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HomeMy WebLinkAbout2431 Waxwing Way 17-3308 (a)LU(07 U Ci E W� 0 O �L UL p 0 � Q9 z3 (S) 9, N Lu -N U4 U �® 4- 3 r LU W 0 p® z �- m Q oLL s® w C14 w ON 0 U® al Q to �o o Q � co Q S Z ��U u., Q N N o � � U J p w I O4-6-12 45 NOTED RDG 2382 0 5HEET5 ANCHOR SPACING TA5LE TO SUIT EQUIP. TURN NO, OF ANCHOR/500=5 LE55 THAN 12' �^4' TTP. SIDES;4 12' - 24" SHT. ANGLE 5RACKET6 24' - 36" ITHREE / 51DE 36" UP 4 5tons 4 UP JFOUR / SIDE OR 2" WIDE 20ga GALV. 5TEEL 5TRAP5 PAD 45OVE 5,45E FLOOD ELEVATION CONDEN5OR 4" TH I CK CONC. PAD - UNIT SEE PLAN FOR UNIT LOCATION 0 REFRIGERANT PIPING TO AIR HANDLING UNIT CONNECT TO UNIT UJ/ #14 SHEET METAL SCREW5 UJ/ G,45<ETED WA5HER5 4 CONNECT TO FAD UJ/ 1/4 "X1 I/4 " TAFCON SCREW OR 3/s" 5OLT, 5EE T45LE FOR QTY. PER 51DE. ANCHOR SPACING TA5LE LENGTH / 51DE NO, OF ANCHOR/500=5 LE55 THAN 12' ONE / 51DE 12' - 24" TWO / SIDE 24' - 36" ITHREE / 51DE 36" UP 4 5tons 4 UP JFOUR / SIDE FOUNDATION NOTES 1, CONTRACTOR VERIFY ALL D IMEN51ON5 ON J05 SITE. 2. E DENOTE5 FILL CELL REINF. UJ/ CONC. UJ/ (1) #5o REBAR. GRADE 00 3. ■ DENOTE5 FILL. CELL REINF. UJ/ CONC. UJ/ (2) #50 RE5AR. GRADE (0 4. DO NOT SCALE PRINT51 CON5TRUCTION TO 5E FROM CALCULATED DIMENSIONS ONLY. ANY D 15CREFANCIE5 OR ERROR5 TO 5E REPORTED PROMPTLY TO 5UFER- Vl50iR FOR CLARIFICATION, 5. WATER NEATER T 4 P RELIEF VALVE SHALL 5E FULL 51ZE TO EXTERIOR'.. WATER HEATER AT OR A50VE FLOOR LEVEL SHALL 5E IN A PAN WITH DRAIN TO EXTERIOR. WATER HEATER SHALL HAVE APPROVED THERMA EXPAN51ON DEVICE. (o. 0 DENOTE5 FLOOR SLA5 OF PLANT MIX CONCRETE 2500 P.5.1, 4" THICiG WITH (oX( 10/10 GAUGE REINFORCING MAT. WITH .00(omm l(o mil) POLYETHYLENE VAPOR 5ARRIER OVER COMPACTED CLEAN FILL. WWF 5HALL 5E PLACED IN MIDDLE TO UPPER THIRD OF 5L,45 AND SUPPORTED ON APPROVED 5LA5 5CL5TER5. *F15ER ME5H REINFORCEMENT MAY 5E U5ED A5 ALTERNATIVE TO WIRE ME5H. I. PAVERS MAY 5E U5ED ILO CONCRETE 6LA55 IN PATIO, PORCH, DRIVE AND WAL<WAY AREA5, DELETE 5LA5 IN AREAS PAVERS ARE USED, S. 1( NEARFOO NOTE #8 D2 NOT USED L _ 1 _ 1 A NATE INC e. MECHANICAL EQUIP. LOCATIONS WILL 5E DETERMINED 5Y COMMUNITY AND COUNTY CODE5. 10, IN LIEU OF TREATING THE 501L, AN ALTERNATIVE TO TERMITE TREATED 501L CAN 5E TEIRMICIDE, 11, 50RA-CARE TO 5E AFPLIEp ON INTERIOR UJALL5 IAUJ MANUFACTURER'S IN5TRUCTION6 AND 5FECIFICATION5, PURSUANT TO CH.482 FLORDA 5UILDING CODE. FOUNDATION FLAN 11 ,411 1/(5" =1'-0" NIXII) 1/4"=l'-0" (22X34) -6 24"X24°X12" CONC, FTG. UJ/ (3) 05'5 E.IJJ. Lu ®E ror 00 w Q) 0. pU ULN 3 N IF- w fu w Q d s� .p �-7; w Q J -)(o 0 ®o Q) u �o Lu 3 Lu > �. �n 0 Lu x N Ej o } z Q) Q) fq N Q cW z Lu � (P iL N_ Q U U f o cn U TABULATION UPi=ER LIVING ---------------- 1,04ro SF, LOWER LIVING---------------- 1,334 SF. TOTAL LIVING----------------- 2,380 SF. GARAGE--------------------- 415 SF, ENTRY PORCH---------------- 99 SF. LANAI ----------------------- 115 SF. FRONT 5ALCONY-------------- N/A &F. REAR 5ALCONY-------------- N/A SF, TOTAL UNDER ROOF 3,012 SF: GENERAL NOTES 1, GONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE, 2. DO NOT SCALE PRINTS! CONSTRUCTION TO SE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMP=TLY TO SUPERVISOR FOR CLARIFICATION. 3. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 31/2" UNLESS NOTED OTHERWISE. 4. ALL EXTERIOR BLOCIG WALL F_)I IEN51ONS TO BE i1/2" UNLESS NOTED OTHERWISE. 5, PULL ALL DIMENSIONS FROM THE REAR OF PLAN, 10211MEM P-1100- M mo . ..... . ......... 5 11411 dO�1 _O�II W " W O �W U �J O' 0 _j Lam® N �DL � 3 SZ N d (6 v Lu U :3 �: z � s� �6 }-' 4 lu S �s W f W z �- o ®� d M Q �Q) O `) LLL Lu 3 o �® w ®> 0d) wLH W w Q3 C >1� Ci Q® z z 3 �® Q 0 Q) Q) O lyz w � Q- 0 N � w I� N pr �-- u73 o � � o cn U 12'-411 1'-4" 3'-8" 101-8" 11'-411 1,2'-0" Li - ---- C3, � ------------- ❑ I I I I CAPSN i I 9'4 GLS. �; \A1�LAI I I L� m g'4 GLC. I o S'-0!/4" 181_ 3411 0 El i 12'-4° II II . _ I I IEl El I I � � A I L_ � L•7 � g'4 CLCD. 1 61 II 1-1 II �II m El El I II - Q I g'4 GLC;x. 00 J'4 CLG. 51 _ 1� / IIn �J t'-�'2 3'_511 3'-511 11 '1/4° C] n II I I LAUND, - ---- u g'4 CLCx. -�--- -I- --i III I I 3 - 3y pO'E FZn .2 n N g'4 CLCD. g14 jx_511 I 2'-1O/II � 3' 511 ��—/1� G f_a3�41 G� I �n �� 11 3/2 11 L 11, u ❑1_..X W IIII III II 7 _� W 1-i 9'4 CLC- . o o a o � g'4 CLCD. Ell 0 I 41 4'-4" V CARAFE l .PC 12'8 CLCD. 'B'4 CLCD. L �I El El El El 201-011 401-011 W " W O �W U �J O' 0 _j Lam® N �DL � 3 SZ N d (6 v Lu U :3 �: z � s� �6 }-' 4 lu S �s W f W z �- o ®� d M Q �Q) O `) LLL Lu 3 o �® w ®> 0d) wLH W w Q3 C >1� Ci Q® z z 3 �® Q 0 Q) Q) O lyz w � Q- 0 N � w I� N pr �-- u73 o � � o cn U LOA INFORMATION NOTE: DOOR FROM N0U5E TO GARAGE MUST PER 5TH EDITION, 2014 FLORIDA 5UILDING BE SELF CLOSING IAW R302.5.1 RESIDENTAIL CODE DEAD LOADS FLOOR: 5TRUCTURE -------------- `1 PSF 382 CEILINGS -------------- 3 PSF MECH/ELEC-------------- 5 PSF PARTITION5-------------- 5 PSF R ,5, WINDOW 5 H DULs SH25 33 1/2" H. X 30" UJ, MIN. NET CLEAR OPENING 5_-1 SOFT TOTAL - - - - - ------20 T- 11".77 ROOF: 5HEATHING-------------- 5 PSF 5TRUCTURE-------------- I PSF CEILINGS -------------- 3 PSF MECH/ELEC-------------- 5 PSF TOTAL -------------- 20 PSF FLOOR LIVE LOADS RESIDENTIAL FLOOR: ------------40 F'5F UNINHABITABLE ATTIC WITHOUT STORAGE: ---------- 10 PSF UNINHABITABLE ATTIC W/LIMITED STORAGE: ------------ 20 P5F ROOMS OTHER THAN SLEEPING ROOM: ------------40 PSF SLEEPING ROOM: ----------30 P5F STAIR LIVE LOAD----------------- 40 PSF ROOF LIVE LOADS MINIMUM ROOF LIVE LOAD (1=SF) TRIBUTARY LOADED AREA (5a, FTJ FOR ANY STRUCTURAL MEM5ER ROOF SLOPE 0-200 201-(o00 OVER (o00 0:12<4:12 20 lro 12 >4 -12 < 12:12 1(o 14 12 >-12 :12 12 12 12 WIND INFO CATION PER 5TH EDITION, 2014 FLORIDA BUILDING RESIDENT,4IL CODE 1, 5A51C WIND 5PEED: ----------- 140 MPH 2, WIND IMPORTANCE FACTOR: --------- N/A 3. BUILDING CATEGORY: --------------- B 4. INTERNAL PRESSURE - - - +/-.18, INCLUDED COEFFICIENT: IN NOTE #5 5. COMPONENT / CLADD ING - - - - - SEE PLAN DESIGN WIND PRE56URE: + I XXX DESIGN WIND PRESSURE IAW FLA XXX RESIDENTIAL GORE, SECTION 8301 NOTE: DESIGN PRESSURES BASED ON BASIC WIND SPEED AND NOT ULTIMATE WIND SPEED GENS AL NOTES 1. PROVIDE RECE55 HOT $ COLD WATER WITH DRAIN ' WASHER 5PACE. 2. VENT DRYER THRU EXTERIOR WALL. 3. PROVIDE COLD WATER LINE FOR ICE MAKER LINE e REF. SPACE, 4. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. AN,r' D 15CREPANC IE5 OR ERROR5 TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION, 5. MECHANICAL EaUII:='MENT LOCATION TO BE DETERMINED BY COMMUNITY' STANDARDS AND APPLICABLE COUNTY CODES. �. DENOTES CONC. BLOCK WALL HGT. e 9'-4" A.F.F. DENOTES CONS. 5LOCX WALL HGT. a 12'-8" A.F.F. 1. REFER TO TT'PIGAL DETAIL SHEET FOR EXTERIOR WALL FINISH SPECIFICATIONS 8. REFER TO DETAIL SHEETS FOR FLASHING REOUIREMENT5 AT ALL WOOD TO 1" iA50NRY INTERFACES 9, ANCHOR THE CONDENSER UNIT TO 5LA5 PER CODE: M 301.3 +13013-1 10. ALL INTER. FIRST FLOOR. CEILINGS AT 9'-4" UNLESS NOTED OTHERWISE. ALL INTER. 5ECOND FLOOR CEILINGS AT FLOOF.,F=LAN UJ/ NOTE5 114 11 9'-0" UNLE56 NOTED OTHERWISE. I I/S" =1'-0" 111X11) 1/4"=P-0" (22X34) DRYER VENT RECESS. PLUMB. aao PR. 5H25 SH25 t 35.3 t 35.3 382 382 SH25 SH25 M N MN X co NOTE: SEE FINAL COLOR SHEET FOR FLOORINCs INFO I C�ENER.AL NOTES 1. CONTRACTOR TO VERIFY ALL DIMEN51ON5 ON J03 SITE, 2. DO NOT SCALE PRINT5! CONSTRUCTION TO 5E FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMi=TLY TO SUPERVISOR FOR CLARIFICATION, 3. ALL INTERIOR FRAME WALL DIMENSIONS TO 5E 31/2" UNLE55 NOTED OTHERUUI5E. 4, ALL EXTERIOR 5LOCK WALL DIMENSIONS TO BE 11/2" UNLESS NOTED OTHERW16E. 5. PULL ALL D IMEN5ION5 FROM THE REAR OF PLAN. A rlMAIEW"1{ ol Uf=f=EfR FL00f;R FLAN l.U/ E>t"IENSION& 11411 I/8"=1' -O" C11X1"1J I/4"=I'_0" (22X34) 14° I I I I I I I 3 -„ S _ 14'-43/4.. la' 11'_111/4' 1 1 40 I 3'-0" 1-0111 9'- .� ;� '`�'0 M.. 1,_4/ ® e0/2 CLCD. - - S'-OY4 -112 3'-�° 3'-5" 3'-5° 3'-i" -1'-43/4" I I 2 m N 1 TT IF ----------------7 I I I I I I I I R.� AM EM. N g' CLCD. — 9' CLCD. TRAY CLCD. I1'-111/4" 13'-1V2° 3. �� -L=E 77 [2' -103/4",3' -(o -1V4"3'-&)/4"3'-43/4 5'-10"14'-3" I I Ii I� LL -2 --------------- __j 401-011 ol Uf=f=EfR FL00f;R FLAN l.U/ E>t"IENSION& 11411 I/8"=1' -O" C11X1"1J I/4"=I'_0" (22X34) LOAF,) INORMAT I ON NOTE: DOOR FROM HOU5E TO GARAGE MUST PER 5TH EDITION, 2014 FLORIDA BUILDING BE SELF CLOSING 1AW R302.5.1 RESIDENTAIL CODE DEAD LOAD5 ROOF: SHEATHING ------------- 5 P5F STRUCTURE -------------- -I PSF CEILINGS -------------- 3 PSF MECH/ELEC-------------- 5 PSF TOTAL --------------20 P5F FLOOR LIVE LOADS RE5IDENTIAL FLOOR: -------- ---40 P5F UNINHABITABLE ATTIC WITHOUT STORAGE: ------------ 10 P5F UNINHA51TA5LE ATTIC W/LIMITED 5TORAGE:------------ 20 P5F ROOM5 OTHER THAN __-________40 F'SF 5LEEPING ROOM: SLEEPING ROOM: ------------30 PSF STAIR LIVE LOAD: ---------------40 P5F ROOF LIVE LOADS MINIMUM ROOF LIVE LOAD (PSF) TRIBUTARY LOADED AREA (SQ. FT.) FOR ANY 5TRUCTURAL MEMBER ROOF SLOPE 0-200 201-(o00 OVER (o00 0:12 < 4:12 20 16 12 >_ 4:12 < 12:12 1& 14 12 > 12:12 12 12 12 WINE:) INPORMAT I ON PER 5TH EDITION, 2014 FLORIDA BUILDING RE5IDENTAIL CODE 1. BASIC WIND SPEED ----------- 140 MPSI 2. WIND IMPORTANCE FACTOR: --------- N/A 3. BUILDING CATEGORY: ---------------'., 4. INTERNAL PRESSURE - - - +/-.18; INCLUDED COEFFICIENT: IN NOTE '5 5. COMPONENT / CLADDING - - - - - SEE PLAN DESIGN WIND PRE55URE: + XXX DESIGN WIND PRESSURE IAW FLA XXX RE5IDENTIAL CODE, SECTION R301 NOTE DE5IGN PRESSURE5 BASED ON 5A51G WIND SPEED AND NOT ULTIMATE WIND SPEED. GENERAL NOTE& 1, PROVIDE RECE55 HOT 4 COLD WATER WITH DRAIN e WA5HER SPACE_ 2_ VENT DRYER THRU EXTERIOR WALL. 3, PROVIDE GOLD WATER LINE FOR ICE MACER LINE 'a REF. 5PACE. 4. DO NOT 5CALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED D IMEN51ON5 ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMf= LY TO SUPERVISOR FOR CLARIFICATION. 5, MECHANICAL EQUIPMENT LOCATION TO BE DETERMINED BY GOMMUNITY STANDARDS AND APPLICABLE COUNTY CODES. DENOTES GONG. BLOCK WALL HGT. 's DENOTES CONC. BLOCK WALL HGT. e 1. REFER TO TYPICAL DETAIL 5HEET FOR EXTERIOR WALL FINISH SPECIFICATIONS 0. REFER TO DETAIL SHEETS FOR FLASHING REaUIRE" fENT5 AT ALL WOOD TO MASONRY INTERFACE5 9, ANCHOR THE CONDENSER UNIT TO SLAB PER CODE: M 301.3 +1301-3.1 10. ALL INTER. FIR5T FLOOR CEILING5 AT 9'-4" UNLESS NOTED OTHERW15E. ALL INTER. SECOND FLOOR CEILINGS AT 9'-0" UNLESS NOTED OTHERW16E, GRE ,5 WINDOW 6CHEDULE 5H3050 33 1/2" H. X 30" W. MIN, NET CLEAR OPENING 5.� 5QFT SH3050 42"H. WALL W1 GLS. ENOL. FULL HGT. GLS. ENCL.. W/ 2/( GLS. DR. TE: 5EE FINAL COLOR SHEET FOR FLOORING INF© r�vvt�:�it<uc,iurqe'K----------- i r5r GEILfNCaS 3 f'SF Q � MECH/ELEC---------- 5 PSF PARTITIONS ------------- 5 F'SF ROOF: SHEATHING ------------- 5 P5F STRUCTURE -------------- -I PSF CEILINGS -------------- 3 PSF MECH/ELEC-------------- 5 PSF TOTAL --------------20 P5F FLOOR LIVE LOADS RE5IDENTIAL FLOOR: -------- ---40 P5F UNINHABITABLE ATTIC WITHOUT STORAGE: ------------ 10 P5F UNINHA51TA5LE ATTIC W/LIMITED 5TORAGE:------------ 20 P5F ROOM5 OTHER THAN __-________40 F'SF 5LEEPING ROOM: SLEEPING ROOM: ------------30 PSF STAIR LIVE LOAD: ---------------40 P5F ROOF LIVE LOADS MINIMUM ROOF LIVE LOAD (PSF) TRIBUTARY LOADED AREA (SQ. FT.) FOR ANY 5TRUCTURAL MEMBER ROOF SLOPE 0-200 201-(o00 OVER (o00 0:12 < 4:12 20 16 12 >_ 4:12 < 12:12 1& 14 12 > 12:12 12 12 12 WINE:) INPORMAT I ON PER 5TH EDITION, 2014 FLORIDA BUILDING RE5IDENTAIL CODE 1. BASIC WIND SPEED ----------- 140 MPSI 2. WIND IMPORTANCE FACTOR: --------- N/A 3. BUILDING CATEGORY: ---------------'., 4. INTERNAL PRESSURE - - - +/-.18; INCLUDED COEFFICIENT: IN NOTE '5 5. COMPONENT / CLADDING - - - - - SEE PLAN DESIGN WIND PRE55URE: + XXX DESIGN WIND PRESSURE IAW FLA XXX RE5IDENTIAL CODE, SECTION R301 NOTE DE5IGN PRESSURE5 BASED ON 5A51G WIND SPEED AND NOT ULTIMATE WIND SPEED. GENERAL NOTE& 1, PROVIDE RECE55 HOT 4 COLD WATER WITH DRAIN e WA5HER SPACE_ 2_ VENT DRYER THRU EXTERIOR WALL. 3, PROVIDE GOLD WATER LINE FOR ICE MACER LINE 'a REF. 5PACE. 4. DO NOT 5CALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED D IMEN51ON5 ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMf= LY TO SUPERVISOR FOR CLARIFICATION. 5, MECHANICAL EQUIPMENT LOCATION TO BE DETERMINED BY GOMMUNITY STANDARDS AND APPLICABLE COUNTY CODES. DENOTES GONG. BLOCK WALL HGT. 's DENOTES CONC. BLOCK WALL HGT. e 1. REFER TO TYPICAL DETAIL 5HEET FOR EXTERIOR WALL FINISH SPECIFICATIONS 0. REFER TO DETAIL SHEETS FOR FLASHING REaUIRE" fENT5 AT ALL WOOD TO MASONRY INTERFACE5 9, ANCHOR THE CONDENSER UNIT TO SLAB PER CODE: M 301.3 +1301-3.1 10. ALL INTER. FIR5T FLOOR CEILING5 AT 9'-4" UNLESS NOTED OTHERW15E. ALL INTER. SECOND FLOOR CEILINGS AT 9'-0" UNLESS NOTED OTHERW16E, GRE ,5 WINDOW 6CHEDULE 5H3050 33 1/2" H. X 30" W. MIN, NET CLEAR OPENING 5.� 5QFT SH3050 42"H. WALL W1 GLS. ENOL. FULL HGT. GLS. ENCL.. W/ 2/( GLS. DR. TE: 5EE FINAL COLOR SHEET FOR FLOORING INF© uu Q � a- O 0 �L LL C� N SL � �4 S � � S Q U- L w u � �o Ci Q � to N � � "' o -7)m 0 Q 0� z �� 0 Q) 1 13 LLul �0 z o � o z uj o> U0 Lu �o Q) d cl P z �T5 -- Q) M � Lu S u L u CA Z � U ly- � o cp U --i g C3) 3" F4L5E "�' PIPES- PROl D PT *=— I A I L 4LUM./VIN'T'L 5OFFI7 "F`t'PON" 5R4CICET 5<Tl4X14 OR EaU,4 3 DETAIL 1"=1'-0" (22X34) EXTI OR FIN 15 NOTE5 1, LATH TO 5E ,4TTACHED 14UJ R-I03.(o.1 OF THE 5TH EDITION, F5CR. 2014 2, PL45TERING TO 5E WITH PORTLAND CEMENT, INSTALLED IAW R103.ro.2 OF THE 5TH EDITION, F5CR. 2014 3. WEEP SCREED TO 5E IN5TALLED 14UJ R103.(o.2.1 OF THE 5TH EDITION, F5CR. 2014 4, UJ,4TER RE515TANT 5,41RRIER TO 5E INSTALLED IAW R103,&3 OF THE 5TH EDITION, F5CR, 2014 5 "ZIP 5't'STEiM5" WALL 5HE4THING M,4T' 5E USED 45 4N ,4LTERN,4TIVE FOR U14LL SHEATHING 4ND V4PO1R 54RRIER, ON EXTERIOR WALL5. 6A 51R4C1«T6 TO DET41L oL E L.19' - 53/4 " /PL.HGT. EL.15'-43/ " /HDR. HGT.7;: EL. 13'-5" /F=LT. HGT. 1X2 SMOOTH FINISH 54ND EL.10'-53/ " /2ND. FN. FL. EL. e'-4" /PLT. HGT. EL. 8'-O" /HDR. HGT. IT 1X(o SMOOTH FINISH 5,4ND — EL: 0'-0" /FIN. FLR. 12 1 6A 88 4 16 --i I - [7F717F- CF- I- F- EL.19'-53/ " /PL.HGT EL.15'-43/4" /HDR. HGT. I -F-F-FJ- \ F , F -F-.1 F 2'-4° 3/5TEXTURED CEMIENTITIOU5 F IN LSH 8" f=fRCNT ELEVATION 11411 I/5"=1' -O" (11X1-1) 1/4"=1'-0" (22X34) OFF -RIDGE ROOF VENTS - REFER TO ATTIC VENTILATION CALCULATION FOR VENT aUANTITI') 12 12 EL.10'-53/ " /2ND. FN. FL. OL EL. e'-4" /FLT. NGT. EL. 0'-0" /FIN. FLR. PIBEi�CsLASS SNINCsLES F/7/ 12 /� 4� �1=I5ERCzLA55 SHINGLES 3/8" TEXTURED CEMENTITIOUS FINISH Af;R ELEVATION 1/011=1'-O" ( 11X1-1) 1/4`=I'-10` ( 22X34) E L.19' - 53/4 " /PL.HGT. EL.1.8'-43/ " /HDR. Hr --;T. 1Xro 5MOOTH FINISH SAND `v EL -10' 4" /2ND. FN. FIS. EL. g'-4" /PLT. HGT. EL. 5'-0" /HDR. HGT. 18"X30" HF.RND. LOUV. VENT UJ/ 1X(o SMOOTH FIN, 54ND 1X5 SMOOTH FINISH 5,4ND EL. 0'-0" /FIN. FLR. -------3/8 TEXT. CEMENTITIOUS FINISH EL.19'-53/4" /PL.HGT. E L.15' - 43/4 " /HDR. HCS. TEXT, GEMENTITIOUS FIN. ON METAL LATH OVER 1/1(" 055. SHEATHING EL.10'-53/4" /2ND. FN4L. /PLT. HGT. EL. 5'-0" /HDR. HGT EL. 0'-0" /FIN. FLR. o® w QUL ®c� Q)x N 73 (S) ,0 w Lu U �® cA r6 S s� LU Q � S W j +' w 'M::), LU Q � z 0 -1 m o '� Ltu �® � � 0 3 N a� Ul ®> 41ui UO �E3 3 �o LQ) ®m CA z LU a� N Cri � N U U eo N N � 0 +- I O [-�L/ I 3/8" TEXTURED CEMENTITIOUS FINISH Af;R ELEVATION 1/011=1'-O" ( 11X1-1) 1/4`=I'-10` ( 22X34) E L.19' - 53/4 " /PL.HGT. EL.1.8'-43/ " /HDR. Hr --;T. 1Xro 5MOOTH FINISH SAND `v EL -10' 4" /2ND. FN. FIS. EL. g'-4" /PLT. HGT. EL. 5'-0" /HDR. HGT. 18"X30" HF.RND. LOUV. VENT UJ/ 1X(o SMOOTH FIN, 54ND 1X5 SMOOTH FINISH 5,4ND EL. 0'-0" /FIN. FLR. -------3/8 TEXT. CEMENTITIOUS FINISH EL.19'-53/4" /PL.HGT. E L.15' - 43/4 " /HDR. HCS. TEXT, GEMENTITIOUS FIN. ON METAL LATH OVER 1/1(" 055. SHEATHING EL.10'-53/4" /2ND. FN4L. /PLT. HGT. EL. 5'-0" /HDR. HGT EL. 0'-0" /FIN. FLR. o® w QUL ®c� Q)x N 73 (S) ,0 w Lu U �® cA r6 S s� LU Q � S W j +' w 'M::), LU Q � z 0 -1 m o '� Ltu �® � � 0 3 N a� Ul ®> 41ui UO �E3 3 �o LQ) ®m CA z LU a� N Cri � N U U eo N N � 0 +- I O EXTEi�lOfR FINI,5NOTE5 L LATH TO BE ATTACHED IAUJ 8103.6.1 OF THE 5TH EDITION, FBCR. 2014 2, PLA5TERING TO BE WITH PORTLAND CEi LENT, INSTALLED IAUJ 8703./0.2 OF THE 5TH EDITION, FBCR. 2014 3. WEEP SCREED TO BE IN5TALLED IAUJ R103,6,2.1 OF THE 5TH EDITION, FBCR. 2014 4. LATER RE515TANT BARRIER TO BE INSTALLED IAUJ R-103.0.3 OF THE 5TH EDITION, FBCR. 2014 5 "ZIP 5�'STE1" I5" UJALL SHEATHING MA'' BE USED AS AN ALTERNATIVE FOR WALL SHEATHING AND VAPOR BARRIER, ON EXTERIOR UJALLS. EL I'9'-83/" /FL -H o,ELJ5'-4%" /HDR TEXT. CEMENTI ON METAL LATH C 055, SHEATHING FIBERGLASS SHIN OLEL 10' -83!T/2ND. L. el -4" /PLT, ,i, EL. 8'-O" /HDR. EL.19'-S3/4" /f 4' OFF RIDGE ROOF VENT FIBERGLASS 14, ,r,EL.10' -03/4" A EL. 0'-0" /FIN. F -/g i =^ i u�=v �. =l i=iN i i i ivua LEFT E 11411 FIN15H (IIXII) 1/4" =1'-0" (22X34) OL EL. 01 -0" /F -/8 �:_^ I uL-s k -. I-- I I �-- IN I I I ivu1-2 fRIG;ST L V A T I 11,411 F N SH 1/S" =1'-O" (11X10 1/4" =1'-O" (22X34) ..HGT. -a3/411 /F'L.HGT. -43/4" /HDR. H! * 0 /F'L. HGT. -83/a." /2ND. FN. F- -4" /FLT, HGT. -0" /HDR. HGT.. 1411, �)'-O" /FIN. FLR.4 R. HG IV ENTITIOUS FIN. TH OVER 1/1(o" NG SHINGLES J1D. FN�L. R. HGT 1. FLR. W w �(L 0UL® �® N - +y � N sx (j) ,d N W u � Q) 45 lu f w - C � o ®o N O FJ U,® W LU LIJ LU Ci z (L OL - D ua (L o N � U � n/ � LFn. N ll-- N O 1: A O 2 r4 M C r4 W W LAV. W E:]L-j F -I0 W , II REF. IE:l W _ 1 MC w W - - m 2 r4 M C r4 W W LAV. W E:]L-j F -I0 lNTEfRl0fP-, ELEVATION5 I/8„=1'-0” C11XII) I/4`=1' -(d" (22X34) NOTE: INTERIOR ELEVATIONS ARE CONCEPTUAL ONLY. SEE CABINET SHOP DRAUJINCzS FOR FINAL VERIFICATION. II,.� 1 r---7 1 , `a '49' j=== I I '' I 'I 1/411=1'-0" (I1X17) 1/2"=1'-O" (22X34) ENCS. UJD, FLOOR 24" ©.G. :DOER- ATTACH UJ/ L& a ro " O.C. HANDRAIL R311.1.8, 5TH EDITION - FBCR (2014) 34"-38" ABV. TREAD NOSING ON OF'FPOSITE WALL P" ACH U)/ 126 CUT NAILS ' (oO.C. MIRR. coxoxolol W 1 MC w W - LAV. lNTEfRl0fP-, ELEVATION5 I/8„=1'-0” C11XII) I/4`=1' -(d" (22X34) NOTE: INTERIOR ELEVATIONS ARE CONCEPTUAL ONLY. SEE CABINET SHOP DRAUJINCzS FOR FINAL VERIFICATION. II,.� 1 r---7 1 , `a '49' j=== I I '' I 'I 1/411=1'-0" (I1X17) 1/2"=1'-O" (22X34) ENCS. UJD, FLOOR 24" ©.G. :DOER- ATTACH UJ/ L& a ro " O.C. HANDRAIL R311.1.8, 5TH EDITION - FBCR (2014) 34"-38" ABV. TREAD NOSING ON OF'FPOSITE WALL P" ACH U)/ 126 CUT NAILS ' (oO.C. C� Ix8 CAF CA&ING 2x4 a 24" O.C. 50TTOM F'LATE SNEETROCK DETAIL -1/2 UJALL 1/2"=1'-O" 111X1 -f) 1"=1' -0" (22X34) 4X4 POST ROUTED 8 TAPERED TOP 2X4 TOP RAIL 2X2 SPINDLE 4" O.G. 2X(o KICK PLATE UJD, MOLDING F,)ETAlL=0f=T. fRAL 1/2"=1'-D' (IIXII) I"=1'_O" (22X34) . . . . . . . . . . . .. .... ...... FIBERCsLASS SHINC4LE5 16" FRE -ENG. UJD. TRUSS 5*'5TEM a 24" O.C. R-30 INSULATION EL 1 "G3%4" /F'LT. HGTi. EL. IV -43/4" /HDR. HC*C. -- V EL. ll' -4 /FLT, HGT. EL. 9'-4" /FLT, H-�T. EL. a' -O" /HDR. HGT. EL. 0'-0" /FIN. FLR. MIRR. W MC w W - LAV. N e � ET] C� Ix8 CAF CA&ING 2x4 a 24" O.C. 50TTOM F'LATE SNEETROCK DETAIL -1/2 UJALL 1/2"=1'-O" 111X1 -f) 1"=1' -0" (22X34) 4X4 POST ROUTED 8 TAPERED TOP 2X4 TOP RAIL 2X2 SPINDLE 4" O.G. 2X(o KICK PLATE UJD, MOLDING F,)ETAlL=0f=T. fRAL 1/2"=1'-D' (IIXII) I"=1'_O" (22X34) . . . . . . . . . . . .. .... ...... FIBERCsLASS SHINC4LE5 16" FRE -ENG. UJD. TRUSS 5*'5TEM a 24" O.C. R-30 INSULATION EL 1 "G3%4" /F'LT. HGTi. EL. IV -43/4" /HDR. HC*C. -- V EL. ll' -4 /FLT, HGT. EL. 9'-4" /FLT, H-�T. EL. a' -O" /HDR. HGT. EL. 0'-0" /FIN. FLR. MECHAN I CAL. /GENE RAL_ NOTES PER 5TH ED. 2014 FLA 5LD. CODE -RESIDENTIAL I.) COMPLETE DUCT DESIGN W/ SIZES 4 R -VALUE COMPLI'ING W/ THE FLORIDA ENERGY ' EFFICIENC~T' CODE FOR 5UILDING CONSTRUCTION 610.1 A5C.1 2.) SUFFICIENT SPACE SHALL 5E PROVIDED ADJACENT TO THE MECHANICAL COMPONENTS TO ASSURE ADEQUATE ACCESS FOR: A) CONSTRUCTION AND SEALING, AND 5) SECTION MI&O1 PER THE F5CR 2014 5TH ED. 3.) AIR CONDITIONING SYSTEM SHALL 5E COMPLETELY 5ALANCED. ALL ROOMS ISOLATED FROM THE RETURN AIR SHALL 5E PROVIDED WITH MEANS TO COMPLY WITH SECTION M1602 OF THE F5CR CODE 2014 5TH EDITION. 4.) IAW NEC 2011- 210.12 -ALL i5A OR 20A, 120V 5RANCH CIRCUITS THAT SUPPLI' OUTLETS IN DWELLING UNITS- FAIMLY RMS, DINING RMS, LIVING RMS, PARLORS, LIBRARIES, 5EDROOMS DENS, CLOSETS, SUNROOMS, RECREATION RMS, HALLWAYS OR SIMILAR AREAS SHALL 5E PROTECTED 5�r' A LISTED AFCI DEVICE OF THE COMBINATION TYPE. 5.) IAW NEC 2011- 406.11, ALL 15A AND 20A, 125V RECEPTACLES SHALL 5E LISTED AS TAMPER RESISTANT. (o.) SMOKE ALARMS SHALL 5E IN ALL SLEEPING AREAS, SHALL 5E INTERCONNECTED, SHALL 5E WITHIN 1' TO 3' OF PEAK 4 SHALL 5E 3' FROM THE SUPPLY OR RETURN AIR STREAM 4 EQUIPPED W/ A BATTERY BACKUP. ALARMS MAT NOT 5E CONNECTED WHERE ALARMS ARE WIRELESS 4 ALL ALARMS SOUND UPON ACTIVATION IAW F5CR R3143 4 R314.4. MODELO TO 5E USED ON THIS J05 TO 5E: BRK: SMOKE -91208, C/O- SC9120B KIDDE SMOKE -210075$1, C/O 21006377-N 1.) ALL WATER HEATERS HAVING AN IGNITION SOURCE TO BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS MINIMUM 10 A50VE GARAGE FLOOR UNLESS WATER HEATER IS LISTED AS FLAMMA5LE VAPOR IGNITION RESISTANT, IAW F5CR 2014, 5TH ED, P2801.( S.) ALL EQUIPMENT 4 APPLIANCES, INCLUDING WATER HEATERS HAVING AN IGNITION SOURCE TO 5E ELEVATED SUCH THAT THE SOURCE OF IGNITION IS MINIMUM 18" A50VE GARAGE FLOOR UNLESS IT IS LISTED AS FLAMMA5LE VAPOR IGNITION RESISTANT. IAW F5CR 2014, 5TH ED. 9.) THE TOTAL LENGTH OF VENTING FOR DRYER TO 5E: 5-0A MAXIMUM ELECTRICAL LE ND 0 SINGLE POLE SWITCH $3 THREE WAY SWITCH OUTLET 110-115 OUTLET 110-115, SPLIT WIRED OUTLET 110-115, W/ U55 0 OUTLET 110-115, CEILING MOUNTED 0 OUTLET 110-115, FLOOR MOUNTED 0 220-240, SPECIAL PURPOSE OUTLET LIGHT FIXTURE, CEILING MOUNTED LIGHT FIXTURE, WALL MOUNTED ® LIGHT FIXTURE, RECESSED 0M RECESSED EYEBALL, ADJUSTABLE LAMP HOLDER W/ PULL CHAIN FLUORESCENT FIXTURE 4� FLOODL IGHTS T TELEVISION OUTLET T TELEPHONE OUTLET Q INTERCOM en CHIMES IN SMOKE DETECTOR cM CAR50N MONOXIDE DETECTOR Q PUSH SUTTON ® EXHAUST FAN -��- EXHAUST FAN / LIGHT COM50 QU�cc DISPOSAL i-.. DISCONNECT SWITCH ELECTRICAL PANEL 0 CEILING FAN, INSTALLED CEILING FAN, PREWIRED Q] JUNCTION BOX 0571 DIGITAL THERMOSTAT ELECTRICAL R15ER DIAGRAM NOTE: N.T.S. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICA5LE PROV15IONS OF THE NATIONAL ELEC. CODE 250.52(4)(1) TO ((o ), LOCAL CODES, AND THE LOCAL POWER COMPANY. 2011 NEC 250.52 (A)(3) (3) Concrete -Encased Electrode. A concrete -encased electrode shall consist of at least 6.0 m (20 ft) of either (1) 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. (L2 in.) in diameter, installed in one continuous +6.0 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. ELECTfRICAL PLAN 11411/11C11/111DII 1/5"=1'-O" (11X11) 1/4"=1'-0" (22X34) NOTE_ SEE FINAL COLOR SHEET FOR TV, FANS 4 PHONE LOCATIONS W p U WQ� 0� 0o o� J1L�L � o �Q Z3 d)Q sv -6 co F to w LL v uu U d) Q NZ �Q Q W Q � 0 00 Q s0 w Z o 00 I- 0 pj LU V �3 (L a a� Z o - 3 Q) 0 3: S Q � U n 0 - LU o ;n � O _ LA ME CHAN I CAL /GENE RAL NOTES SEE FINAL COLOR SHEET FOR TV, FANS 4 PHONE LOCATIONS PER 5TH ED, 2014 FLA ESLD. CODE -RESIDENTIAL U) AKE WF'. #4/0 ALUM. S.E.R. c� U 1.) COMPLETE DUCT DESIGN W/ SIZES 4 R -VALUE p� BREAKER 2004-M,AIN SNEAKER 15R CL us COMPLYING W/ THE FLORIDA ENERGY EFFICIENCY a � W w 0 NI INSIDE PANEL Co o CODE FOR BUILDING CONSTRUCTION 610.1 A5C.1 _j j < LLW METER �Z3 °� W # 8 RMX TO RNG. W se 0 00C CN 00 10/TO DRYER Q)M 2.) SUFFICIENT SPACE SHALL 5E PROVIDED of �OL A TO 2 0 0 ADJACENT TO THE MECHANICAL COMPONENTS TO JOB 2382 SHEET OF SHEETS LJL 0 ASSURE ADEQUATE ACCESS FOR: 6 SECONDARY A//CC A/H T�3.D. . A) CONSTRUCTION AND SEALING, AND �Q FEED 5Y # 14 FOR, LIGHT 5) SECTION M1601 PER THE F5CR 2014 5TH ED. UTILITY CO. AND PWR Li NTERIOR 3.)Ai R CONDITIONING SYSTEM SHALL 5E PANEL COMPLETELY 5ALANCED. ,ALL ROOMS ISOLATED � Q FROM THE RETURN AIR SHALL 5E PROVIDED �s = INTERSYSTEM 5OND ING WITH MEANS TO COMPLY WITH SECTION M1(o02 OF TERMINATION THE F5CR CODE 2014 5TH EDITION, 5OND 04 5AiRE COOPER WIRE TO FOUNDATION STEEL AS PER 2011 N.E.C. 4.) IAW NEC 2011- 210.12 -ALL 15A OR 20A, 120V 250.52(3) w 5RANCH CIRCUITS THAT SUPPLY OUTLETS IN ELECTRICAL. RISER DIAGRAM DWELLING UNITS- FAIMLY RMS, DINING RMS, LIVING U4 �0 R„IS, PARLORS, L11 RARIES, BEDROOMS DENS, LEC N.T.S. ELECTRICAL MATERIALS AND INSTALLATIONS SH,4LL E CLOSETS, SUNROOMS, RECREATION RMS, N J GOMPLI' UY APPLICABLE PROVISIONS OF THE NATIONAL HALLWAYS OR SIMILAR AREAS SHALL 5E ELEC. CODE 250.52(AXI) TO (6), LOCAL CODES, AND S 45 9 PROTECTED 5Y A LISTED AFCI DEVICE OF THE THE LOCAL POWER COMPANY. COMBINATION TYPE. .;5 s 5.) IAW NEC 2011- 406.11, ALL 15A AND 20A, 125V RECEPTACLES SHALL 5E LISTED AS TAMPER w a RESISTANT. 2011 NEC 250.52 (A)(3) 6.) SMOKE ALARMS SHALL 5E IN ALL SLEEPING Concrete -Encased Electrode. A concrete -encased � AREAS, SHALL 5E INTERCONNECTED, SHALL 5E 0 WITHIN 1' TO 3' OF PEAK 4 SHALL 5E 3'FROM I THE electrode shall consist of at least 6.0 in (20 ft) of either SUPPLY OR RETURN AIR- STREAM 4 EQUIPPED W/ (1) or (2): A 5ATTERY BACKUP. ALARMS MAY NOT BE 1 One or more bare or zinc galvanized or other electrically CONNECTED WHERE ALARMS ARE WIRELESS ALL ALARMS SOUND UPON ACTIVATION I AW F5CR conductive coated steel reinforcing bars or rods of R314.3 4 R314.4. MODEL# TO BE USED ON THIS not less than 13 mm (0 in.) in diameter, installed in J05 TO 5E: BRK: SMOKE -9120B, C/O- SC9120B- one continuous 6.0 m (20 ft) length, or if in multiple KIDDE; SMOKE -21007581, C/O 21006377 N pieces connected together by the usual steel tie wires,: 7.) ALL WATER HEATERS HAVING AN IGNITION exothermic welding welding, or other effective means SOURCE TO 5E ELEVATED SUCH THAT THE tt6( ) or leng o create a .0 m 20 ft length; or g SOURCE OF IGNITION 1S MINIMUM 18" A50VE GARAGE FLOOR UNLESS WATER HEATER IS (2) Bare copper conductor not smaller than 4 AWG LISTED AS FLAMMABLE VAPOR IGNITION Metallic components shall be encased by at least RESISTANT. IAW F5CR 2014, 5TH ED. 1=28OlAo 50 mm (2 in.) of concrete and shall be looted horizontally 8.) ALL EQUIPMENT 4 APPLIANCES, INCLUDING Within that portion of a concrete foundation WATER HEATERS HAVING AN IGNITION SOURCE TO or footing that is in direct contact with the earth or 5E ELEVATED SUCH THAT THE SOURCE of FLOOR within vertical foundations or structural components. IGNITION IS MINIMUM 15 A50VE GARAGE UNLESS IT IS LISTED AS FLAMMABLE VAPOR or members that are in direct contact with the earth. IGNITION RESISTANT. I AW F5CR 2 014, 5TH ED. If multiple concrete -encased electrodes are present at g.) THE TOTAL LENGTH OF VENTING FOR DRYER a building or structure, it shall be permissible to band TO 5E: 6-0° MAXIMUM only one into the grounding electrode system. LCTRf CAL= LEGEND $ SINGLE POLE SWITCH THREE WAY SWITCH OUTLET 110-115 OUTLET 110-115, SPLIT WIRED d OUTLET 110-115, W/ USB 0 OUTLET 110-115, CEILING MOUNTED 0 OUTLET" 110-115, FLOOR MOUNTED ® 220-240, SPECIAL PURPOSE OUTLET LIGHT FIXTURE, CEILING MOUNTED }} Y LIGHT FIXTURE, WALL MOUNTED ® LIGHT FIXTURE, RECESSED [M RECESSED EYE5ALL, ADJUSTABLE PC - - LAMP HOLDER W1 PULL CHAIN FLUORESCENT FIXTURE 4:!�, FLOODL IGHTS „S TELEVISION OUTLET „V TELEPHONE OUTLET Q INTERCOM ® CHIMES 0 SMOKE DETECTOR cM CARBON MONOXIDE DETECTOR Q PUSH SUTTON O EXHAUST FAN -i�- EXHAUST FAN / LIGHT COM50 DISPOSAL .O �1..,,. DISCONNECT SWITCH ELECTRICAL PANEL CEILING FAN, INSTALLED ® CEILING FAN, PREWIRED FLOOfR T I C D JUNCTION BOX _ELEC ® DIGITAL THERMOSTAT i S" =1'-O° NIXII) 1/4"=1'-0° (22X34) SEE FINAL COLOR SHEET FOR TV, FANS 4 PHONE LOCATIONS BY U) � c� U 2 — i p� ED CL us Cr.. a � W w 0 Z Co o 9 v. _j j < LLW �Z3 °� W _jW W se 0 00C CN 00 00 Q)M W of �OL 0 0 DRAWN RDC JOB 2382 SHEET OF SHEETS LJL 0 6 �Q 6Q) M C)_� � Q �s w �0 U4 �0 Q Q-3 N J � � +- S 45 9 .;5 s w a � � 0 00 SEE FINAL COLOR SHEET FOR TV, FANS 4 PHONE LOCATIONS �1 REVOM BY N � 0 c� U 2 — i @ �1 REVOM BY 12-01-114 RDC cv ED CL us Cr.. a � W w 0 Z Co o 0 _j j < LLW °� W _jW W se 0 00C CN 00 00 � W of noW DATE 04-6-12 SCALE AS NOTED DRAWN RDC JOB 2382 SHEET OF SHEETS U)LU N W�� Q ®� O �® MQ �3 S Q� II- _ Q) U '7(3 •E N Q ,o N u► M LU d) — .}, Q �3 d S � F- *' LU LU -F- w •� � :7)m Q 00 z ci ca w 0Q) I.- 6 Q ®} n Up R� no Q)Q) o Q 0 3 �13 2 n 5 o. o a J � O o ATTIC VENTILATION CALCULATIONS PER F5C2014 5TH EDITION R80(oMIN. 40% - MAX. 50% OF REQUIRED VENTILATION TO BE IN UPPER PORTION OF ATTIC SPACE AND THE BALANCE TO BE IN LOUDER PORTION (EAVES). THE MINIMUM NET VENTILATION AREA SHALL BE 1/150 OF VENTED SPACE: TOTAL VENTED SPACE: 1961S.F. = 6.548F NET FREE 300 REQUIRED UPPER PORTION VENTILATION TOTAL: 3.278F PROVIDED W/OFF RIDGE VENTS: 3 VENTS 15) .97S.F. /VENT. (TILE: O"HAGIN MODEL "5", SHINGLE: LOMANCO 110-D) LOUDER PORTION VENTILATION TOTAL: 7.548F PROVIDED W/SOFFITS 6 EAVE:86.67L.F.e 0.0878F \/ENTING/L.F: UPPER PORTION PERCENTAGE: 440% LOUDER PORTION PERCENTAGE: 577. NOTES 1, T*'PIC,4L ROOF GABLE OVERHANG TO BE 12" UNLESS OTHERUJ15E NOTED. 2. TYPICAL ROOF EAVES OVERHANG TO BE 12" UNLESS OTHERW15E NOTED. 3, PROVIDE AND INSTALL FLASHING AND ROOF INCA A5 PER NATIONAL ROOFING AND SHEET METAL ASSOC. STANDARDS AND/ OR ,ACCEPT,48LE INDUSTRY'' PRACTICE AND IN ACCORDANCE WITH THE 5TH EDITION (2014) FLORIDA RESIDENTIAL CODE. 4. ALL ROOF TRU56E5, GIRDERS, BEAMS, HEADERS, ETC, TO BE SIZED BY TRU55 MANUFACTURER OR FL, REG. ENG, 5, TRu55E5 SHALL BE BRACED TO PRE - VENT RE -VENT ROTATION 4 PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE REQUIREI" 1ENT5 SPECIFIED IN THE CONSTRUCTION DOCUMENTS FOR BU f LD INCA 4 ON THE INDIVIDUAL TRU55 DESIGN DRAWINGS. IN THE ABSENCE OF SPECIFIC BRACING REQUIREMENT5, TRUSSES SHALL BE BRACED IN ACCORDANCE WITH TPI /UJTCA 5C51 1. (o. REFER TO TRU55 MANUFACTURER'5 DRAWINGS FOR TRUSS PLACEMENT 4 TRU55 TO TRUSS CONNECTIONS. i. SHINGLE ROOF: UNDERLAY 'MENT TO BE INSTALLED IA,U F5C;R 2014, 5TH EDITION R`305.2.7. 2NE:), FLOOfR TRU55 1/8"=1'-O" (IIXII) 1/4" =1'-0" (22X34) Lu Q o� �(L 0 �o fl F �DL Q)Q) t� �Q) sQ) V to _ Q� ,o lu U �® Lu Lu to O �p (Y - LL LL �® Lu z oLu S o 0>I U® w Lu Lli a Q� a jj n � � .0 a n N J � n � � � O FLOOR ROOF DECKING 24" O.G. (IF APPLIES) PRE -ENG. BUD. FLOOR FOLLOW DETAIL W2/D4 24" O.G. (IF APPLIES) FOR TOP OF WALL klxx DBL. 2X TOP LAE DPL 2X TOP PLATE 4� EA PLT TO CiZIPP E TO H052 (2) N�TS20 2X (RIP � 1�" O.G. (2) 126'5 a 15TTM. FLT. TO EACH TRUSS � .POST TO LCL 2X4 BLOCKfNG-z U1/ 2-126 PRE -ENG. WD. GIRDER TRU55 OR 51NGLE PLY TRUSS PRE -ENG., UJD. GIRDER 3/4" PL' UWD. SUB-FLR. STRUCTURAL SHEATHING TRUSS OR WE). BEAM ATTACHED PER NAILING SCHEDULE- 5EE DETAIL 1/D5 2 2X8 HEADER UJ/ 1/2' \xxx PLYLD. FLITCH PLATE PRE -ENG. WD. (5P,4N UP TO (') U.N.O. TRUSSES P05T PER PLAN L2 2X12 HEADER UJ/ 112" PLYWD. FLITCH PLT. (5PAN5 (o' TO 12') U.N.O. FE TSI DBL. 2X FULL LENGTH 4)1/2"=1'-O° (11X1-1) 1"=1'_0" (22X34) STUDS FOLLOW DETAIL W2/D4 ROOF DEC,<ING DBL, 2X HEADER STUDS ( 5GL. HDR. FOR TOP OF WALL STUD FOR SPAN (o' 98 (2) 126'5 a STTM. PLT. POST TO SLAP OR LESS, U.N.D. ) TO EACH TRU56 2X STUDS s I(o" O.C. PRE -ENG. WD. GIRDER 2X4 BLOCKING W1 2-1262X P.T. SOLE TRUSS 1O.G. PLATE 3/4" PLYUJD. SU5-FLR. 2X E'.T. SOLE PLATE p c J PRE -ENG, WOOD - TRU55E5 a 24"0.C. STRUCTURAL SHEATHING p ATTACHED PER NAILING ° SCHEDULE- SEE DETAIL x zi I u� REINFORCED CONC. FTG, SEE FOUNDATION PLAN 1/2"4) ANCHOR BOLT W/ 2" ' 1/2`0 ANCHOR BOLT UJ/ 2" WA5HER- 'a 32" O.C. MAX i i i i W,45HER- e 32" O.C. MAX L MINIMUM -f EMBED. L � � MINIMUM -I" F= ISED. f L _7 L _7 L _7 L _7 HANGER BY TRUss IL TA < �/� � L• I � I MANUFACTURER T A I ( , UJ, L, 9 �DETA 2 1 � ARG PL.fT) (11X1-1) 1"=1'-o" (22X3.4) �4 1/2"=1'-O" (11X1 -I) 1"=1'-0" (22X34) 1/2"=1'-O" (11X10 1"=1'-0" (22X34) 14 1/2"=1'-O" (11X11) 1"=1'-O" (22X34) FOLLOW DETAIL W2/F-)4ROOF DECKING FOLLOW DETAIL W2/D4 ROOF DECKING PRE -ENG. GIRDER FOR TOP OF WALL FOR TOP OF WALL TRUSS PRE -ENG. WD. GIRDER TRUSS OR WD, SEAM (2) 126'5 -w BTTM. PLT. xx (2) 126'5 a BTTM. PLT. TO EACH TRUSS TO EACH TRUSS 2X4 SLOCI<f NG UJ/ 2-126 2X4 PL I<I Ul 2 -126 4S (2) a POST e 1 0, C', PRE -ENG. UJD. GIRDER TO LUL LVL TRUSS D5L. TOP f=LT.---/ 3%." PLYUJD. 6U5-FLR. �� 3/4" PL�'lllD. SUB-FLR. 6TRUGTURAL SHEATHING PRE -ENG. WOOD � POST ATTACHED PER NAILING TRUSSES � 24"D.C. 6TRUCTURAL SHEATHING _ 3� TO TRUSS 6CHDULE- SEE DETAIL ATTACHED PER NAILING 1/D5 SCHEDULE- SEE DETAIL PRE -ENG. WD. FLOOR DBL. 2X rOP 1/D5 TRUSSES o@24" O.C. PLATE PRE -ENG, WD. PRE -ENG. WD. TRUSSES D5L, 2X TOP TRU56E5 o 24° O.C. PLATE __..._.2X'5 e 16" O.G. 4X8 P.L. P05T ED E TAIL HANGER BY TRUSS 4"X -4l" f=SL EEA I L 1'"1ANUF,4CTURER 10T MID -WALL SLocKING P05T 1/2"=1'-O" (11X17) 1"=1'_0" (22X34) 4 1/2"=1'-O" (11X10 1"=1'-0" (22X34) FOLLOW DETAIL W2/D4FOLLOW DETAIL W2/h4 OCKINCz R P ROOF DEROOF DECKING ATTACH PSL TO FOTOOF WALL FOR TOP OF `WALL SLOPi=lNC:; TOP 1/2"0 ANCHOR BOLT UJ/ 2" CHORD OF 3/4" -I1 PLYWOOD 81 S POST TO WASHER- e 32' O.C. MAX TRUSS UJ/ 5U5 -FLOOR 5LA5 2X P.T. (2) 126'5 a BTTM. PLT. (2) 126'6 oo 5TT1" I. PLT. MINIMUM i" EMBED. 0 SOLE TO EACH TRUSS TO EACH TRUSS 2X4 BL KI / 2-126 o PLATE 1(o" O.C. 2'X P.T. SOLE PRE -ENG. WD. GIRDER PLATE FROM BLOCKING TRU55 31 3/4" PL T WD. 5U5-FLR. TO EA, STUD 314" PLYu7D. 5U5-FLR, STI�UCTUiZAL SHEATHING Kf 2X4 BLOCNG W/2-126 ATTACHED NAILING NAILIN TOE-NAILED ON EA. END SCHEDULE- 6EE DETAIL • 1/D5 ° PRE - ENG. WD. TRUSSES PRE - ENG. UJD. PRE -ENG. UJD. TRU55E5 PRE - ENG. GIRDER OR LVL 24" O.G. TRU55E6 a 24" O.C. 50L ID 5LOCK.ING RE INFORCED REINFORCED CONC. FTG. UNDER COLUMN CONC, FTG, 6EE SEE FOUNDATION PLAN FOUNDATION PLAN HANGER 51' TRU66 EDETAIL [D E T A f IL MANUFACTURER Af 18 �41/211=1'-O" (11X1`1) 1"=1'-0" (22X34) Q4,)1/211=1'-0" NIXII) 1"=1'_O" (22X34) 14 1/2"=1'-0 (11X1-1) I"=1'-0" (22X34) ��_ �4 1/2 1 0 (11X1�i) 1 1 O (22X34) 14 1/2 -1 O (11X1 -f) ]"=P-0" 022X34 RE w12- 6 o �� (L 0 �0 —JN LL Q N � z F � � I t� j � � 1 Q� X = t Lu U Lu Q �s w —� o �® m w o o� w v� Lu e N V CL _ ) c z �Wc- p (s) D,4' Lu w � N w � N o 5HE SII ;J A 2X CRI1=PLE5 41 O.C. EA. STUD 81 TO TDP PLATE 2 2X8 HEADER UJ/ FLYWD. FL ITCH PLATE (SPAN UP TO &') U.N.O. 2 2X12 HEADER W/ 1/2" PLYWD. FLITCH PLT. (5PAN5 &' TO 12') U.N.O. 45 e EA. HEADER TO HDR. STUDS DPL, 2X FULL LENGTH 5TUDS DSL, 2X HEADER 5TUD5 ( SGL. HDR. STUD FOR SPAN (o' OR LE55, U.N.O. ) 2X 5TUD5 a 16" O.C.— 2X P.T. SOLE 1 -LAT 81 Is EA. STUD TD SOLE PLATE SEE FOUNDATION PLAN 1/2"4) ANCHOR BOLT W/ 2" ' 1/2`0 ANCHOR BOLT UJ/ 2" WA5HER- 'a 32" O.C. MAX i i i i W,45HER- e 32" O.C. MAX L MINIMUM -f EMBED. L � � MINIMUM -I" F= ISED. f L _7 L _7 L _7 L _7 HANGER BY TRUss IL TA < �/� � L• I � I MANUFACTURER T A I ( , UJ, L, 9 �DETA 2 1 � ARG PL.fT) (11X1-1) 1"=1'-o" (22X3.4) �4 1/2"=1'-O" (11X1 -I) 1"=1'-0" (22X34) 1/2"=1'-O" (11X10 1"=1'-0" (22X34) 14 1/2"=1'-O" (11X11) 1"=1'-O" (22X34) FOLLOW DETAIL W2/F-)4ROOF DECKING FOLLOW DETAIL W2/D4 ROOF DECKING PRE -ENG. GIRDER FOR TOP OF WALL FOR TOP OF WALL TRUSS PRE -ENG. WD. GIRDER TRUSS OR WD, SEAM (2) 126'5 -w BTTM. PLT. xx (2) 126'5 a BTTM. PLT. TO EACH TRUSS TO EACH TRUSS 2X4 SLOCI<f NG UJ/ 2-126 2X4 PL I<I Ul 2 -126 4S (2) a POST e 1 0, C', PRE -ENG. UJD. GIRDER TO LUL LVL TRUSS D5L. TOP f=LT.---/ 3%." PLYUJD. 6U5-FLR. �� 3/4" PL�'lllD. SUB-FLR. 6TRUGTURAL SHEATHING PRE -ENG. WOOD � POST ATTACHED PER NAILING TRUSSES � 24"D.C. 6TRUCTURAL SHEATHING _ 3� TO TRUSS 6CHDULE- SEE DETAIL ATTACHED PER NAILING 1/D5 SCHEDULE- SEE DETAIL PRE -ENG. WD. FLOOR DBL. 2X rOP 1/D5 TRUSSES o@24" O.C. PLATE PRE -ENG, WD. PRE -ENG. WD. TRUSSES D5L, 2X TOP TRU56E5 o 24° O.C. PLATE __..._.2X'5 e 16" O.G. 4X8 P.L. P05T ED E TAIL HANGER BY TRUSS 4"X -4l" f=SL EEA I L 1'"1ANUF,4CTURER 10T MID -WALL SLocKING P05T 1/2"=1'-O" (11X17) 1"=1'_0" (22X34) 4 1/2"=1'-O" (11X10 1"=1'-0" (22X34) FOLLOW DETAIL W2/D4FOLLOW DETAIL W2/h4 OCKINCz R P ROOF DEROOF DECKING ATTACH PSL TO FOTOOF WALL FOR TOP OF `WALL SLOPi=lNC:; TOP 1/2"0 ANCHOR BOLT UJ/ 2" CHORD OF 3/4" -I1 PLYWOOD 81 S POST TO WASHER- e 32' O.C. MAX TRUSS UJ/ 5U5 -FLOOR 5LA5 2X P.T. (2) 126'5 a BTTM. PLT. (2) 126'6 oo 5TT1" I. PLT. MINIMUM i" EMBED. 0 SOLE TO EACH TRUSS TO EACH TRUSS 2X4 BL KI / 2-126 o PLATE 1(o" O.C. 2'X P.T. SOLE PRE -ENG. WD. GIRDER PLATE FROM BLOCKING TRU55 31 3/4" PL T WD. 5U5-FLR. TO EA, STUD 314" PLYu7D. 5U5-FLR, STI�UCTUiZAL SHEATHING Kf 2X4 BLOCNG W/2-126 ATTACHED NAILING NAILIN TOE-NAILED ON EA. END SCHEDULE- 6EE DETAIL • 1/D5 ° PRE - ENG. WD. TRUSSES PRE - ENG. UJD. PRE -ENG. UJD. TRU55E5 PRE - ENG. GIRDER OR LVL 24" O.G. TRU55E6 a 24" O.C. 50L ID 5LOCK.ING RE INFORCED REINFORCED CONC. FTG. UNDER COLUMN CONC, FTG, 6EE SEE FOUNDATION PLAN FOUNDATION PLAN HANGER 51' TRU66 EDETAIL [D E T A f IL MANUFACTURER Af 18 �41/211=1'-O" (11X1`1) 1"=1'-0" (22X34) Q4,)1/211=1'-0" NIXII) 1"=1'_O" (22X34) 14 1/2"=1'-0 (11X1-1) I"=1'-0" (22X34) ��_ �4 1/2 1 0 (11X1�i) 1 1 O (22X34) 14 1/2 -1 O (11X1 -f) ]"=P-0" 022X34 RE w12- 6 o �� (L 0 �0 —JN LL Q N � z F � � I t� j � � 1 Q� X = t Lu U Lu Q �s w —� o �® m w o o� w v� Lu e N V CL _ ) c z �Wc- p (s) D,4' Lu w � N w � N o 5HE SII I 10" 3/4" PLWL,), 5U5 -FLOOR 2X8 JOISTS e fro" O.C. MAX. 2X12 TREADS - CUT TO FIT \ i 1X8 SKIRT 51D. 2X8 LEDGER- ATTACH TO STUDS UJ/ (2) 126 e EACH STUD ' l 181 JOISTS TO LEDGER , `- 2X'5 e 1O.G. MAX 1/2 ° PLYUJD. 5LOCKING ADD 2X4 VERTICALS e 1(oO.C. AS REQUIRED 51' MUNICIPALITY'- TO BE 2X12 STRINGERS PLACED D IRECTLI' UNDER LEDGER DATA: TOTAL RISE: 10'-8 3/4° (17 RISERS -I 9/1(o EA.) TOTAL RUN: 13'-4" (1(o TREADS e 10 EA.) o 5TAI C; C=-,111111 N N E C; T, 5 T A f T Af 1 3/411 1'-0" (11XII) 11/211= 1'-0" (22"X34") PLATFORM FRAMING 3/4" 1'-0" NIX1-I) 11/2"= 1'-0" (22"X34") STAIR DATA 1 1/411-211 1 1/211 MAX 3/4" PLUO, 5U5 -FLOOR CONTINUOUS HANDRAIL IAuJ F15C. SECTION R311, INSTALL 34"-38 ASV, TREAD NOSING PRE-ENGFLOOR TRUSSES 24" O.C. MA Z BALUSTRADE HANDRAIL BRACKET AT ro'-(,"O.C. MAX- SELECTED 51' OTHERS � -SEE MANUFAGT. RECOMMENDATIONS FOR ATTACHMENT U.. X SOLID 2X4 WOOD 5LOCKING cp AT EACH 5RACKET 2X4 LEDGER IN 5ETLJEEN STRINGERS- ATTACH TO FLR, TYPICAL INTERIOR WALL TRUSS UJ/ 126 NAILS 'a (o" O.C. CONSTRUCTION 4 (2)126 'a EA. END OF LEDGER TOE -NAILED TO STRINGER 7�r f=, �4 A N ED fR A L ED E 7zf=, 5TA CONN C;T--,- 3/411= 1'-0" (11X11) 11/2 1'-0" (22"X34") 3/4"=1'-0" (11XI7) 11/2"=1'-O" (22"X34") STRINGER TO FLOOR TRU55 NOTES: STA I RWA1' CONSTRUCTION TO CONFORM TO F5CR 2014, STN EDITION SECTION R311.1 MAX. HGT. OF R15ER TO 5E 13/411` -- MIN. UJIDTH OF TREAD TO 5E 9"(EXCLU5IVE OF NOSING) ALL TREADS LE55 THAN 10" IN WIDTH SHALL HAVE APPROX. 1" OF NOSING 3/1(0MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/8" MAX. VARIATION IN ANI' R15ER/TREAD HAND RAIL CIRCULAR GROSS SECTION DIA. 2X4 P.T. IN SETUJEEN STRINGERS- ATTACH TO 11 11 CONNECTOR SCHEDULE CONNECT. SMPSON USPS MAX. LAT. LD5. TYPE DESCRIPTION FA5TENER5 PER CONNECTOR DESCRIPTION FASTENERS PER CONNECTOR UPL IFT F1 / F2 4 HETA20 14-106 x 11/2" ETA20 14-106 1,810 (o5 / 9&o 5 DETAL20 18-10d x 11/21, N/A N/A 2,480 2000/ 1310 20 H3 RFT: 4-8d / PLT: 4-8d RT3 RFT: 4-8d / PLT: 4-86 455 125 / 160 21 N1 RFT:(o-86x11/2 "/PLT..4-8d RT15 RFT:5-86x11/2 "/PLT:5-86 4-15 485 / ](or;, H105 RFT: 8-8d x 11/2 ° RT1�,4 RFT: c5 -ad x 11/2 " 1010 (060/550PLT: PLT: 8-86 x 11/a" 8-8d 23 LU52ro HDR: 4-106/J5T: 4-106 JU52(o HDR: 4-lOd/J5T: 4-10d 935 N/A 24 Hi RFT / -TRS: 4 -ad RT20 RFT /TRS:. e-106 985 400. / N/A PLT / STD: 10-8d ._._.._._.. PLT / 5TD: 13-106 2& H2.5 RFT:5 -Sd / PLT: 5-8d RT -I RFT:5-Sd % PLT: 5-8d 415 150 / 150 34 A34 H:4-0dx11/2 "/P:4-Sdxl1/2" MP34 H:4-8dx11/2 "/P:4-8dx1'/2" 3(o5 2,50/303 35 1435F H:4-8dxll/2 "/P:4 -86x11/2" MPA1F H:(o-Bdxl1/2 VF-Sdx11i2" 440 440 / N/A 3-1 MT512 14-106 MTW12 14-10d 1,000 N/A 38 MT51(o 14-106 MTWI(o 14-106 1,000 N/A 43 L6TA12 10-10d L5TA12 10-106 905 N/A 45 5T18 14-1(od 5T18 14 -trod 1,200 N/A 41 L5T,424 18-10d L5TA24 18-lod 1,295 N/A -11 M5TA3(o 26-106 M5TA3(o 2(o-106 2,135 N/A 12 MSTCroro (o4-lrod 51NKER5 N/A N/A 5;495 N/A SP1 5TD:(o-10d / PLT:4-10d 5PT22 5TD:4-106 / PLT:4-1106 535 5&0 / 260 80 5P2 STD:(o-10d / PLT:& -10d SPT224 5TD:(o-10d / PLT -&-106 (o05 5(o0 / 2(o0 81 5PH4,(o,8 12-106 x 11/2 " TP4,&,48 12-10d x 11/2 " 885 N/A 90 A53U(o& 12-1(d PAU(00 12-1(od 2,240 N/A 89 G5(0(0(2) s/s" 5OLT5 PA8X8 4-10d 2,300 985 92 45U44 12-1(od PAU44 12-1(od 2,200 N/A 93 AC( (MAX) 28-1(od f=55(0(024-1(od 1,815 1,070 94 AC4 (MAX) 28-1(od f=5544 24-i(od 1,815 1,070. 95 HT520 20-106 HTW20 20-10d 1,450 N/A 98 HDSA SILL: 7/s" ):30LT HHDSA SILL: iia° BOLT i 910 N/A STUD:(3) 7�s "XS1/" 2 BOLTS 5TUD:(3) 1/s"X51/2" 5OLT5 9i MTSM16 5LOCK: 4-1/4 "X2 1/4" TC JOIST : 1-10d 5LOGK: 4-1/4 "X1 3/4" TC JOIST JOIST : 8-106 8�0 N/A 99 A35 H:4-8dxll/2"/P:4-8de/2" MPA1 H:("/P -8dx11/2:&-86x11/2" 440 440 / N/A 101 HTT4 SILL: Bis" 5OLT HTT4 SILL: Net' BOLT 4,235 N/A STRAP: 18-1�d STRAP: 18-1(od 102 HTTS 5/s" 5OLT/ 2(o -10d N/A N/A 4,275 N/A 103 VGTR/L 32 - 5DS 1/4 "X3 "/(2) sus " BLT N/A N/A 3,990 N/A 104 HDUS-SD52.5 7/S" 5LT/20-5D5 1/4 "x2 1/2 It N/A N/A 5,020 N/A 110 HCP2 12 -106 x 11/2 " HHCP2 20-10d x 11/2 " 520 200 / N/A 1(ol HHU54(o H:14-1(od/J:(o-1(od THD4� 1-I:8-18d/J:12-106 1,550 N/,4 1(o8 U4(o H:8 -106/J:4-106 SUH4(o H:8- I&d/J:4- l&d 110 N/A 181 HU526 20-16d THD2(o H:20 -166/J-10-106 1,550 N/A 184 HUC28-2 414-I&d/J:4-10d N/A N/A 1,085 N/A 214 HUG212 -3TF D• 1(o-3/1(o"X11/2 11P T,4CON 5M: (0-1ro6 HD0212 -3 4-ID:18-3/1( "X11,2„ TAPCON 5M: ro-106 1,135 N/A 215 HGUS2.10-2 HDR:4(-1(o6/JST:10-1(od EHUH210-2 HDR: 40-1&6/J5T:1(o-10d 2,720 N/A 21( HU5412 5LOCK: 10-1/4 "X11/2 11 TC J015T . 10-I(od HU5412 5LOGK: 10-1/4 11X11/2 11 TS J015T . 10 l(od 3,240 N/A 21-1 HU6212 -2 5LOGK: 10-1/4"X11/2 It TC; J015T : 10-1(od HU5212 -2 BLOCK: 10-1/411X11/2 " TC J015T : 10-10d 2,630 N/A 219 MSa-IA412 H:1-ATR3/4X8 TOP4FACE NFM35X12U J-50LT 3,145 N/A JOIST: 18-106 - J:S-1/2" BOLTS 220 N/A N/A NFM 3X12 5LK:1/2 "0 J /J5T:14-106 1,620 N/A 22(o M5HA415/12 HDR : (2) 3/4 ", x 8" JOIST : 18-10d NFM45U HR : MIN. 1/2`0 "J" BOLT D JOIST : (5) 1/2 "0 BOLTS 2,1 �0 N/A 231 MBHA3.5(o/I( HDR : (2) 3/4 "0 x 8" JOIST : la -10d NFM3.5X18U HDR :MIN. 1/2 "�xJ-5OLTe J015T : (5) 1/2 "5OLT5 I 3 450 N/A 232 MSHA5.50/1� 'i HDR : (2) /4 0 x 8 J015T : 18-106 NFMe>.5X1(oU HDR :MIN, 1/2 "0xJ-5OLT5 J015T . (5) /2 0 BOLTS 3,450 N/A 240 Hl� R.2 -1060/2"F:10-1060/2" N/A N/A 1,4-10 480 / N/A 241 LGT2 30-1(o6-sinkIsr LUGT2 32-106 2000 1015 / 440 242 LGT3-5D52.5 2(o-16ol-sinker 3,285 1015 / 440 301 MGT (1) 3/4 "SL T5./G 1 R: 22-10d N/A N/A 3,9(o5 N/A 302 HGT-2 or 3 LTL: -1/4 "5LT5./GIR: 8-106 U6C(03 LTL:3/4 "5LT5./COIR: 8-1(od &485 N/A 303 HGT-4 LTL;3/4 "5LT5./CTR: I(P - lod N/A N/A 9,2E sO N/A 401 5UR/L414 FACE:18- I(od/J5T:8- I(od N/A N/A 1,100 N/A T CONNECTORS TO 5E SPECIFIED AND PROVIDED 51' TRU55 MANUFACTURERS TO BE 1 1/4 - 2 OR TO PROVIDE EQUIVALENT 5LA5 UJ/ 126 CUT NAILS 6 (o" O.C. AND (2) 126 GRA5PA51LIT1', EACH END OF 2X4 TOE NAILED TO STRINGER - - INDICATES TRUSS CONNECTOR, GO TO CONNECTOR SCHEDULE ON WINDERS: MIN. (o" WIDE e NARROW END PAGE 15 FOR CONNECTOR NAME AND 5PECIFICATION, 34"-38" HANDRAIL HGT, HEADROOM CLEARANCE MIN. &I -all r3--� T �'t 41CONN CT 3/4 1'-0" (11X1-1) 11/2"= P-0" (22"X34") STRINGER TO FLOOR --------------- Q) .o F= WQ� 0� �0 N L-(1 o N cF= co NQL Q)Q) 3 R- � S ,0 ua LL Lu U N Lu Q 10 - Lu o p0 z R� � Q � ® N In Q LLui �0 (D CID 0 >, [L z z z o T .0 u z S) �p N N o _ � O FOLLOW DETAIL W2/D4 FOR TOP OF WALL ROOF DECKING PRE -ENCS. WD. GIRDER 2X4 BLOCKING UJ/ 2-12c1 TRU55 e 1(o" O.C. 45 32 O.G. STUD STRUCTUR4L SHEATHING TO TOP CHORD ATTACHED PER NAILING SCHEDULE- SEE DETAIL PRE -ENG. WD, TRUSSES PRE -ENCS. UJD. TRUSSES 2X4 BLOCKING W1 2-1201 1/D5 2.4" O.G. 24 O.C. e fro" O.C. 3/4 PL�'UJh. SU5-FLR. ATTACH SLOPPING BOTTOM PLATE. TO TOP CH01RD UJ/(1) EACH STUD TO 81 22 EA. TRU56-UNLE55 22 EA, TRU55-UNLE55 ROW 5TAGGERRED SOLE PLATE NOTED OTHERW15E )NOTED OTHERW16E 1/4" X 3 1/2" 5D5 5CREW6 PRE -ENCS. WE), a (o" C.C.. SLOPE OF E,4. TRU55 22 TRU55E5 BOTTOM PLATE TO MATCH TO PLATE 5LOPE OF TRU55 TOP PLATE SEE ELEVATION DBL. 2X TOP PLATE DBL. 2X TOP PLATE 1/2 =1'-O" NIXII) 1"=1'-0" (22X34) D5L' 2X4 TOP PLATE PRE -ENCS. GIRDER 2X4'5 e 16" O.C. 81 EA. STUD TO TOP PLT. 81 EA. STUD TO TOP PLT. TRUSS 2X4 NON-BEARING 241 (2) s TRUSS TO KNEE WALL PLATE TO 5EAM 2X'5 O.C. 2X,5 l� D.C. DBL. 2X TOP PLATE 1/1ro" OSB. SHEATHING MID -WALL BLOCKING MID -WALL BLOC,<ING ROOF DECK PRE -ENCS. WD. TRU55E5 X24"O.G. � EACH. TRU55 4 SEE ELEVATIO L'/2 0 ANCHOR BOLTS L�` 2 -PLY PRE -ENG. 32 O.C. (1EMBED.) r -1/1(o" 058. EXTERIOR i/lro" OSB. EXTERIOR LVL BEAM L' 5HEATI LING -NO 5EAM5 W/1 SHEATHING -NO 5EAM5 W/I e EACH STUD TO S1 1&" ABOVE OR BELOUJ 1( �45OVE OR BELOUJ BEAM TO SOLE PLATE JOINT AT 2ND. FOR. WALL = JOINT AT 2ND. FLR. WALL = 45 2X SOLE PLATE AND FLOOR TRUSS 2X 5OLE PLATE EA. J,4CK STUD AND FLOOR TiZUSS 2X4 P.T. 50LE PLATE cQ=-ca DBL. 2X JACK STUDS CONC. 5L< WALL 3 p � /4" PLYUJOOD 5U5 - STUDS ZDBL. 2X TOP PLT.. Z FLOOR DBL. 2X FULL LENGTH I If T AfL — —79� L r EA. STUD TO 45 PLT, TO STUD 1/2 =1'-0" NIXII) 1"=1'-0" (22X34) w ABOVE lul ii cn cn COLUMN TO 1401 CUT NAIL5 2X4 BLOC<NG TO ®_ _ TIE BEAM 12" O.C. FORM ARCH Z Z �t I 1X4 P.T.—�-� -CONI. BLOCK WALLI I I ILI I 1 1'. i 1 j I I I I — 1/2" THREADED ROD _�! — L--._.._--L_T--I_► --- !L 1 d _�_ — — - — _ _r a � � � W/ NUT 4 2" W,46HEi�- PRE -ENC-. WD. FLOOR Ii It ° W d e 32" O.G. MAX. TRU55E5 e 24" O.C. II II °M ° ILS ° ;- DBL. 2X TOP PLT. ° 80 e EA. STUD TO PLT. E T J1 L _ - (OR) 1� 1/211=1'-O" NIX10 1" =1' -0" (22X34) 1 4 81 EA: STUD TO PLT. 1/1(0II 055. SHEATH. -BOTH , ° SIDES -ATTACH W/ad's- ° 4" O.C. e PERIMTER AND �a 12" O.C. INTERMEDIATE 2X'5 leo" O.C. 2X'5 Ira" O.G. 41 a ° MID-W,4LL 5LOCKINC MID -WALL 5LOCKING PRE -ENCS. UJD. FLOOR a °° GIRDER TRUSS -19 EA. STUD TO PLT. IB EA, STUD TO PLT. DBL, 2X4 TOP PLATE ' I I ° � Q � ° (oR) (OR) I ' r 81 EA. STUD TO PLT. 81 ia EA. 5TUD TO PLT, 4 1=05T TO PLATE ; TO GIRDER TRU55-�— ----r-r- -- ,° , i, 4) ANICHOR BOLT UJ/ 2 '/2 "4) ANCHOR 5OLT W/ 211 ° W,4&HE1ti'- 32 O.C. MAX WA5HER- ia 32" O.C. MAX 4X8 PARALLAM P05T a� a 2X P.T. SOLE PLT. 2X P.T. SOLE PLT. I MINIMUI„1 7 EMBED. MINIMUM -1EMBED. 81 POST TO PLATE 14a II II 2X P.T. SOLE PLATE 4 a a i Q I r W a °° �, ° i nq * � • Q i REINFORCED CONC. FTG. --/.---1/2 ANCHOR BOLT W1 2 RE INFC�i�CED CON(. FTC . REINFORCED CON(. FTG. 5EE FOUNDATION PLAN ' I W,45H R- 3" MAX. FROM 5EE FOUNDATION PLAN ° 5EE FOUNDATION PLA>�1 E __� ID E T A I L P05T- MINIMUM 7" EMBED. 3 TA I L ED E TA I 1/211=1'-O" NIXII) 1 -��_1 1/2"=1'-0" (11X17) l"=1'-0" (22X34) �� 3/4"=1'-0" (11X11) 11/2"=1'-O" (22X34) �� 3/4"=1'-0" 111X1-1) 11/2"=1'-0" (22X34) -O (22X34) REN p WQQ) Q)CID ® W N o. S Qy H L. �S a d 'o 0 Lu Q N Luzi U �p N �4 a23 Q) CS)� C- Vu .4-) Lu S zn Q Z)r)m o ®p Z L Q 0 N — � z QD Q Q) to ) o� 0 ~d) m DAT Q z 0 11 m ® sCA w d N DR4 Lu lK 0 01 0 A 0 0 °...�».��a .�.... �. �. .. .. ...moi. ...�. II --TT---- 17--I-- -----7 T ---- 1_T--- �-Ti------ 1/2" THREADED ROD _�! — L--._.._--L_T--I_► --- !L 1 d _�_ — — - — _ _r a � � � W/ NUT 4 2" W,46HEi�- PRE -ENC-. WD. FLOOR Ii It ° W d e 32" O.G. MAX. TRU55E5 e 24" O.C. II II °M ° ILS ° ;- DBL. 2X TOP PLT. ° 80 e EA. STUD TO PLT. E T J1 L _ - (OR) 1� 1/211=1'-O" NIX10 1" =1' -0" (22X34) 1 4 81 EA: STUD TO PLT. 1/1(0II 055. SHEATH. -BOTH , ° SIDES -ATTACH W/ad's- ° 4" O.C. e PERIMTER AND �a 12" O.C. INTERMEDIATE 2X'5 leo" O.C. 2X'5 Ira" O.G. 41 a ° MID-W,4LL 5LOCKINC MID -WALL 5LOCKING PRE -ENCS. UJD. FLOOR a °° GIRDER TRUSS -19 EA. STUD TO PLT. IB EA, STUD TO PLT. DBL, 2X4 TOP PLATE ' I I ° � Q � ° (oR) (OR) I ' r 81 EA. STUD TO PLT. 81 ia EA. 5TUD TO PLT, 4 1=05T TO PLATE ; TO GIRDER TRU55-�— ----r-r- -- ,° , i, 4) ANICHOR BOLT UJ/ 2 '/2 "4) ANCHOR 5OLT W/ 211 ° W,4&HE1ti'- 32 O.C. MAX WA5HER- ia 32" O.C. MAX 4X8 PARALLAM P05T a� a 2X P.T. SOLE PLT. 2X P.T. SOLE PLT. I MINIMUI„1 7 EMBED. MINIMUM -1EMBED. 81 POST TO PLATE 14a II II 2X P.T. SOLE PLATE 4 a a i Q I r W a °° �, ° i nq * � • Q i REINFORCED CONC. FTG. --/.---1/2 ANCHOR BOLT W1 2 RE INFC�i�CED CON(. FTC . REINFORCED CON(. FTG. 5EE FOUNDATION PLAN ' I W,45H R- 3" MAX. FROM 5EE FOUNDATION PLAN ° 5EE FOUNDATION PLA>�1 E __� ID E T A I L P05T- MINIMUM 7" EMBED. 3 TA I L ED E TA I 1/211=1'-O" NIXII) 1 -��_1 1/2"=1'-0" (11X17) l"=1'-0" (22X34) �� 3/4"=1'-0" (11X11) 11/2"=1'-O" (22X34) �� 3/4"=1'-0" 111X1-1) 11/2"=1'-0" (22X34) -O (22X34) REN p WQQ) Q)CID ® W N o. S Qy H L. �S a d 'o 0 Lu Q N Luzi U �p N �4 a23 Q) CS)� C- Vu .4-) Lu S zn Q Z)r)m o ®p Z L Q 0 N — � z QD Q Q) to ) o� 0 ~d) m DAT Q z 0 11 m ® sCA w d N DR4 Lu lK 0 01 0 A 0 0 STRUCTURAL NOTES FIELD REPAIR NOTES 112"X(o" (41/2" EMB.) HILTI <WK 2 X(o P.T. WOOD SUGK BOLT WITH 2" WASHERS LOCATED ' 1. TH16 STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE I. MISSED LINTEL 5TRAP5 FOR MA50NRY 101 CONSTRUCTION MAY BE �,4,47(WITHIN (oOF SUPPORT (TOP AND SIDES) 5TH EDITION, F5CR 2014 (WIND LOAD e 140 MPH.) 5U55TITUTED l.U/ (1) USP MTWI& OR HC10 OR 51MP5ON MT5M1(o W/ BRACKET FOR GARAGE DOOR) GARAGE DOOR 6 (4) 1/4" X 21/4" TAPCON5 TO BOND SEAM AND (1) 10d NAILS TO' FROM THE E30TTOM 4 MIN, EDGE 2, WINDOWS, DOOR5, AND GARAGE DOOR5 TO BE DESIGNED TO MEET TRU55 FOR UPLIFT5 LE55 THAN S&O L55 (USE (2) MT51"11(o FOR All D I STANCE.i F5CR SECTION 8301 UPLIFTS LESS THAN 1120#). NO MORE THAN 10 5TRAP5 MAI' 5Ei SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRDER TRU55uj i 3. ALL FLOOR SLABS TO 5E OF 2,500 PSI CONC. PLANT MIX MIN. 5" CONNECTIONS .ARE MISSED CONTACT ENGINEER FOR SUBTITUTION �° •P ° .° •P � ���THICK WITH (ox(o 10/10 WIRE MESH'(o MIL: POLY. VAPOR 8" MASONRY WALL AFT � AF BARRIER OVER TERMITE TREATED COMPACTED CLEAN FILL. 2. MISSED J-5OLTS FOR FR.AMIED EXTERIOR/ BEARING WALL5 MAY 5E 5U55TITUTED UJ/ 1/2" DIA. x i LONG WEDGE ANCHOR5 (REDHEADS). DETAIL TO 5ATf5FY 140 MPH WIND LOAD� � MA50NR"r' FRAME SHALL 5E MIN 5X1(o ASTM C -SD ~ " � '��---4. CONCRETE MASONRY UNITS SHALL MEET: CH. 1-3 OF ACI 530/ � A1C 'p� � <CGROUT FILLED CELL W/1/z" A5TM 2 #5 RE5AR (GRADE X00) � _t � � 0! ' � � _I � � � � ) ASCE 5/TM5 402 OR 51A 5UILDING CODE REQUIREMENT5. 3. MISSED FOOTING DOWELS MAY BE 5Uf55TITUTED W/ A STRAIGHT #5 �� � REBAR SET IN A 3/4" DIA. x &" DEEP HOLE FILLED UJ/ UNITEX E4. SIDE OF GARAGE DOOR OPENING �- " i p- Q - MAX. DISTANCE TO CORNER OF C.B.5. WALL REINF. 45 e✓. MORTAR TO BE TYPE "M" OR "S" GROUT - 2,500 PSI 'a -25 DAY5. PROPDXY 300 OR SIMP5ON SET OR ETF ADHESIVES, - REINF TO SE CONT. FROM FTG: TO TIE BEAM UJ/ ALL i i i i 11 0'*\ -2X4 V, RT (o. MASONRY CLEAN OUTS REQUIRED e GROUT' GREATER THAN FIVE (5) 4. BLOCK WALL OVERHANGING 5LA5 CONDITION "ACI DETAILS DEVELOPMENT LENGTHS ADHERED TO III PLAN VIEW11DOOR MANUF. TO PROVIDE ATTACHMENT TO "1:3UCK" FEET IN HEIGHT AND ALL VERTICALS. UP TO Tia" - NO REPAIR NECESSARY 2x8 RIDGE `I/S" TO 11/4" -; ADD FILLED CELL (NO VERTICAL STEEL) MIDPOINT 1.) THE GARAGE DOOR A55EMf3LY SHALL 5E DESIGNED FOIA? ROOF DECKING o 7, RE5AR TO 5E # 5'6 GRADE 601 W1 MIN, TAP OF 25". USE "L" BARS OF WALL 5ETWEEN EX15TING FILLED CELLS (WITH STEEL) IN POSITIVE AND NEGATIVE WIND PRE55URE6 OF 25 PSF IN � GORNERS AND USE STANDARD H00K5 ' CHANGE IN DIRECTION AREAS AFFECTED ,ACCORDANCE WITH SECTION 8301 OF THE FLORIDA RESIDENTIAL � WITH MIN. LAP 12" 11/411+ - REQUIRE SPECIAL ENGINEERING LETTER CODE CERTIFICATION SHALL 5E SUBMITTED FROM THE GARAGEI..12 5.� EA. RFTR."_4 DOOR MANUFACTURER TO THE BUILDING DEPARTMENT FOR THE 2Xro RAFTER'S IV TO fRDG. BM. �7 S, 5. PENETRATION OF PLUMBING PIPE5/DRYER VENTS THRU PLATES OF FOLLOWING ITEMS: 24 O.C. CJP' '� Nc NSA L5. ,I Ta DS PSFG PLLT�EF IL IPA CID A LOAD BEARING WALL MAY OCCUR PROVIDED D5L. 6TUD5 ARE A.) THE DESIGN OF THE DOOR CAN WITHSTAND P051TIVE ) WITH 56 NAILS ADDED ON EITHER SIDE OF PENETRATION WITHIN 3 AND TRU55/ AND NEGATIVE WIND PRESSURES OF 25 1=5F.2X4 VERT. S 48" O.C. FLOOR TRUSS 15 NO CLOSER THAN 3" FROM PENETRATION. 5J THE DESIGN OF THE DOOR COMPLIES WITH THE ABV. TRU55E5 BELOW 9, UPLIFT CONNECTOR'S TO PROVIDE CONTINUITY FROM ROOF TRUSSES ADD (1) MT512 e TOP AND BOTTOM PLATE CRITERIA SPECIFIED IN SECTION R&13 OF THE 2014 NAIL TO RAFTER 'a TOP THRU PLATES TO 61-45 AND FOUNDATION PER ENCLOSED DETAILS. FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION 4 PLATE AT BTTM. W1 C.) DOOR SIZE, TYPE AND GLAZING (2) 126 NAIL5 10, EPDXY ANCHOR ALTERNATIVE: D.) TRACK 51ZE AND FASTENER DETAILS. PRE ENG. UO. - THREADED ANCHOR ROD MAY 5E USED IN LIEU OF ANCHOR BOLTS E.) TRACK BRACKET QUANTITY, SPACING AND FASTENER TRUSSES BELOW FOR USE 45 PLATE ANCHORS OR HURRICANE ANCHOR5, DETAILS. THE FOLLOWING CRITERIA MUST 5E MET: F.) REINFORCING MEMBER QUANTITY, LOCATION, SIZE, TYPE 5T15 OR L5TA24 'a ANCHOR 51ZE CONC. HOLE 51ZE MIN. HOLE DEPTH AND FASTENER DETAILS. CIF REOUIRED) RAFTER TO PLATE i/ 3, I I 5/8 GA F-.,A(S;E f5C�` j[:)ETAL TO TRU55E5 5ELOW S2 3/4 1� S IX(o CAP I11_ 11-01111-- o_ SEE FLOOR PLAN 1/2" GYP. 5D. FIN, CAP PER 5PEC'5 2X4 OR 2X( STUD 5L. 2X4 PLATE SIDE 5 51 ALONG AFTER HOLE 15 DRILLED, ALL CONCRETE DUST MUST 5E REMOVED i, 1/2 ° OFFSET f 2 DOVE MOLDING WALL VALLEY- SGL. 2X4 PLATE ABOVE TOP � PRIOR TO EPDXY INSTALLATION. THREADED ROD TO 5E MIN. 43o CURB 7/1(o"055. SHEATHING CHORD OF TRUSSES- ATTACH UJ/ (2) 12cI STEEL AND FREE OF DIRT OR GREA5E. LOAD ON ROD CANNOT 5E 2X4'5 'a 24" O.G. NA1L5 EA. INTERSECTION OR �" O.C. �. APPLIED UNTIL 12 HOURS AFTER INSTALLATION. 2 COMPONENTi (3)2X4'5 EPDXY RE51N MATERIAL TO 5E MIXED PER MFG. DIRECTIONS. /2 DRYWALL 2X4 OR 2X(o STUD IUAL.L--� ' VAL L EE" NOTES f IF RIIDGE BEAM IS UNDERSIZED -CUT 11/2" FROM 11, 501 A ING CAPACITY 2000 P5F MINIMUM 3EIL 4 TAIL g)DETAIL ENC) OF RAFTERS ON ONE SIDE AND ADD 2X8 L BE R �/1� 055. SHEATHING �-- D 1 1/2 " = 11-011 D 1 1/2 " = 1'- 0 FF D 1 3/4 1 - 2>" NEXT TO FIRST ONE W/12d'S 6" O.C. WOOD STRUCTURAL NOTES 1/2 ° GYP. 5D.7 - -- ___. _ ROOF EDGE _ CONCRETE 5LOCK 0. 1, ALL WOOD TO 5E SPECIES, GROUP, AND GRADE AS NOTED 5ELOW.--I, � TAIL � CONN, TO REG WALL HEADER OR STEEL DAMAGED WOOD NOT TO 5E USED. LINTEL - _- - SEE DETAIL PC EXP STRIP - 2. ALL STRUCTURAL LUMBER SHALL 5E SPF (SPRUCE -PINE -FIR) 4*2 OR 2/D3 FOR 5EE FLOOR BETTER UNLE58 OTHERWISE NOTED. (PRE ENG. TRUSSES EXCLUDED) _ FOR RIDGE PLAN FOR 5 4 BLOCKING DETAIL 3. END JOINT IN STRUCTURAL DOUBLE TOP PLATE TO 5E OFFSET AT RIDGE (� LEAST 4". STRUCTURAL DOUBLE PLATES TO 5E NAILED G " O.K.. 1 �/2" EXPAN. U- U-- ANCHOR 4" 4. PLYWOOD OR 058, WALL SHEATHING NAIL PATTERN TO BE 106 e O j - - _4 - - T/ FROM EA. (0O.C.. UNLE55 OTHERW15E NOTED, EDGE AND �1 24" O.C. 5. NUMBER OF HEADER STUDS AND ADJACENT FULL LENGTH STUDS - PER WALL AND HEADER STUD REQUIREMENT 5CHEDULE. CONIC. 5LK. M.31 ad ij 11 a� EDGE ' Sd12" INTERM i� PC ANCHOR STRIP O.C. GL5, BLK, PER PLAN - - - PC PANEL 1L ®: RE INFOR.__- 'SEALANT s ED. ' PC ANCHOR STRIP - - -- ---- 1/4" EXP. BOLT - FILLED CELL (2) PER ANCHOR 6. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL 5TUD5. 1, DBL. 5TUD5 e EA. END OF SHEAR WALL. 8, WHEN ANCHORING MULTIPLE WD.. ITEMS .TOGETHER, THE LENGTH OF HURRICANE STRAP MUST 5E CENTERED, F_ ROOD NAUNG PATTERN ZONE: 5d NAILS e (o" O.C. EDGE5 AND 12" O.C, FIELD ZONE: a ad NAIL5 e (o" O.C. EDGES AND 12" O.C. FIELD ZONE: Sol NAILS e 4" O,C, EDGE5 AND (o" O.C. FIELD \7• SEE FLOOR ' MORTARPLAN FOR ' -�-__ A5PHALT 0 TYP. ;; 1/2 " PLYUJD. i i OR 7/1(0" 05B EMULSION - 3 EA. SIDE CONC, BLOCK I I UJALL - Sd'� 4" O.C. 4'K='2X4 STUDS 6 S. NAIL PATTERN -DOUBLE PLATE 12" O.C.. OUTSIDE SPLICE ZONE EDGE " e 16" O.C. C SEE NOTE 4) S'H4,� OR NOTE i� PANEL. ANGOR CONSTRICT° I ON -DOUBLE STUDS 6 12" O.C.. I s EA. STUD— NO STRAPPING NEEDED 1 ri4 -1 PC PANEL REINFORCING (TOP): -DOUBLE OR TRIPLE HEADER 'a (vO.C„ e EDGE UPLIFT CONNECTOR WHEN FRAMING PER DETAIL D5 , , USED IN PANELS OVER 25"5.F. IN AREA15 EMPEDDED HORIZONTALLY '/2 EXP, ANCHORS �i ii IN THE MORTAR JOINTS SETLUEEN EVERY OTHER COURSE. PANEL �^ � 12" O.C.. INTERMEDIATE.7 > (SEE ROOF PLAN) ROOF FRAMING (� IEMBEDJ 24 O.C. ��, ILS LL, -HEADER TO STUD f) 4" O.C.. EA, HEADER MIEMBER. REINFORCING 15 FORMED OF TWO PARALLEL WIRE&, EITHER Na" O.C. -STUD TO TOP OR BOTTOM PLATE : (2) lid THRU DOUBLE TOP PLATE &�EAfR WALL F=,) f E TA I L USE ONLY WHEN (FOR USE WITH "THINLINE" 5ERIE6 GLS. BLK,) OR 2" O.C. (FOR USE W1 PLT. OR (2) ]rod EA. 51DE TOE NAILED TO PLT. V V FULL LENGTH WALL 5TUD5 (3D1/2" = 1'-0" "PREMIERE" SERIES GL5, 5LK,), W1 BUTT MELDED CRO55UJIRE5 AT / X REGULAR INTERVALS, 4' AND 10' LENGTHS AVAILABLE. (PER TABLE) NOTED 45 SHEAR WALL ON PLANS 10. -ROOF SHEATHING FOR SHINGLE ROOF TO 5E MIN. -1/1611 055, CRIPPLED STUDS G A A (- NAILED TO ROOF TRU55E5 SPACED a 24 O,C. (MAX) WITHOUTA P PANEL ANCHORS (MIDDLE): , 2X BLOCKING IM/11N. WALL AND HEADER REQUIREMENTS ARE USED TO TIE PITT55URGH CORNING GLA55 BLOCK PANELS INTO BLOCKING. HEADER SIZE PER THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED. -ROOF SHEATHING FOR TILE ROOF TO BE MIN 19/32" 055 OR F 1/2" GDX PLYWOOD . NAILED TO ROOF TO ROOF TRU55 5PAGED ROOF PLAN ia 24" O.G. (MAX) WITHOUT 5LOCKING. MID WALL BLOCKS CONT. 11, FLOOR SHEATHING TO 5E MIN. 23/32 PLYWOOD NAILED (o" O.C. W1 A V 5T15 e EA. SIDE #5 RING SHANK NAILS AND LIQUID NAIL ADHESIVE. EA. JACK 12, ALL FLOOR TRU55E5 TO BE END BLOCKED e BEARING LOCATIONS A 2X BLOCKING AS REQUIRED 13, TRU58 BRACING PER TRU55 MANUFACTURE'S DRAWING5, HEADER STUDS 14, ALL NAILING 5PECIFIED TO 5E APPLIED BY NAIL GUN OR MANUALLY � _ - =ir = _ _ _ 71- - - _ (PER TABLE) P.T. SILL PLATE 15, ALL WOOD IN DIRECT CONTACT WITH MASONRY SHALL 5E SPH4,(o OR S PRE58URE TREATED. TYi= � �� O Nns_ e EA, STUD MAXIMUM HEADER SPAN (ft.) 3' 7 S' 12' 1 5' 18' NUMBER OF HEADER STUDS Z SUPPORTING END OF HEADER Lu :J 1 1 1 2 2 2 2 c� NUMBER OF FULL-LENGTH 5TUD5 EACH END OF HEADER 10' OR LE55 2 2 3 3 3 3 GREATER THAN 10 2 1 2 3 1 4 5 5 FORMED FROM 20 GAUGE PERFORATED- THEN GALVANIZED STEEL 0 STRIPS, PANEL ANCHOR5 ARE AVAIL. IN 13/4" WIDTHS X 24" LENGTHS. T_ PC EXPANSION 5TRIP5 (BOTTOM): MADE OF WHITE POLYETHYLENE,, ARE INSERTED AT THE HEAD AND THE 5TRIP5 REPLACE MORTAR AT THESE POINTS TO CU5HION THE � GLA55 BLOCK AND ALLOW THE PANEL TO EXPAND 4 CONTRACT FREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, O PC EXPANSION STRIPS ARE AVAIL45LE 3/a" THICK X 4" WIDE X 24" m LONG. FOR PANEL ANCHOR CONSTRUCTION, 5TD. 4" WIDE STRIPS � ARE EASILY CUT TO 3" WIDTH, FOR 31/s" "PREMIERE" 5ERIE5 5L<., i AND TO 21/4 WIDTH, FOR 31/a" "THINLINE" SERIES BLOCK. L��G;LA55 5LOC< IDETAIL- n"I Q) Q S L W 0 0 N � a L Q 4J a a E N x Q 4 tj N 0 0 a 3 6 I L S B I s a v � G n 6 � C G 6 C 6 C 5 �U g DATE 6CA1 PC ANCHOR STRIP O.C. GL5, BLK, PER PLAN - - - PC PANEL 1L ®: RE INFOR.__- 'SEALANT s ED. ' PC ANCHOR STRIP - - -- ---- 1/4" EXP. BOLT - FILLED CELL (2) PER ANCHOR 6. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL 5TUD5. 1, DBL. 5TUD5 e EA. END OF SHEAR WALL. 8, WHEN ANCHORING MULTIPLE WD.. ITEMS .TOGETHER, THE LENGTH OF HURRICANE STRAP MUST 5E CENTERED, F_ ROOD NAUNG PATTERN ZONE: 5d NAILS e (o" O.C. EDGE5 AND 12" O.C, FIELD ZONE: a ad NAIL5 e (o" O.C. EDGES AND 12" O.C. FIELD ZONE: Sol NAILS e 4" O,C, EDGE5 AND (o" O.C. FIELD \7• SEE FLOOR ' MORTARPLAN FOR ' -�-__ A5PHALT 0 TYP. ;; 1/2 " PLYUJD. i i OR 7/1(0" 05B EMULSION - 3 EA. SIDE CONC, BLOCK I I UJALL - Sd'� 4" O.C. 4'K='2X4 STUDS 6 S. NAIL PATTERN -DOUBLE PLATE 12" O.C.. OUTSIDE SPLICE ZONE EDGE " e 16" O.C. C SEE NOTE 4) S'H4,� OR NOTE i� PANEL. ANGOR CONSTRICT° I ON -DOUBLE STUDS 6 12" O.C.. I s EA. STUD— NO STRAPPING NEEDED 1 ri4 -1 PC PANEL REINFORCING (TOP): -DOUBLE OR TRIPLE HEADER 'a (vO.C„ e EDGE UPLIFT CONNECTOR WHEN FRAMING PER DETAIL D5 , , USED IN PANELS OVER 25"5.F. IN AREA15 EMPEDDED HORIZONTALLY '/2 EXP, ANCHORS �i ii IN THE MORTAR JOINTS SETLUEEN EVERY OTHER COURSE. PANEL �^ � 12" O.C.. INTERMEDIATE.7 > (SEE ROOF PLAN) ROOF FRAMING (� IEMBEDJ 24 O.C. ��, ILS LL, -HEADER TO STUD f) 4" O.C.. EA, HEADER MIEMBER. REINFORCING 15 FORMED OF TWO PARALLEL WIRE&, EITHER Na" O.C. -STUD TO TOP OR BOTTOM PLATE : (2) lid THRU DOUBLE TOP PLATE &�EAfR WALL F=,) f E TA I L USE ONLY WHEN (FOR USE WITH "THINLINE" 5ERIE6 GLS. BLK,) OR 2" O.C. (FOR USE W1 PLT. OR (2) ]rod EA. 51DE TOE NAILED TO PLT. V V FULL LENGTH WALL 5TUD5 (3D1/2" = 1'-0" "PREMIERE" SERIES GL5, 5LK,), W1 BUTT MELDED CRO55UJIRE5 AT / X REGULAR INTERVALS, 4' AND 10' LENGTHS AVAILABLE. (PER TABLE) NOTED 45 SHEAR WALL ON PLANS 10. -ROOF SHEATHING FOR SHINGLE ROOF TO 5E MIN. -1/1611 055, CRIPPLED STUDS G A A (- NAILED TO ROOF TRU55E5 SPACED a 24 O,C. (MAX) WITHOUTA P PANEL ANCHORS (MIDDLE): , 2X BLOCKING IM/11N. WALL AND HEADER REQUIREMENTS ARE USED TO TIE PITT55URGH CORNING GLA55 BLOCK PANELS INTO BLOCKING. HEADER SIZE PER THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED. -ROOF SHEATHING FOR TILE ROOF TO BE MIN 19/32" 055 OR F 1/2" GDX PLYWOOD . NAILED TO ROOF TO ROOF TRU55 5PAGED ROOF PLAN ia 24" O.G. (MAX) WITHOUT 5LOCKING. MID WALL BLOCKS CONT. 11, FLOOR SHEATHING TO 5E MIN. 23/32 PLYWOOD NAILED (o" O.C. W1 A V 5T15 e EA. SIDE #5 RING SHANK NAILS AND LIQUID NAIL ADHESIVE. EA. JACK 12, ALL FLOOR TRU55E5 TO BE END BLOCKED e BEARING LOCATIONS A 2X BLOCKING AS REQUIRED 13, TRU58 BRACING PER TRU55 MANUFACTURE'S DRAWING5, HEADER STUDS 14, ALL NAILING 5PECIFIED TO 5E APPLIED BY NAIL GUN OR MANUALLY � _ - =ir = _ _ _ 71- - - _ (PER TABLE) P.T. SILL PLATE 15, ALL WOOD IN DIRECT CONTACT WITH MASONRY SHALL 5E SPH4,(o OR S PRE58URE TREATED. TYi= � �� O Nns_ e EA, STUD MAXIMUM HEADER SPAN (ft.) 3' 7 S' 12' 1 5' 18' NUMBER OF HEADER STUDS Z SUPPORTING END OF HEADER Lu :J 1 1 1 2 2 2 2 c� NUMBER OF FULL-LENGTH 5TUD5 EACH END OF HEADER 10' OR LE55 2 2 3 3 3 3 GREATER THAN 10 2 1 2 3 1 4 5 5 FORMED FROM 20 GAUGE PERFORATED- THEN GALVANIZED STEEL 0 STRIPS, PANEL ANCHOR5 ARE AVAIL. IN 13/4" WIDTHS X 24" LENGTHS. T_ PC EXPANSION 5TRIP5 (BOTTOM): MADE OF WHITE POLYETHYLENE,, ARE INSERTED AT THE HEAD AND THE 5TRIP5 REPLACE MORTAR AT THESE POINTS TO CU5HION THE � GLA55 BLOCK AND ALLOW THE PANEL TO EXPAND 4 CONTRACT FREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, O PC EXPANSION STRIPS ARE AVAIL45LE 3/a" THICK X 4" WIDE X 24" m LONG. FOR PANEL ANCHOR CONSTRUCTION, 5TD. 4" WIDE STRIPS � ARE EASILY CUT TO 3" WIDTH, FOR 31/s" "PREMIERE" 5ERIE5 5L<., i AND TO 21/4 WIDTH, FOR 31/a" "THINLINE" SERIES BLOCK. L��G;LA55 5LOC< IDETAIL- n"I Q) Q S L W 0 0 N � a L Q 4J a a E N x Q 4 tj N 0 0 a 3 6 I L S B I s a v � G n 6 � C G 6 C 6 C 5 �U g DATE 6CA1 FILLED CELL (2) PER ANCHOR 6. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL 5TUD5. 1, DBL. 5TUD5 e EA. END OF SHEAR WALL. 8, WHEN ANCHORING MULTIPLE WD.. ITEMS .TOGETHER, THE LENGTH OF HURRICANE STRAP MUST 5E CENTERED, F_ ROOD NAUNG PATTERN ZONE: 5d NAILS e (o" O.C. EDGE5 AND 12" O.C, FIELD ZONE: a ad NAIL5 e (o" O.C. EDGES AND 12" O.C. FIELD ZONE: Sol NAILS e 4" O,C, EDGE5 AND (o" O.C. FIELD \7• SEE FLOOR ' MORTARPLAN FOR ' -�-__ A5PHALT 0 TYP. ;; 1/2 " PLYUJD. i i OR 7/1(0" 05B EMULSION - 3 EA. SIDE CONC, BLOCK I I UJALL - Sd'� 4" O.C. 4'K='2X4 STUDS 6 S. NAIL PATTERN -DOUBLE PLATE 12" O.C.. OUTSIDE SPLICE ZONE EDGE " e 16" O.C. C SEE NOTE 4) S'H4,� OR NOTE i� PANEL. ANGOR CONSTRICT° I ON -DOUBLE STUDS 6 12" O.C.. I s EA. STUD— NO STRAPPING NEEDED 1 ri4 -1 PC PANEL REINFORCING (TOP): -DOUBLE OR TRIPLE HEADER 'a (vO.C„ e EDGE UPLIFT CONNECTOR WHEN FRAMING PER DETAIL D5 , , USED IN PANELS OVER 25"5.F. IN AREA15 EMPEDDED HORIZONTALLY '/2 EXP, ANCHORS �i ii IN THE MORTAR JOINTS SETLUEEN EVERY OTHER COURSE. PANEL �^ � 12" O.C.. INTERMEDIATE.7 > (SEE ROOF PLAN) ROOF FRAMING (� IEMBEDJ 24 O.C. ��, ILS LL, -HEADER TO STUD f) 4" O.C.. EA, HEADER MIEMBER. REINFORCING 15 FORMED OF TWO PARALLEL WIRE&, EITHER Na" O.C. -STUD TO TOP OR BOTTOM PLATE : (2) lid THRU DOUBLE TOP PLATE &�EAfR WALL F=,) f E TA I L USE ONLY WHEN (FOR USE WITH "THINLINE" 5ERIE6 GLS. BLK,) OR 2" O.C. (FOR USE W1 PLT. OR (2) ]rod EA. 51DE TOE NAILED TO PLT. V V FULL LENGTH WALL 5TUD5 (3D1/2" = 1'-0" "PREMIERE" SERIES GL5, 5LK,), W1 BUTT MELDED CRO55UJIRE5 AT / X REGULAR INTERVALS, 4' AND 10' LENGTHS AVAILABLE. (PER TABLE) NOTED 45 SHEAR WALL ON PLANS 10. -ROOF SHEATHING FOR SHINGLE ROOF TO 5E MIN. -1/1611 055, CRIPPLED STUDS G A A (- NAILED TO ROOF TRU55E5 SPACED a 24 O,C. (MAX) WITHOUTA P PANEL ANCHORS (MIDDLE): , 2X BLOCKING IM/11N. WALL AND HEADER REQUIREMENTS ARE USED TO TIE PITT55URGH CORNING GLA55 BLOCK PANELS INTO BLOCKING. HEADER SIZE PER THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED. -ROOF SHEATHING FOR TILE ROOF TO BE MIN 19/32" 055 OR F 1/2" GDX PLYWOOD . NAILED TO ROOF TO ROOF TRU55 5PAGED ROOF PLAN ia 24" O.G. (MAX) WITHOUT 5LOCKING. MID WALL BLOCKS CONT. 11, FLOOR SHEATHING TO 5E MIN. 23/32 PLYWOOD NAILED (o" O.C. W1 A V 5T15 e EA. SIDE #5 RING SHANK NAILS AND LIQUID NAIL ADHESIVE. EA. JACK 12, ALL FLOOR TRU55E5 TO BE END BLOCKED e BEARING LOCATIONS A 2X BLOCKING AS REQUIRED 13, TRU58 BRACING PER TRU55 MANUFACTURE'S DRAWING5, HEADER STUDS 14, ALL NAILING 5PECIFIED TO 5E APPLIED BY NAIL GUN OR MANUALLY � _ - =ir = _ _ _ 71- - - _ (PER TABLE) P.T. SILL PLATE 15, ALL WOOD IN DIRECT CONTACT WITH MASONRY SHALL 5E SPH4,(o OR S PRE58URE TREATED. TYi= � �� O Nns_ e EA, STUD MAXIMUM HEADER SPAN (ft.) 3' 7 S' 12' 1 5' 18' NUMBER OF HEADER STUDS Z SUPPORTING END OF HEADER Lu :J 1 1 1 2 2 2 2 c� NUMBER OF FULL-LENGTH 5TUD5 EACH END OF HEADER 10' OR LE55 2 2 3 3 3 3 GREATER THAN 10 2 1 2 3 1 4 5 5 FORMED FROM 20 GAUGE PERFORATED- THEN GALVANIZED STEEL 0 STRIPS, PANEL ANCHOR5 ARE AVAIL. IN 13/4" WIDTHS X 24" LENGTHS. T_ PC EXPANSION 5TRIP5 (BOTTOM): MADE OF WHITE POLYETHYLENE,, ARE INSERTED AT THE HEAD AND THE 5TRIP5 REPLACE MORTAR AT THESE POINTS TO CU5HION THE � GLA55 BLOCK AND ALLOW THE PANEL TO EXPAND 4 CONTRACT FREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, O PC EXPANSION STRIPS ARE AVAIL45LE 3/a" THICK X 4" WIDE X 24" m LONG. FOR PANEL ANCHOR CONSTRUCTION, 5TD. 4" WIDE STRIPS � ARE EASILY CUT TO 3" WIDTH, FOR 31/s" "PREMIERE" 5ERIE5 5L<., i AND TO 21/4 WIDTH, FOR 31/a" "THINLINE" SERIES BLOCK. L��G;LA55 5LOC< IDETAIL- n"I Q) Q S L W 0 0 N � a L Q 4J a a E N x Q 4 tj N 0 0 a 3 6 I L S B I s a v � G n 6 � C G 6 C 6 C 5 �U g DATE 6CA1 \7• SEE FLOOR ' MORTARPLAN FOR ' -�-__ A5PHALT 0 TYP. ;; 1/2 " PLYUJD. i i OR 7/1(0" 05B EMULSION - 3 EA. SIDE CONC, BLOCK I I UJALL - Sd'� 4" O.C. 4'K='2X4 STUDS 6 S. NAIL PATTERN -DOUBLE PLATE 12" O.C.. OUTSIDE SPLICE ZONE EDGE " e 16" O.C. C SEE NOTE 4) S'H4,� OR NOTE i� PANEL. ANGOR CONSTRICT° I ON -DOUBLE STUDS 6 12" O.C.. I s EA. STUD— NO STRAPPING NEEDED 1 ri4 -1 PC PANEL REINFORCING (TOP): -DOUBLE OR TRIPLE HEADER 'a (vO.C„ e EDGE UPLIFT CONNECTOR WHEN FRAMING PER DETAIL D5 , , USED IN PANELS OVER 25"5.F. IN AREA15 EMPEDDED HORIZONTALLY '/2 EXP, ANCHORS �i ii IN THE MORTAR JOINTS SETLUEEN EVERY OTHER COURSE. PANEL �^ � 12" O.C.. INTERMEDIATE.7 > (SEE ROOF PLAN) ROOF FRAMING (� IEMBEDJ 24 O.C. ��, ILS LL, -HEADER TO STUD f) 4" O.C.. EA, HEADER MIEMBER. REINFORCING 15 FORMED OF TWO PARALLEL WIRE&, EITHER Na" O.C. -STUD TO TOP OR BOTTOM PLATE : (2) lid THRU DOUBLE TOP PLATE &�EAfR WALL F=,) f E TA I L USE ONLY WHEN (FOR USE WITH "THINLINE" 5ERIE6 GLS. BLK,) OR 2" O.C. (FOR USE W1 PLT. OR (2) ]rod EA. 51DE TOE NAILED TO PLT. V V FULL LENGTH WALL 5TUD5 (3D1/2" = 1'-0" "PREMIERE" SERIES GL5, 5LK,), W1 BUTT MELDED CRO55UJIRE5 AT / X REGULAR INTERVALS, 4' AND 10' LENGTHS AVAILABLE. (PER TABLE) NOTED 45 SHEAR WALL ON PLANS 10. -ROOF SHEATHING FOR SHINGLE ROOF TO 5E MIN. -1/1611 055, CRIPPLED STUDS G A A (- NAILED TO ROOF TRU55E5 SPACED a 24 O,C. (MAX) WITHOUTA P PANEL ANCHORS (MIDDLE): , 2X BLOCKING IM/11N. WALL AND HEADER REQUIREMENTS ARE USED TO TIE PITT55URGH CORNING GLA55 BLOCK PANELS INTO BLOCKING. HEADER SIZE PER THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED. -ROOF SHEATHING FOR TILE ROOF TO BE MIN 19/32" 055 OR F 1/2" GDX PLYWOOD . NAILED TO ROOF TO ROOF TRU55 5PAGED ROOF PLAN ia 24" O.G. (MAX) WITHOUT 5LOCKING. MID WALL BLOCKS CONT. 11, FLOOR SHEATHING TO 5E MIN. 23/32 PLYWOOD NAILED (o" O.C. W1 A V 5T15 e EA. SIDE #5 RING SHANK NAILS AND LIQUID NAIL ADHESIVE. EA. JACK 12, ALL FLOOR TRU55E5 TO BE END BLOCKED e BEARING LOCATIONS A 2X BLOCKING AS REQUIRED 13, TRU58 BRACING PER TRU55 MANUFACTURE'S DRAWING5, HEADER STUDS 14, ALL NAILING 5PECIFIED TO 5E APPLIED BY NAIL GUN OR MANUALLY � _ - =ir = _ _ _ 71- - - _ (PER TABLE) P.T. SILL PLATE 15, ALL WOOD IN DIRECT CONTACT WITH MASONRY SHALL 5E SPH4,(o OR S PRE58URE TREATED. TYi= � �� O Nns_ e EA, STUD MAXIMUM HEADER SPAN (ft.) 3' 7 S' 12' 1 5' 18' NUMBER OF HEADER STUDS Z SUPPORTING END OF HEADER Lu :J 1 1 1 2 2 2 2 c� NUMBER OF FULL-LENGTH 5TUD5 EACH END OF HEADER 10' OR LE55 2 2 3 3 3 3 GREATER THAN 10 2 1 2 3 1 4 5 5 FORMED FROM 20 GAUGE PERFORATED- THEN GALVANIZED STEEL 0 STRIPS, PANEL ANCHOR5 ARE AVAIL. IN 13/4" WIDTHS X 24" LENGTHS. T_ PC EXPANSION 5TRIP5 (BOTTOM): MADE OF WHITE POLYETHYLENE,, ARE INSERTED AT THE HEAD AND THE 5TRIP5 REPLACE MORTAR AT THESE POINTS TO CU5HION THE � GLA55 BLOCK AND ALLOW THE PANEL TO EXPAND 4 CONTRACT FREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, O PC EXPANSION STRIPS ARE AVAIL45LE 3/a" THICK X 4" WIDE X 24" m LONG. FOR PANEL ANCHOR CONSTRUCTION, 5TD. 4" WIDE STRIPS � ARE EASILY CUT TO 3" WIDTH, FOR 31/s" "PREMIERE" 5ERIE5 5L<., i AND TO 21/4 WIDTH, FOR 31/a" "THINLINE" SERIES BLOCK. L��G;LA55 5LOC< IDETAIL- n"I Q) Q S L W 0 0 N � a L Q 4J a a E N x Q 4 tj N 0 0 a 3 6 I L S B I s a v � G n 6 � C G 6 C 6 C 5 �U g DATE 6CA1 6 S. NAIL PATTERN -DOUBLE PLATE 12" O.C.. OUTSIDE SPLICE ZONE EDGE " e 16" O.C. C SEE NOTE 4) S'H4,� OR NOTE i� PANEL. ANGOR CONSTRICT° I ON -DOUBLE STUDS 6 12" O.C.. I s EA. STUD— NO STRAPPING NEEDED 1 ri4 -1 PC PANEL REINFORCING (TOP): -DOUBLE OR TRIPLE HEADER 'a (vO.C„ e EDGE UPLIFT CONNECTOR WHEN FRAMING PER DETAIL D5 , , USED IN PANELS OVER 25"5.F. IN AREA15 EMPEDDED HORIZONTALLY '/2 EXP, ANCHORS �i ii IN THE MORTAR JOINTS SETLUEEN EVERY OTHER COURSE. PANEL �^ � 12" O.C.. INTERMEDIATE.7 > (SEE ROOF PLAN) ROOF FRAMING (� IEMBEDJ 24 O.C. ��, ILS LL, -HEADER TO STUD f) 4" O.C.. EA, HEADER MIEMBER. REINFORCING 15 FORMED OF TWO PARALLEL WIRE&, EITHER Na" O.C. -STUD TO TOP OR BOTTOM PLATE : (2) lid THRU DOUBLE TOP PLATE &�EAfR WALL F=,) f E TA I L USE ONLY WHEN (FOR USE WITH "THINLINE" 5ERIE6 GLS. BLK,) OR 2" O.C. (FOR USE W1 PLT. OR (2) ]rod EA. 51DE TOE NAILED TO PLT. V V FULL LENGTH WALL 5TUD5 (3D1/2" = 1'-0" "PREMIERE" SERIES GL5, 5LK,), W1 BUTT MELDED CRO55UJIRE5 AT / X REGULAR INTERVALS, 4' AND 10' LENGTHS AVAILABLE. (PER TABLE) NOTED 45 SHEAR WALL ON PLANS 10. -ROOF SHEATHING FOR SHINGLE ROOF TO 5E MIN. -1/1611 055, CRIPPLED STUDS G A A (- NAILED TO ROOF TRU55E5 SPACED a 24 O,C. (MAX) WITHOUTA P PANEL ANCHORS (MIDDLE): , 2X BLOCKING IM/11N. WALL AND HEADER REQUIREMENTS ARE USED TO TIE PITT55URGH CORNING GLA55 BLOCK PANELS INTO BLOCKING. HEADER SIZE PER THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED. -ROOF SHEATHING FOR TILE ROOF TO BE MIN 19/32" 055 OR F 1/2" GDX PLYWOOD . NAILED TO ROOF TO ROOF TRU55 5PAGED ROOF PLAN ia 24" O.G. (MAX) WITHOUT 5LOCKING. MID WALL BLOCKS CONT. 11, FLOOR SHEATHING TO 5E MIN. 23/32 PLYWOOD NAILED (o" O.C. W1 A V 5T15 e EA. SIDE #5 RING SHANK NAILS AND LIQUID NAIL ADHESIVE. EA. JACK 12, ALL FLOOR TRU55E5 TO BE END BLOCKED e BEARING LOCATIONS A 2X BLOCKING AS REQUIRED 13, TRU58 BRACING PER TRU55 MANUFACTURE'S DRAWING5, HEADER STUDS 14, ALL NAILING 5PECIFIED TO 5E APPLIED BY NAIL GUN OR MANUALLY � _ - =ir = _ _ _ 71- - - _ (PER TABLE) P.T. SILL PLATE 15, ALL WOOD IN DIRECT CONTACT WITH MASONRY SHALL 5E SPH4,(o OR S PRE58URE TREATED. TYi= � �� O Nns_ e EA, STUD MAXIMUM HEADER SPAN (ft.) 3' 7 S' 12' 1 5' 18' NUMBER OF HEADER STUDS Z SUPPORTING END OF HEADER Lu :J 1 1 1 2 2 2 2 c� NUMBER OF FULL-LENGTH 5TUD5 EACH END OF HEADER 10' OR LE55 2 2 3 3 3 3 GREATER THAN 10 2 1 2 3 1 4 5 5 FORMED FROM 20 GAUGE PERFORATED- THEN GALVANIZED STEEL 0 STRIPS, PANEL ANCHOR5 ARE AVAIL. IN 13/4" WIDTHS X 24" LENGTHS. T_ PC EXPANSION 5TRIP5 (BOTTOM): MADE OF WHITE POLYETHYLENE,, ARE INSERTED AT THE HEAD AND THE 5TRIP5 REPLACE MORTAR AT THESE POINTS TO CU5HION THE � GLA55 BLOCK AND ALLOW THE PANEL TO EXPAND 4 CONTRACT FREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, O PC EXPANSION STRIPS ARE AVAIL45LE 3/a" THICK X 4" WIDE X 24" m LONG. FOR PANEL ANCHOR CONSTRUCTION, 5TD. 4" WIDE STRIPS � ARE EASILY CUT TO 3" WIDTH, FOR 31/s" "PREMIERE" 5ERIE5 5L<., i AND TO 21/4 WIDTH, FOR 31/a" "THINLINE" SERIES BLOCK. L��G;LA55 5LOC< IDETAIL- n"I Q) Q S L W 0 0 N � a L Q 4J a a E N x Q 4 tj N 0 0 a 3 6 I L S B I s a v � G n 6 � C G 6 C 6 C 5 �U g DATE 6CA1 1/2" GDX PLYWOOD . NAILED TO ROOF TO ROOF TRU55 5PAGED ROOF PLAN ia 24" O.G. (MAX) WITHOUT 5LOCKING. MID WALL BLOCKS CONT. 11, FLOOR SHEATHING TO 5E MIN. 23/32 PLYWOOD NAILED (o" O.C. W1 A V 5T15 e EA. SIDE #5 RING SHANK NAILS AND LIQUID NAIL ADHESIVE. EA. JACK 12, ALL FLOOR TRU55E5 TO BE END BLOCKED e BEARING LOCATIONS A 2X BLOCKING AS REQUIRED 13, TRU58 BRACING PER TRU55 MANUFACTURE'S DRAWING5, HEADER STUDS 14, ALL NAILING 5PECIFIED TO 5E APPLIED BY NAIL GUN OR MANUALLY � _ - =ir = _ _ _ 71- - - _ (PER TABLE) P.T. SILL PLATE 15, ALL WOOD IN DIRECT CONTACT WITH MASONRY SHALL 5E SPH4,(o OR S PRE58URE TREATED. TYi= � �� O Nns_ e EA, STUD MAXIMUM HEADER SPAN (ft.) 3' 7 S' 12' 1 5' 18' NUMBER OF HEADER STUDS Z SUPPORTING END OF HEADER Lu :J 1 1 1 2 2 2 2 c� NUMBER OF FULL-LENGTH 5TUD5 EACH END OF HEADER 10' OR LE55 2 2 3 3 3 3 GREATER THAN 10 2 1 2 3 1 4 5 5 FORMED FROM 20 GAUGE PERFORATED- THEN GALVANIZED STEEL 0 STRIPS, PANEL ANCHOR5 ARE AVAIL. IN 13/4" WIDTHS X 24" LENGTHS. T_ PC EXPANSION 5TRIP5 (BOTTOM): MADE OF WHITE POLYETHYLENE,, ARE INSERTED AT THE HEAD AND THE 5TRIP5 REPLACE MORTAR AT THESE POINTS TO CU5HION THE � GLA55 BLOCK AND ALLOW THE PANEL TO EXPAND 4 CONTRACT FREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, O PC EXPANSION STRIPS ARE AVAIL45LE 3/a" THICK X 4" WIDE X 24" m LONG. FOR PANEL ANCHOR CONSTRUCTION, 5TD. 4" WIDE STRIPS � ARE EASILY CUT TO 3" WIDTH, FOR 31/s" "PREMIERE" 5ERIE5 5L<., i AND TO 21/4 WIDTH, FOR 31/a" "THINLINE" SERIES BLOCK. L��G;LA55 5LOC< IDETAIL- n"I Q) Q S L W 0 0 N � a L Q 4J a a E N x Q 4 tj N 0 0 a 3 6 I L S B I s a v � G n 6 � C G 6 C 6 C 5 �U g DATE 6CA1 FORMED FROM 20 GAUGE PERFORATED- THEN GALVANIZED STEEL 0 STRIPS, PANEL ANCHOR5 ARE AVAIL. IN 13/4" WIDTHS X 24" LENGTHS. T_ PC EXPANSION 5TRIP5 (BOTTOM): MADE OF WHITE POLYETHYLENE,, ARE INSERTED AT THE HEAD AND THE 5TRIP5 REPLACE MORTAR AT THESE POINTS TO CU5HION THE � GLA55 BLOCK AND ALLOW THE PANEL TO EXPAND 4 CONTRACT FREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, O PC EXPANSION STRIPS ARE AVAIL45LE 3/a" THICK X 4" WIDE X 24" m LONG. FOR PANEL ANCHOR CONSTRUCTION, 5TD. 4" WIDE STRIPS � ARE EASILY CUT TO 3" WIDTH, FOR 31/s" "PREMIERE" 5ERIE5 5L<., i AND TO 21/4 WIDTH, FOR 31/a" "THINLINE" SERIES BLOCK. L��G;LA55 5LOC< IDETAIL- n"I Q) Q S L W 0 0 N � a L Q 4J a a E N x Q 4 tj N 0 0 a 3 6 I L S B I s a v � G n 6 � C G 6 C 6 C 5 �U g DATE 6CA1 EXP. JOINT`� RECESS 5L,45 g NOTE: THE ATTACHMENT OF 45PHALT 5HINGLE5, UNLESS OTHERUJ15E NOTED, OTE: THE ATTACHMENT OF ASPHALT SHINGLES, UNLESS OTHERJI5E FOR 5GD DOOR F.{=_ 5HALL CONFORM TO 45TM D 31(o1 ( MODIFIED TO 140 MPH) OR M-pC PA NOTED, SHALL CONFORM TO 45TM D 31(o1 ( MODIFIED TO 140 MPH ) �- (2)*5 RE5AR5 = _ _ z X L _ _ VARIES 10-1-g5. THE FRG REQUIRES SASE AND CAP FLA5HING, OR M -DC PA 101-g5. THE FRC REQUIRES 5,45E AND CAP FLASHING. Lu SHINGLES OVER 5UILDING SHINGLES OVER SUILDING N - -C PAPER OVER -1/1(o" 055. FAPER OVER i/1(o 1 055. - > 5HEATHINC SHEATHING PREMANUFACTURED IN5ULATION PREM4NUFACTURED INSULATION c" 5AFFLE BETWEEN EA. TRU55 BAFFLE BETWEEN EA. TRU55 • (3) #5 (2)5 KEBABS 1-4 411 # ' II C2�`5 KEBABS II RE5AR5 4 EA. TRU55 l,U/ UPLIFT 4 a EA. TRU55 UJ/ UPLIFT 1 1 -g 4 1� 1'-4" 4" 22 OF 1810# OR LE55 OF 1510# OR LE55 D2 D2 D2 D2 X2 Q EA. TRUSS l,U/ UPLIFT ,4" RECE55 IS ii �� REGESS FOR 4 �2" RECESS 5LA5 �' # # 4 X2 � EA. TRU55 UJ/ UPLIFT Ci 2 5ETWEEN 1811 4 3620 5ETWEE 1811# 4 3620# REVISIONS BY -1',21 FOR OUT-SWG. _ GAR. DR. o FOR DOOR SEE ROOF PLAN SEE ROOF PLAN 9-� DRS. ONLY' �� (1)# 5 RE5AR _ X � � 0 � t�4-13-12 CDG .......... ' _ - _ — 00 — r �- — — — = W`�\ - - - -t ALUMINUM \` ALUMINUM ��\ 111 111 u = I• Q� DRIP EDGE DRIP EDGE � 0 rL zq OO '� ' ' INSULATION INSULATION �� Al (SEE PLAN FOR T'TPE) (SEE PLAN FOR T -T -PE) Q) � d q 4 2 10II II W ; RE5AR51�i1 1i2 " 5AG RE5I5TANT '/2 " 5AG RE515TANT uu 1'-411 (2)#5 RE5AR5 CONT. 10XS FTG. OR N,5" GT -P. 5O4R1� OR �,s" C`i'P. 50,4RD cQ p2 D2 UJ/ 2 #5� RE5AR. x.11 > i i (2)#5 X ° PLACED PERP. TO CLC:;. ° " #3 TIE �'- - - iRE5AR5 � • FRAMING • FRAMING PERP. TO CL � EXP. JOINT 5AR5 1'-411 411 6.- (2)#5 RESARS D2 � 2X� SUB FA5C1,4 2X� SUB FASCIA � lo 12" O.C. i/211 GiP. SD, ON 111X211 i/ 1. II N g 81 2 G�r'P. 5D. ON 1X2 Q u� F.F:__ _ _ P.T. FURRING UJ/ ALFOIL P.T. FURRING UJ/ ALFOIL VARIES # IN5UL.5ETUJEEN X (1) 5 RE5AR IN5UL. BETWEEN � �— — z ua VENTED ALUM. SOFFIT VENTED ALUM. SOFFIT 't� _ 1 X&" P.T. HEAD 1 Xao P.T. HEAD z 8"XS" CONC. KNIOCK- LEDGER 8" 5E�'OND S"XS" LONG. KNOCK- LEDGER 811 BE�'ONp `� &- a" ' � • cq 11_411 _, cv OUT 5LOCK RE INFORCED OPENING EACH SIDE OUT 5LOCK REINFORCED OPENING EACH SIDE Q� II ^ (2)#5 RE5AR5 11 II II UJ/ CONE. 4 (1) #5.4, RE5AR - l.0/. CONC. 4 (1) #50 RE5AR j o S 4 CONTINUOUS CONTINUOUS 24 ;q Q� x c`3 D2 D2 18 (2)#55.4 5 RER5 D2.11-411 411 L?2 811X811 CONC: 5LOCK SEE FLR. PLAN FOR 8°X811 CONE. 5LOCK SEE FLR. FLAN FOR. � � —5L GLX,) FOR F.F. i` �S BLOCK REINFORCED GARAGE CLG: 5PEC5. 5LOCK REINFORCED GARAGE CLG. 5PEC5. \� L. L.DR. (3) # 5 RE5,4R5 - - - - � , VARIES UJ/ CONC, W/ CONC. uj b p pip PRE CAST LINTEL PRE CAST L INTE U— z z ►W►►- cz 1' - m i I i OL1 , z 2 1'-4 (2)#5 RE5AR5 D2 rop ® ; I ; (2)#5 p ( RE5AR5 ALUM. WINDOW ( REFER TO ALUM. WINDOW (REFER TC7 ® � GARAGE} i•_ I •� RE5AR5 FLOOR PLAN ELEV. FOR FLOOR PLAN ELEV. FOR a J] LL WALL � - - - DESIGNATIONS) LL > DE5IGNATIONS) o (1)#5 RE 5,4RS� VARIES w Lu 4° C1 5 RESAR #3 TIE W m18 5ARS 11-411 I_4.I 4 W W _ p2 1w 1211 O.C. t CONC. FILLED ' CAVITIES EACH 0 (I SIDE OF DRAIN PIPE 4 CAVITY i 13 411 811 WHERE DRAIN PIPE PASSES PRE CA5T CONC. 51LL PRE CA5T CONS. SILL D2 8 4 D2 THRU CONC. 5LOCK STEM LONG. TO SPECS. 8 XS1X1� CONG. SLOGK 8X81X1roCONC. SLOCK 211 W,4LL = (REFER TO EXTERIOR (REFER TO EXTERIOR 'N %O ELEV. FOR WALL FIN.) ELEV. FOR WALL FIN.) � (2 �5 RE5Ai�5 GRADE • a MARSLE STOOL MARSLE STOOL 0- T 4" PVC. PLUMB. DRAIN PIPE `Q fU TNi�U STEM WALL 5LOCK Z e • N = (� N Q p (� ALTERNATE 5RICK 7�2" G 'P. 5D. ON 1"X2" ALTERNATE 5RICK i,2" G1'P. 5D. ON 1"X2 p w on– ;t,., ;t — ,D VENEER _ _ P.T. FURRING UJ/ ALFOIL VENEER _ _ , P.T. FURRING UJ/ ALFOIL 0 ' I� N ( I I S.E.MITL. WALL TIES � ; ; , -� ,� IN5UL. 5ETUJEEN S.E.MTL. WALL TIES � i , - �' 1� INSUL, BETWEEN U � � II I II � 11G L 11-011 411 1 -0 11t 11 MAX 4, PVC 1(o11 O.G. VERT, 4 ]lot' C.C.; '- _ , l " O.G. VERT. 4 1(o` O.G. "- CONC. FTG. RE INF. l,U/ (2) SLEEVE HORIZ. HORIZ. �-�= _= �J 0 8 14 (2)#5 RES,AR Q #5 RE5AR5 CONT. WOOD 5A5E 5A5E cn E Q) D2 D2 #5 ROD EA. DOWNPOUR ' #5 ROD EA. DOWNPOUR ,_, ' FINISH FLOOR 00 N R C 55 15 'B 1/2 RECE55 SLAS MIN. 30" LAP FINSH FLOOR MIN. 30" LAP -� 0 0 FOR OUT-5WG. FOR GAR. DOOR PROVIDE INSPECTION L _ `. 1-R0�/IDE INSPECTION - 1/2 " P1 P IPE �TH4RLI FOOTING PORTS EA. VERT. PORTS EA. VERT. 7 DRS. ONLY' ...-- --_ - _ X D2E TAIL 3�8"= 11- POUR �, _�, _ POUR w I►� �� v Z Kl\ H- 1. 7v no on— L.___J ° Q Q ° L___J D D rN- N _ L = _ = J .GRADE L — —J v v v v v° L- L - (Ifs N (2) #5(P RE5AR BENT TO ARCH CRAKE 1 ° ( MIL POL``r'ERTH i LENS I - - - a AROUND SLEEVE, 30 LAP MIN. II L - - - � VAPOR BARRIER � Z 1� .� Z � ° D � • cv BOTH 51DES - - ^I LAPPEU AND T,4i='ED ® aD 1(0 II (2),7 RE5AR5 15 (2)#5 RE5AR5 CONC. TO SPECS. i == i JOINTS. �► Lu 6)d) i ° ° E Q 1' — 4" n'F i1 L _ — J D2 1 -4 4 D2 �" MAX VC - - #5 DOu1ELS SEE - - - ° Z SLEEVE P ° °<° - Z _ 1 _ _ _ a FOUND. FOR LOCATION II 0 Q _ _ = GRADE _ i ° EXTEND FTG." FOR CONC, FTG. REINFORCED s rh � s —79 5RIGK VENEER (2)#5 RE5ARS CONT.- 5E 0 LUJ �•- - - - b 411 PVC. PLUMS. DRAIN PIPE 'd EXTEND FTG. 4" FOR w i THRU 5TEM WALL BLOCK - -" 5RICK VENEER i a m FOUNDATION PLAN .fir wI N �}-- Q • . (p MIL POL'T ERTHYLENE `n DATE ha-m�-o� (2)#5 RE5ARS - - - VAPOR 5ARRIER (oil m I LONG. FTG. RE INF. UJ/ (2) 11 _ 011 41� 5GAL.E AS NOTED �/ #5 KEBABS CC4NT. CONC, FTC. REINFORCED UJ/ LAPPED' AND TAPED �- 4" (27#5 Q X2 )" 55 KEBABS CONT. JOINTS. @ DRAWN MNF i RE5AR5U1 ®i I JOB -- -•' MO�IOL. ITHII� T 'P I SAL WA L TION ��� I CA UJA L T I O SHEET #3 TIE A Al W/ &TEM WALL FOOTING ,� UJ/ NOLITSII FOOTINS <2 7 5 I T� U FOOT IN 0 BARS 1 4 4 �' PE R D 2 RE5AR5 D2 3/4" 1'-x011 D2 3/411= 1'-0" D2 1211 O.C. ETAIL. 3/511= 11_011 - g or sHEET5 :_----ROOF DECKING Ti'PICAL WOOD 106 NAILS 4" O.C. 2X4 LOOKOUT ' 24" O.C. ROOF DEC<ING FRAMED LUALL T� PICAL OVERHANG 2X4 5RACING a 24" O.C. ---� a ROOF DECKING C 12" MAX,) lOcl NAILS e 4" OG EXT. SHEATHING TO STOP ABOVE CMU TYPleo MAX. ICAL OVERHANG � �� (2) 106 � EA. PER PLAN PRE ENG. WD, SCISSOR TRUSSES a 24" O.C. `f/16" OSB. SHEATHING - END PRE ENG. WD. SCISSOR 12 " MAX. 2) 106 EA. END EXTERIOR FIN. TO SPECS. TRUSSES a 24" O.G. ATTACH CROSS SR CIN TEXT. FINISH ON CENTER POINT OF WEEP (4) 106 TOE NAILED e PRE ENG. G,48LE END TRUSS W/ 4-126NAIL6 3 :C. PAPER BACKED LATH SCREED TO BE 1" BELOW T.O.M. 2X4 X -BRACING EA. TRUSS TO ZX8 FASTENER PER TRUSS e S' O.C. TO E ENG, WD, S SO ., (4) 106 TOE NAILED e ENG.. (2) 106 EA. BOTTOM CHORD 3RD, TRUSS IN TR SES oa 2 " 0.0 2X4 DIAPHRAGM FRAMING EXTERIOR FIN. �/ O &H THING . EA. 2X8 VERT.. TO TOP PLATE ROOF DECKfNG �� � V,4POR 1:3ARRIER TO PASS q --� .__ . __ 2X8 TOP PLATE 48" O.C. IN FIRST FOUR' (4) TO SPECS. I �; �vlslo�s By FRAMING 5PACE5 ONLY WHEN 4-� EA. TRUSS JACKS SPAN 4'-0" OR GREATER G 1 12.OS-12 D,41- IN FRONT OF WEEP SCREED 1/1(oOSB, SHEATHING SET BACK P EN A E END TRUSS 0 GABLE 1/8" W/ u 0 " C 2) d s EA, OT CHORD MOISTURE BARRIER ANP -— 2X8 VERT. 24" O.G. 4 TEXT. CEMENT BOND BREAK PER -- (4) 106 TOE NAILED FINISH. FLUSH cj 5TH EDITION 2014- R-03.6 2X8 P.T. SOLE PLATE Cx�'I'F'. �3D. (SEE STRUC. NOTES GA5LE W1 2X4 DIAPHRAGM FR IN • 48" O.C. IN FIRST FO (4) U '/2"o 1i FOR NAILING PATTERN SIDING FINISH 0c0 z A WEEP SCREED - PER ANCHOR E30LT lU/ 2 ° a FRAMING SPACES- N,AILE �� 5TH EDITION 2014 - R WASHER e 32 O:C. TO TOP OF BOT M CHORD W REFER TO d �03.ro.2.1 *5 REBAR IN POURED CONC. FILLED LINTEL 5LOCK DETAIL A/D3 �Q a. KNOCK OUT PRE ENG. END �, JACKS 24" O.C: UJ/ 1 05 RE5AR FOR FLASHING o w 8'-0 MAX. CONC. BLOCK WALL REQ. II �� �iE TYPICAL CMU WALL G_� NON � AR ( N G45LE ENE:) 106 NAILS ° II` GYP, 5D. (SEE STRUC, NOTES 0 D3 C� .3 4.. O.G. �� FOR NAILING PATTERN) � D3 ATTACH CROSS BRACING C E ----ROOF DECKING CONCRETE l.U/ 4-126NAIL6 3" O.C. BLOCK UJ,4LL_E�J 2X8 P.T. SOLE PLATE A NG , PRE ENG. UID. SCISSOR PRE -ENG. WOOD TRUSSES '�2 "� ANCHOR �30LT UJ/ 2" � � v � TRUSSES s 24" O.C. 24 O.G. C_1 4LE EN WASHER 32" O.G. D3 CONIC: FILLED LINTEL BLOCK D3 (2) 10d NAILS v • to _ TOLERANCES. ALL DIMENSION TO BE HELD WITHIN +— 1/4" UJ/ 1 5 REBAR �� O ROOF DECKING 5goal � I EDGES 1 1/2 EDGES 2 1/2 EDGE �_� 45 24" O.C. 2X4 LOOKOUT 6 24 O.C. Q ." TYPICAL OVERT -TANG 2X4 BRACING 'm 24" OZ, 4 l 12" MAX. ) � � 106 NAILS 4 O.C. i-- p 1 odx3" Lr — -- SHIM UNDER TRUSS COMMON Z X x 8"'XS"X1�" CONIC. LINTEL 2X4 OCK Q W u') Lu DBL. 2X8 TOP PLATE BL INCA 24 O.C. 1 1/2" �, _ BLOCK CONT. POUR C5TAGGERED) 2 / �/1�" OSB. SHEATHING lU/ 1 #50 REBAR CONT. PRE ENG. UID. S I SSO Q.� 2 1/2 1 SES a 24" w cv c� 10d X3 "-'' " CONC. BLOCK WALL 4 S EA. 2X4 12" MAX. ) 10 E � (� CoMMo u 2X8 VERT. � 24 O.C. 1 odx3" x x 5ELOW EA. TRUSS D I AM INC _ COMMON G..q 2X4 X -BRACING 4 ST F C4) (u N FT—""I Z OPP. SIDE 81 EA. 2X8 VERT, 3 AMING SPACE - ILED � �- V U S O.C. TO TOP OF 50TTOM C RD � C. - TO Cli ((L 3RD. TRUSS IN:3cla 2X8 P.T. SOLE PLATE � 0 COMMON '/2 "0 ANCHOR BOLT UJ/ 2" ROOF DECKING (2) 106 END oPP, sIDE OF BLOCKING 9-3 x a I IUASHER 32 O.C. PRE ENG. UO. SG 1 SSOR 5 REBAR IN POURED TRUSSES 24" O.C: 2) 106 NAILS 12 O.C. (2)2x4'5 (2)2x6'S (2)2x8'S KNOCK OUT ATTACH CROSS BRACING Q 2X UILT-UF &TU UJ/ 4-126N4IL6 3" O.G. Q 8 N TA f � G-� AR I N (2) 10d s NAILS e EA. �OLm�MN D3 END OF BLOCKING REFER TO -i/1�" OS�3. SHEATHING �� il � ILL THRU BOTTOM CHORD DETAIL A/D3 •� s - 2X4 VERT. e 24 C.C. BOTTOM CHORD OF TRUSS FOR FLASHING no (4) 10d NAILS e EA. 0 2X8 PLATE G_2 BLOCKING TO PLATE REGI. 2Xr P.T. SOLE PLATE ®' 2X8 CRIPPLES 3 '��: D lOd NAILS 1/2 ANCHOR BOLT UJ/ 2 4.. O.C. �� WASHER a 32" O.G. "' �_ (2) 2X(o HDR. -UP TO �'� 2X4 BLOCKING � 24 O.C. C1 (2) 2X8 HDR. -FROM �'-1 TO 10' —2X8 P.T. SOLE PLATE --GONG. FILLED LINTEL BLK. z w �-- UJ/ 1 S REB,AR Q) Lu -1/1(o" 055. SHEATHING LE ENE:)�� � 4S EA. SIDE CONC. BLOCK WALL �0 2X8 VERT. a 24" O.C. -2 45 2X8'S e 24" O.C. ------ (4) 106 TOE NAILED D3 Q Q 0 FLAT 50TTOI'''f GABLE A. 2X8 SOLE PLT. - - - - ��, r, 2X8 P.T. SOLE PLATE ROOF DECKING II 2X4 LOOKOUT e 24 O.C. U Q Et o I i' i i a T'O'PICAL OVERHANG 2X4 5RACING e 24" O.G. 2X8 FULL- LENGTH ULL 12 MAX.) 106 NAILS 4" O.C. LENGTH STUDS �IL---_--- - - - - - J! G-5 EEN 0 0 V G p3 ® ^• T UDS HEADER _--=-�=V \-PRE ENCS, UO. 5(:: ISSO ; I &SES 'e 24" DOUBLE DOOR SINGLE DOOR WINDOW 1/2 "o ANCHOR I E30TTOM CHORD OF TRUSS 2) 10 E BOLTS UJ! 2" o I I a- 2X8 PLATE G-2 FOR MULTIPLE WINDC W5 AND I , 12" MAX. s w WASHER 6 32" O.C. D3 DIA P AMINE 3 DOORS USE 2 TAPCONS PER > WINDOW AT THE HEAD AND 4 2X8 CRIPPLES 48 ST F C4) C (2) 2X/o- HDR. -UP TO �'� w no - 2X4 X,C, TO NG AMING &PAC AILED �; 0 TO TOP OF BOTTOM RD TAPCONS AT THE JAMB, BLOcf<ING 4 SHEATHING (2) 2X8 HDR. -FROM 6'� TO 10' 3RD.�RUS® IN - BUCK ATTACHMENT DATA GLA56 OPENING SET HDR. BEHIND TRUSS ° no CHORD IF NECCES5AR"1' BUCIGS SHALL BE 1x4 OR 2x8 PT AT WINDOWS OR 2x5 PT AT BLEE 57a, EA; SID - C2) 106 @ END - Qo ATTACH CROSS BRACING a DOORS IN PINE OR SPiRUCE, AT WINDOWS ATTACH SUCKS TO OF BLOCD3 KING E n Q BLOCK WITH COMMON T -NAILS ,AND PLACEMENT SI"11LAR TO2X5`5; �`, ; W1 4-12dNAIL5 3" O.C. Q 24 O.G. I 2X4 BLOCKING PARALLEL c TAPCON5 SHOWN. AT DOORS OR FIN'WINDOU.IS IN BLOCK, ENTERLINE OF RIDGE LINE ADDITIONAL 2x4 BLOCKING 2X8 SOLE PLT. ;� �; i ®� Q w ATTACH BUCKS w/ 2 T -NAILS TOP AND BOTTOM ,AND 8" O.C. UJ/ 2-126 NAILS EA. SIDE � a llJ/ EACH 2X8 VERT. M 2X8 FULL - °r '� ' - - - - - - - - - a i 2X8 BLOCKING- BETWEEN STAGGERED IN THE FIELD. _ b• - m � LENGTH STUDS a o .•�• ;� • d • y T •,, ,, , • ; REFER TO EACH 2X8 VERT. � .a' a DETAIL A/D3 106 NAILS �$ 12" O.C. USE MIN. 21/4" T -NAILS w/ lx BUCIG. USE; M1IN. /4" x 3" T,4PCONS _ _ _ _ _ ' w/ 2x UCK. START ALL END TAPCON5 WITHIN �o" OF PRE -ENGINEER ROOF 2X8 HEADER - -•- • • - -'•� =° • . FOR FLASHING d) co DATE to-ai-O B , I •.. �1/l� OSB. SHEATHING A� � STUDS I I I REQ. CORNERS AND 30" ON CENTER MAXIMUM. I TRUSS TOP CHORDSCALE ,4S NOTED '/2 "0 ANCHOR • i I' I ; ,, 2X8 VERT. 's 24 O:C. (� NOTE 5OLTS UJ/ 2" (4) 106 TOE NAILED DRAUN MNP WASHER ' 32" O.G. •' I I , •••"•° IN C:,451=-5 OF BLOCK OPENINGS LARGER THAN DOOR FRAMING: 106 NAILSJ 2X8 P.T. SOLE PLATE roe ° ATTACH ADDITIONAL 2X FRAMING TO THE BLC.�C N�UALL USING C a 4" O.C. 1/4 x 4 TAPCONS AT 3 FfRO" I END AND 12 O.C. GLASS OPENING CONC. FILLED LINTEL BLK. SHEET THE CENTER. ATTACH TOP FRAMING TO HEADER USING 1/4" X 13,4"2 TIL 3� N.T.S. BLOCKING 4 SHE A HIND_2 LEENUJ/ 1 05 REBAR TAPCONS UJ/ ( 1) r FROM END TO END ,AND 12 O.C. IN THE, o D3 CENTER, CONIC. BLOCK WALL u ._ p3 N.T.S. 3 SCISSOR GABLE END or- sNTS i 17- Lu 5x5x7" L-FL,45HING w/ 2" OVERLAP AT EA. PIECE 0 D13:)O4 RE5ARS 3/4 RECE55 IS FOR OUT-SUJG LEXT. waLL7 . X1/2" . o 1 u® 5X5X12 " L -FLA5H INCA FIRST PIEGE ONLY DD4 ROOF 1'-8" (3)#5 RE5AR5 ell 6L.SLDR. �R 5TEF FL 45H ING; w [DETAIL (Y N.T.S. 0 E323)#5 RE5,4R5 SEE DETAIL A/D2 2X4 LOOKOUT e 24" O.C, (2X12) SPAN ro' TO 12' FOR ROOF TYPE, �' -f, FP Fcf,4L OVERHANG FLOOR PLAN 4 ELEV. FOR DECK TYPE, DE5IGNATIONS) ( 12 " MAX.) MARBLE STOOL FASCIA TYPE AND R-11 IN5UL. �- 2X4 5TUD5 e 1(o" O.G. 0 2X4 BOT. PLT. UJ/ OVERHANG (2) 126 NAILS e 12" O.G. w WOOD 5,45E w FIN15H FLOOR CONSTRUCT I ON 5X8 GONG. LINTEL z 5LOC< REINFORCED ATTACH CR055 BRACING:___. --X A - CONTINUOUS UJ/ 4-12dNAILS 3" O.C. 0 `i/fro" 055. SHEATHING - - - - - - - - 0 PRE ENG. GA5LE END TRU55 GARAGE CLG. SPECS. EQUALLY 5PACED 2X4 X-5RAGING S 8'-O" O.C. TO 3RD, TRUE IN —2x4 2x4 BLOCKING (2) 10d e END OF BLOCKING -------------- 24" O.C. 5T18 e 32" O.C. 1/2 10d NAILS 0) 4" UJ,45HER a 24" O,C: D5L. 2X4 TOP PLATE 2X4 P.T. SOLE PLATE 2X4 BALLOON FRAMING 2X4 a 24" O.C. ad NAILS (" O.C. O.G. ALT, TF,,U55 REFER TO DETAIL A/D3 3/,411= 11- 011 FIRE MANUFAGTURED FOR FLASHING REQ, INSULATION 5AFFLE 5ETWEEN EA. TRU55 8X8 CONC. LINTEL H10 a EA. TRU55 BLOCK- SEE FLOOR SEE DETAIL A /D 2 FLAN FOR ------.__--- FOR ROOF T�'PE ' ROOF DECKING �---2X4 BRACING e 24" O.C. 106 NAILS a 4" O.C, F'REMANUFACTURED INSULATION PRE ENG. UJD. 5 1550 BAFFLE 5ETUJEEN EA, TRU65 TRUSSES a 24" 0. 1,410 e EA. TRU55 ) 106 ' E X4 H RA FRAMING os 0.0 FIRST FOUR (4) AM SP 5- NAILED T OF OTT CHORD ------ ____` _ SEE DETAIL A/D2 FOR ROOF TYPE, DECK TYPE, FASO 1 A TYPE AND OVERH,4NG ' (2) 106 EA, BOTTOM CONSTRUCTION CHORD ' SAG RESISTANT OR Nall GYP. BOARD PLACED PERP. TO CLG,. FRAMING ATTACH CRO55 5RAGING UJ/ 4-126NAIL5 3" O.c. '/2 " GYP. 5D, INSULATION SEE FLOOR PLAN FOR TYPE 1/2" SAG FE5I6TANT 0 OR Nall GYP. BOARD +- X FASCIA TYPE AND ,J , PLACED PERP. TO CLC. w �41, T_ i__1•- _ - - - -,� OVERHANG , FRAMING w fu x}- CONSTRUCTION;4 cn (�-�- (� i i `� ��_-- -___-_ (2) 2X HEADER Q LUJ <�0 ct) ' ' A S w5P4,�o OR 8 32 "O.C. STUD TO rocW i I i R I- TOP PLATE 33 �'---' -- X D4 1'-8 (35 KEBABS - KEBABS w 3-1 #3 TIE BARS D4 1'-8" 4" v 12" O.G. STRUCTURAL SHEATHING a _ ATTACHED PER NAILING b 4" '/2RECESS SL,4S 5CHEDULE SEE DETAIL 1/DS FOR DOOR LL 86 NAIL5 3" O.G. WALL SHEATH. a X ao ,\t TO EACH VERT. UJE5 zo w LL Y_ N, ro 2X4 BLOCKING EA. • HURRICANE 5TR4P 24" (3)05 z _ .. qD4 A 5 � i i GAD BLE ENFLOOR TRU55 UJ/ REB R W HETAI(o UJ/ (10) 106 X 1 Y11 RECESS IS w I (3)#5 NAILS 32 O.C. 4 FOR OUT-5WG. ; REBA1<'S REFER TO DETAIL A/D3 FOR ---' �/2 DRS. ONLY RE5.4RS w } �•_ . _ _ _ ,� X FLASHING REQ. - - - - ............. z # 2X4 BOT. FLT. W1 (2) 1 3 TIE 5AiR5 b 38 126 NAILS e 12" O.C. CIO 1'-8" 4" S 12" O.G. " • • • CSN p �, 8.. ad NAILS 3" O.C. WALL ! Itz,16 FRE -ENG, F.F. - - SHEATH. TO EACH Ti�U55 � � (3)#5 RE5�4R5 VARIES ; FLOOR TRUSS 3� 1 -8 4 w= 2X CONT, RIBBON ..._.r_., �t TOF 4 50TTOM UJ/ , D ! X _ -- -- -- (2) 106 NAILS TO EA, TRUSS W •� g.. fi•2EGE5S SLAB _ - ® ,1 FOR DOOR < i I i `_`" SIMPSON HETAI(o UJ/ _ -X 0 ; 110) 106 X 1 1/2" NAILS �ji, �� Z JIL�IL , EAGH TRUSS m b)7(3)✓ Q RE5AR5 w REFER TO DETAIL 4/[;)3 FOR F� P r`" } �•_ - - - - fRESARS w FLASHING RECD. (3)#5 KEBABS _ _ - Z TIE SARs J f T D I D4 D� 1-511 4 e 12 o.C.-_Gr'ADE BOTTOM OF all FTG 12" MIN F.F,-- BELOUJ __... - - - - - - VARIES GfRADE TYP ZIts X DECK TYPE (2X8) SPAN UP TO 6' 1- (2X12) SPAN ro' TO 12' } �----- ALUM. WINDOW (REFER TO wi FLOOR PLAN 4 ELEV. FOR w DE5IGNATIONS) ldd MARBLE STOOL z R-11 IN5UL. �- 2X4 5TUD5 e 1(o" O.G. 0 2X4 BOT. PLT. UJ/ 0 (2) 126 NAILS e 12" O.G. w WOOD 5,45E w FIN15H FLOOR w 5X8 GONG. LINTEL z 5LOC< REINFORCED 1(o" PRE -ENG. A - CONTINUOUS FLOOR TRUSS SYSTEM 0 :.IFIED :'LAN) DOTING UJALL SECT�ON2 1�_all C3) 5 KEBABS 42 1I -Q" 4.. KEBABS 39 ��24" OG. Wp.TRUSSEBI �--- INSULATION SEE FLOOR PLAN FOR TYPE 1/2" Ar-;; RE515TANT OR Nall GYP. BOARD PLACED PERP. TO CLG. FR,4M ING 2x4 D5L. TOP PLATE 5F'H4 'a EA, STUD ' LI/2" w SAG RESISTANT OR Na " GYP. BOARF-) ct) PLACED PERP. TO CLG. z FRAMING � RESISTANT MEM5RANE HOUSE UJR,4P w OR 1 w 5X8 GONG. LINTEL z 5LOC< REINFORCED UJ/SONG. 4 (1) *S RE5AR A - CONTINUOUS 0 SEE FLR. PLAN FOR 2x4 BLOCKING 0 GARAGE CLG. SPECS. EQUALLY 5PACED U w —2x4 2x4 BLOCKING :.IFIED :'LAN) DOTING UJALL SECT�ON2 1�_all C3) 5 KEBABS 42 1I -Q" 4.. KEBABS 39 ��24" OG. Wp.TRUSSEBI �--- INSULATION SEE FLOOR PLAN FOR TYPE 1/2" Ar-;; RE515TANT OR Nall GYP. BOARD PLACED PERP. TO CLG. FR,4M ING 2x4 D5L. TOP PLATE 5F'H4 'a EA, STUD ' TEXTURED CEMENT FIN15H OVER METAL LATH OVER 7/1" OSB. SHEATHING 4 WEATHER RESISTANT MEM5RANE HOUSE UJR,4P OR HORM LAP 51DING OVER 1/1ro" 053. SHEATHING �- NAILING- 2x4 BLOCKING PERIMETER-(oilO.C. EQUALLY 5PACED INTERIOR- 12" O.G. UNLESS NOTED OTHERWISE —2x4 2x4 BLOCKING 24" O.C. 1/2 ANCHOR BOLT UJ/ 2" UJ,45HER a 24" O,C: 2X4 P.T. SOLE PLATE 2X4 a 24" O.C. ad NAILS (" O.C. — R-11 5ATT INSULATION REFER TO DETAIL A/D3 FOR FLASHING REQ, 5PI44 EA. 2X4 VERT. 8X8 CONC. LINTEL -� BLOCK- SEE FLOOR FLAN FOR RE INFORCEMENT 1/2 GYM'. BD. ON 1"X2" F.T. FURRING UJ/R - 3 30" MIN LA RIGID INSULATION 3/6" TEXTURED GEMENT WASH ON ALL CONCRETE BLOCK ,4PPLIC,4TION 1 1150 RE5AR IN SXSX1(o CONC. FILLED CELL - BLOCK WALL SEE FOUNDATION FLAN FOR LOCATION 0 m WOOD 5,45E FIN15H FLOOR Z GRADE BOTTOM OF 1 #50 DOWEL 'a 5PECIFIE FTG 12" MIN i LOCAT I ON5 SELOUJ (5EE FOUNDATION PLAN GRADE ----- --- (TYE') ALT. MONOLITHIC FOOTI o �ALL SECT�ON �U 1 0� Oco oco �0 W W 'N zF- z } w 3 z -x w -13 cz �L_ �0 ,N Lu LuZ F_ 3 `o M- O w Ul 0� 0 0 �0 U_ �0 LU S � �F= 0 d �Q) We NG m N 0 d NOTE: 1/2 PLT WOOD OR 7/1(o" 0.5.8, TO BE USED A5 UPLIFT RESI5TANCE NO OTHER FASTENERS REQ'D. EXCEPT AS NOTED ON PLANS IN TWO STORi FRAME APPLIC,4TIONS, 5NEATHING &HALL EXTEND MIN. 1'-0" UJ/0 5REAG 45V. 2nd FLOOR BOTTOM PLT. TO T,O.M. , NALINGs 5CSI L�L : (2 )ROW& a 3" O.C. AT TOP AND (1)ROW AT BOTTOM OF WALL, (o" O.C. ALL OTHER EDGES AND 12" IN FIELD, BLOCIGING SMALL BE PLACED AT .ALL SHEATN ING JOINTS. 1(4)1 0 DBL. TOP PLT. BE' OND NAILING PATTERN z PER NAILING SCHEDULE. � WALL SNEATN�ING SPLICE r SHEAVING •• • • • • • • • • • • • • •• • • •••• BALLOON AM INC N.T.S. .. .. •. INSTALLATION NOTES: • • • • • • • • r • • r • • • 1. THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS • r • • • • • • NAILING PATTERN MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. • • r • • • r • r • 1 • r • • • 2, CONSTANTLY CHECK WIDTH AT MEETING RAILS (i.e. DOUBLE WALL 5HEATHING SPLICE PER NAILING 5CHEDULE. HUNGS) TO AVOID "BOWED OUT" INSTALLATION. • • • • • • • • • • • • • • • cv m OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTO • • • • • • • • • r r r • r • • .. Jo OPENING. • .. • . . ... • .. • • r • • • • • r • . • • . • • • • • • • • r 4. PLACE 1/4" SHIMS AT SILL CORNERS AND SET WINDOW INTO • , • • r • • • r • r • • • • • • • SHIMS. CENTER THE WINDOW IN THE OPENING ALLOWING A 1/4" • BOT. PT. PLT. BE''OND 00 • • ' • .. . • • 11 GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. • . • , r 0 00 00 00 0 CMU WALL REMOVED. 1(4)1 0 ii tri v�V y STUD JOINT - GYPSUM WALLBOARD 2X4 BLOGKINCa PLACEp NAILING PER EACH (2) 16d NAILS SCHEDULE EACH END OSHEATHING BLOGKINCz /oZIN.T.S NORIZONTA� JOINTS �'NE,4T4.NGr UPLIFT E�)ETA1LS 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. m m CABINET MATCH C 1S"X18" C� 1" METAL OF METAI METAL Lr CHUTE 1" FLANGE UJD. TRIM LALNE)fRY CNCTE DETAIL 1/211= P-0" (11X1-1) 1"= 1'-0" (22"X34") REv ;7 04- 0 L _0 cf� � d 0. � u N �^ Q� X Q� � 4 0 L 0 x.. 0 N Q� 0 0 Qi 0 I� 0 0 � C E C DRAT U SGA rice SHEI 4" SHEAVING LE\/. BALLOON AM INC N.T.S. INSTALLATION NOTES: 1. THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS PLUMB AND SQUARE. KEEP HEAD ANS SILL LEVEL AND SQUARE. D15L TOf= PLT 5E T'OND NAILING PATTERN MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. Z 2, CONSTANTLY CHECK WIDTH AT MEETING RAILS (i.e. DOUBLE WALL 5HEATHING SPLICE PER NAILING 5CHEDULE. HUNGS) TO AVOID "BOWED OUT" INSTALLATION. 3. APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE cv m OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTO .. .. 7to .. Jo OPENING. • .. • . . ... • .. • • r • • • • • r • . • • . • • • • • • • • r 4. PLACE 1/4" SHIMS AT SILL CORNERS AND SET WINDOW INTO • , , SHIMS. CENTER THE WINDOW IN THE OPENING ALLOWING A 1/4" • • r • .. . • • GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. • . • , r WHEN INSTALLATION IS COMPLETE, THESE SHIMS MAY BE REMOVED. 5. INSTALL FASTENERS (STRAIGHT, NOT ANGLED) IN EVERY. ' " .. • • + OTHER FASTENER SLOT STARTING AT THE MIDDLE OF THE ' • • 0 ' ' " ' ' " ' ' ' WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A • •' ' MINIMUM OF 1". KEEP WINDOW LOCKED 'UNITL ALL SIDES ARE • . . .. .. .. r . SECURED. • • • • • • • + cfJ 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT • • • •• r • •• • • USED. r FLOOR &''5TEM 1 E,r OND •' • • • 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. & INSULATE AROUND PERIMETER WITH BATT TYPE INSUALTIQN, — — • • — * --- 0, -n -- 1 r r = -n _ I DO NOT USE EXPANDABLE FOAM. THE USE OF EXPANDABLE FOAM WILL VOID WARRANTY. + • r r 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 I T I enPERIMETER AND J—CHANNEL (OR BRICK OR OTHER EXTERIOR CMU WALL FINISHING MATERIAL WHICH SURROUNDS WINDOW). FLASHING SEQUENCING: 1. APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING. &HEAT ' I N ELE\/. 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: SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. SEE SPECIFICATIONS FOR MATERIAL TO BE USED. ii tri v�V y STUD JOINT - GYPSUM WALLBOARD 2X4 BLOGKINCa PLACEp NAILING PER EACH (2) 16d NAILS SCHEDULE EACH END OSHEATHING BLOGKINCz /oZIN.T.S NORIZONTA� JOINTS �'NE,4T4.NGr UPLIFT E�)ETA1LS 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. m m CABINET MATCH C 1S"X18" C� 1" METAL OF METAI METAL Lr CHUTE 1" FLANGE UJD. TRIM LALNE)fRY CNCTE DETAIL 1/211= P-0" (11X1-1) 1"= 1'-0" (22"X34") REv ;7 04- 0 L _0 cf� � d 0. � u N �^ Q� X Q� � 4 0 L 0 x.. 0 N Q� 0 0 Qi 0 I� 0 0 � C E C DRAT U SGA rice SHEI