485 / 1ro5 22 H1014 RFT: (9)106 x 1 1/2 RTi(o RFT: 8-8d x_11/2 990 585/525 PLT: (9)106 x 1 1/2 PLT: 8-Sd 23 LU52(o HDR: 4-lOd/J5T: 4-i0d JU52(o HDR: 4-1Od/J5T: 4-10d 935 N/A 24 H -1z RFT / TR5: (4)86 RT20 RFT / TRS: 9-10c1 985 400 / N/A PLT / 5TD: (2)8dX 1 1/2" (8)SD PLT / STD: 13-106 2 r H2,514 RFT:5-8d / PLT: 5 -8d RTI RFT:5-86 / PLT: 5-8d 415 150 / 150 34 1434 H:4-8olxi1/2 "/P:4-8dxIl/2'I MP34 H:4-8 6x11/2 "/P:4 -801x11/2" 365 280 / 303 35 1435F H:4-Sdxl1/2"/P:4-86x11/2" MPA1F 46-06x11/2 440 440 / N/A 31 MT512 14-106 MTW12 14-10d 1,000 N/A 38 MT51( 14-10d MTWI(o 14 -10d 1,000 N/A 43 L5TA12 10-106 L5TA12 10-1001 1305 N/A 45 5T18 14-i66 5T18 14-1(o6 1,200 N/A 41 L5TA24 18-10d L6TA24 18-106 1,295 N/A I 1 M5TA3(o 2ro - lOd M5TA3(o 26.1001 2,135 N/A 12 M5TCro(o (o4-1&6 SINKERS N/A N/A 5,4135 N/A -19 5Pi STD: -1001 / PLT:4-10d 5f=T22 STD:4-106 / FLT -4-106 535 5&0 / 260. 80 5P2 5TD:ro-106 / PLT:& -10d 5PT224 5TD:ro-10d / PLT:6-10d roO5 5((oO / 2&0 81 6PH4,ro,8 12-106 x 11/2" TP4,(o, 48 12-10d x 11/2 " 885 N/A 90 ABU(oh 12-1(od f=,4U(o& 12-1(o6 2,240 N/A 89 C,5(0(C> (2) Na" 5OLT5 PA8X8 4-10d 2,300 985 92 45U44 12 - l(od PAU44 12 -1(od 2,200 N/A 93 AGro (MAX) 28-1(od P55(06 24-1(o'd 1,815 1,010 94 AC4 (MAX) P5544 24-1(o6 1,815 1,010 135 HT620 20-10d HTW20 20-106 1,450 N/A 9& HDSA SiLL: l/8" BOLT HHD8A SILL: '/S" BOLT -1910 N/A STUD:(3) 1/8"X51/2" 5OLT5 STUD:(3) `T/a"X51/21 5OLT5 99 1435 H:4-8dxi1/2 "/P:4-0dxll/2 ° MP41 H:ro-8dxl112 "/P:8dx11/2" 440 440 / N/A 98-101 HTT4 rl/a" 5OLT/ 18-1rodX21/2" N/A N/A 3,640 N/A 91-100-102 HTT5 N/a" 5OLT/ 2&-10d N/A N/A 4,215 N/A 103 VGTR/L 32-5D61/4 "X3"/(2) N/$11 BLT N/A N/A 3,990 N/A 104 HDU8.5D62.5 I/8" 5LT/20-SD5 1/4"x21/2" N/A N/A 5,020 N/A 110 HCfi 2 12-10d x 11/2 " HHCP2 20-10d x 11/211 520 2&0 / N/A 16-1 HHU54(o H:14-i(od/J:(o-1(od THD4(o H:8-18d/J:12-106 1,550 N/A 1ro8 U4(0 H:8-10d/J:4-10d 5UH46 H:B-i(od/J:4-1(od 710 N/A 181 HUS2& 20-i(od THD2�o 420.1(od/J:10-10d 1,550 N/A 184 HHU528-2 G:28- l&d / T:8- lid EHUH28-2 12 -1(od 2,000 N/A 214 HUC212 - 3TF D:fro-3/1(o"X11/2 " TAPCO 5M: 6 -1(od HDO212 -3 HD:18-3/1� 2 " TAPCON 5M: & -106 1,135 N/A 215 HGU6210-2 HDR:4(o-lhd/JST:10-1(od EHUH210-2 HDR:40-i(od/JST:i&-10d 2,120 N/A 216 HU5412 5LOCK: 10-1/4"X11/2" TC JOIST : 10-1(o6 HU5412 BLOCK: 10-1/4"X1/2" TG JOIST : 10 -trod 3,240 N/4 217 HU5212 -2 5LOGK: 10-1/4"X11/2" TC JOIST : 10-1(od HU5212 -2 BLOCK: 10-1/4 11X11/2 " TC J015T : 10-1rod 2,(o30 N/A 219 MSHA412 H,I-ATR-/4X8 TOP4FACE NFM35X12U H. -I-1/2" J-50LT 3,145 N/A JOIST: 18-1Od J:5-1/211 POLT5 220 N/A N/A NFM 3X12 5LK: 1/2 "0 J /JST:14-10d 1,(220 N/A 22(o M5HA4.-15/12 HDR : (2) 3/4"0 x 8" JOIST : 18-10d NFM45U HDR : MIN. 1/2"0 11J11 5OLT JOIST : (5) 1/2 "0 5OLT5 2,160 N/A 231 M5H143.5(0/16 HDR : (2) 3/410 x 8" JOIST : 18-10d NFM3.5Xi�oU HDR :MIN. 1/2 `0xJ-5OLT5 JOIST : (5) 1/2 "0 5OLT5 3 450 N/A 232 M5H,45,50/1ro HDR . (2) 3/4"0 x 811 JOIST : 18-10d NFM5.5X1(oU HDR :MIN. 1/2 "OxJ-50LTS JOiST : (5) 1/2 "0 5OLT5 3,450 N/A 240 H15 :4-1060/2 "/P:4 -1060/2 N/4 N/A 1,300 480 / N/A 241 LGT2 30- l(od -Sinker LUGT2 32-106 2000. 1015 / 440 301 MGT (1) 3/4"5LT5./COIR: 22-10d N/A N/A 3,9(o5 N/A 302 NGT -2 or 3 LTL:3/4"SLiS./COIR: 8-106 U5C�3 LTL:3/4"5LT5,/COIR: 8 -lid X485 N/A 303 HGT-4 LTL:3/4"5LT5./GIR: 1(o -10d N/A N/.A 9,250 N/A 401 SUR/L414 FACE:18-1(od/J5T:8-i(od N/A N/A 1,100 N/A T CONNECTORS TO BE SPECIFIED AND PROVIDED 5'1' TRU55 MANUFACTURERS ,Q W Q)Q) Oro Q 6�D ORL0 OQ Vu VuQ c 3 00 u� I- x Q) �s V4- N � � N Lu Q)L u Q z �Q Lu 13 Lu o � 0 00 o Q)� m � -c 0 4� o 0 -� r � � z Q ®>w up u Il l Q9 a z -c Q Q ruul Q) Q Lu �0 do Q � N N F- U II n o RAIL ALES O.G. 2X12 OVER TOP OF LVL ,15FLOOK- NO 1 'a 5ALCON'T' GICK PLATE JD. TRIM �e12"O.C. AIL TO LEDGER IN FRAMING -EDGER- ATTACH TO LVL ;1'5 6 (o" O.C. STAGGERED BLOCKING X12" O.G. 7E�34 CCNU [DETAI 1/211- 1'-0" (11X1-0 1"= 1'-O" (22"X34") 5EE ELEV,4TION 22 EA. TRU55 81 STUD TO PLATE CONNECTION ' EA.--- TRU55- SEE 5HT, 05 4 0@ EA. VERT. 2X4 — 2X4 P.T. BOTTOM PLATE EL +9'-4" /FLT. HGT. CONC, 5LOCK WALL OR COLUMN E:)EETA�L 1/2"=1'-0" (11X17) 1"=1'-0" (22X34) FOLLOW DETAIL UJ2/D4 FOR TOP OF WALL (2)126'e e 5TTM, PLT. -- TO EACH TRU55 3/4" PL T WD. 5U5-FLR. PRE -ENG. WOOD TRU55E5 e 24"CO.C. 1/2"=1'-O" (11X17) V=1' -O" (22X34) PRE -ENG. WD. TRUSSES 24" O.C. E4E�IL.. 2X4 TOP FPL E 2X4'5 6 iso ° O.C. 7/1(0" 055 FRE -ENG, WD. TRU55E 5 4 KNEE WALL IF ADPL IC45LE MTL. FLASIHINCs \� ROOF DEGKINCx 2x4 5LOCKIN�\ UJ/ 2-1201 s 1(" O.C. 3-� FROM 5LOCIGING TO EA_ STUD 2X4 5LOCKING (IN 5ETUJEEN TRU55E5) UJ/ (2)]2d'& a EA. TRUSS PRE - ENG. WE). TRU55E S 24.11 U -C. DBL. 2X4 TOP PLATE e POST TO PLA TO GIRDER TRU 4X(o PARALLAM PO (: ) 81 e POST TO PL 2X P.T. SOLE PLATE R'E f NFORCE D GONG. I , %...*. SEE FOUNDATION PLAN i PRE -ENG;. UJD. TRUSSE W 24" O.G. ENG, UJD. FLOOR 22 e EA. TRU55-UNLE ER TRUSS )NOTED OTHERUJI5 If �- ',2..l A�NC.,H )M BOLT UJ/ 2 UJA5HER- 3" MAX. FROM 'L -_3 POST- MINIMUM -V EMBED. L-)ETAIL 1/2"=1'-0" (11X1-1) 1"=1'-0" (22X34) 10d CUT NAILS e 12 11 O.C. 1x4 P.T. -/\\� r2X4 BLOCKING TO FORM ARCH GONG, BLOCK WALL 1/2"=1'-0" (i1XII) 1"=1'-0" (22X34) DBL. 2X TOP PLATE (: ) S1a EA. STUD TO -1/1(o" 053. EXTEf SHEATHING -NO le 1(o" ABOVE OR E JOINT AT 2ND. FL AND FLOOR TRU 2X'5 -s fro" O.G. MID -WALL 5LOCKING le e EA. STUD TO PLT_ (OR) S1 EA, STUD TO PLT, '/2 "4) ANCHOR BOLT UJ/ 2" WA5HER- ia 32" O.C. MAX MINIMUM i" EM5ED. 24" O.C. (:22 e EA. TRUSS -UN NOTED OTHERU DBL, 2X 70P PLATE (: ) 81 a EA. STUD TO Imo® SLE PLATE 2X TOP PLT. e EA. STUD TO PLT. TO STUD ,45OVE 7/1(o" 055. EXTERIOR SHEATHING -NO 5EAM5 W11 1v" 450VE OR 5ELOUJ JOINT AT 2ND. FLR. WALL AND FLOOR TRU55 z cn cd) O 1/2" THREADED ROD W/ NUT $ 2" WA5HER- 32 O.G. MAX. 80 s EA. STUD TO PLT, (OR) 81 e EA. STUD TO PLT. 2X'5 e fro" O.C. MID -WALL BLOCKING 19 S EA. STUD TO PLT. (OR) Sl 0 EA. STUD TO PLT. '/2 "0 ANCHOR BOLT UJ/ 2" 2X P.T. SOLE PLT, UJA5HER- Q 32" O.G. MAX MINIMUM `1" EMBED. II 4 II II Q Q II � a o II u 4 RE INFORGEP CONG FTC=. ccC c/111A Ir'i ATI/'1AI of nAI 4 4 rT� E) E TA I L 3/4"=1'-O" (11X1`0 11/2"=I'-0" (22X34) 2X SOLE PLATE 3/4 " PLTWOOD 51.15 - FLOOR Gil PRE -ENG. WD. FLOOR TRUSSES e 24" O.C. D5L. 2X TOP PLT. 2X P.T. SOLE PLT. Q Q II II a 21 FI Q a Q II u REINFORCED CONG. FTG. SEE FOUNDATION PLAN a ED E TAI 3/4"=1'-2O" (11X11) 11211 =1'-O" (22X34) L a a q1 ° 41 a qr �rihr�� r°rarr ° � fir r r •r rr a q rrrjir rrr°r qr 1/2"=1'-0" (i1XII) 1"=1'-0" (22X34) DBL. 2X TOP PLATE (: ) S1a EA. STUD TO -1/1(o" 053. EXTEf SHEATHING -NO le 1(o" ABOVE OR E JOINT AT 2ND. FL AND FLOOR TRU 2X'5 -s fro" O.G. MID -WALL 5LOCKING le e EA. STUD TO PLT_ (OR) S1 EA, STUD TO PLT, '/2 "4) ANCHOR BOLT UJ/ 2" WA5HER- ia 32" O.C. MAX MINIMUM i" EM5ED. 24" O.C. (:22 e EA. TRUSS -UN NOTED OTHERU DBL, 2X 70P PLATE (: ) 81 a EA. STUD TO Imo® SLE PLATE 2X TOP PLT. e EA. STUD TO PLT. TO STUD ,45OVE 7/1(o" 055. EXTERIOR SHEATHING -NO 5EAM5 W11 1v" 450VE OR 5ELOUJ JOINT AT 2ND. FLR. WALL AND FLOOR TRU55 z cn cd) O 1/2" THREADED ROD W/ NUT $ 2" WA5HER- 32 O.G. MAX. 80 s EA. STUD TO PLT, (OR) 81 e EA. STUD TO PLT. 2X'5 e fro" O.C. MID -WALL BLOCKING 19 S EA. STUD TO PLT. (OR) Sl 0 EA. STUD TO PLT. '/2 "0 ANCHOR BOLT UJ/ 2" 2X P.T. SOLE PLT, UJA5HER- Q 32" O.G. MAX MINIMUM `1" EMBED. II 4 II II Q Q II � a o II u 4 RE INFORGEP CONG FTC=. ccC c/111A Ir'i ATI/'1AI of nAI 4 4 rT� E) E TA I L 3/4"=1'-O" (11X1`0 11/2"=I'-0" (22X34) 2X SOLE PLATE 3/4 " PLTWOOD 51.15 - FLOOR Gil PRE -ENG. WD. FLOOR TRUSSES e 24" O.C. D5L. 2X TOP PLT. 2X P.T. SOLE PLT. Q Q II II a 21 FI Q a Q II u REINFORCED CONG. FTG. SEE FOUNDATION PLAN a ED E TAI 3/4"=1'-2O" (11X11) 11211 =1'-O" (22X34) L 4 1 ° 14 ° 1 r q IV qr 1 r 4 -1/1e" OSB. SHEATH. -BOTH ; 5IDE5-ATTACH W/Sd's 0° -- ;Q q 4" O,C. PERIMTER AND �a 12 D.C. INTERMEDIATE q_.r.. r ql ° , q 1 � r 1 ° r 1 d r ra 1 1 1 1 1 q 1 1° r 1 Ar r 9 4 q , lao r 1 1 1 as 1 r E)ETAI 1/2"=1'-0" (i1XII) 1"=1'-0" (22X34) DBL. 2X TOP PLATE (: ) S1a EA. STUD TO -1/1(o" 053. EXTEf SHEATHING -NO le 1(o" ABOVE OR E JOINT AT 2ND. FL AND FLOOR TRU 2X'5 -s fro" O.G. MID -WALL 5LOCKING le e EA. STUD TO PLT_ (OR) S1 EA, STUD TO PLT, '/2 "4) ANCHOR BOLT UJ/ 2" WA5HER- ia 32" O.C. MAX MINIMUM i" EM5ED. 24" O.C. (:22 e EA. TRUSS -UN NOTED OTHERU DBL, 2X 70P PLATE (: ) 81 a EA. STUD TO Imo® SLE PLATE 2X TOP PLT. e EA. STUD TO PLT. TO STUD ,45OVE 7/1(o" 055. EXTERIOR SHEATHING -NO 5EAM5 W11 1v" 450VE OR 5ELOUJ JOINT AT 2ND. FLR. WALL AND FLOOR TRU55 z cn cd) O 1/2" THREADED ROD W/ NUT $ 2" WA5HER- 32 O.G. MAX. 80 s EA. STUD TO PLT, (OR) 81 e EA. STUD TO PLT. 2X'5 e fro" O.C. MID -WALL BLOCKING 19 S EA. STUD TO PLT. (OR) Sl 0 EA. STUD TO PLT. '/2 "0 ANCHOR BOLT UJ/ 2" 2X P.T. SOLE PLT, UJA5HER- Q 32" O.G. MAX MINIMUM `1" EMBED. II 4 II II Q Q II � a o II u 4 RE INFORGEP CONG FTC=. ccC c/111A Ir'i ATI/'1AI of nAI 4 4 rT� E) E TA I L 3/4"=1'-O" (11X1`0 11/2"=I'-0" (22X34) 2X SOLE PLATE 3/4 " PLTWOOD 51.15 - FLOOR Gil PRE -ENG. WD. FLOOR TRUSSES e 24" O.C. D5L. 2X TOP PLT. 2X P.T. SOLE PLT. Q Q II II a 21 FI Q a Q II u REINFORCED CONG. FTG. SEE FOUNDATION PLAN a ED E TAI 3/4"=1'-2O" (11X11) 11211 =1'-O" (22X34) L „2 "X� (4H ,� EMB.) HILTI I�wiK STRUCTURAL NOTES FIELD REPAIR NOTES 2X(c P.T. WOOD K °SUC° BOLT WITH 2 WASHERS LOCATED 1, THIS 5TRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 1. MISSED LINTEL STRAPS FOR MA5ONRY CONSTRUCTION MAY BE 1',4',�`f' (I.UITHIN �” OF SUI='1-0i�T (TOP AND SIDES) „ BRACKET FOR GARAGE DOOR) roTH EDITION, FBGR 201-1 (WIND LOAD e 140 MPH,) SUBSTITUTED LU/ (l) USF' MTUJ1� OR HC10 OR SIMPSON MTSM1� UJ/ GARAGE DOOR (4) 1/4" X 21/4" TAPCONS TO BOND BEAM AND (1) 10d NAILS TO FROM THE BOTTOi„1 MIN, EDGE 2. WINDOWS, DOORS, AND GARAGE DOORS TO BE DESIGNED TO MEET TRUSS FOR UPLIFTS LESS THAN B(oO L55 (USF (2) MT5M1(o FOR DISTANCE. ca FBGR SECTION 8301 UPLIFTS LE55 THAN 1-1200. NO MORE THAN 10 STRAPS MAY 5E � A!! 5UBSTITUTED OR NCO MORE THAN 3 IN A ROW, IF GfRGER TRUSS tit3, ALL FLOOR SLABS TO BE OF 2,500 F51 CONC, PLANT MIX MIN, 5" CONNECTIONS ARE MISSED CONTACT ENGINEER FOR 5UBTITUTION`�"i" If THICK WITH (ox(o 10/10 WIRE MESH (o MIL, POLY, VAPOR -MASONRY u1ALL i ' AFT BARRIER OVER TERMITE TREATED COMPACTED CLEAN FILL. 2, MI55ED J-50LT5 FOR FRAMED EXTERIOR'/ BEARING WALL5 MAT BE _ iII !�l DETAIL TO SATISFY 140 MPH WIND LOAD ,, Itu5US5TITUTED UJ/ 1/2 DIA, x -I" LONG WEDGE ANCHORS (REDHEADS). 4. CONCRETE MASONRY UNITS SHALL MEET: GH. 1-3 OF ,ACI 530-02/- MASONRY FRAME SHALL SE MIN 8X1 ASTM C -9D ";;- GROUT FILLED CELL W/1/2" ASTM 2 S RESAR (GRADE &0)i, �! 'U I A II IIQ) RSv�on�s��ASCE 5-02/TMS 402-02 OR SIA BUILDING CODE REQUIREMENTS. 3. MISSED FOOTING DOWEL5 MAY BE SUBSTITUTED UJ/ A STRAIGHT #5 ' (L REBAR SET INA 3/4" pfA, x �" DEEP HOLE FfLLED UJ/ UNITEX � �A SIDE OF GARAGE DOOR OPENING�Q! � � 5, MORTAR TO SE TYPE "M" OR "S" GROUT 2 500 PSI 28 DAYS. PROPDXY 300 OR SIMPSON SET OR ETF ADHESIVES. -MAX, DISTANCE TO CORNER OF C.B.S. WALL REfNF. 48" - REINF. TO BE CONT. FROM FTG, TO TIE BEAM W/ ALL i i ii , i 0**' -2X4 V�RT i i puj2 "ACI" DETAILS $ DEVELOPMENT LENGTHS ADHERED TO PLAN VIEW9 Q) to, MASONRY CLEAN OUTS REQUIRED e GROUT GREATER THAN FIVE (5) 4, BLOCK WALL OVERHANGING SLAB CONDITION: - GARAGE DOOR MANUF. TO PROVIDE ATTACHMENT TO "SUCK" o � FEET IN HEIGHT AND ALL VERTICALS, UP TO ��s° - NO REPAIR NECESSARY 2x8 RIDGE -0 w 7/S" TO 11/4" - ADD FILLED CELL (NO VERTICAL STEEL) MIDPOINT 1,) THE GARACzE DOOR AS5EM5LY SHALL BE DESIGNED FOR ROOF DECKING 0� 7. RESAR TO BE # 5'5 GRADE 60, UJ/ MIN. LAP OF 25". USE "L" 5AR5 OF WALL BETWEEN EXISTING FILLED CELLS (WITH STEEL) IN POSITIVE AND NEGATIVE WIND PRE55U1RE5 OF 25 P5F IN Q) e CORNERS AND USE STANDARD HOOKS e CHANGE IN DIRECTION AREAS AFFECTED ACCORDANCE WITH SECTION IR301 OF THE FLORIDA RESIDENTI,41- �p WITH MIN. LAP 12" 11/4"+ - REQUIRE SPECIAL ENGINEERING LETTER CODE CERTIFICATION SHALL BE SUBMITTED FROM THE GARAGE H2.E-pe EA, RFTR, DOOR MANUFACTURER TO THE BUILDING DEPARTMENT FOR THE TO RF -)G. SM. 2X(a RAFTERS �Q 8, GTP. BD. CEILING SHALL BE INSTALLED PERP_ TO FRAMING 4 NAILED 5, PENETRATION OF PLUMBING PIPES/DRYER VENTS THRU PLATES OF FOLLOWING ITEMS: 24 it O.G. e -I" O.G, WITH 56 NAILS. GYP_ BD. WALLS SHALL SE NAILED eV O.C. A LOAD 5EARING WALL MAY OCCUR PROVIDED DBL. 5TUD5 ARE A.) THE DESIGN OF THE DOOR CAN WITHSTAND POSITIVE -6 0 WITH 56 NAILS ADDED ON EITHER 51DE OF PENETRATION WITHIN 3" AND TRU55/ AND NEGATIVE WIND PRE55URE5 OF 25 PSF. 2X4 VERT. s 48" O.C. FLOOR TRUS5 15 NO CL05EiR THAN 3" FROM PENETRATION. B.) THE DESIGN OF THE DOOR COMPLIES WITH THE ABV. TRUSSES BELOW 9. UPLIFT CONNECTOR'S TO P'R'OVIDE CONTINUITY FROM ROOF TRU55E5 ADD (1) MT512 TOP AND BOTTOM PLATE CRITERIA SPECIFIED IN SECTION R(o09 OF THE 2011 NAIL TO RAFTER s TOP THRU PLATES TO SLAB AND FOUNDATION PER ENCLOSED DETAILS. FLORIDA BUILDING CODE RESIDENTIAL, (oTH EDITION 4 PLATE AT BTTM, W/ C,) DOOR SIZE, TYPE AND GLAZING (2)12b NAIL5 Q) 110. EPDXY ANCHOR ALTERNATIVE: D,) TRACK SIZE AND FASTENER DETAILS, PRE ENG. WD. THREADED ANCHOR ROD MAY SE USED IN LIEU OF ANCHOR 5OLT5 E.) TRACK SiRACKET QUANTITY, SPACING AND FASTENER TRUSSES BELOW t 3 FOR USE AS PLATE ANCHOR5 OR HURRICANE ANCHORS. DETAILS, QN 5T18 OR L5TA24 Q) THE FOLLOWING CRITERIA MUST SE MET: F.) REINFORCING MEMBER QUANTITY, LOCATION, SIZE, TYPE f- ANCHOR SIZE CONC. HOLE 51ZE MIN.. HOLE DEPTH AND FASTENER DETAILS. (IF REQUIRED) RAFTER TO PLATE x 70 TRUSSES BELOW E/l 4 n /8 11 G;AF,,AC:;E 5UC< IDETAIL 3 a V h'' a 1�/ a g,1X(o GAP 1u^ 1 -0u S a SEE FLOOR FLAN 1/2 ii GYP. BD. FIN, _ 2X4 OR 2X(o STUD BL, 2X4 PLATE SIDE S SI ALONG AFTER HOLE IS DRILLED, ALL CONCRETE DUST MUST BE REMOVED � �� CAP E'ER SPECS 1/2 OFFSET = VALLEY SGL. 2X4 PLATE ABOVE TOP /2 COVE MOLDING �„ WALL PRIOR TO EPDXY INSTALLATION. THREADED ROD TO SE MIN, A3� CURB -7/fro" OSB. SHEATHING CHORD OF TRU55E5- ATTACH W1 (2) 126 STEEL AND FREE OF DIRT OR GREASE. LOAD ON ROD CANNOT BE 2X4'5 e 24" O.G. NAILS e EA. INTERSECTION OR (oO,G, APPLIFD UNTIL 12 HOURS AFTER INSTALLATION. 2 COMPONENT / „ (3)2X4'5 ' R� 2 DRYWALL 2X4 OR 2X�o STUD WALL � NOTE: EPDXY RE51N MATERIAL TO SE MIXED PER MFG, DIRECTIONS, - IF RIDGE BEAM IS UNDERSIZED -CUT 11/2" FROM 3 DETAIL 4 T A I 8 T I END OF RAFTERS ON ONE SIDE AND ADD 2X8 o 11, SOIL SEARING CAPACITY 2000 PSF MINIMUM `1/fro 058. SHEATHING D 1 1 /2 " = 1' - 0" D 1 1 /2 " = 1' - O " D I 3,4 1 - 0 " NEXT TO FIRST ONE W/12d'S 6" O.C. Q WOOD STRUCTURAL NOTES _.__ - _--_ 3 5, 1/2" GYP. BD. CONCRETE BLOCK ROOF EDGE .,�..----,� _ _ - I. ALL WOOD TO BE SPECIES; GROUP, AND GRADE AS NOTED BELOW. �AEETAIL�� HEADER OR STEEL DAMAGED WOOD NOT TO 5E USED.b Dl 1 i'-0" LINTEL SEE DETAIL , PC EXP. STRIP 2. ALL 5TRUCTURAL LUMBER SHALL BE SPF (SPRUCE -PINE -FIR) 1*2 OR 2/D3 FOR SEE FLOOR BETTER UNLESS OTHERWISE NOTED, (PRE ENG, TRUSSES EXCLUDED) PLAN FOR S FOR RIDGE DETAIL 3. END JOINT IN 5TRUCTUIRAL DOUBLE TOP PLATE TO BE OFFSET AT 0 RIDGE 4 BLOCKING LEAST 4", STRUCTURAL DOUBLE PLATES TO BE NAILED �" 0K. '/2 '/z" EXPAN, ANCHOR 4" 4. YWOOD OR OSB, WALL SHEATHING NAIL PATTERN TO SE 1001 ® , - - - - -Tf 0 M A, PL 0 / �,. Q .�. �� 0 FROM E O.C,. UNLE55 OTHERWISE NOTED. (k �%` "�� EDGE AND �124" D,C, 5, NUMBER OF HEADER STUD AND ADJACENT FULL LENGTH STUDS - - PER WALL AND HEADER STUD REQUIREMENT SCHEDULE. ' - CONIC, SLK. FILLED CELL � � (2� PFR ANCHOR ��, ro. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL 5TUD5. 1, DBL. STUDS a EA. END OF SHEAR WALL, 8. WHEN ANCHORING MULTIPLE WD. ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE CENTERED ROOF NA11UNNG PATTERN ZONE: i ad NAILS e h" D,C, EDGE5 AND 12" O,C. FIELD II � L ad NAILS e (o" O.C. EDGE5 AND 12" O.C. FIELD ZONE: 5TUD5 FULL LENGTHWALL 5T D 8d NAIL5 e 4" 0.0, EDGE5 AND (o" O.C, FIELD ; MORTAR ' � STRIP PLAN FOR TY'P,a a CRIPPLED ST UDS _ to s to2XBLOCKING 8de4" O.G MIN. WALL AND HEADER REOUIRE�VIENTS IOR Zl_ ASPHALT ' p , THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED, F � �r IEDGE I II bl 7/1&1055 -- -- EMULSIONIt NUMBER OF FULL-LENGTH 5TUD5 ' 1 8d 12 " II I i If 10' OR LESS 2 2 3 EA, SIDE IRE RE INFOR. —.____ e INTERM GREATER THAN 1O' -- _---- I, ___ 4 O.C. 5 (I WALL IF 0 ; 8d 4 O.G. SEALANT FILLED CELL � � (2� PFR ANCHOR ��, ro. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL 5TUD5. 1, DBL. STUDS a EA. END OF SHEAR WALL, 8. WHEN ANCHORING MULTIPLE WD. ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE CENTERED ROOF NA11UNNG PATTERN ZONE: i ad NAILS e h" D,C, EDGE5 AND 12" O,C. FIELD PC ANCHOR � L ad NAILS e (o" O.C. EDGE5 AND 12" O.C. FIELD ZONE: 5TUD5 FULL LENGTHWALL 5T D 8d NAIL5 e 4" 0.0, EDGE5 AND (o" O.C, FIELD ; MORTAR ' � STRIP PLAN FOR TY'P,a a CRIPPLED ST UDS _ to s to2XBLOCKING �-- MIN. WALL AND HEADER REOUIRE�VIENTS IOR Zl_ ASPHALT GL5. BLK, PER PLAN- p , THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED, F � �r 7/1&1055 -- -- EMULSIONIt NUMBER OF FULL-LENGTH 5TUD5 ' ANEL PC PANEL— II 10' OR LESS 2 2 3 EA, SIDE IRE RE INFOR. —.____ 3 GREATER THAN 1O' -- _---- Qj ___ 4 O.C. 5 (I WALL ED. 0 ; 8d 4 O.G. SEALANT ' EXTERIOR FINISH PC ANCHOR � - __ __. STRIP -_ m Q) _._ 114" EXP. BOLT wJ3 -94 s0 FILLED CELL � � (2� PFR ANCHOR ��, ro. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL 5TUD5. 1, DBL. STUDS a EA. END OF SHEAR WALL, 8. WHEN ANCHORING MULTIPLE WD. ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE CENTERED ROOF NA11UNNG PATTERN ZONE: i ad NAILS e h" D,C, EDGE5 AND 12" O,C. FIELD ZONE: � L ad NAILS e (o" O.C. EDGE5 AND 12" O.C. FIELD ZONE: 5TUD5 FULL LENGTHWALL 5T D 8d NAIL5 e 4" 0.0, EDGE5 AND (o" O.C, FIELD S. NAIL PATTERN -DOUBLE PLATE 12" O,C., OUT5IDE SPLICE ZONE � EDGE II SPH46 OR 8 NOTE 'I l� O.G. PANEL. ANC CSR CON&TF, TION � ( SEE NOTE 4) � � -DOUBLE STUDS S 12" O.C.. EA. STUD— NO STRAPPING NEEDED 1 iia - - — - PC PANEL REINFORCING (TOE'): -DOUBLE OR TRIPLE HEADER (o" O,C„ EDGE WHEN FRAMING PER DETAIL D5 - — -- , , USED IN PANELS OVER 25"5.F, IN AREA IS EM5EDDED HORIZONTALLY �g 12" O.C.. INTERMEDIATE. UPLIFT CONNECTOR �/2 "� EXP. ANCH<JRS �� (SEE ROOF PLAN)7 ROOF FRAMING (7 EMBED.) 24" D,C, LL ] ILI ILL' IN THE MORTAR JOINTS BETIUEEN EVERY OTHER COURSE. PANEL b E HEADER TO STUD � 4 O.C.. EA, HEADER MEMBER. A A S ITH 15/ " -STUD TO TOP OR BOTTOM PLATE : (2) I(od THRU PLT. OR (2) l(od EA. SIDE TOE NAILED TO PLT. 10, -ROOF SHEATHING FOR SHINGLE ROOF TO BE MIN. -1/1(o" OSS, NAILED TO ROOF TRUSSES SPACED e 24" O.C. (MAX) WITHOUT BLOCKING, -ROOF SHEATHING FOR TILE ROOF TO BE MIN, 19/32" OSB, 1/2" CDX PLTWOOD OR 1/2" ADVANTECH, NAILED TO ROOF TO ROOF TRU55 SPACED ' 24" O.C. (MAX) WITHOUT BLOCKING. 11, FLOOR SHEATHING TO SE MIN. 23/32" PL'T WOOD NAILED �" O.C. W/ #8 RING SHANK NAILS AND LIQUID NAIL ADHESIVE. 12, ALL FLOOR TRUSSES TO BE END BLOCKED e BEARING LOCATIONS 13. TRU55 BRACING PER TRU65 MANUFACTURE'S DRAWING5, 14. ALL NAILING SPECIFIED TO BE APPLIED S,►' NAIL GUN OR MANUALLY 15. ALL WOOD IN DIRECT CONTACT WITH MASONRY SHALL BE SEE FLOOR i d �. 9' � L 15' 18 5TUD5 FULL LENGTHWALL 5T D D1 ; MORTAR �o � I PLAN FOR TY'P,a a CRIPPLED ST UDS PC PANEL ANCHORS (MIDDLE): to s to2XBLOCKING �-- MIN. WALL AND HEADER REOUIRE�VIENTS IOR Zl_ ASPHALT HEADER SIZE PFR p , THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED, F � �r 7/1&1055 -- -- EMULSIONIt NUMBER OF FULL-LENGTH 5TUD5 Z EACH END OF HEADER II 10' OR LESS 2 2 3 EA, SIDE CONC. BLOCK 3 GREATER THAN 1O' 2 2 3 4 5 5 (I WALL 0 8d 4 O.G. 4I 2X4 5TUD5 EXTERIOR FINISH � S. NAIL PATTERN -DOUBLE PLATE 12" O,C., OUT5IDE SPLICE ZONE � EDGE II SPH46 OR 8 NOTE 'I l� O.G. PANEL. ANC CSR CON&TF, TION � ( SEE NOTE 4) � � -DOUBLE STUDS S 12" O.C.. EA. STUD— NO STRAPPING NEEDED 1 iia - - — - PC PANEL REINFORCING (TOE'): -DOUBLE OR TRIPLE HEADER (o" O,C„ EDGE WHEN FRAMING PER DETAIL D5 - — -- , , USED IN PANELS OVER 25"5.F, IN AREA IS EM5EDDED HORIZONTALLY �g 12" O.C.. INTERMEDIATE. UPLIFT CONNECTOR �/2 "� EXP. ANCH<JRS �� (SEE ROOF PLAN)7 ROOF FRAMING (7 EMBED.) 24" D,C, LL ] ILI ILL' IN THE MORTAR JOINTS BETIUEEN EVERY OTHER COURSE. PANEL b E HEADER TO STUD � 4 O.C.. EA, HEADER MEMBER. A A S ITH 15/ " -STUD TO TOP OR BOTTOM PLATE : (2) I(od THRU PLT. OR (2) l(od EA. SIDE TOE NAILED TO PLT. 10, -ROOF SHEATHING FOR SHINGLE ROOF TO BE MIN. -1/1(o" OSS, NAILED TO ROOF TRUSSES SPACED e 24" O.C. (MAX) WITHOUT BLOCKING, -ROOF SHEATHING FOR TILE ROOF TO BE MIN, 19/32" OSB, 1/2" CDX PLTWOOD OR 1/2" ADVANTECH, NAILED TO ROOF TO ROOF TRU55 SPACED ' 24" O.C. (MAX) WITHOUT BLOCKING. 11, FLOOR SHEATHING TO SE MIN. 23/32" PL'T WOOD NAILED �" O.C. W/ #8 RING SHANK NAILS AND LIQUID NAIL ADHESIVE. 12, ALL FLOOR TRUSSES TO BE END BLOCKED e BEARING LOCATIONS 13. TRU55 BRACING PER TRU65 MANUFACTURE'S DRAWING5, 14. ALL NAILING SPECIFIED TO BE APPLIED S,►' NAIL GUN OR MANUALLY 15. ALL WOOD IN DIRECT CONTACT WITH MASONRY SHALL BE DOUBLE TOP PLATE 5� A LUA L� D TAIL USE ONLY WHEN REINFORCING fS FORMED OF TUJD P R LLEL uJIRE E ER o.C. (FOR USE WITH THINLINE SERIES GLS. 5LK,) OR 2 O.C. (FOR USE W1 d �. 9' � L 15' 18 5TUD5 FULL LENGTHWALL 5T D D1 PREMIERE SERIES GL5, BL<), W1 BUTT WELDED CRO66WIRE5 AT �o � I REGULAR INTERVAL5. 4' AND 10' LENGTHS AVAILABLE, Q) � CRIPPLED ST UDS PC PANEL ANCHORS (MIDDLE): to s to2XBLOCKING 2 MIN. WALL AND HEADER REOUIRE�VIENTS ARF USED TO TIE PITTSBURGH CORNING GLASS BLOCK PANELS INTO o HEADER SIZE PFR I THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED, F � �r DOUBLE TOP PLATE 5� A LUA L� D TAIL USE ONLY WHEN REINFORCING fS FORMED OF TUJD P R LLEL uJIRE E ER o.C. (FOR USE WITH THINLINE SERIES GLS. 5LK,) OR 2 O.C. (FOR USE W1 d �. 9' � L 15' 18 5TUD5 FULL LENGTHWALL 5T D D1 PREMIERE SERIES GL5, BL<), W1 BUTT WELDED CRO66WIRE5 AT �o (PER' TABLE) 1/2" = 1'-0" NOTED AS SHEAR WALL ON PLANS REGULAR INTERVAL5. 4' AND 10' LENGTHS AVAILABLE, Q) � CRIPPLED ST UDS PC PANEL ANCHORS (MIDDLE): to s to2XBLOCKING 2 MIN. WALL AND HEADER REOUIRE�VIENTS ARF USED TO TIE PITTSBURGH CORNING GLASS BLOCK PANELS INTO o HEADER SIZE PFR °u THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED, F � ROOF PLAN MID WALL BLOCKS CONT, 5T18 e EA, 51DE e EA, JACK 2X BLOCKING A5 REQUIRED HEADER STUDS (PER TABLE) P.T. SILL PLATE PRESSURE TREATED. TYP AOR � EA' S UD � � AIMING OPNG� FORMED FROM 20 GAUGE PERFORATED- THEN GALVANIZED STEEL STRIPS, PANEL ANCHORS ARE AVAIL. IN 13/4" WIDTHS X 24" LENGTHS. PC EXPANSION 5TRIP5 (BOTTOM): MADE of WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND THE STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE � u GLASS BLOCK AND ALLOW THE PANEL TO EXPAND 4 CONTRACT OLFREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, 10 PC EXPANSION 5TRIPS ARE AVAILABLE 3/8" THICK X 4" WIDE X 24" a LONG, FOR PANEL ANCHOR CONSTRUCTION, STD. 4" RIDE STRIPS ARE EASILY CUT TO 3" WIDTH, FOR 314" "PREMIERE" SERIES BLK,, � AND TO 21/4" WIDTH, FOR 31/8" "THINLINE" SERIES SMOCK, L A L E T A I L 00- pl Iro, 2000 P5F MINIMUM 501L BEARING CAPACITY MAXIMUM HEADER SPAN (ft.) 3' 61 9' 12' 15' 18 Q NUMBER OF HEADER STUDS 0 SUPPORTING END OF HEADER 1 1 2 2 2 2 �Lu °u - OL 0 NUMBER OF FULL-LENGTH 5TUD5 Z EACH END OF HEADER 10' OR LESS 2 2 3 3 3 3 GREATER THAN 1O' 2 2 3 4 5 5 FORMED FROM 20 GAUGE PERFORATED- THEN GALVANIZED STEEL STRIPS, PANEL ANCHORS ARE AVAIL. IN 13/4" WIDTHS X 24" LENGTHS. PC EXPANSION 5TRIP5 (BOTTOM): MADE of WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND THE STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE � u GLASS BLOCK AND ALLOW THE PANEL TO EXPAND 4 CONTRACT OLFREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, 10 PC EXPANSION 5TRIPS ARE AVAILABLE 3/8" THICK X 4" WIDE X 24" a LONG, FOR PANEL ANCHOR CONSTRUCTION, STD. 4" RIDE STRIPS ARE EASILY CUT TO 3" WIDTH, FOR 314" "PREMIERE" SERIES BLK,, � AND TO 21/4" WIDTH, FOR 31/8" "THINLINE" SERIES SMOCK, L A L E T A I L 00- pl Iro, 2000 P5F MINIMUM 501L BEARING CAPACITY L I - illll'1d L_ NOTE: THE ATTACHMENT OF ASPHALT SHINGLES UNLESS OTHERWISE NOTED, SHALL CONFORM TO ASTM D 31&1 ( MODIFIED TO 140 MPH) OR M -DC PA 101-95. THE FRC REaUIRES 5A5E AND CAP FLASHING. 5HINGLE5 OVER BUILDING PAPER OVER 1/1(o" OSB. SHEATHING PREMANUFACTURED INSULATION BAFFLE BETWEEN EA. TRUS5 4 e EA. TRUSS W1 UPLIFT OF 1810# OR LESS 4 X2 'a EA. TRUSS W1 UPLIFT BETWEEN l8ll# 4 3620# SEE ROOF PLAN ALUMINUM DRIP EPCsE EXP. JOINT '/2" GTP. BD. ON I"X2" VENEER e" RECESS SLAB (SEE PLAN FOR TT'PE) g �0 P.T. FURRING W/ ALFOIL 1/2" 5AG RESISTANT _ , �� FOR SGD DOOR F.F. 16' O.C. VERT. $ 16" O.C. ; ' - a OR C3111P. BOARD PLACED PERP, TO CL (2)05 REBARS HORIZ. T — — X z X VARIES • Lid �, Q FRAMING 2X(o SUB FASCIA m�v _ z LEDGER S" BET'OND z 3 , MIN. 30" LAP 1/2" GT'P, BD. ON 1"X2" 0® FINISH FLOOR PROVIDE INSPECTION P.T. FURRING UJ/ ALFOIL Q) PORT5 EA. VERT. =� , IN5UL. BETWEEN VENTED ALUM. SOFFIT POUR �---� y1 • • N 1a 8"XS" CONS. KNOCK- G c4 L � GRA�jE _ LEDGER 8" BEYOND OUT BLOCK REINFORCED (o MIL POL`rERTHT'LENE L - - - a OPENING EACH SIDE UJ/ CONC. 4 (1) #54) REBAR (3) #5 D2 (2)#5 REBARS 9 1'-4" 4" D2 1� D2 (2)#5 REBARS l�_4�� 4" 22 D2 811XS" GONG. BLOCK 1'_S�� q �� KEBABS JOINTS. " RECESS IS SEE FLR. PLAN FOR BLOCK REINFORCED gia I RECESS FOR #5 DOWEL5 SEE 4 �2 " RECESS SLAB W/ CONC -( ,,2 � FOR OUT -SLUG. _ GAR. DR. o FOR DOOR DRS. ONLT m�� (1)# 5 REBAR Q I� BRICK VENEER a m —.. - < Ilt 4 CONC FTG, RE INFORCED W/ lu (2)#5 RE54R5 CONT. 7"�f I CAL WALL 5 CT I ON _UJ/ -STEM LLI - ALUM. WINDOW (REFER TO O 0 FLOOR PLAN 4 ELEV. FOR < DE5IGNATION5) w -1I d) -FL_a LL © m cs� z C 0 ui 14 2 D2 1 (2)#5 REBARS 10 CONT. 16"X8" FTG. 1�2 i• RE5AR5LU (2)#5 X UJ/ 2 050 RE5AR. � #3 TIE •i L_ ___ REBARSW EXP. JOINT (2 )#5 RE5AR5 1 5AR5 1D2 1211 O.C. all z X --IL_ VARIES (1)# 5 REBAR 11-41, ( I 3 11- 4�(2)#5 RE BARS 11 IS L) (2�5 ia.EBARS 24 8 141 D2 D2 4" D2 ®R - SLE. GL:DR. mNt # (3) 5 REBARS F.�_� VARIES X w a� �— -� b cv p� �+ �• a- Wp 1 I 1-8 I RE5AR5 D2Lui ' i (2)#5 Q > i •_ _ _ -411RE REBARS I.i-I BAR5 uXI GARAGE WALL (1)#5 REBARS VARIES 411 FC1� 5 REBAR m #3 TIE 18 BARS 11-411 411 Q 12" O.C. CONC, FILLED CAVITIES EACH SIDE OF DRAIN PIPE 4 CAV►TT' -i 13 4" 8 DRAINPIPEES D2 8" 4" D2 THWHERU CONC. CK STEM \ CONC_ TO SPECS. WALL ' a 211 (2 /*5 RE54R5 F GRADE — Z 14" PVC. PLUMB. DRAIN PIPE �� It LU THRU STEM WALL BLOCK cv _ � Q D � Co \ \ • •D 4.. FV -V (o" MAX 0 PVC 8 11-011 4" 14L (2)#5 REBAR CONC, FTG. REINF. UJ/ (2) 5 RE5AR5 CONT. SLEEVE D2 D2 g1/2 —RECESS SLAB FOR OUT-SWG. 1 i,2 DRS.ONLT' FOR GAR. DOOR P1 P I P Ti 4RU FOOT I1NG .............. _ _ _ _ z X mid — — z D 2 p E TA I L. N Q (2) REBAR BENT TO ARCH AROUND SLEEVE, 30" LAP MIN. • BOTH, SIDES (2/*5 REBARS l5 (2)#5 REBARE; GONG. TO SPECS. D2 1'-4" 4° D2 1�_�� " 4 4 /� MAX c PVC -- Ko" 4 SLEEVE a p = 4 z - ...,_.. ;�. GRADE �•- - - -, 4" PVC. PLUMB. DRAIN PIPE i �Q THRU STEM WALL BLOCK o (2)#5 ARS 1�EB m i i CONC. FTG. RE INF. W1 (2) #5 RE5AR5 CONT. (21*5 ® RE8AR5 LU Lo LuM10NOL.ITHIC ,1> 1'-4' 4„ #3 1� ARs PIPE T TRU FOOTING D2 12 11 O.G. KEBABS RE5 D E TA I L= 3/511= NOTE: THE ATTACHMENT OF ASPHALT SHINGLES UNLESS OTHERWISE NOTED, SHALL CONFORM TO ASTM D 31&1 ( MODIFIED TO 140 MPH) OR M -DC PA 101-95. THE FRC REaUIRES 5A5E AND CAP FLASHING. 5HINGLE5 OVER BUILDING PAPER OVER 1/1(o" OSB. SHEATHING PREMANUFACTURED INSULATION BAFFLE BETWEEN EA. TRUS5 4 e EA. TRUSS W1 UPLIFT OF 1810# OR LESS 4 X2 'a EA. TRUSS W1 UPLIFT BETWEEN l8ll# 4 3620# SEE ROOF PLAN ALUMINUM DRIP EPCsE =RE CAST CONC. SILL 3"X8"Xl�o" GONG. BLOCK "REFER TO EXTERIOR ELEV, FOR WALL FIN.) �--MARBLE STOOL ALTERNATE BRICK INSULATION '/2" GTP. BD. ON I"X2" VENEER Q (SEE PLAN FOR TT'PE) �0 P.T. FURRING W/ ALFOIL 1/2" 5AG RESISTANT _ , �� OR 5% ° C;T'P. BOARD 16' O.C. VERT. $ 16" O.C. ; ' - a OR C3111P. BOARD PLACED PERP, TO CL HORIZ. p PLACED PERP. TO CLG. - 1/2 ° GT'P. BD. ON 1 "X2" • P.T. FURRING W/ ALFOIL �, Q FRAMING 2X(o SUB FASCIA WOOD BASE #5* ROD Q EA. DOWNPOUR LEDGER S" BET'OND z 3 , MIN. 30" LAP 1/2" GT'P, BD. ON 1"X2" 0® FINISH FLOOR PROVIDE INSPECTION P.T. FURRING UJ/ ALFOIL Q) PORT5 EA. VERT. =� , IN5UL. BETWEEN VENTED ALUM. SOFFIT POUR �---� y1 r--- 1a 8"XS" CONS. KNOCK- G c4 L � GRA�jE _ LEDGER 8" BEYOND OUT BLOCK REINFORCED (o MIL POL`rERTHT'LENE L - - - a OPENING EACH SIDE UJ/ CONC. 4 (1) #54) REBAR VAPOR BARRIER (" CONTINUOUS LAPPED AND TAPED L -- L - - J 811XS" GONG. BLOCK JOINTS. L-- L - - - i SEE FLR. PLAN FOR BLOCK REINFORCED #5 DOWEL5 SEE GARAGE CLG. 5PEC5. W/ CONC FOUND. FOR LOCATION _ _ PRE CAST L INTEL EXTEND FTG. 4" FOR Q BRICK VENEER a m < Ilt 4 CONC FTG, RE INFORCED W/ lu (2)#5 RE54R5 CONT. 7"�f I CAL WALL 5 CT I ON _UJ/ -STEM WALL FOOTING ALUM. WINDOW (REFER TO O 0 FLOOR PLAN 4 ELEV. FOR < DE5IGNATION5) w -1I d) LL =RE CAST CONC. SILL 3"X8"Xl�o" GONG. BLOCK "REFER TO EXTERIOR ELEV, FOR WALL FIN.) �--MARBLE STOOL ALTERNATE BRICK '/2" GTP. BD. ON I"X2" VENEER Q INSULATION, �0 P.T. FURRING W/ ALFOIL _ S.E.MTL. WALL TIES � i , _ � - _ , �� INSUL. BETWEEN 16' O.C. VERT. $ 16" O.C. ; ' - a OR C3111P. BOARD PLACED PERP, TO CL HORIZ. p I - 1/2 ° GT'P. BD. ON 1 "X2" - P.T. FURRING W/ ALFOIL �, Q IN5UL. BETWEEN WOOD BASE #5* ROD Q EA. DOWNPOUR LEDGER S" BET'OND z 3 , MIN. 30" LAP 0® FINISH FLOOR PROVIDE INSPECTION Q) PORT5 EA. VERT. =� , POUR �---� y1 r--- 1a G c4 L � GRA�jE _ a (o MIL POL`rERTHT'LENE L - - - a VAPOR BARRIER (" LAPPED AND TAPED L -- L - - J JOINTS. L-- L - - - i #5 DOWEL5 SEE FOUND. FOR LOCATION _ _ EXTEND FTG. 4" FOR BRICK VENEER a m 4 CONC FTG, RE INFORCED W/ (2)#5 RE54R5 CONT. 7"�f I CAL WALL 5 CT I ON _UJ/ -STEM WALL FOOTING 3/4"= 1'-0" COTE: THE ATTACHMENT OF ASPHALT SHINGLES, UNLESS OTHERWISE DOTED, SHALL CONFORM TO ASTM D 31(o1 ( MODIFIED TO 140 MPH ) ::)R M -DC PA 101-g5. THE FRC REQUIRES BASE AND CAP FLASHING. SHINGLES OVER BUILDING CAPER OVER 1/I(o" 055. SHEATHING PREMANUFACTURED INSULATION BAFFLE BETWEEN EA. TRUSS �.► 4 e EA. TRUS5 W/ UPLIFT OF 18100 OR LESS 4 X2 a EA. TRU55 W/ UPLIFT -'o BETWEEN 1511# 4 3(o200 Q) SEE ROOF PLAN (Q) °o ALUMINUM 9 Q) DRIP EDC E 2X(o 5U5 FASCIA-� VENTED ALUM. SOFFIT—' 8"X8" CONC. KNOCK- OUT BLOCK REINFORCED W/ GONG 4 (1) REBAR CONTINUOUS 8"X8" CONC. BLOCK BLOCK REINFORCED W/ CONC. PRE CAST LINTEL ALUM. WINDOW (REFER TO---"' FLOOR PLAN 4 ELEV, FOR DESIGNATIONS) PRE CAST CONC, 51 LL — 8"X8"X1(o" CONC. BLOCK (REFER TO EXTERIOR ELEV. FOR WALL FIN. SEE FLK. PLAN FOR) GARAGE CLG, SPECS. Q INSULATION, �0 (5EE PLAN FOR TT'PE) Q) Q) T 1,2 " 5AG RE515TANT OR C3111P. BOARD PLACED PERP, TO CL FRAMING p I - 1/2 ° GT'P. BD. ON 1 "X2" ' P.T. FURRING W/ ALFOIL �, Q IN5UL. BETWEEN LEDGER S" BET'OND z 3 OPENING EACH 511DE� 0® Q) oI Q) SEE FLK. PLAN FOR) GARAGE CLG, SPECS. III I i--- MARBLE STOOL ALTERNATE BRIG: '/2„ GTP. BD. ON I"X2 �' VENEER _ P.T. FURRING W/ ALFOIL 0 ' 5.E.MTL. WALL TIES ; , _ ~� -, ,� a IN5UL. BETWEEN 3 16" O.C. VERT. 4 1(o" O.G. - , WOOD BASE #50 ROD a EA. DOWNPOUR MIN. 30" LAP FINISH FLOOR PROVIDE INSPECTION ' PORTS e EA. VERT. L � - _ J d)s POUR i = _ = I° �iD k, ,..... _ _.. -1 p o tai GRADEL Lu v ° ° co w- Ul EXTEND FTG. 4" FOR 4 CONC, FTG. RE INFORCED o BRICK VENEER (2)#5 RE5AR5 CONT.- SE L FOUNDATION PLAN � (o MIL POLT'ERTHYLENE W m VAPOR BARRIER e" IL 0 LAPPED AND TAPED JOINTS. m T` 'F I CAAL WALL &ECTION UJ/ SONOLIT�1C FOOTING 0 3/411= 1'-0" u Q �0 ` Q) Lu 0® III I i--- MARBLE STOOL ALTERNATE BRIG: '/2„ GTP. BD. ON I"X2 �' VENEER _ P.T. FURRING W/ ALFOIL 0 ' 5.E.MTL. WALL TIES ; , _ ~� -, ,� a IN5UL. BETWEEN 3 16" O.C. VERT. 4 1(o" O.G. - , WOOD BASE #50 ROD a EA. DOWNPOUR MIN. 30" LAP FINISH FLOOR PROVIDE INSPECTION ' PORTS e EA. VERT. L � - _ J d)s POUR i = _ = I° �iD k, ,..... _ _.. -1 p o tai GRADEL Lu v ° ° co w- Ul EXTEND FTG. 4" FOR 4 CONC, FTG. RE INFORCED o BRICK VENEER (2)#5 RE5AR5 CONT.- SE L FOUNDATION PLAN � (o MIL POLT'ERTHYLENE W m VAPOR BARRIER e" IL 0 LAPPED AND TAPED JOINTS. m T` 'F I CAAL WALL &ECTION UJ/ SONOLIT�1C FOOTING 0 3/411= 1'-0" u ---ROOF DECKING2X4 LOOKOUT � 24" O.C. ROOF DECKING T`t'PIGAL WOOD 106 NAILS 4" O.C. TYPICAL OVER 2X4 BRACING ia 24" O.C. FRAMED WALL ROOF DECKING ( 12" MAX.)106 NAILS ' 4" O.C. EXT. SHEATHING BO � CML° �-"' (2) lOol � EA. PER PLAN — PRE ENG. WD. 5C1550R TYPICAL OVERHANG �l�" MAX. TRUSSES S 24" O.G. -1/1&" OSB. SHEATHING — END J MAX,(2) 10d 6 EA. END PRE ENG, WD, SCISSOR 12 EXTERIOR FIN. TO SPECS. TRUSSES, e 24" O.G. ATTACH CROS5 5R GIN TEXT. FINISH ON CENTER POINT OF WEEP (4) 106 TOE NAILED e PRE ENG. GABLE END TRUSS2X4 X -BRACING W1 4-12dNAILS 3P.C. PAPER BACKED LATH SCREED TO BE 1 BELOW T.O.M. EA. TRUSS TO 2X8 � E ENG. UJD, S 50 --`�� FASTENER PERTRUSS (2) 106 e EA. BOTTOM CHORD Is8 O.C. TO (4) 106 TOE NAILED e ENG. 3RD. TRUSS IN TR SES 2 " O.G -'" EA. 2X8 VERT. TO OD2X4 DIAPHRAGM FRAMINGP PLATE ROOF ECKING EXTERIOR FIN. 7/ CJ . 5H THING � VAPOR BARRIER TO PASS 2X8 OP PLATE � 48" O.C. IN FIRST FOUR (4) TO SPECS. FRAMING SPACES ONLY WHEN P EN GA E END TRUSS 6 IN FRONT OF WEEP SCREED EA. TRUSS JACKS SPAN 4'-0" OR GREATER 0- ---1/16OSB. SHEATHING SET BACK _- 2X8 VERT. 24" D.G. 4F_ Ill GABLE 8" UJ/ (2) 6 0 EA. OT CHORD 0 MOISTURE BARRIER AND TEXT. CEMENT -0 BOND BREAK PER -(4) 106 TOE NAILED FINISH. FLUSH o GYP. BD. (SEE STRUC. NOTES GABLE UJ/ 2X4 DIAPHRAGM FR IN STH EDITION 2017- RrtO3.-1 2X8 P.T. SOLE PLATE ; 48" O.C. IN FIRST FO (4) WEEP SCREED -PER 1,2"0 ANCHOR BOLT UJ/ 2" FOR NAILING PATTERN) SIDING FINISH FRAMING SPACES- NAILE STH EDITION 201-1 - 111ASHEIR e 32" O.G. REFER TO TO TOP OF BOT M CHORD Q) 115 REBAR IN POURED DETAIL A/D3 R-r03.i.2.1 �, KNOCK OUT PRE ENCS. SND CONC. FILLED LINTEL BLOCK Q FOR FLASHING JACKS 24" O.C. 1 UJ/ 1 #5 REBAR 8 -0 MAX. CONC. BLOCK WALL REQ. GYP. BD. (SEE STRUC. NOTES TYPICAL CMU WALL G-�o I I I - EN�:) 106 NAILS s, - , D3 Cx 3 e 4" O.C. c� FOR NAILING PATTERN) D3ATTACH CROSS BRACING ROOF DECKING CONCRETE LU/ 4-126NAILS 3" O.G. PRE -ENG. WOOD TRUSSES BLOCK WALL 2X8 P.T. SOLE PLATEa A L A5� I TAI PRE ENG. WE). SCISSOR � 24" O.C.E1/2"0 ANCHOR BOLT W1 2" -0 3 TRUSSES e 2 O.C. G-1 A L EN � WASHER e 32 O.C. CONC. FILLED LINTEL BLOCK D3 TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +-- 1/4" (2) 106 NAILS UJ/ 1 *5 REBARROOF DECKING � 1" EDGE— 1 1/2 EDGE) 2 1/2" EDGfi 45 24" O.C. 2X4 LOOKOUT 'a 24" O.C. TYPICAL OVERHANG 2X4 BRACING e 24" O,C. ( 12" MAX,) 10d NAIL5 4" O.C. F�- COMMON SHIM UNDER TRUSS • x x 8"X8"Xl(o" GONG. LINTEL 2X4 BLOCKING 24 O.C. lu DBL. 2X8 TOP PLATE BLOCK CONT. POUR (STAGGERED) cv 1 1/2 ° �, _ PRE ENG. UJD. 5 SSO N 2 1/ -f/16" 055. SHEATHING W1 1 050 RE5AR CONT. 5E5 24" �� 4 e EA. 2X4 ) 10 'a E CONC. BLOCK WALL `V c MMo�i 2X8 VERT. 24" O.C. 12" MAX,Ilk 1 odx3" x x BELOLU EA. TRUSS -4E)ETAIL 48D I �� ST F� 4) �' . COMMON Z Z G 2X4 X -BRACING z OPP. SIDE U 81 S EA. 2X8 VERT. D3 8' O.C. TO To TOIP OF 50TNG ETOM CI flRD UOL 3RD. TRUSS IN 2X8 P.T. SOLE PLATE x_- COMMONcq 1/2 " 411 ANCHOR BOLT W1 2" ROOF DECKING (2) 106 END SL' x OPP. SIDE d , W,45HER a 32" O.G. PRE ENG. WD. 5CI55OR OF BLOCKING Q) 5 REBAR IN POURED TRUSSES e 24" O.C. 2) 106 a NAILS '� 12" O.C.. (2)2X4's (2)2X6's (2)2x8's ' KNOCK OUT xorATTACN CROSS BRACING " 2X 5U I L T - UP JT UD Ah& UJ/ 4-126NAIL5 3" O.C. B C®L=LIMN DATA I l�� C-� � � —(2) 106 � NAILS � EA, TO 7/16" 058. SHEATHING i, 11_ �- �� D3 ENE) OF BLOCKING DETAfREFERL A/D3 11/2 I 0 THRU BOTTOM CHORD BOTTOM CHORD OF TRUSS FOR FLASHING 2X4 VERT. 24 O.G. (4) 10d NAILS � EA. REQ. 2X8 PLATE G_2 BLOCKING TO PLATE 2X(o P.T. SOLE PLATE 2X8 CRIPPLES D3106 NAILS .,•; 1/2"(P ANCHOR BOLT UJ/ 2 s 2X4 BLOCKING a 24" O.C. 4" O.C. WASHER 'a 32" O.C. p (2) 2X(o HDR. -UP TO�'� ```- �------CONC. FILLED LINTEL BLK. � (2 2X8 HDR. -FROM ro'l TO 101.'' - 2X8 P.T. 50LE PLATE lU/ 1 5 REBAR W _.__.._.__. -- 45 EA. SIDE - -1/11 OSB. SHEATHING1111 -_ �� . 2X8 VERT. 24" O.G. _ 2G45LE ENE:) CONC. BLOCK WALL _c 2X8'5 e 24" O.G. --"� (4) 10d TOE NAILED D3 Fa, p FLAT BOTTOM GABLE END Q 2X8 SOLE PLT.=�: �, �`-�`- 2X8 P.T. SOLE PLATE ROOF DECKING 2X4 LOOKOUT 24 O.C. rr `i� a ' TYPICAL OVERHANG 2X4 BRACING '@ 24" O.C. 3 2X8 FULL 12° MAX.) Iod NAILS e 4" O.C. LENGTH STUDS A ,45LE ENED x 2X8 HEADER-- = ======----am-3 STUDS UJ PRE ENG. "D. 5C1550 0 ------�-..y� DOUBLE DOOR SINGLE DOOR WINDOW ,,2 "� ANCHOR 4 BOTTOM CHORD OF TRUSS 55E5 24° " 2) 10ca E FOR MULTIPLEBOA T S LU/ 2 WINDOW5 AND , 2X8 PLATE G'2 12" MAX. DOORS U5E 2 TAPCON5 PE12 WASHER 32" O.G. 1 2X8 CRIPPLES D3 e 48"DIAP ST4) A1�'IiNG WINDOW AT THE HEAD AND 4 2X4 X -BRACING MING SP'AC �AIILL'ED Q (2) 2X(o HDR. -UP TO (o 0 8 O.C. TO TO TOP OF BOTTOM ARD TAPCONS AT THE JAMB. BLOCKING 4 SHEATHING (2) 2X8 HDR. -FROM II TO 10' SET HDR. BEHIND TRUSS 3RD. TRUSS IN BUCK ATTACHMENT DATA GLASS OPENING CHORD IF NECCES5ARY R_ Q) B5 L E E NUCKS SHALL BE 1x4 OR 2x8 PT AT WINDOWS OR 2x8 PT AT B ST18 EA. SID (2) 106 i END ATTACH GROSS BRACING -Z DOORS IN PINE OR SPRUCE. AT WINDOW5 ATTACH BUCKS TO OF BLOCKING BLOCK WITH COMMON T -NAILS AND PLACEMENT SIMILAR TO UJ/ 4-12dNAILS 3" O.C. 2X8'S � 24" O.C. � �`�-"----�`� ,� TAPCON5 5H40WN- AT DOORS OR FIN WINDOWe IN BLOCK, ENTEIRLINE 01= RIDGE LINE ADDITIONAL 2x4 BLOCKING ' �`' 2X4 BLOCKING- PARALLEL 2X8 SOLE PLT. UJ/ EACH 2X8 VERT. ATTACH BUCKS w/ 2 T -NAILS TOP AND BOTTOM AND 8 O.C_ UJ/ 2-126 NAILS EA. SIDE °' °'� ' °• • .� i�----- --_;i • ��:, �`•. 2X8 BLOCKING- BETWEEN 1U STAGGEiRED IN THE FIELD. 2X8 .FULL - 2X8 EACH REFER TO V � .LENGTH .STUDS a '�• " � . ;' • ti , . E ERT. � U5E MIN, 21/4" T -NAILS w/ lx BUCK. USE M 1N. 1/4" x 3 TAPCONS - - - - �4- - - -------- w/ - - - - - - r DETAIL A/D3 10d NAILS � 12 O.G. � WITHIN " O PRE -ENGINEER ROOF 2X8 HEADER .r � � � � FOR FLASHING 1/lro OSB, SHEATHING � w/ 2x BUCK. START ALL END TAPGONS N ro F I , ;. • L STUDS , � � REQ. COIRNERS AND 30 ON CENTEiR MAXIMUM. TRU55 TOP CHORD ,,2 ANCHOR •' ' • i iii ``--- 2X8 VERT. 'a 24" O.G. (j NOTE BOLTS LU/ 2" (4) lOd TOE NAILED WASHER e 32" O.C. i i "•° II IN CASES OF BLOCK OPENINGS LARGER THAN DOOR FRAMING: 106 NAILS 2X8 P.T. SOLE PLATE ATTACH ADDITIONAL 2X FRAMING TO THE BLOCK WALL USING E)ETAILe 4 O.C.It 1/4 x 4 TAPCONS AT 3 FROM ENP AND 12 LASS OPENING O.C. IN GB CONC. FILLED LINTEL BLK. GUJ/ 1 � REBAR THE GENTEiR, ATTACH OP FR�4MING TO HEADIEfi�' USING 1/4" X 13i4" 2 DETAIL�D G E D3 N.T.S. BLOCKING 4 SHE HIND G_2E rz N TAPCONS UJ/ (1) & FROM END TO END AND 12 O.C. IN THE, D3 N.T.S. 3 CONC. BLOCK WALL cCENTER, 5CI66OR GABLE ENE) C 30 1'-8" (3)#5 KEBABS D4 3% " RECE55 15 -� i,2 FOR OUT - SWC. DR5. ON 1' Q�. 31 REBAR5 _ 9 11iRECE56 FOR SL.GL.DR. _w tL/ =Q 32 1_SC3)�5 KEBABS D4 EXP JOINT 5x5x-1" L -FLASHING W/ 2" OVERLAP AT EA. PIECE . _. ,wNwwiUtWfa,IGI SEE DETAIL 4/D2 2X4 LOOKOUT S 24" O.C. ROOF DECKING FOR ROOF TY _ PE, - TTF'IC,4L OVERHANG 2X4 BRACING s 24" O.C. DECK TYPE, ( 12" MAX.) 10d NAILS a 4" O.C. FASCIA TYPE AND OVERHANG CONSTRUCTION ; ; MAX, ' PRE ENG, WD. 5(::1650 ATTACH CROSS SR,4CENG-c� --TRUSSES 24" D. W/ 4-1211-4NAIL.S 3" OC — ) 10cI E -- EXT. 7/16" OSB. SHEATHING -------- - X4 RA FRAMING WALL/ PRE ENG, GABLE END TRU55 a O.0 FIRST FOUR (4) PREM,4NUFACTURED INSULATION BAFFLE BETWEEN EA. TRUSS 1-410 s EA. TRUSS -----� 2X4 X -BRACING 8'-0" O.C. TO AM SP S- NAILED \ T OP OTT CHORD _ --------- 3RD. TRUE IN (2) 10d e END OF BLOCKING SEE DETAIL 4/D2 o FOS'. ROOF T'TTPE, ST18 32 O.C. DECK T'rPE 10d N,411-5 e 4" O.C. FA5C I A TYPE AND OVERHANG ' (2) 10d EA. BOTTOM CONSTRUCTION � DSL. 2X4 TOP PLATE CHORD ' 5X5X12 L -FLASHING r/2 " SAG RESISTANT `- - - - - - FIRST PIECE ONLY FIRST 5TEF FL,�>SNInCx DETAIL ,4A-'+oI-�LLvvIv rICl-4�-��Vcs vK %g- Cs i I—. GVfAKV e leo" O.C. v PLACED PERP. TO GLC,. FRAMING ALT, TU55 I ATTACH GROSS BRACING iui a_n,-iKiai S 3° nr- 3/4"= 1'-0" PREMANUFACTURED INSULATION BAFFLE BETWEEN EA. TRU55 —� H10 e EA. TRU55 SEE DETAIL A/D2 FOR ROOF T`r'PE, . = DECK TYPE, ` FASCIA TYPE AND --- x-q�•--- _ _ _•� Q_ OVERHANG - }- CONSTRUCT I ON Lu QC `� -- ----- - z z (3 )#5 5 4(o O 8 32 "O.C. STUD TO � I REBARS t.�.t P R D • ILU � ' ' (3/*5 f- TOP PLATE } I i X � 33 1. _8.. (3) 5 KEBABS �'- - - ' - - -' i�EBARS \-A D4 < — 3-1 *3 TIE BARS D4 1t -S" 12 O.C. 5TRUCTUI2AL SHEATHING ATTACHED PER NAILING 0 41%" RECE55 SLAB SCHEDULE SEE DETAIL i/D5 FOR DOOR LAB = Sd NAILS 3" O.C. WALL SHEATH. 0 X c0 m\1 TO EACH VERT. WEB • c� w LL 2X4 BLOCK(NC e EA. 0 6 HURRICANE STRAP 3� 24 KEBABS © GABLE END FLOOR TRU55 W/ D4 ; ; HETA1( W/ (10) 106 X 1)/2" C S I F � I (3)#5 z NAILS e 32 O.C. 3, RE E 5 5 -1 ff i KEBABS FOR OUT-SWG. < i I REFER TO DETAIL A/D3 FOR 2 DR5. ONLY} �•_ _ _ _ _ FLASHING RECD. _..... = X RE5,4R5 , w�1 — -q3 TIE E BARS 2X4 50T. PLT. W/ (2 ) 38 12d NAILS la 12" O.C. ' c0 D4 i,_Sll 4.. 12" O.C. . 8" 8d NAILS 3 O.C. WALL PRE -ENG. (3)5 KEBABS VARIES SHEATH. TO EACH TRU55 FLOOR TRU55 3� w — = 2X CONT. RIBBON. � —. ._.___., _._........._._i _ TOP 4 BOTTOM W/ �pp (� _ (2) 10d NAIL5 TO EA. TRUO Iuui p II �� - - - -•� 0- I I 9 RECE5S 5LA5 I0FOR DOOR SIMP50N HETAi6 W/ �\ a (/ X roc ® I I I (10) 106 X 1 1/2 NAILS =+ z -� EACH TRUSS m (3)#5 Q tu s RE5AR5 w REFER TO DETAIL X A/D3 FOR } �'- - - ' - REBAi<'S ��► FLASHING REa. (3)#5 REBARS 38 II -all ' -8 4" 39 *3 TIE BARS ALT.'JOISTDI o 12O.G GAD D4_._.._c� BOTTOM OF all FTG 12" MIN F.F. _ BELOW VARIES GRADE vx,— — -- z <r (TTP) LU qzl = = v = -- Ci� � '� • • N _ u r • or • dcm r,2 INSULATION SEE FLOOR PLAN FOR TYPE 2" SACS RESISTANT `�-�- GYP. BOARD PLACED PERP. TO CLC. tu FRAM INC OF OR 5/all GYP. 5014RD d) PLACED PERP, TO CLG. z (2) 2X HEADER O (2X8) SPAN UP TO (o' (TTP) (2X12) SPAN (o' TO 12' } ALUM. WINDOW (REFER TO I FLOOR PLAN 4 ELEV. FOR w DESIGNATIONS) MARBLE STOOL zz R-11 IN5UL. �- 2X4 STUDS e 1(o" O.C. O 2X4 BOT. PLT. W/ O (2) 126 NAILS e 12" O.G. WOOD 5,45E ®I, FINISH FLOOR — 1(o" PRE -ENG. , FLOOR TRU55 5T5TEM 1 *54) DOWEL s SPECIFIED LOCATIONS (5EE FOUNDATION PLAN) ALT. MONOLITHIC FOOTING �(3 B RS T�f=, UJALL 5t=CTION 42 11-all4' KEBABS p4 w Luj (DS. 5PH4 'a EA. STUD 1/6" TEXTURED GEMENT FIN15H OVER METAL LATH OVER7/1(o"� OSB. SHEATHING 4 WEATHER RESISTANT MEMBRANE HOUSE WRAP OR HORIZ, LAP SIDING OVER 1/1(o" 058. SHEATHING NAILING- PERIMETER- (o" O.G. INTERIOR- 12" O.C. UNLESS NOTED OTHERWISE I/2 "4 ,4NCHOR BOLT W/ 2" WASHEfR s 24" O.C. 2X4 P.T. 50LE PLATE ad NAILS 'a (o" O.C. REFER TO DETAIL A/D3 FOR FLASHING REa. 8X8 (ONO. LINTEL 5LOCK- SEE FLOOR PLAN FOR REINFORCEMENT �rii1vWAI 3/S" TEXTURED CEMENT WASH ON ALL CONCRETE BLOCK APPLICATION 8X8X1(c CON(. BLOCK WALL E)4) 3/4 v -oil z Lw co �,� " SAG RESISTANT OF OR 5/all GYP. 5014RD PLACED PERP, TO CLG. z FRAMING (TTP) 8X8 CONC. LINTEL zz BLOCK REINFORCED W/CONC. 4 (1) 05 REP AR (L CONTINUOUS SEE FOR. PLAN FOR ®I, GARAGE CLG, SPECS. 1 *54) DOWEL s SPECIFIED LOCATIONS (5EE FOUNDATION PLAN) ALT. MONOLITHIC FOOTING �(3 B RS T�f=, UJALL 5t=CTION 42 11-all4' KEBABS p4 w Luj (DS. 5PH4 'a EA. STUD 1/6" TEXTURED GEMENT FIN15H OVER METAL LATH OVER7/1(o"� OSB. SHEATHING 4 WEATHER RESISTANT MEMBRANE HOUSE WRAP OR HORIZ, LAP SIDING OVER 1/1(o" 058. SHEATHING NAILING- PERIMETER- (o" O.G. INTERIOR- 12" O.C. UNLESS NOTED OTHERWISE I/2 "4 ,4NCHOR BOLT W/ 2" WASHEfR s 24" O.C. 2X4 P.T. 50LE PLATE ad NAILS 'a (o" O.C. REFER TO DETAIL A/D3 FOR FLASHING REa. 8X8 (ONO. LINTEL 5LOCK- SEE FLOOR PLAN FOR REINFORCEMENT �rii1vWAI 3/S" TEXTURED CEMENT WASH ON ALL CONCRETE BLOCK APPLICATION 8X8X1(c CON(. BLOCK WALL E)4) 3/4 v -oil PRE -ENG. WD.T�'UssEs 24" O.C. �- INSULATION SEE FLOOR PLAN FOR TYPE 1/2" SACS R'E515TANT OR e%" G-;YP. 50ARD PLACED PERP. TO CLCD. FRAM I NG 2x4 D5L. TOP PLATE 2x4 BLOCKING EQUALLY 5PACED 2x4 BLOCKING 24 it O.G. 1/2 " GTP. SD. ``- 2X4 16" O.G. 2X4 24" D.C: R-11 BATT INSULATION 5PH4 EA. 2X4 VERT. '/2 " Gr'P. SD, ON 1`X2` P.T. FURRING W/R-3 RIGID INSULATION 1SOREBARIN FILLED CELL - SEE FOUNDATION PLAN FOR LOCATION WOOD ease FINISH FLOOR ( 1 #50 DOWEL ' SPECIFIED LOCATION& ' (5EE FOUNDATION PLAN) ALT. MONOLITHIC FOOTING WALL_ 5t=C;TION -13 Q) -0- 0) 0F= Q) 0(o Q) �o z � 0- Q) 0--Q) z 0� <C Q) x N Q) J7 �Q 0 n z GRADE co BOTTOM OF FTG 12" MIN BELOW GRADE (TTP) PRE -ENG. WD.T�'UssEs 24" O.C. �- INSULATION SEE FLOOR PLAN FOR TYPE 1/2" SACS R'E515TANT OR e%" G-;YP. 50ARD PLACED PERP. TO CLCD. FRAM I NG 2x4 D5L. TOP PLATE 2x4 BLOCKING EQUALLY 5PACED 2x4 BLOCKING 24 it O.G. 1/2 " GTP. SD. ``- 2X4 16" O.G. 2X4 24" D.C: R-11 BATT INSULATION 5PH4 EA. 2X4 VERT. '/2 " Gr'P. SD, ON 1`X2` P.T. FURRING W/R-3 RIGID INSULATION 1SOREBARIN FILLED CELL - SEE FOUNDATION PLAN FOR LOCATION WOOD ease FINISH FLOOR ( 1 #50 DOWEL ' SPECIFIED LOCATION& ' (5EE FOUNDATION PLAN) ALT. MONOLITHIC FOOTING WALL_ 5t=C;TION -13 Q) -0- 0) 0F= Q) 0(o Q) �o z � 0- Q) 0--Q) z 0� <C Q) x N Q) J7 �Q 0 n .... IiL ,� . J ,. �V. y �l i gg .. ,ate` NOTE: 1/2" PL'T WOOD OR 1116" 0.5.8. TO 5E USED AS UPLIFT RESISTANCE NO OTHER FASTENERS REa'D. EXCEPT AS NOTED ON PLANS IN TWO STORI' FRAME APPLICATIONS, SHEATHING SMALL EXTEND MIN. P-0" WIC 5REAK A8V. 2nd FLOOR 50TTOM PLT, TO T.O.M. N4LNG; (2 )ROW5 e 3" O.C. AT TOP ,AND MROW AT BOTTOM OF WALL, 6O.G. ALL OTHER EDGES AND 12 IN FIELD. BLOCiG,ING SHALL 8E PLACED AT ALL SHEATHING JOINTS. DBL, TOP PLT. 8E1 OND WALL SHEATHING SPLICE NAILING PATTERN PER NAILING SCHEDULE. z Am i CMU WALL O5NE,4TNINC; ELEV. 2 -STORY FiR,4MING-� N.rs. -1/1(0" 05E JOINT STUD GYPSUM WALLBOARD 2X4 BLOCKING PLACED FLATWISE (2) 16d NAILS NAILING PE!R�j EACH END SGNEDULE OSHEATHING BLOGKINCz /oDRIN.T.S NOZONT,4L JOINTS eNEAT�1NGT UPLIFT E)ETAIL5 (Di 0 • • OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTO • • 1080 18118, folv... TOP PLT. 13E T OND SHIMS. CENTER THE WINDOW IN THE OPENING ALLOWING A 1/4" IV, IV, OV0505 V01010 GABINET WHEN INSTALLATION IS COMPLETE, THESE SHIMS MAY BE • • REMOVED. • • SCHEDULE. r 04-13-12 WALL SHEATHING SPLICE MINIMUM OF 1". KEEP WINDOW LOCKED UNITL ALL SIDES ARE Q) 7 SECURED. ••, 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT • • 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. cv 8. INSULATE AROUND PERIMETER WITH BATT TYPE INSUALTION. • 7 �+ ♦ • 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, • • • THEN, CAULK THIS GAP. 10. CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J—CHANNEL (OR BRICK OR OTHER EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). • • FLASHING SEQUENCING: • • METAL �� OVER ALL OF ROUGH OPENING. CHUTE 2. SET WINDOW UNIT. 3. APPLY 2ND BOTTOM PIECE OF SELF—ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPER. • • ... • • NOTE; 3/4 ° PL'I'UJl SELF—ADHESIVE TYPE FLASHING IS A GENERIC TERM. • • . • . . .. . . • •. • • .. • • • • • BOT. PT. PLT. BEiOND 7:01:0 • • • • • • • • • • • • • • • CMU WALL O5NE,4TNINC; ELEV. 2 -STORY FiR,4MING-� N.rs. -1/1(0" 05E JOINT STUD GYPSUM WALLBOARD 2X4 BLOCKING PLACED FLATWISE (2) 16d NAILS NAILING PE!R�j EACH END SGNEDULE OSHEATHING BLOGKINCz /oDRIN.T.S NOZONT,4L JOINTS eNEAT�1NGT UPLIFT E)ETAIL5 (Di 0 OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTO N.T.S. OPENING. D15L. TOP PLT. 13E T OND SHIMS. CENTER THE WINDOW IN THE OPENING ALLOWING A 1/4" NAILING PATTERN GABINET WHEN INSTALLATION IS COMPLETE, THESE SHIMS MAY BE • REMOVED. PER NAILING SCHEDULE. r 04-13-12 WALL SHEATHING SPLICE MINIMUM OF 1". KEEP WINDOW LOCKED UNITL ALL SIDES ARE Q) 7 SECURED. 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. cv 8. INSULATE AROUND PERIMETER WITH BATT TYPE INSUALTION. • 7 �+ c* 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, ALLOW 1/4" GAP AT SILL BETWEEN STRUCTURE AND WINDOW. • THEN, CAULK THIS GAP. 10. CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J—CHANNEL (OR BRICK OR OTHER EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). FLASHING SEQUENCING: 1. APPLY BOTTOM PIECE OF SELF—ADHESIVE TYPE FLASHING METAL �� OVER ALL OF ROUGH OPENING. CHUTE 2. SET WINDOW UNIT. 3. APPLY 2ND BOTTOM PIECE OF SELF—ADHESIVE TYPE CMU WALL O5NE,4TNINC; ELEV. 2 -STORY FiR,4MING-� N.rs. -1/1(0" 05E JOINT STUD GYPSUM WALLBOARD 2X4 BLOCKING PLACED FLATWISE (2) 16d NAILS NAILING PE!R�j EACH END SGNEDULE OSHEATHING BLOGKINCz /oDRIN.T.S NOZONT,4L JOINTS eNEAT�1NGT UPLIFT E)ETAIL5 (Di 0 OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTO N.T.S. OPENING. D15L. TOP PLT. 13E T OND SHIMS. CENTER THE WINDOW IN THE OPENING ALLOWING A 1/4" NAILING PATTERN GABINET WHEN INSTALLATION IS COMPLETE, THESE SHIMS MAY BE MATCH C REMOVED. PER NAILING SCHEDULE. r 04-13-12 WALL SHEATHING SPLICE MINIMUM OF 1". KEEP WINDOW LOCKED UNITL ALL SIDES ARE Q) 7 SECURED. 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. cv 8. INSULATE AROUND PERIMETER WITH BATT TYPE INSUALTION. 7 �+ c* 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, ALLOW 1/4" GAP AT SILL BETWEEN STRUCTURE AND WINDOW. OF METAI THEN, CAULK THIS GAP. 10. CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J—CHANNEL (OR BRICK OR OTHER EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). FLASHING SEQUENCING: 1. APPLY BOTTOM PIECE OF SELF—ADHESIVE TYPE FLASHING METAL �� OVER ALL OF ROUGH OPENING. CHUTE 2. SET WINDOW UNIT. 3. APPLY 2ND BOTTOM PIECE OF SELF—ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPER. ... .. • • NOTE; 3/4 ° PL'I'UJl SELF—ADHESIVE TYPE FLASHING IS A GENERIC TERM. • • . • . . .. . . • •. • • .. • • • • • • • • • • • • • • • • • • • • • 1 • • • • • • . • 010 of of • FLDOR SisTEM k'3E T'OND • • .. • � I•I F� I•I h� I•I __- ---- � CMU WALL O5NE,4TNINC; ELEV. 2 -STORY FiR,4MING-� N.rs. -1/1(0" 05E JOINT STUD GYPSUM WALLBOARD 2X4 BLOCKING PLACED FLATWISE (2) 16d NAILS NAILING PE!R�j EACH END SGNEDULE OSHEATHING BLOGKINCz /oDRIN.T.S NOZONT,4L JOINTS eNEAT�1NGT UPLIFT E)ETAIL5 (Di 0 INSTALLATION NOTES: 1. THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS PLUMB AND SQUARE. KEEP HEAD ANS SILL LEVEL AND SQUARE. MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. 2. CONSTANTLY CHECK WIDTH AT MEETING RAILS (i.e. DOUBLE HUNGS) TO AVOID "BOWED OUT" INSTALLATION. 3. APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTO OPENING. REVISI NS BY SHIMS. CENTER THE WINDOW IN THE OPENING ALLOWING A 1/4" GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. GABINET WHEN INSTALLATION IS COMPLETE, THESE SHIMS MAY BE MATCH C REMOVED. 5. INSTALL FASTENERS (STRAIGHT, NOT ANGLED) IN EVERY ® E 04-13-12 RDC WINDOW, FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM OF 1". KEEP WINDOW LOCKED UNITL ALL SIDES ARE Q) 7 SECURED. 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. 04 8. INSULATE AROUND PERIMETER WITH BATT TYPE INSUALTION. DO NOT USE EXPANDABLE FOAM. �+ c* 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, ALLOW 1/4" GAP AT SILL BETWEEN STRUCTURE AND WINDOW. OF METAI THEN, CAULK THIS GAP. 10. CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR INSTALLATION NOTES: 1. THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS PLUMB AND SQUARE. KEEP HEAD ANS SILL LEVEL AND SQUARE. MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. 2. CONSTANTLY CHECK WIDTH AT MEETING RAILS (i.e. DOUBLE HUNGS) TO AVOID "BOWED OUT" INSTALLATION. 3. APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTO OPENING. 4. PLACE 1/4" SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS. CENTER THE WINDOW IN THE OPENING ALLOWING A 1/4" GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. GABINET WHEN INSTALLATION IS COMPLETE, THESE SHIMS MAY BE MATCH C REMOVED. 5. INSTALL FASTENERS (STRAIGHT, NOT ANGLED) IN EVERY OTHER FASTENER SLOT STARTING AT THE MIDDLE OF THE 1�✓"X18" C< WINDOW, FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM OF 1". KEEP WINDOW LOCKED UNITL ALL SIDES ARE SECURED. 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. 8. INSULATE AROUND PERIMETER WITH BATT TYPE INSUALTION. DO NOT USE EXPANDABLE FOAM. THE USE OF EXPANDABLE FOAM WILL VOID WARRANTY. PIAL 1 ° METAL 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, ALLOW 1/4" GAP AT SILL BETWEEN STRUCTURE AND WINDOW. OF METAI THEN, CAULK THIS GAP. 10. CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J—CHANNEL (OR BRICK OR OTHER EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). FLASHING SEQUENCING: 1. APPLY BOTTOM PIECE OF SELF—ADHESIVE TYPE FLASHING METAL �� OVER ALL OF ROUGH OPENING. CHUTE 2. SET WINDOW UNIT. 3. APPLY 2ND BOTTOM PIECE OF SELF—ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPER. 4. APPLY SIDE STRIPS OF SELF—ADHESIVE TYPE FLASHING. 5. APPLY TOP PIECE OF SELF—ADHESIVE TYPE FLASHING. NOTE; 3/4 ° PL'I'UJl SELF—ADHESIVE TYPE FLASHING IS A GENERIC TERM. SEE SPECIFICATIONS FOR MATERIAL TO BE USED. IMPORTANT: IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN COMPLIANCE WITH APPLICABLE LAWS AND BUILDING CODES. DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS WINDOW. THE ACID MAY DESTROY THE COIL SPRING BALANCE SYSTEM. WINDOWS WILL NOT BE UNDER WARRANTY IF EXPOSED TO MURIATIC ACID. DO NOT LAY WINDOWS FLAT OR STORE IN SUN BEFORE INSTALLING. ALL WARRANTIES NULL AND VOID IF ANY VERTICAL HOLES ARE PUT INTO WINDOW SILL AREA OF ANY WINDOW. 1 " FLANCzE WE). TRIM L A UNDF:"r C'--IUTE DETAIL. 1/211= P -O" OIX17) i"= 1'-0" (22"X3.4") 0 Q] 4w. HCl L 16 Q) Q) 3 Q.0 Q) Q) � S