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2649 Green Swallow Way 18-2259 (a)ww w ANCHOR SPACING TABLE TO SUIT EQUIP. FURN NO. OF ANCHOR/51DE5 r�4" T1'P. SIDES SHT. ANGLE BRACKETS 12" - 24" TWO / 5VE OR 2" WIDE 20ea ITHREE / SIDE — GALV. STEEL STRAPS u 24"X24"X12" CONC. PAD ABOVE 5,45E 0- FLOOD ELEVATION -211 1-31-211 CONDENSOR 4" THICK CONC. PAD- UNIT 5EE PLAN FOR UNIT "= LOCATION FTG. UJ/ (3) #5'S E.UJ. r " El ED REFRIGERANT PIPING TO AIR HANDLING UNIT CONNECT TO UNIT UJ/ #14 SHEET METAL ❑ ❑ 5CREUJ5 UJ/ GASKETED UJA6HER5 4 CONNECT TO PAD UJ/ 1/4 "X1 I/4 " TAPCON SGRF:w OR 3/6" BOLT. 5EE TABLE FOR QTY, PER SIDE. ANCHOR SPACING TABLE LENGTH / 51DE NO. OF ANCHOR/51DE5 LE55 THAN 12" ONE / 51DE 12" - 24" TWO / 5VE 24" - 3&" ITHREE / SIDE 36" UP 8 5tons & UP I+OUR / 51pE FOUNDATION NOTES N.T.S. L CONTRACTOR VERIFY ALL DIMEN5ION5 ON JOB SITE. 2. El DENOTES FILL CELL REINF. L/ CONC. UJ/ (1) #5q� REBAR. GRADE 60 3. IN DENOTES FILL CELL REINF. UJ/ CONC. UJ/ (2) 1*54 REBAR. GRADE 00 4. DO NOT 5CALE PRINTS! CON5TRUCTION TO BE FROM CALCULATED D IMEN51ON5 ONLY, ANY D1.5CREPANCIE5 OR ERRORS TO BE REPORTED PROMPTLY TO 5UPER- VISOR FOR CLARIFICATION. 5. WATER HEATER T 4 P RELIEF VALVE SHALL BE FULL SIZE TO EXTERIOR. WATER HEATS AT OR ABOVE FLOOR LEVEL SHALL BE IN A PAN WITH DRAIN TO EXTERIOR. WATER HEATER SHALL HAVE APPROVED THERMAL EXPANSION DEVICE. 6. 0 DENOTES FLOOR SLAB OF PLANT MIX CONCRETE 2500 P.5J. 4" THICK WITH (oX(o 10/10 GAUGE REINFORCING MAT. WITH MIN, 1" COVER. TERMITE TREATED SOIL WITH .00(omm (& mil) POLYETHYLENE VAPOR BARRIER OVER COMPACTED CLEAN FILL. UJUJF 5HALL BE PLACED IN MIDDLE TO UPPER THIRD OF SLAB AND 5UPPORTED ON APPROVED SLAB 5OL5TER5. *FIBER MESH REINFORCEMENT MAT BE USED A5 ALTERNATIVE TO WIRE MESH. 7, PAVER5 MAY BE U5ED ILO CONCRETE SLABS IN PATIO, PORCH, DRIVE AND W,4LKI.UAT AREA5. DELETE SLAB IN AREA5 PAVERS ARE USED. 8. STANDARD FO G D2 NOTE; #8 NOT USED L -'\I RNA OTING 9, MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED 5'1' COMMUNITY AND COUNT)' CODES. 10, IN LIEU OF TREATING THE SOIL, AN ALTERNATIVE TO TERMITE TREATED SOIL CAN BE TERMICIDE. iL BORA-CARE TO BE APPLIED ON INTERIOR UJALL5 IAUJ MANUFACTURER'5 INSTRUCTIONS AND SPECIFICATIONS, PURSUANT TO CI -4,402 FLORDA BUILDING CODE. ►r.�i.N 10 f . — — 7 If 2(o'-8" 13'-4" 01 01 10 01 24"X24"X12" CONC. 131- 411 10' -211 1-31-211 FTG. UJ/ (3) #5'S E.UJ. r " El ED +E1I I ❑+❑ 15 ❑ ❑ BRICK L PAVERS- I--- --- —, cp 21_811 81_11 15'-lOi/zll II 16 II HOT/COLD 10'-011 31-011 1I `Q D2 UJ,4TER — I PREPLUMB ` q ° ° II II r- if o ° ❑ F______ _ _____ � ________� �' � FOOTING II I CHANGE I II 38 3� II D4if o II -� II II II u 11 II H8 11 II 1'-11k/" S -1SC/ m D2 IEl - " I I I = t11 1 I [;)w `o o I I- EL_ O' -O" REF. ELEV. 1 %o I I UJC IIS "" II I1 LA �► I I 30"X30"X18" 11 I o _ CONC. FTG. UJ/ Y[)2'l I = E.UJ _ _ -r 30"X30"X18(4)5'S r El-• i— CONC. FTG. UJ/ _ ' T -- (4) #5'5 E.I.U. I A _ — Lit 11 11W — I L _- I I � \ IGEMAKER -11_/ n CU KJ N 3i I I L INE -_ I I 13/4,1 + I I I p2 1 I I o p4 ; REF. I I I 14 I = � `�` N _ I I FTG, D4 III �..% 51 II I I I CNA G E\ w. L �l 1 0 - 1� 8 13X¢ 11 I ,� I a 1 13 I I E -- II o ILL— I L.TUB 24"X24"X1&" GONG. FTG. UJ/ I 1 (3) #5'S E.UJ. CUR I, 1 1 14 \ I' H CU. F i I 36 "x3ro"xl(o" m l p2 \ �. I o r _ CONCRETE PAD o W1 5 #5 EACH WAY 3� �' y 11 II T� CHASE PVC A/C I I CU. �9 D4 1 1 F- __ _' _ - �'-811 12'-X3/411 0 09 1 L _ 0 m 11 II 1I II EL 4' D4 II - I1 0 0 0 ❑ a 39 1I 21_ 11 -1'-10" 11'-0" I 39 11 I D 141.811 LI 411 I OOTIN 1 G I CHANGE FOOTING 1 CHANGE I �- '� BRICK I o 2,1 241'X24"X1(o11 PAVERS IS 1 HB GONC, FTG, UJ/ 1n (3) #5'6 E.W. I +❑ I EL -5"o D2 L I I — _ — — — — — — — _j - 13 0 10 0 6>1-10 22) D2 22 gl- ij 11 �i �j. 1,/]11_811 SG/. 1-011 D2 ](01-011 SGf '-0" D2 201-011 0' -S 0 II 201-011 1001 401-o11 FOUNDATION .licil i II/ -4"=1'-0` F TABUL,AT I ON -S" UFFER LIVING ---------------- 1,708 5F, LOUDER LIVING ---------------- 1,367 5F. TOTAL LIVING---------------- 3,0777 5F. C-;ARAGE--------------------- 634 5F, ENTRY PORCH----------------- 9& 5F. LANAE ----------------------- Ila 5F. FRONT 5ALCONY-------------- N/A 5F, REAR SALCONY-------------- N/A 5F. TOTAL UNDER ROOF 3,983 5F. GENERAL NOTES 1. CONTRACTOR TO VERIFY ALL DIMEN51ON5 ON J05 51TE. 2, DO NOT 5CALE PRINT51 CON5TRUCTION TO 5E FROM CALCULATED DIMENSIONS ONL''. ANY D15CREFANCIE5 OR ERROR5 TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION, 3. ALL INTERIOR FRAME WALL D IMEN51ON5 TO BE 31/2" UNLESS NOTED OTHERWISE, 4. ALL EXTERIOR 5LOGK WALL D IMEN51ON5 TO 5E -11/2" UNLESS NOTED OTHERW15E. E�, PULL ALL D IMEN510N5 FROM THE REAR OF PLAN. 1'11 '1 11 1'-4" lo -S" _ - 51 El O LANAI GLG- �Q —g SI— &'_2Y2" I 0 0 o a a a o 9'4 CLG: ° m CAFE 9'4 GLC. _ 8'-03411 31_/7111 \ 15'-111 � 1GG✓✓ �'-5 KJ' -33/411 � ° m ❑ A1fL= _ ------ (f5,2 1 I --- iElG. �II � Cp II -; 1 `J'4 CLG. EJ II m c+l I1 go I O ,I I I -11 211 ' 3 -9" 5'- 3'-5" 5 --111 = 21 4„ .\ r � 1 m El S1-103/4 ,1 41 -211 _ Ii1 vn I I I >P lo I I a m cd ! — 11 ! � m -" I I I I I I I I -x �" m 1 1 1 1 1 1 1 m I I I I I l I TANDEM Si Vi Li _ =ZLI--__L_i� - g'4 CLG4�' =N I �_ J II I L... ._JL_ _J^� LAUNE R/ 2� 1 5�n 9'4 CLC. 1'-1II am 1�n/ (m� 11_�II' Oar El 011 -53/4 9 4 CLG. Gu. _ - -� c� m `� ❑ � FLEX FS E R CU. 4 LG GA fRAGE ❑ �r - N 9'4 GLG. ❑ ❑ ❑ ❑ ❑ 3'-0" II' -SII 41_(ZII V 411 ii II N � I I El .C�4. 12' CLG. - o ° - -- El N N ❑ 0 ID ❑ 1 / - /'�\ 11 Ki ice✓1,21-0111 2 1 `+ /J111 S�(�/ 20'-011 401.011 FLAN UJ/ .� i i f W/LIMITED STORAGE: ------------ 20 PSF HOT/COLD ROOMS OTHER THAN WATER PREPLUMB SLEEPING ROOM: ------------40 PSF SLEEPING ROOM: -----------30 PSF STAIR LIVE LOAD----------------- 40 PSF BALCONIES: ---------------40 PSF PA55ANGER VEHICLE GARAGE: _ _ _ _ 50 PSF ROOF LIVE LOADS MINIMUM ROOF LIVE LOAD PSF) TRIBUTARY LOADED AREA (SQ, FT.) FOR ANY 5TRUCTURAL MEMBER ROOF SLOPE 0-200 201-000 OVER e00 0:12<4:12 20 leo 12 >_ 4:12 < 12:12 1(o 14 12 >_ 12:12 12 12 12 WIND INFOF,MATiON fi ER &TN EDITION, 2011 FLORIDA BUILDING RESIDENTAIL CODE 1, 5A51G WIND SPEED------------ 1,40 MPH 2, WIND IMPORTANCE FACTOR: --------- N/A 3. BUILDING CATEGORY: --------------- B 4. INTERNAL PRESSURE - - - - +/-.18, INCLUDED COEFFICIENT: IN NOTE *l5 5. COMPONENT / CLADD ING - - - - - 5EE PLAN DESIGN WIND PRE55URE: + XXX DESIGN WIND PRESSURE IAW FLA XXX RESIDENTIAL CODE, SECTION R.301 NOTE: DESIGN PRESSURES BASED ON 5A51C WIND SPEED AND NOT ULTIMATE WIND SPEED, GENS FRAL NOTES 1. PROVIDE RECESS HOT 4 COLD WATER WITH DRAIN 0 WASHER 5PACE. 2. VENT DRYER THRU ROOF, 3. PROVIDE COLD WATER LINE FOR ICE MAKER LINE e REF. SPACE, 4. DO NOT SCALE PRINT51 CONSTRUCTION TO BE FROM CALCULATED D IMEN5ION5 ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 5, MECHANICAL EQUIPMENT LOCATION TO BE DETERMINED BY COMMUNITY' STANDARDS AND APPLICABLE COUNTY CODES_ 6. DENOTES CONC. BLOCK WALL HGT. -6) 9'-4" A.F.F. DENOTES CONC. BLOCK WALL HGT. e 12'-0" A.F.F. 7. REFER TO TYPICAL DETAIL SHEET FOR EXTERIOR WALL FINISH SPECIFICATIONS S. REFER TO DETAIL SHEETS FOR FLA5HING REOUIREMENT5 AT ALL WOOD TO MA50NRY INTERFACES 9, ANCHOR THE CONDENSER UNIT TO SLAB PER CODE: M 130.1 M1301.2 10. ALL INTER, FIR5T FLOOR CEILINGS AT 9'-4" UNLESS NOTED OTHERW15E. DRYEi:Z- VENT RECESS, PLUMB, ALL LOAD INFOfRMATION FLOOR CEILINGS AT FLOOfR NOTE. DOOR FROM HOU5E TO GARAGE MUST PER &TH EDITION, 201-1 FLORIDA BUILDING BE SOLID WOOD DOORS NO LESS 1 3/0" RE5IDENTAIL CODE UNLE55 NOTED OTHERW15E. IAW R302.5.1 DEAD LOADS (22X34) FLOOR: STRUCTURE -------------- 7 PSF CEILINGS -------------- 3 PSF MECH/ELEC-------------- 5 PSF PAiRTITION5-------------- 5 PSF TOTAL -------------- 20 PSF ROOF: SHEATHING -------------- 5 PSF STRUCTURE -------------- -1 PSF CEILINGS -------------- 3 PSF MECH/ELEC-------------- 5 PSF TOTAL --------------20 PSF FLOOR LIVE LOADS RESIDENTIAL FLOOR: ------------40 PSF UNINH,45ITA5LE ATTIC WITHOUT STORAGE: ------------ 10 P5F UNINH,45ITAi3LE ATTIC W/LIMITED STORAGE: ------------ 20 PSF HOT/COLD ROOMS OTHER THAN WATER PREPLUMB SLEEPING ROOM: ------------40 PSF SLEEPING ROOM: -----------30 PSF STAIR LIVE LOAD----------------- 40 PSF BALCONIES: ---------------40 PSF PA55ANGER VEHICLE GARAGE: _ _ _ _ 50 PSF ROOF LIVE LOADS MINIMUM ROOF LIVE LOAD PSF) TRIBUTARY LOADED AREA (SQ, FT.) FOR ANY 5TRUCTURAL MEMBER ROOF SLOPE 0-200 201-000 OVER e00 0:12<4:12 20 leo 12 >_ 4:12 < 12:12 1(o 14 12 >_ 12:12 12 12 12 WIND INFOF,MATiON fi ER &TN EDITION, 2011 FLORIDA BUILDING RESIDENTAIL CODE 1, 5A51G WIND SPEED------------ 1,40 MPH 2, WIND IMPORTANCE FACTOR: --------- N/A 3. BUILDING CATEGORY: --------------- B 4. INTERNAL PRESSURE - - - - +/-.18, INCLUDED COEFFICIENT: IN NOTE *l5 5. COMPONENT / CLADD ING - - - - - 5EE PLAN DESIGN WIND PRE55URE: + XXX DESIGN WIND PRESSURE IAW FLA XXX RESIDENTIAL CODE, SECTION R.301 NOTE: DESIGN PRESSURES BASED ON 5A51C WIND SPEED AND NOT ULTIMATE WIND SPEED, GENS FRAL NOTES 1. PROVIDE RECESS HOT 4 COLD WATER WITH DRAIN 0 WASHER 5PACE. 2. VENT DRYER THRU ROOF, 3. PROVIDE COLD WATER LINE FOR ICE MAKER LINE e REF. SPACE, 4. DO NOT SCALE PRINT51 CONSTRUCTION TO BE FROM CALCULATED D IMEN5ION5 ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 5, MECHANICAL EQUIPMENT LOCATION TO BE DETERMINED BY COMMUNITY' STANDARDS AND APPLICABLE COUNTY CODES_ 6. DENOTES CONC. BLOCK WALL HGT. -6) 9'-4" A.F.F. DENOTES CONC. BLOCK WALL HGT. e 12'-0" A.F.F. 7. REFER TO TYPICAL DETAIL SHEET FOR EXTERIOR WALL FINISH SPECIFICATIONS S. REFER TO DETAIL SHEETS FOR FLA5HING REOUIREMENT5 AT ALL WOOD TO MA50NRY INTERFACES 9, ANCHOR THE CONDENSER UNIT TO SLAB PER CODE: M 130.1 M1301.2 10. ALL INTER, FIR5T FLOOR CEILINGS AT 9'-4" UNLESS NOTED OTHERW15E. DRYEi:Z- VENT RECESS, PLUMB, ALL INTER. SECOND FLOOR CEILINGS AT FLOOfR FLAN UJ/ NOTE5 lI c it 9'-0" UNLE55 NOTED OTHERW15E. 1/8" =1'-0" (11X1 -I) 1/4"=V-0" (22X34) 1+133.7 44.0 PR, SH25 NOTE, RAF -)IAN? BARRIER INSULATION NOTE= 5EE FINAL DOLOR SHEET FOR FLOORING INFO w oQ) r u WQ� Q ®� IL 0® N �0 UL N (S)� Cu c3 ffi-f's) Q) S.- VS _Q)� 0 -K E CA .� W U �0 (J) P6 S o 3 .0. Lu W :;Wu o � z LQ) o -cC 7-1 � 0 (j, m N (2, o o -o LL �® W s- _� z Q W o � u Q)3 InC Z e sfu N ° a W OL® Q N H U am � o Jo u — V CTENERAL NOTE5 1, CONTRACTOR TO VERIFY ALL D IMEN5ION5 ON JOB SITE, 2, DO NOT SCALE PRINTS! CONSTRUCTION TO PE FROM CALCULATED DIMENSIONS ONLY. ANY DI5CREPANCIE5 OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION, 3. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 31/2 " UNLESS NOTED OTHERUI5E. 4. ALL EXTERIOR 5LOCK WALL D IMEN5ION5 TO 3E -11/2 " UNLESS NOTED OTHERW16E. r2. FULL ALL DIMENSIONS FROM THE REAR OF PLAN. UFFEF-,, FLOOF,, W1 E)I�-IENS�ON5 I/c5ll=l'-0"/I ® E Q). lug � O �® N UL Q) � N e6 Q) r-� N ,L- S-- 3 N Q) V-- Q) Z Q N � W N Y= Q) �- w U � Q )3 4 Qzr4 0 UNC -: LU 0 O Z L Q)Q) � � N � N LCL Ul LU r6 L 0 � Q w \ ®Q}) �Q U N N to w (S) Q)E3 CL LU B 1: (L 0 r cl Q w o i�— UL � o ct) U LCAD INFOF,t-IATICN NOTE: 7,)oc)fR r -Rot -i HOUSE TO r2rARAC:;E MUST PER &TH EDITION, 2011 FLORIDA BUILDING BE 50LID WOOD DOORS NO LE56 13/8" RE51DENT,41L CODE IAW R302,5.1 DEAD L0,425 FLOOR: STRUCTURE -------------- - 1 F5F CEILINGS -------------- 3 f=5F MECH/ELEC -------------- 5 f=6F f=ARTITION5 -------------- 5 F5F TOTAL -------------- 20 f=5F ROOF: SHEATHING -------------- 5 FSF STRUCTURE -------------- I P5F CEILINGS -------------- 3 F&F t-lECH/ELEC --------------- � f=&F TOTAL -------------- 20 FeF FLOOR LIVE L0,425 RESIDENTIAL FLOOR: ------------40 F6F UNINHABITABLE ATTIC, WITHOUT STORAGE: ------------ 10 f=5F UNINHABITABLE ATTIC, W/LIMITEF-) 5TOR,46sE: ------------ 20 F5F ROOMS OTHER THAN -- 40 P51=&LEEPING ROOM: -- --------- SLEEPING ROOM, ------------ 30 F6F STAIR LIVE LOAD: ---------------40 f=5F BALCONIES: --------------- 40 P&F i=,4e5,4NC:;ER VEHICLE GARAGE: 50 F&F SOCE LIVE LOADS MINIMUM ROOF LIVE LOAD (f=eF) TRIBUTARY LOADED AREA 150. FT.) FOR ANY STRUCTURAL MEMBER ROOF SLOPE 0-200 201-roOO OVER roOO 0:12 <4:12 20 1 ro 12 > 4,12 < 12 :12 fro 14 12 12:12 12 12 12 WIND INFO fRMAT ICN PER &TH EDITION, 2011 FLORIDA BUILDING f;REeIDENTAiL CODE 1, 5,4elC WIND SPEED: ----------- 140 MPH 2. WINE) IMPORTANCE FACTOR: --------- N/A 3, BUILDING CATEGORY: --------------- 5 4. INTERNAL PRESSURE - - - - +/-.18, INCLUDED COEFFICIENT: IN NOTE 4*5 5, COMPONENT / C;L,4F,)F,) INS - - - - - 5EE PLAN DESIGN WINE) f=RE5eURE: + XXX DESIGN WIND PRESSURE IAW FLA XXX RESIDENTIAL CODE, SECTION 8301 NOTE- DESIGN, PRE55URE5 BASED ON BASICWIND 5f=EED AND NOT ULTIMATE WIND SPEED. G;ENERAL NOTES 1, PROVIDE RECESS HOT 4 COLD WATER WITH DRAIN e W,45HER 5PASE, 2. VENT F-)f;R"rEf;R THRU ROOF. 3, PROVIDE COLD WATER LINE FOR ICE MAKER LINE 6 REF, SPACE. 4. DO NOT SCALE PRINTS! CON5TRUCTION TO BE FROM CALCULATED IDIMENelON5 ONLY. ANY 7-)I5GREf=ANCIE5 OR ERRORe TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARiFICATION. F;,, MECHANICAL EaUIPMENT LOCATION TO BE DETERMINED 5T' COMMUNITY 5TANDARD5 AND APPLICABLE COUNTY CODES. DENOTES GONC. BLOCK WALL IGT. e N/A DENOTES CONC. BLOCK WALL HGT. e N/A 1, REFER TO TYPICAL DETAIL SHEET FOR EXTERIOR WALL FIN16H SPECIFICATIONS 0, REFER TO DETAIL SHEETS FOR FL,4eHINr-:; REaUIREMENT6 AT ALL WOOD TO MASONRY iNTERFACE5 'El ANCHOR THE CONDENSER UNIT TO 5L,45 f=>EF, CODE: M 1301.1 - M1301.2 10. ALL INTER. FIRST FLOOR CEILINGS AT 9'-4" UNLESS NOTED OTHERWISE. ALL INTER. SECOND FLOOR CEILING -P5 AT UPPEf;R PL OOfR FLAN LU/ NOTES licil 9'-0" UNLESS NOTED OTHERW16E. 1/011=1'-O" NIX17) 1/4"=l'-01' (22X34) 42"H, WALL W1 IX CAP KNEE 5P NOTE, 5EE FINAL COLOR 5HEET FOR FLOORING--; INFO Q) Q) Q) Q) Q) T Q) x Q) c- S� Q) Q) Q) Q) Q) Q) Q) U Q9 0. Q) Lo (L CL 190 EXT fORN,5�4 NOTE& 1. LATH TO BE ATTACHED IAUJ 8103.11 OF THE (oTH EDITION, FBCR, 2017 2, 1=LASTERINr-:; TO 5E WITH PORTLAND CEMENT, INSTALLED IAUJ R703.7.2 OF THE &TH EDITION, F5C;R, 2017 3, UJEEP SCREED TO BE INSTALLED IAUJ R7031.2.1 OF THE (oTH EDITION, FBCR. 201-1 4, WATER RESISTANT BARRIER TO BE INSTALLED IAJ R103.1.3 OF THE &TH EDITION, FBCR. 2011 5 "ZIP SYSTEMS" WALL SHEATHING MAY BE USED AS AN ALTERNATIVE FOR WALL SHEATHING AND VAPOR BARRIER, ON EXTERIOR WALLS. FI5ERGL,455 SHNGLES 1X SMOOTH FINISH BAND - 1X4 SMOOTH FINISH BAND EL.I'B'-83/ " /PL.HGT. EL.18'-43/ " /HDR HGT. EL. 12'-0" /PLT. HGT. ENTRE' EL.10' -83/ " /2ND. FN. FL. EL. 9'-4" /FLT, HGT. EL. 0'-0" /HQR. HGT. 1X SMOOTH FINISH 5AND- 1X4 SMOOTH FINISH BAND EL. 0'-0 /FIN. FLR. 3/S" TEXTURED CEMENTITIOU5 FINISH EL.19'-83/ " /PL.HGT. 3/ T. /HDR_ NCs TEXTURED CEMENTITIOU5 FIN. ON METAL LATH OVER 1/16 OSS, SHEATHING EL.10' -83/ " /2ND. FN. FL. EL. 9'-4" /PLT. HGT. EL. 8' -0" /HDR. HGT. EL. 0'-0" /FIN. FLR. 12 6 R i HRONT ELEVAT�ON ii c ii 1/8" =1'-0" NIX1-I) 1/4"=P-0" (22X34) 171—F7 I— �F— I F- I F- �F- F -,F- I F -Fl I I F-1 -_ OFF -RIDGE ROOF VENTS - REFER TO ,4TTIC VENTILATION CALCULATION FOR VENT QUANTITY) F15ERGLA55 SHINGLES FIBERCsLASS SHINGLES o// � /7�r USE it oF- HRONT ELEVAT�ON ii c ii 1/8" =1'-0" NIX1-I) 1/4"=P-0" (22X34) 171—F7 I— �F— I F- I F- �F- F -,F- I F -Fl I I F-1 -_ OFF -RIDGE ROOF VENTS - REFER TO ,4TTIC VENTILATION CALCULATION FOR VENT QUANTITY) F15ERGLA55 SHINGLES FIBERCsLASS SHINGLES o// � /7�r it oF- 3/8" TEXTURED CEMENTITIOU FINISH REAS ELEVATION 1/011=P -O" (11X1 -I) 1/4" =1' —0" (22X34) 6 FIBERGLASS SHINGLES 1X SMOOTH FIN 15H BAND EL.18'-43/4" /HDR. HGTA. N 1X4 SMOOTH FIN15H BAND /----FI5EiRGLA55 SHINGLES EL.10'-83/4" /2ND. FN.... EL. 9'-4` /PLT. NGT. EL. 8'-O" /HDR. HGT. 1Xro SMOOTH FINISH BAND EL. 0'-0" /FIN. FLR. 3/5" TEXT. CEMENTITIOUS FINISH EL.19'-83/ 11 /PL.HGT. EL.18'-43/4" /HDR- — l/8" TEXT. CEMENTITIOU5 FIN. ON METAL LATH OVER 1/16' OSB. SHEATHING EL.10'-83/4" /2ND. FN. F�.. EL. 9'-4" /PLT. HGT, EL. 8'-0" /HDR. HGT. EL. 0'-0" /FIN. FLR. J w Q) Q �U �[L o® UL 3 �d) S Q� �s 73 o M� w u � C0 o � N � J S _u NA-- M7 w• c 0 00 A) 0 LU jr 0 0 r U @l z 0 S wLu w Lu (. Z s� N cl CoQ) 0 :) D �9 u Q � N 73 U 0. � o ��o EL.18' -43/ " /HDR. HC 1%" TEXT. CEMENTIT ON METAL LATH O� OSP, SHEATHING; O,EL. 12'-0" /PLT. HG;T OLE L.10'-53/4" /2ND. FN o,LEL. 9'-4" /FLT, Hr -3T. EL, 5'-0" HG' EL. 0'-0" /FIN. FLR. FINISH LEFT ELEVATEON ILII 1/8"=1'-O" (11X1-1) 1/4"=1'-0" (22X34) f- L.IB'-S-1/ " /PL.HC";rT. IV L.IS' -43, " /HDR. HCJT a" TEXT. CEMENTITIOUS FIN. >N METAL LATH OVER i/1(o" )55. SHEATHING L. 121-0"/FLT. HGT, L.10'-5%" /2ND.F . L. e'-4" /PLT. HCT. L. S' -O" /HDR. HGT. Ir L. 0'-0" /FIN. FLR. EXTEfRlOfR FINISH NOTE& I. LATH TO 5E ATTACHED IAW R-1031.1 OF THE &TH EDITION, FBGR, 201'1 2. PLASTERING; TO 5E WITH PORTLAND GEMENT, INSTALLED IAW F, 103.1,2 OF THE &TH EDITION, FE3CR. 2011 3. WEEP SGREED TO 5E INSTALLED IA.0 Ri03.7.2.1 OF THE &TH EDITION, F5CR, FZG�T L AT f O II c iI 1/511=1'-O" N1X10 1/4"=I' -o" 122X34) -/$ 1 �--^ I FINISH %BRIER TO BE 1.3 OF THE (oTH 3HEATHING MAS' ERNAT I VE FOR VAPOR OR WALLS. `Q ® ® ry MIRi2 � - MC N LAV. � DOD N E0 FID KNEE 5P. L5EAT 11 12 15 lNTEF,,l0FR-,- E 1/5" =1'-0" NIX17) I/4" =1'-0" (22X34) NOTE: INTERIOR ELEVATIONS ARE CONCEPTUAL ONLY. 5EE GABINET 5N0P DRAWINGS FOR FINAL VERIFICATION. 11 El N C'V � ♦ I L� J DO N REF. i I 5P• I I I a rQ �(1 cf) e � � -jN �� N m `Q ® ® ry MIRi2 � - MC N LAV. � DOD N E0 FID KNEE 5P. L5EAT 11 12 15 lNTEF,,l0FR-,- E 1/5" =1'-0" NIX17) I/4" =1'-0" (22X34) NOTE: INTERIOR ELEVATIONS ARE CONCEPTUAL ONLY. 5EE GABINET 5N0P DRAWINGS FOR FINAL VERIFICATION. L.T. MIRK. L V. N C'V � ♦ I L� J DO (,4 a rQ e � � L.T. YN iY ♦ I L� J DO � !� MES rQ /J�M I RRORS ♦ I L� J EO. EO. � !� MES rQ e � � TRIM /J�M I RRORS •q w ca 1/4"=1'-O (11X1 -I) 1/2"=1'-0 (22X34) r.4 r4 MIRR. _ MI lfR. N _ MC LAV. m 0-) m m LAV. KNEE SPACE 1� li 1XEo (r7 H00K5) EO. EO. N rQ •q w ca 1/4"=1'-O (11X1 -I) 1/2"=1'-0 (22X34) r.4 r4 MIRR. _ MI lfR. N _ MC LAV. m 0-) m m LAV. KNEE SPACE 1� li I&" FIRE -ENG, WD, FLOOR SYSTEM e 24" O.G. 2X4 LEDGER- ATTACH. W1 126 NAILS I'D (o" O.C. HANDRAIL R311.1.5. &TN EDITION FBCR (2011) 34"-35" ABV, TREAD NOSING ON OPP051TE WALL -.,-r ,......, . , , 1'AGH UJ/ 1201 CUT NAILS e (oO.C. /-3/4" QTR. RND. 3/4" FINISHED PLYWOOD (TYP.) IIf Itif I 1/5"=1'-0" NIXI I) 1/4"=1'-0 (22X34) FI5ERC;L455 SHINGLES PRE -ENC;. WD. TRUSSES 5Y5TEM 's 24" O.C. 1LATION PEIR 2011 FBG- :RC;Y CONSERVATION - I EDITION EL. 19'-53/4" /PLT. HGT-6 EL. 18'-43/x" /HIR I) EL.10'-83/ " /FIN. F IV EL: S'-4" /PLT. HGT. EL. 5'-0" /HDR. HC:;T. EL. 0' —0" /FIN. FLR. II L �J o For Q) �(L a U Q� Q) � N K Q)x oIL u � �j w M7 ul 0 00 Q9 4� 0 LL �® w 0 LU LLI �3 LU o - �U z �u a � ee � � o 1XEo (r7 H00K5) EO. EO. = N rQ TRIM I&" FIRE -ENG, WD, FLOOR SYSTEM e 24" O.G. 2X4 LEDGER- ATTACH. W1 126 NAILS I'D (o" O.C. HANDRAIL R311.1.5. &TN EDITION FBCR (2011) 34"-35" ABV, TREAD NOSING ON OPP051TE WALL -.,-r ,......, . , , 1'AGH UJ/ 1201 CUT NAILS e (oO.C. /-3/4" QTR. RND. 3/4" FINISHED PLYWOOD (TYP.) IIf Itif I 1/5"=1'-0" NIXI I) 1/4"=1'-0 (22X34) FI5ERC;L455 SHINGLES PRE -ENC;. WD. TRUSSES 5Y5TEM 's 24" O.C. 1LATION PEIR 2011 FBG- :RC;Y CONSERVATION - I EDITION EL. 19'-53/4" /PLT. HGT-6 EL. 18'-43/x" /HIR I) EL.10'-83/ " /FIN. F IV EL: S'-4" /PLT. HGT. EL. 5'-0" /HDR. HC:;T. EL. 0' —0" /FIN. FLR. II L �J o For Q) �(L a U Q� Q) � N K Q)x oIL u � �j w M7 ul 0 00 Q9 4� 0 LL �® w 0 LU LLI �3 LU o - �U z �u a � ee � � o M PIAN ICAL=/N RAL NOTES 200AMP I.UP'. #4/0 ALUM. S.E.R. BREAKER 200A -MAIN BREAKER PER (oTH ED. 2011 FLA BLD, CODE -RESIDENTIAL 1.) COMPLETE DUCT DESIGN W/ SIZES 4 R -VALUE _ NI INSIDE PANEL COMPLYING UJ/ THE FLORIDA ENERGY EFFICIENCY METER 5 RMX TO RNG. CODE FOR BUILDING CONSTRUCTION 610.1 ABC.] # 10/3 TO Dfi2i'ER. _ # 10/2 TO W/H G 2.)APPLIANES SHALL BE ACE5515LE FOR INSPECTION, SERVICE, REPAIR AND REPLACEMENT SECONDARYA/C $ A/H T.B.D. WITHOUT REMOVING PERMANENT CONSTRUCTION. FEED BY # 14 FOR LIGHT A) CHAPTER 13 OF THE FBC-R 2011 &TH SECTION UTILITY CO. AND PWR M1305.1 INTERIOR PANEL 3.) AIR CONDITIONING SYSTEM SHALL 8E COMPLETELY BALANCED, ALL ROOMS ISOLATED -_ INTERSYSTEM BONDING FROM THE RETURN AIR SHALL BE PROVIDED WITH TERMINATION MEANS TO COMPLY WITH SECTION M1(o02 OF THE BOND 1*4 BARE 'COOPER WIRE TO FBCR CODE 201-1 (oTH EDITION. FOUNDATION STEEL AS PER 2014 N.E.G. 250.52(A)(3) 4.) IAW NEC 2014- 210.12 -ALL 15A OR 20A, 120V BRANCH CIRCUITS SUPPLYING OUTLETS OR ELECTRICAL RI6ER D1,4GR,4t'-1 DEVICES IN THE FOLLOWING LOCATIONS REQUIRE NOTE= N.T.s. AFCI PROTECTION- KITGHEN, FAMILY RMS, DINING ELECTRICAL MATERIALS AND INSTALLATIONS SHALL RMS, LIVING RMS, PARLORS, LIBRARIES, COMPL'' W/ APPLICA5LE PROVISIONS OF THE NATIONAL BEDRaoMS, DENS, CLOSETS, SUNROOMS ELEC, CODE 250>52CA)(1) TO ((o), LOCAL CODES, AND rHE LOCAL POWER COMPANY. RECREATION RM5, HALLWAYS OR SIMILAR AREAS 250.52(,4)(3) Concrete -Encased Electrode. SHALL BE PROTECTED BY A LISTED AFCI DEVICE OF THE COMBINATION TYPE. Concrete -encased electrodes can be horizontal or vertica I and must be at Fast. 20 ft. lona. 5.) IAW NEC 2014- 40&.12, ALL 15A AND 20A, 125V RECEPTACLES SHALL BE LISTED AS TAMPER Concrete -encased electrodes can be horizontal or RESISTANT. vertical and must be at least 20 ft, lona.. ro.) ALL OUTLETS IN 5ATHROOM5 AND LAUNDRY ROOM SHALL BE GFCi There are two types of concrete -encased electrodes: (1) steel reinforcince bars or rods which 1.) SMOKE ALARMS SHALL BE IN ALL SLEEPING are not less than % inch in diameter and at least 20 AREAS, SHALL BE INTERCONNECTED, SHALL BE ft, lona, encased in 2 inches of concrete± (2) 20 Ft, WITHIN 1' T0.3' OF PEAK 4 SHALL BE 3' FROM THE of bare copper conductor not smaller than No. 4 SUPPLY OR RETURN AIR- STREAM � EQUIPPED UJ/ ,d,� encased in 2 inches of concrete. A BATTERY BACIKUP. ALARMS MAY NOT BE CONNECTED WHERE ALARMS ARE WIRELE55 4 ALL The steel reinforcince rods must be in a location that ALARMS SOUND UPON ACTIVATION IAW FBCR 8314.3 is in direct contact with the earth. The reinforcin & R314.4. MODEL# TO BE USED ON THIS JOB TO BE: rods can be connected with tie wires, and a sincele BRK: SMOKE -91208, C/O- SC9120B lenceth of rod can be used as the concrete -encased KIDDE: SMOKE -21007581, C/O 21006377-N electrode. The reinforcing rods cannot be coated with non-conductive material. a.) ALL WATER HEATERS HAVING AN IGNITION SOURCE TO BE ELEVATED SUCH THAT THE SOURCE Section 250.50 requires a concrete -encased OF IGNITION IS MINIMUM la" ABOVE GARAGE FLOOR electrode to be connected to the eroundince UNLESS WATER NEATER IS L15TEID AS FLAMMABLE electrode system if it is present. Several states VAPOR IGNITION RESISTANT. IAJ FBCR 2011, have modified this requirement to say a &TH ED. P2801.1 concrete -encased electrode must be used as a grounding electrode only if it is available. In those e.) ALL EQUIPMENT 4 APPLIANCES, INCLUDING jurisdictions, if the footings or Foundations have WATER HEATERS HAVING AN IGNITION SOURCE TO been poured before the electrical contractor BE ELEVATED SUCH THAT THE SOURCE OF IGNITION arrives at the site, and a reinforcing roof i5 not IS MINIMUM 18" ABOVE GARAGE FLOOR UNLESS IT IS available For use as a grounding electrode, then a LISTED AS FLAMMABLE VAPOR IGNITION groundince connection to the reinforcine rod is not RESISTANT. IAW FBCR 2011, &TH ED, required. IOJTHE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3 11J ALL ELECTRICAL WORK TO BE DONE PER NEC 2014 12.) ADDITIONAL ELECTRODE MAS BE REQUIRED IN ACCORDANCE WITH NEC, 250.53(,4)(2) ELECT IAL ND 0 SINGLE POLE SWITCH OUTLET, Tv/CABLE $� THREE UJA1' SWITCH / OUTLET, PHONE OUTLET 110-115 INTERCOM :0 OUT. 110-115, SPLIT WIRED ® CHIMES OUT. 110-115, W/ U55 0 SMOKE DETECTOR OUT, 110-115, CLG. MOUNT. GM CARSON MONOXIDE ® OUT. 110-115, FLR. MOUNT. D PUSH BUTTON B SPCL. PURPOSE 220-240 Q EXHAUST FAN LIGHT FIXT., CLG. MTD, EX, FAN/LIGHT COM50 LIGHT FIXT., WALL MTD. QO DISPOSAL ® LIGHT FIXT., RECESSED ® ELECTRICAL PANEL ® LIGHT FIXT., REC. ADJUST. ® CEILING FAN, PREWIIRE LIGHT FIXT., PULL CHAIN CEILING FAN, INSTALL 7c� LIGHT FIXT-,FLUORESCENT M ELECT. JUNCTION 5OX LIGHT FIXT., EXT. FLOODS ® THERMOSTAT E LIGHT FIXT., EMERG. EXIT ® DISCONNECT SWITCH LIGHT FIXT., EXIT/5ACKUP ELEC. POWER METER HOT/CC WATER PREPL ' / �• I (. J '�( if JI /' +' �' 7�-� �if�� IF DED - POOL VERIFY LOC. F 1 5T FLOO LECTfRICAL FLAN_ NOTE: SEE FINAL COLOR SHEET FOR I/511=1' -O" (11X11) 1/4"=V-0" (22X34) TV, FANS 4 PHONE LOCATIONS 0� W Q) ®:3 Q ®cd) (Or 0 UL�L �® V3 Qx � S �s) o �0 w Mth 14- Q) �- w u � �o L LU 0 �® Z L n� Q `! m 0 N 4 f LL �0 w O10 3 0 L L � � o ®1 Q � oQ) w Q) L 9 -7)0 O Q) E N Q9 ®Z z L p � cf(yZ S Q z u l7 a N � O MECH4ANICAL/GTENEfRAL NOTE, 200AMP UJP. #4/0 ALUM. S,E.R. BREAKER 200A -MAIN BREAKER PER &TH ED. 201-1 FLA BLD. CODE -RESIDENTIAL 1.) COMPLETE DUCT DESIGN UJ/ SIZES 4 R -VALUE NI INSIDE PANEL COMF`LYING W/ THE FLORIDA ENERGY EFFICIENCY (MFE=:TER ___ # a Rt -IX TO RNG, CODE FOR "BUILDING CONSTRUCTION (o10.1 A5C.1 # 10/3 TO DRYER _------ # 10/2 TO UJ/H 10/2 2.)APPLIANCES SHALL BE ACE5515LE FOR INSPECTION, SERVICE, REPAIR ANp REPLACEMENT A/C � A/H T.B.p, WITHOUT REMOVING PERMANENT CONSTRUCTION. FEED BY # 14 FOR L IGHT A) CHAPTER 13 OF THE FBC-R 2011 OTH SECTION UTILITY CO. AND PJR M1305:1 INTERIOR PANEL 3.) AIR CONDITIONING SYSTEM SHALL BE COMPLETELY BALANCED. ALL ROOMS ISOLATED - INTERSYSTEM BONDING - FROM THE RETURN AIR SHALL BE PROVIDED WITH TERMINATION MEANS TO COMPLY WITH SECTION M1602 OF THE 80ND #4 BARE COOPER WIRE TO FBCR CODE 2011 6TH EDITION. FOUNDATION STEEL AS PER 2014 N.E.C. 250.52(AX3) 4.)IAW NEC 2014- 210.12 -ALL 15A OR 20,4,120V ELECTRICAL R15ER DIAGRAM BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES IN THE FOLLOWING LOCATIONS REQUIRE NOTE: N.T.S. AFGI PROTECTION- KITCHEN, FAMILY RMS, DINING ELECTRICAL MATERIAL5 AND INSTALLATIONS SHALL RM5, LIVING RM5, PARLORS, LIBRARIES, COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL BEDROOMS, DENS, CLOSETS, SUNRODMS ELEC. CODE 250.52(A)(1) TO l(o), LOCAL CODES, AND THE LOCAL POWER COMPANY. RECREATION RMS, HALLWAYS OR SIMILAR AREAS 2E✓0.52(AX3) Concrete -Encased Electrode. SHALL BE PROTECTED 1:31' A LISTED AFCI DEVICE OF THE COMBINATION TYPE. Concrete -encased electrodes can be horizontal or vertical and. must be at least 20 ft. long. 5.) IAW NEC 2014- 40&.12, ALL 15A AND 20A, 125V RECEPTACLES SHALL BE LISTED AS T,4Mf=>ER Concrete -encased electrodes can be horizontal or RESISTANT, vertical and must be at Fast 20 Ft. lone. (o.)ALL OUTLETS IN 5ATHROOM6 AND LAUNDRY ROOM SHALL BE GFCI There are two types of concrete -encased electrodes: (1) steel reinforcine bars or rods which 1.) SMOKE ALARMS SHALL BE IN ALL SLEEPING are not less than /Z inch in diameter and at least 20 AREAS, SHALL BE INTERCONNECTED, SMALL BE Ft. Ione, encased in 2 inches of concrete+ (2) 20 ft. WITHIN V TO 3' OF PEAK 4 6H4ALL BE 3' FROM THE of bare copper conductor not smaller than No, 4 SUPPLY OR RETURN AIR- STREAM 4 EQUIPPED W1 AWG encased in 2 inches of concrete. A BATTERY BACKUP. ALARMS MAY NOT BE CONNECTED WHERE ALARMS ARE WIRELE55 4 ALL The steel reinForcine rods must be in a location that ALARMS SOUND UPON ACTIVATION IAW FBCR R314.3 is in direct contact with the earth. The reinforcin 4 8314.4. MODEL* TO BE USED ON THIS JOB TO BE: rods can be connected with tie wires, and a sinels BRK- SMOKE -9120B, C/O- 809120B length of rod can be used as the concrete -encased KIDDE SMOKE -21007581, C/O 21006377-N electrode. The reinforcing rods cannot be coated with non-conductive material. a.) ALL WATER HEATERS HAVING AN IGNITION SOURCE TO BE ,ELEVATED SUCH THAT THE SOURCE Section 250.50 requires aconcrete-encased OF IGNITION IS MINIMUM 15" ABOVE C-;ARA5E FLOOR (electrode to be connected to the grounding UNLESS WATER HEATER 15 LISTED AS FLAMMABLE electrode system if it is present. Several states VAPOR IGNITION RESISTANT. IAW FBCR 2011, have modified this requirement to say a (oTH ED. f=2a01.1 concrete -encased electrode must be used as a grounding electrode only 'IF it is available. In those 9.) ALL EQUIPMENT $ APPLIANCES, INCLUDING Jurisdictions, if the Foatines or foundations have WATER HEATERS HAVING AN IGNITION SOURCE TO been poured before the electrical contractor BE ELEVATED SUCH THAT THE SOURCE OF IGNITION arrives at the site, and a reinforcing rod is not IS MINIMUM la" ABOVE GARAGE FLOOR UNLESS IT IS available For use as a grounding electrode, then a LISTED AS FLAMMABLE VAPOR IGNITION grounding connection to the reinForcine rod is not RESISTANT. IAW FBCR 2011, OTH ED. required. 10.)THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3 11.) ALL ELECTRICAL WORK TO BE DONE PER NEC 2014 12.) ADDITIONAL ELECTRODE MAY BE REQUIRED IN ACCORDANCE WITH NEC 250.53(AX2) L- rm CT 1 CALF LE-GiENED $ SINGLE POLE &WITCH <H OUTLET, TV/CA5LE $ THREE LAY SWITCH A OUTLET, PHONE OUTLET 110-115 [:H INTERCOM �► OUT. 110-115, SPLIT LIiRED ® CHIMES OUT, 110-115, UJ/ USB M SMOKE DETECTOR $ OUT. 110-115, CLG. MOUNT. fE79 CAR50N MONOXIDE ® OUT. 110-115, FLR. MOUNT. [:H PUSH SUTTON ® SPCL. PURPOSE 220-240 0 EXHAUST FAN LIGHT FIXT., CLG. MTD. EX. FAN/LIGHT COMBO LIGHT FIXT., WALL MTD. QO DISPOSAL ® LIGHT FIXT., RECESSED ®ELECTRICAL PANEL ® LIGHT FIXT., REC. ADJUST, ® CEILING FAN, PREWIRE LIGHT FIXT., PULL CHAIN © CEILING FAN, INSTALL LIGHT FIXT.,FLUORE5CENT © ELECT. JUNCTION 50X LIGHT FIXT., EXT. FLOODS THERMOSTAT EXIT LIGHT FIXT., EMERG. EXIT C DISCONNECT SWITCH LIGHT FIXT., EXIT/5ACKUP ELEC. POWER METER UFPE FLOOD ELECT F-,,IGAL FLAN I/8"=I'-D' CIIXII) I/4'=I'-0" C22X34J NOTE: SEE FINAL COLOR SWEET FOR TV, FANS 4 PHONE LOCATIONS REVWM OF 0 0 92-0-94 F07W��CS �:3 C% Q 20 `6 LL Oo fj W UL 6� �10= � V�ccC N CL CIO� y LU CO W � LULU IDOLFOE O 00 ca 0 � no - CU Q) W M® A w - �' z r 0 Q) O 00 wn LU LILu. n �o _Z s- 3 :no Q Q) U E � N ®Z U 0 p cJ� D,4TE 03-F I 0 6C4LE 45 N07 LU DR4UUN F � Ski JOB 3� U , o SHEET Q N o 0 T) 0 �I O OF 5HEI OTE5 1. T T PIGAL ROOF C;,45LE OVERHANG TO BE 12" UNLESS OTHERWISE NOTED. 2, T"►'PICAL ROOF EAVES OVERHANG TO BE 12" UNLESS OTHERW15E NOTED. 3. PROVIDE AND INSTALL FLASHING AND ROOFING AS PER NATIONAL ROOFING AND SHEET METAL ASSOC. STANDARDS AND/ OR ACCEPTABLE INDUSTR'' PRACTICE AND IN ACCORDANCE WITH THE &TH EDITION (2011) FLORIDA RE5IDENTIAL CODE. 4. ALL ROOF TRUS5E5, GIRDERS, 8EAM5, HEADERS, ETC. TO SE SIZED 5'' TRU55 MANUFACTURER OR FL, RECD. ENG, 5. TRU55E5 SHALL BE 5RACED TO PRE- VENT ROTATION 4 PROVIDE LATERAL STA5ILIT1' IN ACCORDANCE WITH THE RE=IREMENTS SPECIFIED IN THE CONSTRUCTION DOCUMENTS FOR BUILDING 4 ON THE INDIVIDUAL TRUSS DESIGN DRAWING5, IN THE 4,E35ENCE OF 5P'ECIFIC 15RACING REQUIREMENTS, TRUSSES SHALL SE 5RACED IN ACCORDANCE WITH TPI/ WTCA SCSI 1. �. REFER TO TRU55 MANUFACTURER'S DRAWINGS FOR TRUS5 PLACEMENT 4 TRU55 TO TRU55 CONNECTIONS. 7. SHINGLE ROOF: UNDERLAYMENT TO BE INSTALLED IAW FBCR 20li, (oTH EDITION Rl3OS.2.3. F I RST FLOOF, TRL55 LA�'OUT 1/8"=1'-O" (11X1 -I) 1/4"=1'-0" (22X34) _. nm i uaimmnmm 1. A � p2 ' 1 E � D2 ) N W IInITIn.I�InI L� Q ® J 0 (�N V 'V S- 1L 0 c0 — y.s UL z 3 �N Q) x s Q) ,N Q) w M N r� LU U uj w Z LQ) m o �M roQ) U- �0 w �a r U QD 0 0 F- ul � F LU CID >3 fa Q R� z L� o a cl o-- �ju fL 0 Q � CL U � N c� %14^ 1 AV 2(o' -g" 2X(o LEDGER - W(2) IOD NAILS e EA. r,4 VERTICAL OR fro"O.G, p2 i3s�b(p�IIIb�11 r� �N r� p'Z 14 __ ® � --- 11 --- - J5 I I ------- , — — — — — s� p �q — — — Qu— _ 3-- (giJ�..II------r W2 I (2) (2) 4 I I I I I ] I rrr��'�Ia�j F2i 3) I I I I I IF702) 14 I 4 NII I NII 14 I� I I 2 3 -PLS I — I — — — —Is I F3 T I I I I I I I I I I - - F� �� I jE I I I I I I I p ESA _ _ I 4 I NIS 14 I X11 I I 6 I AF I 14 14 14 G5 -PLS( I r F8(9) J5 F6A J5 I I i � 3 I I 14 D4 14 IF(SB � I L------ --- ------ 2 Ir I --- — -I-----�-- -_-_I_ A 98 14 E9 (2) 4 P2 14 i ---------------- ----- P11 All .� Z 2 16 J3 lZr IF 11 1111 ;111 eft A A A D2 D2 D2 20'-011 401-011 1. A � p2 ' 1 E � D2 ) N W IInITIn.I�InI L� Q ® J 0 (�N V 'V S- 1L 0 c0 — y.s UL z 3 �N Q) x s Q) ,N Q) w M N r� LU U uj w Z LQ) m o �M roQ) U- �0 w �a r U QD 0 0 F- ul � F LU CID >3 fa Q R� z L� o a cl o-- �ju fL 0 Q � CL U � N c� %14^ 1 AV ATTIC VENTILATION CALCULATIONS PER F5C2011 &TH EDITION RaO(o: MIN. 400 - MAX. 505'o' OF REQUIRED VENTILATION TO SE IN UPPER PORTION OF ATTIC SPACE AND THE BALANCE TO BE IN LOUDER PORTION (EAVE5), THE MINIMUM NET VENTILATION AREA SHALL 5E 1/150 OF VENTED SPACE: TOTAL VENTED SPACE: 29108.F. = 9.7S.F. NET FREE VENT, 300 REQUIRED UPPER PORTION VENTILATION TOTAL: - - - - - - - 4.85S.F. PROVIDED W/OFF RIDGE VENTS: 5 VENTS a .978.F. /VENT. (VENT TYPE O'HAGIN MODEL 'S") LOUDER PORTION VENTILATION TOTAL: - - - - - - - 8.OS.F. PROVIDED UJ/ VENTILATED SOFFITS e SAVE: ( 92L.F. a .087S.F. VENTING PER L.F.) UPPER PORTION PERCENTAGE 49% LOWER PORTION PERCENTAGE 51% NOTE& 1, TYPICAL ROOF CABLE OVERHANG TO SE 12" UNLESS OTHERWISE NOTED. 2. TYPICAL ROOF E,4VE5 OVERHANG TO BE 12" UNLESS OTHERWISE NOTED. 3. PROVIDE AND INSTALL FLASHING AND ROOFING AS PER NATIONAL ROOFING AND SHEET METAL 4550C. STANDARDS ,AND/ OR ACCEPT,45LE INDUSTRY PRACTICE AND IN ACCORDANCE WITH THE &TH EDITION (2011) FLORIDA RESIDENTIAL CODE. 4, ALL ROOF TRUSSES, GIRDERS, SEAMS, HEADERS, ETC, TO BE SIZED SY TRUSS 1" ,4NUFAGTURER OR FL. REG. ENG, 5. TRU55ES SHALL BE BRACED TO PRE- VENT ROTATION 4 PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE REQUIREMENTS SPECIFIED IN THE GON5TRUCTION DOCUMENT5 FOR BUILDING 4 ON THE INDIVIDUAL TRUSS DESIGN DR,4WINGS. IN THE 45SENCE OF 5PECIFIC BRACING REQUIREMENTS; TRUSSES SHALL BE 5RACED IN ACCORDANCE WITH TF'I/WTCA SCSI 1. (o. REFER TO TRU55 MANUFACTURER'5 DRAJING5 FOR TRU55 PLACEMENT 4 TRUSS TO TRU55 CONNECTIONS. 1. SHINGLE ROOF UNDERLAYMENT TO 5E INSTALLED IAW FBCR 2011, (TH EDITION Rg05.2.3. 2 NF,) , FLOOH- Tf;;;��65 LAYO�T licil 1/511=1'-O" (11X17) 1/4"=V-0" (22X34) U) W QU ®cf) O � UL Z �a �N Q) 0-0- x _ Q) N � w M u �o n s� z � w Q 6]z, _c Lu Z7)(100 00 c� z L� o �� as d �m o 10 Q) '10o� 0 0 u M® w e %& �u N � o �® aQ)w o> w W Q)3 CL Qo QQ) C' D :;r)® c ,c a Nr N � o --- g N REN 0� s) Q) 0:3 .� c7) � g 0 ° w LL Q) �® u S: -E < N z E � N N Q) N. vs cl N LU M LU U � cl N � � 9- w 45— L" nw — O pp Z 'A Q � � p� W � 4 Q) LL ° LU z 0 e � N M L p � wnr w O LU �' N � NS w � -7'0 C N d � F o- Q cn S E)AI w� Z L .° JOE U o o SHE F ) cn U O O� ROOF DECKING EXTERIOR FOLLOW DETAIL W2/p4 DETAIL UA2/D4 e 24" O.C. (IF APPLIES) PRE -ENG. UJD. FLOOR FOR TOP OF WALL 24 O.C. CIF APDL IES) MTL. FLASHING D PRE -ENG. UJD. TRUSSE SL. 2X TDP LAE DBL: 2X TOP PLA EA '45 �EjA- PLT. TO CRIPP E TO HDR. (2)126'e a BTTM. PLT. 24" D.C. 2x4 5LOCKING (IN 2x GRIP 16,E O.C. 2x cRIPPLEs 1 " O.C, TO EACH TRUSS EA. TRUSS TO SETWEEN TRUSSES) W/ 2X4 BLOCKING W/ 2-126 2�'),a LEDGER (2)126',5 'a EA. STUD --- PRE-ENG. WD. a 1(" O.C. 71 IE GIRDER TRUSS OR e EA. STUD SINGLE FLi�. TRUSS 2X4 LEDGER E30ARD CONTINUOUS WW2) LAG S1 TO TOP u u 3/4" PL�'WD. SUS-FLR: 5CREW5 'a EA. FLOOR PLATE STRUCTURAL SHEATHING TRUSS ATTACHED PER NAILING PRE -ENG. WD. GIRDER 2 2X8 HEADER W1 1/2' 2 2X8 HEADER W1 1/2' SCHEDULE- SEE DETAIL PL'T WD. FLITCH PLATE PL�'WD, FLITCH PLATE 1/D5 (SPAN UP TO ,'o') (5f=AN UP TO ro') PRE -ENG. lllD. TRUSSES 2 2X12 HEADER lU/ 1�2 2 2X12 HEADER UA/ 1/2 PL T WD. FLITCH PLT. F'L T WE). FLITCH F'LT. 17:�j xx1 T A I ° ( SPANS (o' TO 129 (SPANS (2' TO 12' ) °b v Q4,)I/2'1=I'-0" (11X1-1) 1"=1'-0 (22X34) 'a EA. HEADER T fC)5L. 2X FULL LENGTH 45 14 1/2"=1'-0" (i1X17) 1'• = l'-0" (22X34) xx _STUD5 )TO HDR. STUDS ROOF DECKING 45 o POST TO LVL DBL. 2X HEADER DSL. 2X FULL LENGTH FOLLOW DETAIL UJ2/D4 STUD5 ( SGL. HOR. STUDS FOR TOP OF WALL STUD FDR SPAN &' OR LESS, UN -O. ) DSL, 2X HEADER (2) 12d'S a BTTM. PLT. 5TUD5 ( 5GL. HDR. TO EACH TRU5S PRE -ENG. WE). GIRDER STUD FOR SPAN (o' TRUSS OR UJp. BEAM 2X STUDS 'a 1�" O.C. OR LESS, U.N.O. ) PRE -ENG. WF-). GIRDER 2X4 BLOCKING W/ 2-126 .DBL. 2X TOP PLATE TRUSS e 1r" 0. C. 2X STUDS e 1( O.C. 4X8 P.L. f= OST 3/4" PLYUJp. SUS-FLR. 2X P.T. SOLE PLATE 2X P.T. SOLE PLAT FRE -ENG, WOOD81 F -'OST TO BLAS � EA. STUD TO TRU55ES 24"0.G. STRUCTURAL SHEATHING 81 ATTACHED PER NAILING )SOLE PLATE SCHEDULE- SEE DETAIL 1/D5 2X P.T. SOLE PLATE \X it '/2 `0ANCHOR BOLT UJ/ 2""0 ANCHOR BOLT W, 2" IWASHER- 32" D.G. MAX I, II WASHER- 32" O.G. MAX L, jl�J-11 ' MINIMUM 1"IBED. ' I L MINIMUM "I�� EMISED: ILL L L_ 7 L-- L_ 7 L— HANGER SY TRU58 — D T L,-) EE T A I LRG. �� P « � T � f « . UJ/ UPLIFT) E)ETAIL MANUFACTURER p 14 1/2"=1'-0" NIX1-I) 1"=1'-0" (22X30 1/2"=1'-0" NIX1I) 1"=1'-0" (22X34) 14 1/2"=1'-0" (11X17) 1"=1'-0" (22X34) RE INFORCED GONG. FTG. - 5 T � f PRE -ENG. G I Rp E R EXTERIOR WALL EE 5 FOUNDATION PLAN DETAIL W2/D4 � EE D TRUSS �4 1/2..=V-0" (11X1-) 1 =1 -V (22X34) 301 ia TRUSS TO MTL. FLASIHING TOP PLATE PRE -ENG. WZ). TRUSSES 2X4 BLOCKING (IN FOLLOW DETAIL W2/D4 ROOF DECKING 24" D.C. S ETWEEN TRUSSES) UJ/ FOR TOP OF WALL ___ _ (2) 12d'5 EA. STUD (2)12d'5 BTTM. PLT. TO EACH TRUSS -'�� // \\ DSL: TOP PLT. ,) L: 2� EA. TRUSS TO PRE -ENG. UJD. GIRDER I / 2-1201 LEDGER TRUSS 2X4 SL K e COLUMN TD � l& O.G. 98 P ATS 3/4" PL1'WD. SUB -FUR. _ L 2X4 LEDGER BOARD CONTINUOUS WI(2) LA PRE -ENCS. WOOF-) PRE -ENG, UJD. FLOOR CONTINUOUS S O EA. FLOOR TRUSSES 24"O.C, STRUCTURAL SHEATHING TRUSSES 0 24" O.C. SORE ATTACHED PER NAILING SCHEDULE- SEE DETAIL DBL, 2X TOP 1/D fi LATE PRE -ENG. UJD. TRUSSES os 24" O.C. -- 2X`5 fro" O.G. f n 4"X4" PSL T ACOLUMN 1� Mlp-WALL BLOCKING (11XI I) 1"=1'-0" (22X34) f HANGER BY TRUSS MANUFACTURER PRE -ENCS. GIRDER QJ41/211=V-0" (11X10 1"=1'-0" (22X34) TRUSS FOLLOW DETAIL W2/D4 ROOF DECKING FOR TOP OF WALL '/2 "0 ANCHOR BOLT W1 2" COLUMN TO 3/4 PLITIWOOD 38 DBL, TOP PLT. WASHER- � 32 O.C. MAX `�8 TIE SEAM &U5-FLOC:OR (2) 126'5 ' BTTM. PLT. MINIMUM 7" EM5ED_ PRE -ENG. FLOOR PLATE TO EACI4 TRU65 TO TOP 2X P.T. SOLE SYSTEM � 24" O.C. 81 2X4 SL KI / 2-1201 PLATE A F PRE -ENG. WD. GIRDER ,a 16" O.G. TRUSS II 4"x4" PSL STRUCTURAL SHE A HIND u Q °D --T1— — — — —I r — _ Li — -I-- I -— COLUMN 3/4" PL�'UJp. SU8-FLR. p o�� ° I I I I II,I I I 1 ATTACHED PER NAILING II II .I'll II II II �1 3,4 PLT WOOD SCHEDULE- SEE DETAIL D o II II II IIII II II II SUB -FLOOR ' p II CONC; Et, I i III I I I I 11 0 �xx 2(o EA. TRUSS TO PRE ENG LVL LEDGER OR GIRDER PRE -ENG. WD. PRE -ENG. UJp, It TRUSSES TRUSSES 'm 24" D.C.II REINFORCED CONC. FTG. J i SEE FOUNDATION PLAN :)ETA 2x� LEDGER BOARD SOLI BLOCKING fED E L A f UNDER COLUMN CONTINUOUS �J/(2) LAG � 3 D E ��f 4 1S SCREWS EA. FLOOR �� =1 � �� _ ��_ � " =1'-O".(11X10 1 =1 -0 (22x34) 11214 "=1'-0" (11X101"=1'-0" (22X34) 112 --1 -Q,O CI1Xl�I) 1 -0 (22X34 14 I/2 -1 -0 (11(11X17) 1 -1 -0�,.(22X34) TRUSS QJ41/2 10° 3�4" PLUJD. 5U�3-FLOOR 2X5 J015T5 11(0" O.C. MAX. 2X12 TREADS- ' CUT TO FIT ' m 1X8 SKIRT 3D, i' ,1 CA 2X8 LEDGER- ATTACH TO 5TUD5 UJ/ (2) 126 e EACH STUD 1 181 J015T5 TO LEDGER 2X'5 'a 1(o" O.C. MAX FLYUJD. 5LOCKINC- *ADD 2X4 VERTICALS e 1(0"O.C. A5 REQUIRED 53Y MUNICIPALITY- TO PE 2X12 5TRINGER6 PLACEp DIRECTLY UNDER LEDGER ATA: TOTAL RISE: 10'-8 3/4" (11 R15ER5 1 9/16" EA.) TOTAL RUN: 13'-4" (1(0 TREADS 'a 10" EA.) T 5 TA I fR C 4 C7,,11IN N E C: T, 5 1 A f fR D E TAC �5 3/411 1'-0" (11X11) 11/2"= P-0" (22"X34") PLATFORM FRAMING 3/411= 1'-0" (11X11) 11/2 1'-0" (22"X34") STAIR DATA 1 1/411-211 MAX 1 1/2„ IAUJ 3/4 ' PLUG. 5U5 -FLOOR CONTINUOUS HANDRAIL (0TH 5ECTION-F5CR(201.1)- R311, INSTALL -34"-3a" APV. PRE -ENG. FLOOR TRU55E5 TREAD NOSING 24 O.C. MAX. lxxz 5ALU5TRADE HANDRAIL eRAGKET AT O MAX- SELECTED 5Y OTHER'S -SEE MANUFACT. RECOMMENDATIONS FOR ATTACHMENT X SOLID 2X4 WOOD PLOCIGING AT EACH 5RACKET 2X4 LEDGER IN 5ETWEEN m STRINGER5- ATTACH TO FLR, TYPICAL INTERIOR WALL TRU55 UJ/ 126 NAIL5 ' (o" O.G. GONSTRUCTION 4 (2)126 e EA. END OF LEDGER TOE -NAILED TO STRINGER T �4 A N ED fR A I 7�F, 5TAl CCN CT, 5 3/4 1' -0" (11X11) 11/211= P-0" (22"X34") 3/411=V-0` (11X11) I1/2`=P-0` (22"X34") STRINGER TO FLOOR TRUSS NOTES: STAIRWAY CONSTRUCTION TO CONFORM TO FPCR 2011, (0TH EDITION SECTION R311.1 MAX. HGT. OF RISER TO 5E 13/4 MIN: WIDTH OF TREAD TO 5E 9"(EXCLU5IVE OF N051NC0 ALL TREADS LE55 THAN 10" IN WIDTH SHALL HAVE APPR'OX, 1" OF N06ING 3/1(0" MAX, VARIATION IN RISER5/TREAD5 ADJACENT TO EACH 3/S" MAX. VARIATION IN ,ANY F,16ER/TREAp NAND RAIL CIRCULAR CROSS SECTION DIA, 2X4 P.T. IN PETUJEEN 5TR'INGER5- ATTACH TO TO PE 1 1/4" - 2" OR TO PROVIDE EQUIVALENT 5LA5 UJ/ 126 CUT NAIL5 e �o" O.C. AND (2) 12d GPRA51=45ILITY. EACH END OF 2X4 TOE NAILED TO 5TRINGER UJINDERS: MIN. (0" WIDE s NARROW END 34"MIN.-35"MAX., HANDRAIL HGT HEADROOM CLEARANCE MIN. (ol-all 3/4"= 1'-0 (11X11) 11/2" = 1'-0" (22"X3411) STRINGER TO FLOOR CONNECTOR SCHEDULE CONNECT. SMPSON USP MAX. LAT. LDS, TYPEFASTENERS DESCRIPTION PER CONNECTOR DESGRII`'TION FASTENERS PER CONNECTOR UPLIFT F1 / F2 4 HETA20 14-106 x 11/2" ETA20 14-10d 1,810 ro5 / 9(00 5 DETAL20 18-10d x l Iia " N/A N/A 2,480 2000/ 1310 20 H3 RFT: 4-8d / PLT: 4-8d RT3 RFT: 4-Sd / PLT: 4-8d 455 125 / I(00 21 H1 RFT:(0-8o1xIl/2 °/PLT:4 �Sd RT15 LT: -8d FT.-Sdxll/2 "/PS Rra 4 -15 485 ](OF;, / 1(0 22 H10A RFT: (9)10d x 1 1/2 RT1(0 RFT: S0 -06x 11/2 - 990 585/525 PLT: (9)10d x 1 1/2" PLT: 5-8d 23 LU52(o HDR: 4-106/J5T: 4-10d JU52(0 HDR: 4-10d/JST: 4-10d 935 N/A 24 H1z RFT / TRS: (4)86 RT20 RFT / TR5: 9-1Od 985 400 / N/A PLT / STD: (2)SdX 1 1/2" (8)SD PLT / STD: 13-106 2 r H2.5A RFT:5-8d / PLT: 5 -Sol RTI RF -T-5-56 / PLT: 5-86 415 150/150 34 A34 MP34 H:4-8clxll/2 "/P:4-Sdx1li2" 3(o5 2(50/303 35 A35F 1-1:4-801x11/2 "/P:4 -501x11/2" MPA1F H:(0-8dx11/a VF: (0-S6xl1/a ° 440 440 / N/A 31 MT512 14-1004 MTW12 14-106 1,000 N/A 38 MT516 14-106 MTWI(o 14-10d 1,000 N/A 43 L5TA12 10-106 L5TA12 10-106 905 N/A 45 5T18 14-1(06 5T15 14-1(06 1,200 N/A 41 L6TA24 18-106 LSTA24 15-1001 1,295 N/A 11 MSTA3(0 2(o-106 M6TA3(0 2(0 -106 2,135 N/A 12 MSTC(0(o (04-1(06 61N<ER6 N/A N/A 5,495 N/A 19 SP1 6TD:(0-106 / FLT -4-106 5PT22 5TD:4-106 / PLT:4-10d 535 560 / 2(00 80 6P2 5TD:(0-106 / PLT:(0-1001. SPT224 6TD:(0-10d / PLT:r,-1001 (005 5(00 / 2(00 81 5PH4,(o,8 12-10d x 11/2 " TP4,(o, 48 12-10d x 11/2" 885 N/A 90 45U(0(o 12-I(od PAU(0(0 12-1(od 2,240 N/A 89 cls(0(0 (2) 5/8" 5OLT5 PASXB 4-10d 2,300 955 92 45U44 12 -1(0d PAU44 12 -1(0d 2,2.00 N/A 93 AC(0 (MAX) 28-1(0d P55(0(0 24-1(0d 1,815 1,010 94 AG4 (MAX) 28-1(od P5644 24-1(0d 1,515 1,010 95 + 4T520 20-10d HTU)20 20-10d 1,450 N/A Ci (0 HDSA 61LL: li8" POLT HHDBA SILL: l/S" DOLT' 7,910 N/A „S� �� STUD�:(3) i8 Xi2 POLTS .� �� ,� 5TUD:(3) ig XS �a 5OLT5 99 435 H:4-8dxIl/2"/P:4-8dxlli2" MPA1 H:G>-86xIl/2"/F:ro-Sdxll/2" 440 440 / N/A 98-10 1 4TT4 5/g" DOLT/ 18-1(odX1/2" N/A N/A 3,640 N/A 91-100 -102 HTTS 5/a" DOLT/ 2 ro -1001 N/A N/A 4,215 N/A 103 VGTR/L 32-5D51/4 "X31'/(2) 5/a" PLT N/A N/A 3,990 N/A 104 a 41Z)U8-SD52.5 7/8" 5LT/20-5D5 1/4"x21/2" N/A N/A 5,020 N/A 110 HCP2 12-10d x 11/2" HHCP2 20-10d x 11/2 520 2(00 / N/A 1(01 HHU54(0 14:14-16d/J:(0-1(0d THD4(0 H:8-18d/J:12-10d 1,550 N/A 1(08 U4(0 H:(5-I0d/J:4-10d 5UH4& H:8-1(0d/J:4-1(0d 710 N/A 181 HU52(0 20-166 THD26 H:20-1(0d/J:10-10d 1,550 N/A 184 HHU528-2 G:28 -1(0d / T:8-l(od EHUH28-2 12-1(0d 2,000 N/A 214 HUC212-3TF iia " TAPGO 5M: (0-1(06 HD0212-3 HD-, Ia-3/1(0"Xl l/a " TAPCON 5M: (0-106 1,135 N/A 215 HGU5210-2HDR:4(0-1(0d,JST:lOi 1(0d EHUH210-2 HDR:40-1(0dIJ5TI&-10d 2,`i20 N/A 21(0 HUS412 PLOGK: 10 14 Xl 12 TG JOIST : 10-1(06 HU5.412 5LOCK: 10-1/4 X1 /2 TC J015T : 10-1(06 3,240 N/A 211 1-4US212-2 5LOCK: 10-1/4 "XI 1/2 " TG J015T : 10-Irod +�US212-2 5LOG<: 10-1/4 "X1'ia " TC J015T 10-1ro04 2 �3P� N/A 219 MBHA412 H:1-ATR3/4X8 TOP4FA_CE NFM35X12U H:1-1/211 J -POLY 3,145 N/A JOIST: 18-1001 J:5-�i2" POLYS 220 N/A N/A NFM 3X12 5L<: 1/2 "0 J /J5T-14-106 1,(020 N/A 22(0 m5H,44-15/12 HDR : (2) 3/4"� x 8" JOIST : 18-10d NFM45U HDR : MIN. Iia "0 "J" DOLT JOIST : (5) 1/2 "0 5OLTS 2,160 N/A 231 MPHA3.S�o/1(0 HDR : (2) 3/4"0 x 8" JOIST : 18-10d NFM3.5Xir�U HDR :MIN_ 1/2 "0xJ-5OLT5 J015T : (5) 1/2 "0 5OLT5 3,450 N/A 232 MPHA5.50/1(0 HDfis . (2) 3/4"� x 8" JOIST : 18-1001 NFM5.5X1(0U HDR :MIN. 1/2 "0xJ-5OLT5 J015T : (5) 1/2"0 5OLT5 3 450 ' N/A 240 H15 .4-106x1)/2 "/P:4-106x11/2 N/A N/A 1,300 480 / N/A 241 LGT2 30 -1(06 -sinker LUGT2 32-106 2000 1015 / 440 301 MCzT (1) 3/4"SLTS./GIR: 22-106 N/A N/A 3,9(05 N/A 302 NGT -2 or 3 LTL:3/4"5LTS./GIR. 8-10d USC(03 LTL:-/4"5LT5./GIR: 8-1(0d (0455 N/A 303 HGT-4 LTL:3%."5LT5./COIR: 1(0-1001 N/A N/.A 9,250 N/A 401 SUR/1-414 FACE:18-1(06/J6T:S-I(od N/A N/A 1,100 N/A T CONNECTOR& TO PE 6PECIFIED AND PROVIDED E3Y TRU55 MANUFACTURERS U) Q) REMONS ®F 12-01-14 [07 00 � Q) ® z �(L 0 �o w UL -6 0 8 V WO azo N 5 s� 8 � � N aWn (s) { N � rid 0 `� 0 p Q N� U4 �J) Lu u � Q ��3 Q Q lu w . cl w Lu � � Q o u 0® 0 CA m Q Lu z �p o � Q w >0 w Lu W Q) Q Q) �- O e � s� cD ©ATE X11 p ® SCALE 412 n DRAWN U , , SHEET J�, u 241 (2) a TRUSS TO PLATE TO BEAM DSL, 2X TOP PLATE --- PRE -ENG. GIRDER CAE3fNET FACE TO TRUSS MATCH GASINET DOOR PLM 22 o EACH TRUSS - 15°X18" CABINET DOOR SEE A/D2 FOR PRE -ENG. WD. FASCIA DETAIL c� TRUSSES 24" O.C.. I r L2 -PLS' PRE -ENG. LVL BEAM PRE -ENG. WD. TRUSSES i 1" METAL FLANGE 6 BEAM TO OF METAL CHUTE 45 E � 24 O.G. I , EA. JACK STUD 38 (2) e POST TO HEADER' 5LOCKING TO EVEN I DBL. 2X JACK STUDS 22 ' EA. TRUSS W,✓ POST DSL. 2X FULL LENGTH (2) 2X12'5 W/ 11/2 PL,r'U1D. o FLITCH PLATE I I SaUARE I STUDS METAL LAUNDR'�' DSL. 2X TOP PLATE I I CHUTE 102 81 EA. STIED TO PLT. I I COLUMN TO (oX�o PARALLAM TIE SEAM POST i 3/4" PL'T WD. 5U5-FLR. 2X'5 ,a 1r" O.C. UJ2 I I ---�T - - I -f_ -II: -T -I ----7T..-17 _ __TI-----� MID -WALL E3LOCKING ,I I I I I I I II I f 42"H. IRON RAILING I I �I II TEXT. CEMENTITIOUS FINISH I I 1" FLANGE ON CHUTE 81 EA. STUD TO PLT. r I WD. TRIM [DE'TAL� 1/2"=1'-O" (11X17) 1"=1'-0" (22X34) I I LAL�N � C�4 U TE E)ETAIL 3/4" PL''WD. 5U5-FLR. RE -ENG. WD. FLOOR 1/2" THREADED 1/2"= 1'-0" (11X1'l) 1"= l' -O" (22"X34") PRE -ENG. WD. " METAL "L" FLASHING — ' " RUSSES 24" O.C. ROD W/ NUT 2 TRUSSES a 24 O.G. WASHER - EXTERIOR FLOOD? TILE 32" O.C. MAX, WATERPROOF MEMBRANE ' DBL. 2X4 TOP ASM NT , ; 1001 GUT NAILS 2X4 BLOCKING TO PLATE ALUM, Df�'IP EDGE FELT UNDERL � I�j I a 12" O.G. FORM ARCH SEE ELEV,4TION I 3%." F'Li'WD. SUS -FLOOR I I �-- - 1X2 P.T. i i 1X4 P.T. - /--GONG. BLOCK WALL �. 1— I I N --------- _�8-___°--- -------- _. T- -S�.L/ lO-/ IP� E� - - I q... �- .aq _ -. q -..moi. ...°. (22 EA. TRUSS 2X4'5q 11 / 1 a ° ° 1low 1 ° �/1�" OSS DSL. 2X TOP f= LATE 12 DEEP FLOOR TRUSSES I ' ° ;� Q a 81 STUD TO PLATE SHEATHING 24" O.C. (e SALCON�') 12" SLOPE TO EXTER. q ° CONNECTION e EA. 81 EA, STUD TO PLT. 2X1.2 PIM BOARD I ° 4 TRUSS SEE BHT. 08 4 EA, FLOOR TRUSS EA. VERT. 2X4 TEXT. C MENTITIOUS FINISH a Q l I -1/1& OSB. SHEATH. -BOTH � � � " 8X8 CON(. LINTEL - SIDES - ATTAGH W/8cl's - 2 X S 1 & O.C. 2X4 P.T. BOTTOM PLATE BLOCK REINFORCED :Q 4" O.C. PERIMTER AND SEE ELEVATION W/CONC. & (1) RESAR 12 O.C. INTERMEDIATE CONTINUOUS - - °; GONG. SLOGK WALL OR ZCOLUMN PRE -ENG. WD. MTD -WALL SLOCKf NCS TRUSSES 4 KNEE w e WALL IF --E T A fL APPL f (ABL E 1/2`=l'-0` (11X1 -l) 1 =V-0" (22X34) FIN. FLOOR. ------------____�------- 1 ' FOLLOW DETAIL W2/D4 i b q FOR TOP OF WALL �X& PARALLAM'-----..._� �---_-_______ - (2)126'5 e BTTM. PLT. POST TO GIRDER STRUCTURAL SHEATHING 1 ° l ATTACHED PER NAILING S1 EA, STUD TO PLT. PRE -ENG. CUD. GIRDER TRUSS SCHEDULE- SEE DETAIL OR FLOOR TRUSS i/D5 ----- d� ° 3,4" PLYWD. SUS-FI.R. 'i2 "� ANCHOR BOLT W/ 2 1 WASHER- ae 32" O.C. MAX 4 (2) EA. POST �' ' MINIMUM (o" EMBED. 2X P.T. SOLE w q PRE - ENG. WOOD ,� PLATE ;Q° ; TRUSSES 24"0.G. a 8X8 CONC. LINTEL BLOCK REINFORCED x W/GONG. 4 (U S RESAiR � _..' PRE -ENG. WD. a u CONTINUOUS o q TRUSSES a a Ix a 3DETAIL REINF ORCED CONC. /POST CONNECTION HANGER BY TRU55 FTG. SEE FOUNDATION D TA{ [DETAIL MANUFACTURER PLAN 1/2"=1'-O" NIX1-I) 1" _ I'-0" (22X34) 1/2 1'-O" NIX1-I) 1" =1'-O" (22X34)1/211=1' -O" ' _ r_ �' " C11Xli) ]"=I'-0` (22X30 �� 1/2 - 1 0 (11Xirt) 1 _ - 1'-0" (22"X34") QREVOONS oE W�Q) OL O0 W 61� � UL 41 - +' CL Z y S Q 4N) (s) �� { ®: Q N � lU m ip LL W 0 ( �s ul 0 u Z L m � Q �M mQ) 1-U - aQ) z O �® Qw F Q) Lu 0> lu G � �S }S S Ca G Q) G 0 DATE 03 �c 0 N 0 SGALE AS NC Q DRALJN [lC JOB U , , SHEET 100 2 O OF 5H. STRUCTURAL NOTES FIELD REPAIR NOTES i/'2 "X6" (41/2" EMB.) HILTI <WK i 2X6 P.T. 1.000D „ BUCK„ BOLT WITH 2” WASHERS LOCATED (TOS' AND SIDES) 1. THIS 5TRUCTURE HAS BEEN DE5IGNED IN ACCORDANCE WITH THE 1, M155ED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE � 1',4', 1' (WITHIN �" OF SUPPORT 6TH EDITION, FBCR 2011 (WIND LOAD e 140 MPH.) SUBSTITUTED W/ (1) U5P MT,UI6 OR HC10 OR 51MP5ON MT5M16 UJ/ G4RaGE pppP � BRACKET FOR GARAGE DOOR) 0 , r (4)1/4" X 21/4" TAPCONS TO BOND BEAM ,AND (1) 10d NAILS TO FROM THE BOTTOM 4 MIN. EDGE AIIi I i i i 2. WINDOWS, DOOR5, AND GARAGE DOORS TO BE DESIGNED TO MEET TRU55 FOR UPLIFTS LESS THAN 560 LBS (USE (2) MTE)MI(o FOR DISTANCE. /IEM� FBCR SECTION R301 UPLIFTS LE55 THAN 1120#). NO MOIRE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW, IF GIRDER TRU85 3. ALL FLOOR 5LAB5 TO BE OF 2,500 P5I CONC. PLANT MIX MIN. 5" CONNECTIONS ARE M155ED CONTACT ENGINEER FOR SUBTITUTION •°°° " �cn7 Aiic I iTHICK UJITH 6x6 10/10 UJIRE MESH � MIL. POLI. VAPOR- 8 MASONRY uJALL � BARRIER OVER TERMITE TREATED COMPACTED CLEAN FILL. 2, M155ED J -BOLTS FOR FRAMED EXTERIOR/ BEARING WALL5 MAY BE 5U55TITUTED UJ/ 1/2" DIA. x 1" LONG WEDGE ANCHOR5 (REDHEADS). DETAIL TO SATISFY 140 MPH WIND LOAD MASONRY FRAME SHALL BE MIN 5X16 45TM 4. CONCRETE MA5ONRY UNITS SHALL MEET: CH. 1-3 OF AGI 530-02/ I I� ASCE 5-02/TM5 402-02 OR BIA BUILDING CODE REQUIREMENTS. 3, MISSED FOOTING DOWELS MAY BE SUBSTITUTED UJ/ 4 - GROUT FILLED CELL W111" ASTM 2 #5 RE5AR (GRADE 60) STRAIGHT #5 2I� Q) EA. SIDE OF GARAGE DOOR OPENING 6 I `o REBAR SET IN A 3/4" DIA, x " DEEP HOLE FILLED UJ/ UNITEX - MAX. DISTANCE TO CORNER OF C.B.S. WALL REINF. 48" 5. MORTAR TO BE TYPE "M" OR "5" GROUT - 2,500 PSI m 25 DAYS. PROPDXY 300 OR 51MP60N SET OR ETF ADHESIVES.�, u C - REINF. TO BE CONT. FROM FTG. TO TIE BEAM W/ ALL �� , EN\ 2X4 VgRT „ Q)I 6, MASONRY CLEAN OUTS REQUIRED s GROUT GREATER THAN FIVE (5) 4. BLOCK WALL OVERHANGING SLAB CONDITION: "ACI" DETAILS 4 DEVELOPMENT LENGTHS ADHERED TO PLAN VIEW � GARAGE DOOR MANUF. TO PROVIDE ATTACHMENT TO "BUCK" 0 FEET IN HEIGHT AND ALL VERTICAL5. UP TO "ka" - NO REPAIR NECE55ARI' 2x5 RIDGE I,S„ TO 11i4" - ,ADD FILLED CELL (NO VERTICAL STEEL) MIDPOINT--, X 1.) THE G,4R4GE DOOR A55EM5LY SHALL BE DESIGNED FOR ROOF DECKING 1, REBAR TO BE # 5'5 GRADE 60, UJ/ MIN. LAP OF 25". USE "L" 5,AR5 OF WALL BETWEEN EXISTING FILLED CELL5 (WITH STEEL) IN PO5ITIvE AND NEGATIVE WIND PRE55URE5 OF 25 P5F IN OIX� CORNER'S AND USE STANDARD HOOKS @ CHANGE IN DIRECTIONAREAS AFFECTED ACCORDANCE WITH SECTION 8301 OF THE FLORIDA RESIDENTIAL I fu i- WITH MIN. LAP 12" 114"+ REQUIRE SPECIAL ENGINEERING LETTER CODE CERTIFICATION SHALL BE SUBMITTED FROM THE GARAGE H2.5e E4 RFTR. DOOR MANUFACTURER TO THE BUILDING DEPARTMENT FOR THE 2X6 RAFTERS � 8. GYP, BD. CEILING SHALL BE INSTALLED PERP. TO FRAMING 4 NAILED 5, PENETRATION OF PLUMBING PIPES/DRYER VENT5 THRU PLATES OF FOLLOWING ITEMS, TO RDG.. BM. ,a 1" O.C. WITH 5d NAILS. CWP. BD. WALLS SHALL BE NAILED e5" O.C. A LOAD BEARING WALL MAY OCCUR PROVIDED DBL. 5TUD5 ARE A.) THE DESIGN OF THE DOOR CAN WITHSTAND POSITIVE WITH 5d NAILS ADDED ON EITHER 51DE OF PENETRATION WITHIN 3" AND TRU55/ AND NEGATIVE WIND PRESSURE5 OF 25 PSF. 2X4 VERT. a 45" O.C. � FLOOR TRU55 15 NO CLOSER THAN 3" FROM PENETRATION. B.) THE DESIGN OF THE DOOR COMPLIES WITH THE ABV. TRU55E5 BELOW e. UPLIFT CONNECTOR'S TO PROVIDE CONTINUITY FROM ROOF TRUSSES App (1) MT512 e TOP AND BOTTOM PLATE CRITERIA SPECIFIED IN SECTION R609 OF THE 2011 NAIL TO RAFTER e TOP THRU PLATES TO SLAB AND FOUNDATION PER ENCLOSED DETAIL5. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION $ PLATE AT BTTM. W1 C.) DOOR SIZE, TYPE AND GLAZING (2) 126 NAIL5 ) 10. EPDXY ANCHOR ALTERNATIVE: D.) TRACK 51ZE AND FASTENER DETAILS. THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR BOLTS 1-0 PRE ENG. I.UD. E.) TRACK BRACKET QUANTITY, SPACING AND FASTENER TRUSSES BELDUJ � FOR USE A5 PLATE ANCHORS OR HURRICANE ANCHOR5. DETAILS, THE FOLLOWING CRITERIA MUST BE MET: F.) REINFORCING MEMBER QUANTITY LOCATION, SIZE, TYPE ST15 OR L5TA24 e ANCHOR SIZE GONC, HOLE SIZE MIN. HOLE DEPTH AND FASTENER DETAILS. (IF REQUIRED) RAFTER TO PLATE v i/ " 3i „ TO TRU55E5 BELOW ��„ A A E �CK TAI ~ 8 a 3/4 1" 5„ 1Xro CAP I"= I'-0" SEE FLOOR PLAN 1/2" GYP, BD. FIN, Q) AFTER HOLE 15 DRILLED, ALL CONCRETE DUST MUST BE REMOVED �, „ CAP PER 5PEC'S 1/2 ° OFFSET - - 2X4 OR 2X6 STUD BL. 2X4 PLATE SIDE B 51 ALONG • 2 COVE MOLDING WALL VALLEY SGL. 2X4 PLATE ABOVE TOP PRIOR TO EPDXY INSTALLATION. THREADED ROD TO BE MIN. 436 CURB � 1/16" OSB. SHEATHING N cHORp OF TRU55E5- ATTACH UJ/ (2) 12d � STEEL AND FREE OF DIRT OR GREASE. LOAD ON ROD CANNOT BE 2X4'5 s 24" O.G. (3)2X4 5 NAILS EA. INTERSECTION OR 6" O.C. APPLIED UNTIL 12 HOURS AFTER INSTALLATION. 2 COMPONENT i EPDXY RE51N MATERIAL TO BE MIXED PER MFG. DIRECTIONS. �a DRYWALL 2X4 OR 2X6 STUD UJALL--� �� VAL L NOTES IF RIDGE BEAM IS UNDERSIZED -CUT 11/2" FROM 11, SD 1 L BEARING CAPACITY 2000 P5F MINIMUM 3DETAIL 4 = 5 )DETAIL _ END OF RAFTERS ON ONE SIDE AND ADD 2X8 1/16 056. SHEATHING D 1 3/4 1 � _ 0 NEXT TO FIRST ONE W/12d'S a 6" O.C. `� � WOOD STRUCTURAL NOTES 1/2 GYP. BD. � � _�_..- � __ 3 ROOF EDGE ,�- —,� - - - CONCRETE BLOCK � I. ALL WOOD TO BE 5PECIE5, GROUP, AND GRADE 45 NOTED BELOW. -IA I o L L HEADER OR STEEL DAMAGED WOOD NOT TO BE USED. v It,= it-oilL INTEL SEE DETAIL PC EXP STRIP - 2. ALL STRUCTURAL LUMBER SHALL BE SPF (SPRUCE -PINE -FIR) #2 OR 2/D3 FOR SEE FLOOR BETTER UNLESS OTHERUJISE NOTED. (PRE ENG. TRU555 EXCLUDED) w FOfi� RIDGE FLAN FOR B � 4 � BLOCKING DETAIL 3. ENE) JOINT IN 5TRUCTURAL DOUBLE TOP PLATE TO BE OFFSET AT RIDGE (1 LEAST 4". STRUCTURAL DOUBLE PLATES TO BE NAILED 'a 6" O.K.. uJ< w 1/2" EXPAN. - u- ANCHOR 4„ 4. PL'1'WOOD OR OSB. WALL SHEATHING NAIL PATTERN TO BE 106 � ® - - -� - - - T 0 6" O.C.. UNLESS OTHERWISE NOTED.' Ll�� 0(� FROM EA. EDGE AND.. �1 24" O.C. 5, NUMBER OF HEADER 5TUD5 AND ADJACENT FULL LENGTH 5TUD5 PER WALL AND HEADER STUD REQUIREMENT SCHEDULE. � CONC. BLK. M.oc ad � 4" GE ' ad ' 12 " INTERM It I I kA Iq IF S HI PC ANCHOR STRIP i�1 O.C. CRL5. SLK. PER PLAN PC PANEL o RE INFOR: - Q� O.G. , ED. ; SEALANT PC ANCHOR STRIP — -- -- - - - 1/4" EXP. BOLT FILLED CELL , , ( 2 ) PER ANCHOR i 6. MAX. 1" HOLE DRILLED INTO EXTERIOR 5TRUGTURAL. 5TUD5. 1, DBL. 5TUD5 e EA. END OF 5HEAR WALL, S. WHEN ,ANCHORING MULTIPLE WD. ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE CENTERED, ROOF N1AI��N1G PATTERN ZONE: 0 56 NAILS 6 6" O.C, EDGE5 AND 12" O.C. FIELD ZONE: 17-71 5d NAILS e 6" D.C. EDGES AND 12" O.C. FIELD ZONE: 56 NAIL5 ia 4" O.C. EDGES AND 6" O.C, FIELD SEE FLOOR 'F MORTAR PLAN FOR IIS ' ASPHALT 0 I I 1,2 „ PLYUJD. TY'P. a ii OR 1/16" 056 EMUL51ON -- I� EA. SIDE CONC. BLOCK — 5d '� 4" O,C. i i I I WALL �' 2X4 STUDS E L � II EXTERIOR FINISH ___-- __-_-- g. NAIL PATTERN -DOUBLE PLATE 12" O.C.. OUTSIDE SPLICE ZONE EDGE 16„ O.C. p } C SEE NOTE 4) 5PH4,6 OR 5 NOTE -DOUBLE STUDS 1 12" O.C.: EA. STUD NO STRAPPING NEEDED 1 ��° PC 4N REINFORCING (TOP):' 0 PANEL -DOUBLE OR TRIPLE HEADER 6" O.C.. EDGE UPLIFT CONNECTOR WHEN FRAMING PER DETAIL D5 USED IN PANELS OVER 25"S.F. IN AREA,15 EMBEDDED HORIZONTALLY 3 12" O.C.. 1NTERMEDI4TE. (SEE ROOF PLAN) , —POOP FRAMING (1 EMBED.) 'a 24" O.C. ISI ��, ��, IN THE 1"10RT4R JOINT5 BETWEEN EVERT OTHER COUR5E. PANEL L � -HEADER TO STUD 's 4 D.C.. EA. HEADER MEMBER. REINFORCING 15 FORMED OF TWO PARALLEL WIRES, EITHER INa" o.c. -STUD TO TOP OR BOTTOM PLATE (2) 16d THRU DOUBLE TOP PLATE 1 � � �� E TA I USE ONLY WHEN (FOR USE WITH "TNINLINE" SERIES GLS. BLK.) OR 2" O.C. (FOR USE UJ/ &_ L_ (2) 16d EA. SIDE TOE NAILED TO PLT. FULL LENGTH WALL 5TUD5 D1 t- , "PREMIERE" SERIES GL5. BLK.), UJ/ BUTT WELDED CRO56WIRE5 AT zn0 1/2 - I -0 NOTED 45 SHEAR WALL ON PLANS REGULAR INTERVALS. 4' AND 10' LENGTHS AVAILABLE. (PER TABLE) ..9 10. -ROOF SHEATHING FOR SHINGLE ROOF TO BE MIN. 1/16" 056, CRIPPLED 5TUD5 I NAILED TO ROOF TRU55E5 5PACED ' 24" O.C. (MAX) WITHOUT PC PANEL ANCHORS (MIDOL� ) BLOCKING. 2x BLOCKING MIN. WALL AND HEADER REOUIREMENTS ARE USED TO TIE PITTSBURGH CORNING GLA55 BLOCK PANELS INTO -ROOF SHEATHING FOR TILE ROOF TO BE MIN 19/32" OSB HEADER SIZE PER THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED. F= 1/2" CDX PLYT WOOD OR 1/2" ADVANTECH. NAILED TO ROOF TO ROOF ROOF PLAN ATRUSS SPACED ' 24" O.C. (MAX) WITHOUT BLOCKING. MID WALL BLOCKS DONT. 11. FLOOR SHEATHING TO BE MIN. 23/32" PLTWOOD NAILED 'a 6" O.G. W1 6T15 e EA. SIDE #8 RING SHANK NAILS AND LIQUID NAIL ADHESIVE. EA. JACK 12, ALL FLOOR TRU55E5 TO BE END BLOCKED e BEARING LOCATIONS 2X BLOCKING A5 REQUIRED 13. TRU55 BRACING PER TRU55 MANUFACTURE'5 DRAWING5, HEADER 5TUD5 ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN OR MANUALLY I = _ ----------- 14. IT Ti - - _ (PER TABLE) P.T.',..>' ILL PLATE 15. ALL WOOD IN DIRECT CONTACT WITH MASONRY SHALL BE4SPH4,6 OR 8 PRESSURE TREATED. TSP FR,4M INNG FOR OFINGT5. e EA. STUD MAXIMUM HEADER SPAN (ft.) 3' 6' 9' 12' 15' 18' NUMBER OF HEADER 5TUD5 Z SUPPORTING END OF HEADER _ � 1 1 2 2 2 2 W NUMBER OF FULL-LENGTH 5TUD5 ZEACH END OF HEADER 10' OR LE55 2 2 3 3 3 3 GREATER THAN 10' 2 2 3 4 5 5 FORMED FROM 20 GAUGE PERFORATED- THEN GALVANIZED STEEL STRIPS, PANEL ANCHOR5 ARE AVAIL, IN 13/4" WIDTHS X 24 LENGTHS. �' PC EXPANSION STRIPS (BOTTOM): MADE OF UJHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND � � THE STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE GLASS BLOCK AND ALLOW THE PANEL TO EXPAND 4 CONTRACT � u FREELY. FOR METAL CHANNEL OR I" ASONR'1' CHA5E CON5T�RUCTION, (-- PC EXPANSION STRIPS, 4RE AVAILABLE 3ia" THICK X 4" WIDE X 24" LONG. FOR PANEL ANCHOR CONSTRUCTION, 5TD. 4" WIDE 5TRIP5 ARE EASILY CUT TO 3 WIDTH, FOR 31/e," PREMIERE SERIES BLK., AND TO 21/4" WIDTH, FOR 31/a" "THIINLINE" 5ERIE5 BLOCK. _� 6 Ase LOCK E)TA I (o. 2000 PSF MINIMUM 50IL BEARING CAPACITY D1 0 0 04-13-12 IRDC em Lp z d� o = N L Ig CL Z N X 00 y�. � 8 � � N Qwtt��II � W p� u � O w < _j 0 Q w 0 o— Q w 0 Q Z Q w nEj Lo DATE 10-01-05 SCALE A5 NOTED SHEET Del OF 5HEETS S HI PC ANCHOR STRIP i�1 O.C. CRL5. SLK. PER PLAN PC PANEL o RE INFOR: - Q� O.G. , ED. ; SEALANT PC ANCHOR STRIP — -- -- - - - 1/4" EXP. BOLT FILLED CELL , , ( 2 ) PER ANCHOR i 6. MAX. 1" HOLE DRILLED INTO EXTERIOR 5TRUGTURAL. 5TUD5. 1, DBL. 5TUD5 e EA. END OF 5HEAR WALL, S. WHEN ,ANCHORING MULTIPLE WD. ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE CENTERED, ROOF N1AI��N1G PATTERN ZONE: 0 56 NAILS 6 6" O.C, EDGE5 AND 12" O.C. FIELD ZONE: 17-71 5d NAILS e 6" D.C. EDGES AND 12" O.C. FIELD ZONE: 56 NAIL5 ia 4" O.C. EDGES AND 6" O.C, FIELD SEE FLOOR 'F MORTAR PLAN FOR IIS ' ASPHALT 0 I I 1,2 „ PLYUJD. TY'P. a ii OR 1/16" 056 EMUL51ON -- I� EA. SIDE CONC. BLOCK — 5d '� 4" O,C. i i I I WALL �' 2X4 STUDS E L � II EXTERIOR FINISH ___-- __-_-- g. NAIL PATTERN -DOUBLE PLATE 12" O.C.. OUTSIDE SPLICE ZONE EDGE 16„ O.C. p } C SEE NOTE 4) 5PH4,6 OR 5 NOTE -DOUBLE STUDS 1 12" O.C.: EA. STUD NO STRAPPING NEEDED 1 ��° PC 4N REINFORCING (TOP):' 0 PANEL -DOUBLE OR TRIPLE HEADER 6" O.C.. EDGE UPLIFT CONNECTOR WHEN FRAMING PER DETAIL D5 USED IN PANELS OVER 25"S.F. IN AREA,15 EMBEDDED HORIZONTALLY 3 12" O.C.. 1NTERMEDI4TE. (SEE ROOF PLAN) , —POOP FRAMING (1 EMBED.) 'a 24" O.C. ISI ��, ��, IN THE 1"10RT4R JOINT5 BETWEEN EVERT OTHER COUR5E. PANEL L � -HEADER TO STUD 's 4 D.C.. EA. HEADER MEMBER. REINFORCING 15 FORMED OF TWO PARALLEL WIRES, EITHER INa" o.c. -STUD TO TOP OR BOTTOM PLATE (2) 16d THRU DOUBLE TOP PLATE 1 � � �� E TA I USE ONLY WHEN (FOR USE WITH "TNINLINE" SERIES GLS. BLK.) OR 2" O.C. (FOR USE UJ/ &_ L_ (2) 16d EA. SIDE TOE NAILED TO PLT. FULL LENGTH WALL 5TUD5 D1 t- , "PREMIERE" SERIES GL5. BLK.), UJ/ BUTT WELDED CRO56WIRE5 AT zn0 1/2 - I -0 NOTED 45 SHEAR WALL ON PLANS REGULAR INTERVALS. 4' AND 10' LENGTHS AVAILABLE. (PER TABLE) ..9 10. -ROOF SHEATHING FOR SHINGLE ROOF TO BE MIN. 1/16" 056, CRIPPLED 5TUD5 I NAILED TO ROOF TRU55E5 5PACED ' 24" O.C. (MAX) WITHOUT PC PANEL ANCHORS (MIDOL� ) BLOCKING. 2x BLOCKING MIN. WALL AND HEADER REOUIREMENTS ARE USED TO TIE PITTSBURGH CORNING GLA55 BLOCK PANELS INTO -ROOF SHEATHING FOR TILE ROOF TO BE MIN 19/32" OSB HEADER SIZE PER THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED. F= 1/2" CDX PLYT WOOD OR 1/2" ADVANTECH. NAILED TO ROOF TO ROOF ROOF PLAN ATRUSS SPACED ' 24" O.C. (MAX) WITHOUT BLOCKING. MID WALL BLOCKS DONT. 11. FLOOR SHEATHING TO BE MIN. 23/32" PLTWOOD NAILED 'a 6" O.G. W1 6T15 e EA. SIDE #8 RING SHANK NAILS AND LIQUID NAIL ADHESIVE. EA. JACK 12, ALL FLOOR TRU55E5 TO BE END BLOCKED e BEARING LOCATIONS 2X BLOCKING A5 REQUIRED 13. TRU55 BRACING PER TRU55 MANUFACTURE'5 DRAWING5, HEADER 5TUD5 ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN OR MANUALLY I = _ ----------- 14. IT Ti - - _ (PER TABLE) P.T.',..>' ILL PLATE 15. ALL WOOD IN DIRECT CONTACT WITH MASONRY SHALL BE4SPH4,6 OR 8 PRESSURE TREATED. TSP FR,4M INNG FOR OFINGT5. e EA. STUD MAXIMUM HEADER SPAN (ft.) 3' 6' 9' 12' 15' 18' NUMBER OF HEADER 5TUD5 Z SUPPORTING END OF HEADER _ � 1 1 2 2 2 2 W NUMBER OF FULL-LENGTH 5TUD5 ZEACH END OF HEADER 10' OR LE55 2 2 3 3 3 3 GREATER THAN 10' 2 2 3 4 5 5 FORMED FROM 20 GAUGE PERFORATED- THEN GALVANIZED STEEL STRIPS, PANEL ANCHOR5 ARE AVAIL, IN 13/4" WIDTHS X 24 LENGTHS. �' PC EXPANSION STRIPS (BOTTOM): MADE OF UJHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND � � THE STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE GLASS BLOCK AND ALLOW THE PANEL TO EXPAND 4 CONTRACT � u FREELY. FOR METAL CHANNEL OR I" ASONR'1' CHA5E CON5T�RUCTION, (-- PC EXPANSION STRIPS, 4RE AVAILABLE 3ia" THICK X 4" WIDE X 24" LONG. FOR PANEL ANCHOR CONSTRUCTION, 5TD. 4" WIDE 5TRIP5 ARE EASILY CUT TO 3 WIDTH, FOR 31/e," PREMIERE SERIES BLK., AND TO 21/4" WIDTH, FOR 31/a" "THIINLINE" 5ERIE5 BLOCK. _� 6 Ase LOCK E)TA I (o. 2000 PSF MINIMUM 50IL BEARING CAPACITY D1 0 0 04-13-12 IRDC em Lp z d� o = N L Ig CL Z N X 00 y�. � 8 � � N Qwtt��II � W p� u � O w < _j 0 Q w 0 o— Q w 0 Q Z Q w nEj Lo DATE 10-01-05 SCALE A5 NOTED SHEET Del OF 5HEETS FILLED CELL , , ( 2 ) PER ANCHOR i 6. MAX. 1" HOLE DRILLED INTO EXTERIOR 5TRUGTURAL. 5TUD5. 1, DBL. 5TUD5 e EA. END OF 5HEAR WALL, S. WHEN ,ANCHORING MULTIPLE WD. ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE CENTERED, ROOF N1AI��N1G PATTERN ZONE: 0 56 NAILS 6 6" O.C, EDGE5 AND 12" O.C. FIELD ZONE: 17-71 5d NAILS e 6" D.C. EDGES AND 12" O.C. FIELD ZONE: 56 NAIL5 ia 4" O.C. EDGES AND 6" O.C, FIELD SEE FLOOR 'F MORTAR PLAN FOR IIS ' ASPHALT 0 I I 1,2 „ PLYUJD. TY'P. a ii OR 1/16" 056 EMUL51ON -- I� EA. SIDE CONC. BLOCK — 5d '� 4" O,C. i i I I WALL �' 2X4 STUDS E L � II EXTERIOR FINISH ___-- __-_-- g. NAIL PATTERN -DOUBLE PLATE 12" O.C.. OUTSIDE SPLICE ZONE EDGE 16„ O.C. p } C SEE NOTE 4) 5PH4,6 OR 5 NOTE -DOUBLE STUDS 1 12" O.C.: EA. STUD NO STRAPPING NEEDED 1 ��° PC 4N REINFORCING (TOP):' 0 PANEL -DOUBLE OR TRIPLE HEADER 6" O.C.. EDGE UPLIFT CONNECTOR WHEN FRAMING PER DETAIL D5 USED IN PANELS OVER 25"S.F. IN AREA,15 EMBEDDED HORIZONTALLY 3 12" O.C.. 1NTERMEDI4TE. (SEE ROOF PLAN) , —POOP FRAMING (1 EMBED.) 'a 24" O.C. ISI ��, ��, IN THE 1"10RT4R JOINT5 BETWEEN EVERT OTHER COUR5E. PANEL L � -HEADER TO STUD 's 4 D.C.. EA. HEADER MEMBER. REINFORCING 15 FORMED OF TWO PARALLEL WIRES, EITHER INa" o.c. -STUD TO TOP OR BOTTOM PLATE (2) 16d THRU DOUBLE TOP PLATE 1 � � �� E TA I USE ONLY WHEN (FOR USE WITH "TNINLINE" SERIES GLS. BLK.) OR 2" O.C. (FOR USE UJ/ &_ L_ (2) 16d EA. SIDE TOE NAILED TO PLT. FULL LENGTH WALL 5TUD5 D1 t- , "PREMIERE" SERIES GL5. BLK.), UJ/ BUTT WELDED CRO56WIRE5 AT zn0 1/2 - I -0 NOTED 45 SHEAR WALL ON PLANS REGULAR INTERVALS. 4' AND 10' LENGTHS AVAILABLE. (PER TABLE) ..9 10. -ROOF SHEATHING FOR SHINGLE ROOF TO BE MIN. 1/16" 056, CRIPPLED 5TUD5 I NAILED TO ROOF TRU55E5 5PACED ' 24" O.C. (MAX) WITHOUT PC PANEL ANCHORS (MIDOL� ) BLOCKING. 2x BLOCKING MIN. WALL AND HEADER REOUIREMENTS ARE USED TO TIE PITTSBURGH CORNING GLA55 BLOCK PANELS INTO -ROOF SHEATHING FOR TILE ROOF TO BE MIN 19/32" OSB HEADER SIZE PER THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED. F= 1/2" CDX PLYT WOOD OR 1/2" ADVANTECH. NAILED TO ROOF TO ROOF ROOF PLAN ATRUSS SPACED ' 24" O.C. (MAX) WITHOUT BLOCKING. MID WALL BLOCKS DONT. 11. FLOOR SHEATHING TO BE MIN. 23/32" PLTWOOD NAILED 'a 6" O.G. W1 6T15 e EA. SIDE #8 RING SHANK NAILS AND LIQUID NAIL ADHESIVE. EA. JACK 12, ALL FLOOR TRU55E5 TO BE END BLOCKED e BEARING LOCATIONS 2X BLOCKING A5 REQUIRED 13. TRU55 BRACING PER TRU55 MANUFACTURE'5 DRAWING5, HEADER 5TUD5 ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN OR MANUALLY I = _ ----------- 14. IT Ti - - _ (PER TABLE) P.T.',..>' ILL PLATE 15. ALL WOOD IN DIRECT CONTACT WITH MASONRY SHALL BE4SPH4,6 OR 8 PRESSURE TREATED. TSP FR,4M INNG FOR OFINGT5. e EA. STUD MAXIMUM HEADER SPAN (ft.) 3' 6' 9' 12' 15' 18' NUMBER OF HEADER 5TUD5 Z SUPPORTING END OF HEADER _ � 1 1 2 2 2 2 W NUMBER OF FULL-LENGTH 5TUD5 ZEACH END OF HEADER 10' OR LE55 2 2 3 3 3 3 GREATER THAN 10' 2 2 3 4 5 5 FORMED FROM 20 GAUGE PERFORATED- THEN GALVANIZED STEEL STRIPS, PANEL ANCHOR5 ARE AVAIL, IN 13/4" WIDTHS X 24 LENGTHS. �' PC EXPANSION STRIPS (BOTTOM): MADE OF UJHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND � � THE STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE GLASS BLOCK AND ALLOW THE PANEL TO EXPAND 4 CONTRACT � u FREELY. FOR METAL CHANNEL OR I" ASONR'1' CHA5E CON5T�RUCTION, (-- PC EXPANSION STRIPS, 4RE AVAILABLE 3ia" THICK X 4" WIDE X 24" LONG. FOR PANEL ANCHOR CONSTRUCTION, 5TD. 4" WIDE 5TRIP5 ARE EASILY CUT TO 3 WIDTH, FOR 31/e," PREMIERE SERIES BLK., AND TO 21/4" WIDTH, FOR 31/a" "THIINLINE" 5ERIE5 BLOCK. _� 6 Ase LOCK E)TA I (o. 2000 PSF MINIMUM 50IL BEARING CAPACITY D1 0 0 04-13-12 IRDC em Lp z d� o = N L Ig CL Z N X 00 y�. � 8 � � N Qwtt��II � W p� u � O w < _j 0 Q w 0 o— Q w 0 Q Z Q w nEj Lo DATE 10-01-05 SCALE A5 NOTED SHEET Del OF 5HEETS SEE FLOOR 'F MORTAR PLAN FOR IIS ' ASPHALT 0 I I 1,2 „ PLYUJD. TY'P. a ii OR 1/16" 056 EMUL51ON -- I� EA. SIDE CONC. BLOCK — 5d '� 4" O,C. i i I I WALL �' 2X4 STUDS E L � II EXTERIOR FINISH ___-- __-_-- g. NAIL PATTERN -DOUBLE PLATE 12" O.C.. OUTSIDE SPLICE ZONE EDGE 16„ O.C. p } C SEE NOTE 4) 5PH4,6 OR 5 NOTE -DOUBLE STUDS 1 12" O.C.: EA. STUD NO STRAPPING NEEDED 1 ��° PC 4N REINFORCING (TOP):' 0 PANEL -DOUBLE OR TRIPLE HEADER 6" O.C.. EDGE UPLIFT CONNECTOR WHEN FRAMING PER DETAIL D5 USED IN PANELS OVER 25"S.F. IN AREA,15 EMBEDDED HORIZONTALLY 3 12" O.C.. 1NTERMEDI4TE. (SEE ROOF PLAN) , —POOP FRAMING (1 EMBED.) 'a 24" O.C. ISI ��, ��, IN THE 1"10RT4R JOINT5 BETWEEN EVERT OTHER COUR5E. PANEL L � -HEADER TO STUD 's 4 D.C.. EA. HEADER MEMBER. REINFORCING 15 FORMED OF TWO PARALLEL WIRES, EITHER INa" o.c. -STUD TO TOP OR BOTTOM PLATE (2) 16d THRU DOUBLE TOP PLATE 1 � � �� E TA I USE ONLY WHEN (FOR USE WITH "TNINLINE" SERIES GLS. BLK.) OR 2" O.C. (FOR USE UJ/ &_ L_ (2) 16d EA. SIDE TOE NAILED TO PLT. FULL LENGTH WALL 5TUD5 D1 t- , "PREMIERE" SERIES GL5. BLK.), UJ/ BUTT WELDED CRO56WIRE5 AT zn0 1/2 - I -0 NOTED 45 SHEAR WALL ON PLANS REGULAR INTERVALS. 4' AND 10' LENGTHS AVAILABLE. (PER TABLE) ..9 10. -ROOF SHEATHING FOR SHINGLE ROOF TO BE MIN. 1/16" 056, CRIPPLED 5TUD5 I NAILED TO ROOF TRU55E5 5PACED ' 24" O.C. (MAX) WITHOUT PC PANEL ANCHORS (MIDOL� ) BLOCKING. 2x BLOCKING MIN. WALL AND HEADER REOUIREMENTS ARE USED TO TIE PITTSBURGH CORNING GLA55 BLOCK PANELS INTO -ROOF SHEATHING FOR TILE ROOF TO BE MIN 19/32" OSB HEADER SIZE PER THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED. F= 1/2" CDX PLYT WOOD OR 1/2" ADVANTECH. NAILED TO ROOF TO ROOF ROOF PLAN ATRUSS SPACED ' 24" O.C. (MAX) WITHOUT BLOCKING. MID WALL BLOCKS DONT. 11. FLOOR SHEATHING TO BE MIN. 23/32" PLTWOOD NAILED 'a 6" O.G. W1 6T15 e EA. SIDE #8 RING SHANK NAILS AND LIQUID NAIL ADHESIVE. EA. JACK 12, ALL FLOOR TRU55E5 TO BE END BLOCKED e BEARING LOCATIONS 2X BLOCKING A5 REQUIRED 13. TRU55 BRACING PER TRU55 MANUFACTURE'5 DRAWING5, HEADER 5TUD5 ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN OR MANUALLY I = _ ----------- 14. IT Ti - - _ (PER TABLE) P.T.',..>' ILL PLATE 15. ALL WOOD IN DIRECT CONTACT WITH MASONRY SHALL BE4SPH4,6 OR 8 PRESSURE TREATED. TSP FR,4M INNG FOR OFINGT5. e EA. STUD MAXIMUM HEADER SPAN (ft.) 3' 6' 9' 12' 15' 18' NUMBER OF HEADER 5TUD5 Z SUPPORTING END OF HEADER _ � 1 1 2 2 2 2 W NUMBER OF FULL-LENGTH 5TUD5 ZEACH END OF HEADER 10' OR LE55 2 2 3 3 3 3 GREATER THAN 10' 2 2 3 4 5 5 FORMED FROM 20 GAUGE PERFORATED- THEN GALVANIZED STEEL STRIPS, PANEL ANCHOR5 ARE AVAIL, IN 13/4" WIDTHS X 24 LENGTHS. �' PC EXPANSION STRIPS (BOTTOM): MADE OF UJHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND � � THE STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE GLASS BLOCK AND ALLOW THE PANEL TO EXPAND 4 CONTRACT � u FREELY. FOR METAL CHANNEL OR I" ASONR'1' CHA5E CON5T�RUCTION, (-- PC EXPANSION STRIPS, 4RE AVAILABLE 3ia" THICK X 4" WIDE X 24" LONG. FOR PANEL ANCHOR CONSTRUCTION, 5TD. 4" WIDE 5TRIP5 ARE EASILY CUT TO 3 WIDTH, FOR 31/e," PREMIERE SERIES BLK., AND TO 21/4" WIDTH, FOR 31/a" "THIINLINE" 5ERIE5 BLOCK. _� 6 Ase LOCK E)TA I (o. 2000 PSF MINIMUM 50IL BEARING CAPACITY D1 0 0 04-13-12 IRDC em Lp z d� o = N L Ig CL Z N X 00 y�. � 8 � � N Qwtt��II � W p� u � O w < _j 0 Q w 0 o— Q w 0 Q Z Q w nEj Lo DATE 10-01-05 SCALE A5 NOTED SHEET Del OF 5HEETS � II EXTERIOR FINISH ___-- __-_-- g. NAIL PATTERN -DOUBLE PLATE 12" O.C.. OUTSIDE SPLICE ZONE EDGE 16„ O.C. p } C SEE NOTE 4) 5PH4,6 OR 5 NOTE -DOUBLE STUDS 1 12" O.C.: EA. STUD NO STRAPPING NEEDED 1 ��° PC 4N REINFORCING (TOP):' 0 PANEL -DOUBLE OR TRIPLE HEADER 6" O.C.. EDGE UPLIFT CONNECTOR WHEN FRAMING PER DETAIL D5 USED IN PANELS OVER 25"S.F. IN AREA,15 EMBEDDED HORIZONTALLY 3 12" O.C.. 1NTERMEDI4TE. (SEE ROOF PLAN) , —POOP FRAMING (1 EMBED.) 'a 24" O.C. ISI ��, ��, IN THE 1"10RT4R JOINT5 BETWEEN EVERT OTHER COUR5E. PANEL L � -HEADER TO STUD 's 4 D.C.. EA. HEADER MEMBER. REINFORCING 15 FORMED OF TWO PARALLEL WIRES, EITHER INa" o.c. -STUD TO TOP OR BOTTOM PLATE (2) 16d THRU DOUBLE TOP PLATE 1 � � �� E TA I USE ONLY WHEN (FOR USE WITH "TNINLINE" SERIES GLS. BLK.) OR 2" O.C. (FOR USE UJ/ &_ L_ (2) 16d EA. SIDE TOE NAILED TO PLT. FULL LENGTH WALL 5TUD5 D1 t- , "PREMIERE" SERIES GL5. BLK.), UJ/ BUTT WELDED CRO56WIRE5 AT zn0 1/2 - I -0 NOTED 45 SHEAR WALL ON PLANS REGULAR INTERVALS. 4' AND 10' LENGTHS AVAILABLE. (PER TABLE) ..9 10. -ROOF SHEATHING FOR SHINGLE ROOF TO BE MIN. 1/16" 056, CRIPPLED 5TUD5 I NAILED TO ROOF TRU55E5 5PACED ' 24" O.C. (MAX) WITHOUT PC PANEL ANCHORS (MIDOL� ) BLOCKING. 2x BLOCKING MIN. WALL AND HEADER REOUIREMENTS ARE USED TO TIE PITTSBURGH CORNING GLA55 BLOCK PANELS INTO -ROOF SHEATHING FOR TILE ROOF TO BE MIN 19/32" OSB HEADER SIZE PER THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED. F= 1/2" CDX PLYT WOOD OR 1/2" ADVANTECH. NAILED TO ROOF TO ROOF ROOF PLAN ATRUSS SPACED ' 24" O.C. (MAX) WITHOUT BLOCKING. MID WALL BLOCKS DONT. 11. FLOOR SHEATHING TO BE MIN. 23/32" PLTWOOD NAILED 'a 6" O.G. W1 6T15 e EA. SIDE #8 RING SHANK NAILS AND LIQUID NAIL ADHESIVE. EA. JACK 12, ALL FLOOR TRU55E5 TO BE END BLOCKED e BEARING LOCATIONS 2X BLOCKING A5 REQUIRED 13. TRU55 BRACING PER TRU55 MANUFACTURE'5 DRAWING5, HEADER 5TUD5 ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN OR MANUALLY I = _ ----------- 14. IT Ti - - _ (PER TABLE) P.T.',..>' ILL PLATE 15. ALL WOOD IN DIRECT CONTACT WITH MASONRY SHALL BE4SPH4,6 OR 8 PRESSURE TREATED. TSP FR,4M INNG FOR OFINGT5. e EA. STUD MAXIMUM HEADER SPAN (ft.) 3' 6' 9' 12' 15' 18' NUMBER OF HEADER 5TUD5 Z SUPPORTING END OF HEADER _ � 1 1 2 2 2 2 W NUMBER OF FULL-LENGTH 5TUD5 ZEACH END OF HEADER 10' OR LE55 2 2 3 3 3 3 GREATER THAN 10' 2 2 3 4 5 5 FORMED FROM 20 GAUGE PERFORATED- THEN GALVANIZED STEEL STRIPS, PANEL ANCHOR5 ARE AVAIL, IN 13/4" WIDTHS X 24 LENGTHS. �' PC EXPANSION STRIPS (BOTTOM): MADE OF UJHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND � � THE STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE GLASS BLOCK AND ALLOW THE PANEL TO EXPAND 4 CONTRACT � u FREELY. FOR METAL CHANNEL OR I" ASONR'1' CHA5E CON5T�RUCTION, (-- PC EXPANSION STRIPS, 4RE AVAILABLE 3ia" THICK X 4" WIDE X 24" LONG. FOR PANEL ANCHOR CONSTRUCTION, 5TD. 4" WIDE 5TRIP5 ARE EASILY CUT TO 3 WIDTH, FOR 31/e," PREMIERE SERIES BLK., AND TO 21/4" WIDTH, FOR 31/a" "THIINLINE" 5ERIE5 BLOCK. _� 6 Ase LOCK E)TA I (o. 2000 PSF MINIMUM 50IL BEARING CAPACITY D1 0 0 04-13-12 IRDC em Lp z d� o = N L Ig CL Z N X 00 y�. � 8 � � N Qwtt��II � W p� u � O w < _j 0 Q w 0 o— Q w 0 Q Z Q w nEj Lo DATE 10-01-05 SCALE A5 NOTED SHEET Del OF 5HEETS 1/2" CDX PLYT WOOD OR 1/2" ADVANTECH. NAILED TO ROOF TO ROOF ROOF PLAN ATRUSS SPACED ' 24" O.C. (MAX) WITHOUT BLOCKING. MID WALL BLOCKS DONT. 11. FLOOR SHEATHING TO BE MIN. 23/32" PLTWOOD NAILED 'a 6" O.G. W1 6T15 e EA. SIDE #8 RING SHANK NAILS AND LIQUID NAIL ADHESIVE. EA. JACK 12, ALL FLOOR TRU55E5 TO BE END BLOCKED e BEARING LOCATIONS 2X BLOCKING A5 REQUIRED 13. TRU55 BRACING PER TRU55 MANUFACTURE'5 DRAWING5, HEADER 5TUD5 ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN OR MANUALLY I = _ ----------- 14. IT Ti - - _ (PER TABLE) P.T.',..>' ILL PLATE 15. ALL WOOD IN DIRECT CONTACT WITH MASONRY SHALL BE4SPH4,6 OR 8 PRESSURE TREATED. TSP FR,4M INNG FOR OFINGT5. e EA. STUD MAXIMUM HEADER SPAN (ft.) 3' 6' 9' 12' 15' 18' NUMBER OF HEADER 5TUD5 Z SUPPORTING END OF HEADER _ � 1 1 2 2 2 2 W NUMBER OF FULL-LENGTH 5TUD5 ZEACH END OF HEADER 10' OR LE55 2 2 3 3 3 3 GREATER THAN 10' 2 2 3 4 5 5 FORMED FROM 20 GAUGE PERFORATED- THEN GALVANIZED STEEL STRIPS, PANEL ANCHOR5 ARE AVAIL, IN 13/4" WIDTHS X 24 LENGTHS. �' PC EXPANSION STRIPS (BOTTOM): MADE OF UJHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND � � THE STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE GLASS BLOCK AND ALLOW THE PANEL TO EXPAND 4 CONTRACT � u FREELY. FOR METAL CHANNEL OR I" ASONR'1' CHA5E CON5T�RUCTION, (-- PC EXPANSION STRIPS, 4RE AVAILABLE 3ia" THICK X 4" WIDE X 24" LONG. FOR PANEL ANCHOR CONSTRUCTION, 5TD. 4" WIDE 5TRIP5 ARE EASILY CUT TO 3 WIDTH, FOR 31/e," PREMIERE SERIES BLK., AND TO 21/4" WIDTH, FOR 31/a" "THIINLINE" 5ERIE5 BLOCK. _� 6 Ase LOCK E)TA I (o. 2000 PSF MINIMUM 50IL BEARING CAPACITY D1 0 0 04-13-12 IRDC em Lp z d� o = N L Ig CL Z N X 00 y�. � 8 � � N Qwtt��II � W p� u � O w < _j 0 Q w 0 o— Q w 0 Q Z Q w nEj Lo DATE 10-01-05 SCALE A5 NOTED SHEET Del OF 5HEETS FORMED FROM 20 GAUGE PERFORATED- THEN GALVANIZED STEEL STRIPS, PANEL ANCHOR5 ARE AVAIL, IN 13/4" WIDTHS X 24 LENGTHS. �' PC EXPANSION STRIPS (BOTTOM): MADE OF UJHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND � � THE STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE GLASS BLOCK AND ALLOW THE PANEL TO EXPAND 4 CONTRACT � u FREELY. FOR METAL CHANNEL OR I" ASONR'1' CHA5E CON5T�RUCTION, (-- PC EXPANSION STRIPS, 4RE AVAILABLE 3ia" THICK X 4" WIDE X 24" LONG. FOR PANEL ANCHOR CONSTRUCTION, 5TD. 4" WIDE 5TRIP5 ARE EASILY CUT TO 3 WIDTH, FOR 31/e," PREMIERE SERIES BLK., AND TO 21/4" WIDTH, FOR 31/a" "THIINLINE" 5ERIE5 BLOCK. _� 6 Ase LOCK E)TA I (o. 2000 PSF MINIMUM 50IL BEARING CAPACITY D1 0 0 04-13-12 IRDC em Lp z d� o = N L Ig CL Z N X 00 y�. � 8 � � N Qwtt��II � W p� u � O w < _j 0 Q w 0 o— Q w 0 Q Z Q w nEj Lo DATE 10-01-05 SCALE A5 NOTED SHEET Del OF 5HEETS NOTE, THE ATTACHMENT OF ASPHALT SHINGLES, UNLESS OTHERW16E NOTED, SHALL CONFORM TO ASTM D 31e1 ( MODIFIED TO 140 MPH) OR M DC PA 101-g5. THE FRG REOUIRE5 545E AND CAP FLASHING, SHINGLES OVER BUILDING PAPER OVER 1/1&11 055, SHEATHING PREMANUFACTURED INSULATION 5AFFLE BETWEEN EA. TRUSS 4 EA. TRU55 UJ/ UPLIFT OF 1810# OR LESS 4 X2 e EA. TRU55 UJ/ UPLIFT BETWEEN 1811# 4 3(020# SEE ROOF PLAN ALUMINUM— DRIP EDGE 2X& 5U5 FASCIA-' VENTED ALUM. 50FFIT 0"X8" CONC. KNOCK- OUT SLOCK REINFORCED UJ/ CONC. 4 ( 1) #5 (P R.EPAR CONTINUOUS S"X8" CONC. BLOCK ' BLOCK REINFORCED W/ CONC, PRE CAST LINTEL ALUM. WINDOW (REFER TO—` FLOOR PLAN 4 ELEV, FOR DESIGNATIONS) ARE CAST CONC. SILL- 3"X5"XI(o" CONC. FLOCK 'REFER TO EXTERIOR ELEV. FOR WALL FIN.) - INSULATION (SEE PLAN FOR TYPE) —'/2" SAG RESISTANT OR 5/6GYF'. 50ARD PLACED PERP: TO CLC. FRAMING 1/2" GYP. BD. ON 1 "X211 P.T. FURRING W1 ALFOIL IN5UL. BETWEEN — 1 Xro P.T. HEAD LEDGER 8" BEYOND OPENING EACH SIDE SEE FLR. PLAN FOR GARAGE CLG, SPECS, BLOCK WALL INSULATION CORE FOAM R-8 + ALFOIL R-4.1 = R12.1 TOTAI MARBLE STOOL MOTE: THE ATTACHMENT OF ASPHALT SHINGLES, UNLESS OTHERWISE DOTED, SHALL CONFORM TO ASTM D 31(o1 ( MODIFIED TO 140 MPH ) 0R M -DC PA 101-95, THE FRC REOUIR.ES 5A5E AND CAP FLASHING. SHINGLES OVER 5UILDING =APER OVER 1/16" 058. SHEATHING PRET" IANUFACTUREU INSULATION BAFFLE BETWEEN EA. TRU55 4 'a EA. TRUSS UJ/ UPL IFT OF 1810# OR LESS X2 I EA. TRU55 UJ/ UPLIFT # # PE I w MN 1811 4 :Xo2Vll E;XP. JOINT '/2" GYP. BD. ON 1"X211 SEE ROOF PLAN (Bit RECESS 5LA�5 p all 00 P.T. FURRING UJ/ ALFOIL - u z FOR SGD DOOR F.F. ALUMINUM -IORIZ. RESARS � — -Z 0 WOOD 5,45E #5* ROD a) EA. DOWNPOUR BLOCK WALL INSULATION- ALUM. WINDOW(REFER TO FIN15H FLOOR INSULATION q FLOOR PLAN 4 ELEV. FOR PRS CAST CONC. SIAL PORTS a EA. VERT. L � -J J I (5EE PLAN FOR TYPE) DESIGNATIONS) POUR I_ ' _ J r - - - I G (REFER TO EXTERIOR 5ACi RESISTANT ,- ui (o MIL POLYERTHYLENE L_ _ _ J 0 '� OR 5/a"GYP. BOARD �® 1411 - - - i ° MARBLE STOOL PLACED PERP. TO CL (3) #5 JOINTS. 1 11_11 (2)#5 REPARS 9 11.411 #5 DOWELS SEE 11(2)S 11_411 411 RE5AR5 22 1'-a11 411 KEBABS D2 1/2"R /''�/ GYP, ✓D. ON 1 "X2 D2 D2 P.T, FURRING UJ/ ALFOIL D2 INSUL. BETWEEN PRICK VENEER i a "RECE55 15 gi�211 RECESS FOR I • 4 �2 " RECESS SLAB VENEER 11,211 FOR OUT-SUJC. = GAR. DR. -0 o CONC. FTG. RE f NFORCED UJ/ FOR DOOR (2,#5 RE5AR'5 CONT. LEDGER 5" 53EYOND 5 CT I ON DRS. ONLY OUT BLOCK REINFORCED 5 REBAR 1(o" O.C. VERT, 4 16 " O.C, OPENING EACH SIDE UJ/ CONC. 4 (1) #5,P REPAR HORIZ. _ -------------- - 0 -0 It F- II 8IIX8 LONG, P OCK L WOOD 5A5E SEE FLK. PL,4N FOR #5* ROD a EA. DOWNPOUR I Qi BLOCK REINFORCED 0 GARAGE CL G, 5PEC5. I p W/ CONC. I PROVIDE INSPECTION i i PORTS x EA. VERT. PRE CAST L INTE POUR c!J r=-=� m 0 Q • (h' GRADE zz roc 0 I.__ ICJ 2 1 11 (2 )#5 REBAR5 10 D 2 CONT. 1( "XS" FTG, fr m q I i i• i tu RE 3 4RS F_ (2)#5 X Lu W/ 2 #5O RE 5,4R. :13 TI m^ — � ° °• N EXP. JOINT I (2)#5 RE5AR5 11 BARS D2 1211 O.G. 1'-411 411 EXTEND FTG. 4" FOR 4 GONG. FTG. REINFORCED FS PRICK VENEER (2)#5 REBARS CONT.- SE 0 FOUNDATION PLAN TZ MIL POLYERTHYLENE T X VARIES (1)# 5 REPAR LAPPED AND TAPED 0-0 JOINTS. • 1:1-411 '� \1Y } &ECTION 3 11 _ 411 D2 (2)#5 REPARS 11 D2 UJ/ NOL= I T# 41C FOOTING (2)#5 KEBABS 2 811 411 D2 3/4.11= 1-/T.11 SG/ 0 u p2 1�-411 411 � D O RECE55 FOR 8II m\� 5L.GL.DR. (3) # 5 REBARS.F�- - - VARIES " 1'-g" CEJ m . REBARS D2 0 LuI C2)#5 D } I I �•_ _ _ REBARS W (2)05 X RE5AR5 to GARAGE� WALL (1)05 REPARS VARIES 4° (1)# 5 REPAR #3 TIE lg PARS p2 12" O.C. 11_411 411 CONC. FILLED CAVITf E5 EACH 51DE OF DRAIN PIPE 4 CAVITI' 1 13 411 8" WHERE DRAIN PIPE PA55ES p2 8" 4" U2 TNRU CONC. BLOCK STEM CONIC,, TO SPECS. WALL (2)5 RE5ARS GRADE 4" PVC. PLUMP. DRAIN PIPE I I a I I b- LU TNRU STEM WALL BLOCK m z w • •p } 1-/T 11 4" 1 S./ Lu � II MAX � PVC 11-011 e- 8 411 14 v L< (2)#5 REBAR > CONC. FTG. RE INF. W/ (2) #5 RE5AR5 CONT. SLEEVE D2 D2 g��211 SLAP - '/2 1 FOR OUT-SUJG. .RECE55 FOR CSAR. DOOR P1 ' I FE Ti 45U FOOTING; DRS. ONLY X — —It Z X D2 DETAIL. 3/811= 1'-011 cO (2) SO REPAR PENT TO ARCH N - " AROUND SLEEVE, 30" LAP MIN. ji, 30TH SIDES 1�, Iv (2)#5 REPARS 15 (2)#5 REBARS GONG. TO SPECS. 11_411 D2 411 11411 411 MAX 0 PVC D2 SLEEVE z q _ — GRADE ° r•- - - - - ,411 PVC. PLUMP. DRAIN PIPE I I c� 0 wImo' I TNRU STEM WALL 5LOCK - -" (2)#5 KEBABS CONC. FTG. RE INF. UJ/ (2) 11 _011 411 < I I #5 REBAR& CONT, z Lu c R P R Lu �} I I I X �•_ --_• MONOLITHIC _ 4 11 1 1-411 4 11 1'GJ #3,4 I S (2) I P T I FR, U POOTNG; D2 09DS 12R o.C. KEBABS D TA L 3/SI' = 1'-0" NOTE, THE ATTACHMENT OF ASPHALT SHINGLES, UNLESS OTHERW16E NOTED, SHALL CONFORM TO ASTM D 31e1 ( MODIFIED TO 140 MPH) OR M DC PA 101-g5. THE FRG REOUIRE5 545E AND CAP FLASHING, SHINGLES OVER BUILDING PAPER OVER 1/1&11 055, SHEATHING PREMANUFACTURED INSULATION 5AFFLE BETWEEN EA. TRUSS 4 EA. TRU55 UJ/ UPLIFT OF 1810# OR LESS 4 X2 e EA. TRU55 UJ/ UPLIFT BETWEEN 1811# 4 3(020# SEE ROOF PLAN ALUMINUM— DRIP EDGE 2X& 5U5 FASCIA-' VENTED ALUM. 50FFIT 0"X8" CONC. KNOCK- OUT SLOCK REINFORCED UJ/ CONC. 4 ( 1) #5 (P R.EPAR CONTINUOUS S"X8" CONC. BLOCK ' BLOCK REINFORCED W/ CONC, PRE CAST LINTEL ALUM. WINDOW (REFER TO—` FLOOR PLAN 4 ELEV, FOR DESIGNATIONS) ARE CAST CONC. SILL- 3"X5"XI(o" CONC. FLOCK 'REFER TO EXTERIOR ELEV. FOR WALL FIN.) - INSULATION (SEE PLAN FOR TYPE) —'/2" SAG RESISTANT OR 5/6GYF'. 50ARD PLACED PERP: TO CLC. FRAMING 1/2" GYP. BD. ON 1 "X211 P.T. FURRING W1 ALFOIL IN5UL. BETWEEN — 1 Xro P.T. HEAD LEDGER 8" BEYOND OPENING EACH SIDE SEE FLR. PLAN FOR GARAGE CLG, SPECS, BLOCK WALL INSULATION CORE FOAM R-8 + ALFOIL R-4.1 = R12.1 TOTAI MARBLE STOOL MOTE: THE ATTACHMENT OF ASPHALT SHINGLES, UNLESS OTHERWISE DOTED, SHALL CONFORM TO ASTM D 31(o1 ( MODIFIED TO 140 MPH ) 0R M -DC PA 101-95, THE FRC REOUIR.ES 5A5E AND CAP FLASHING. SHINGLES OVER 5UILDING =APER OVER 1/16" 058. SHEATHING PRET" IANUFACTUREU INSULATION BAFFLE BETWEEN EA. TRU55 4 'a EA. TRUSS UJ/ UPL IFT OF 1810# OR LESS X2 I EA. TRU55 UJ/ UPLIFT # # PE I w MN 1811 4 :Xo2Vll w �; '/2" GYP. BD. ON 1"X211 SEE ROOF PLAN p ul 00 P.T. FURRING UJ/ ALFOIL _ _ e.E.MTL, WALL TIES s u z INSUL. BETWEEN V' O.C. VERT. $ 1 & " O.G. ALUMINUM -IORIZ. DRIP EDGE � 0 WOOD 5,45E #5* ROD a) EA. DOWNPOUR BLOCK WALL INSULATION- ALUM. WINDOW(REFER TO FIN15H FLOOR INSULATION q FLOOR PLAN 4 ELEV. FOR PRS CAST CONC. SIAL PORTS a EA. VERT. L � -J J I (5EE PLAN FOR TYPE) DESIGNATIONS) POUR I_ ' _ J r - - - I G (REFER TO EXTERIOR 5ACi RESISTANT ,- ui (o MIL POLYERTHYLENE L_ _ _ J 0 '� OR 5/a"GYP. BOARD �® N - - - i ° MARBLE STOOL PLACED PERP. TO CL � ___� JOINTS. I = = = _1 I FRAMING w _0 0 2 X(o 5U5 F,45C 14 #5 DOWELS SEE FOUND. FOR LOCATION 1/2"R /''�/ GYP, ✓D. ON 1 "X2 � � 4 P.T, FURRING UJ/ ALFOIL Q INSUL. BETWEEN PRICK VENEER i a VENTED ALUM. SOFFIT m I • i VENEER I a 1"Xro" P.T. HEAD- `' -0 8"X8" CONC. KNOCK- CONC. FTG. RE f NFORCED UJ/ 5.E.MTL. WALL TIES i (2,#5 RE5AR'5 CONT. LEDGER 5" 53EYOND 5 CT I ON 3 OUT BLOCK REINFORCED 1(o" O.C. VERT, 4 16 " O.C, OPENING EACH SIDE UJ/ CONC. 4 (1) #5,P REPAR HORIZ. Q CONTINUOUS 0 -0 F- II 8IIX8 LONG, P OCK L WOOD 5A5E SEE FLK. PL,4N FOR #5* ROD a EA. DOWNPOUR I Qi BLOCK REINFORCED 0 GARAGE CL G, 5PEC5. I 0 W/ CONC. FINISH FLOOR PROVIDE INSPECTION i i PORTS x EA. VERT. PRE CAST L INTE POUR z r=-=� 0 Q b D (h' GRADE Lu° I.__ 4LTERNATE PRICK '/2" GYP. BD. ON 1"X211 VENEER y.y s ul P.T. FURRING UJ/ ALFOIL _ _ e.E.MTL, WALL TIES s , ,� z INSUL. BETWEEN V' O.C. VERT. $ 1 & " O.G. a -IORIZ. 0 WOOD 5,45E #5* ROD a) EA. DOWNPOUR BLOCK WALL INSULATION- ALUM. WINDOW(REFER TO FIN15H FLOOR q FLOOR PLAN 4 ELEV. FOR PRS CAST CONC. SIAL PORTS a EA. VERT. L � -J J I > DESIGNATIONS) POUR I_ ' _ J r - - - I G (REFER TO EXTERIOR ` - - - J GRA, ,- ui (o MIL POLYERTHYLENE L_ _ _ J 0 '� ELEV. FOR WALL FIN.) N 4LTERNATE PRICK '/2" GYP. BD. ON 1"X211 VENEER y.y s `' P.T. FURRING UJ/ ALFOIL _ _ e.E.MTL, WALL TIES s , ,� INSUL. BETWEEN V' O.C. VERT. $ 1 & " O.G. a -IORIZ. 0 WOOD 5,45E #5* ROD a) EA. DOWNPOUR BLOCK WALL INSULATION- '11N. 30" LAP FIN15H FLOOR PROVIDE INSPECTION PRS CAST CONC. SIAL PORTS a EA. VERT. L � -J J I ALFOIL R-4.1 = R12.1 TOTAL POUR I_ ' _ J r - - - I G (REFER TO EXTERIOR ` - - - J GRA, (o MIL POLYERTHYLENE L_ _ _ J 0 '� ELEV. FOR WALL FIN.) VAPOR BARRIER (011 - - - i MARBLE STOOL LAPPED AND TAPED � ___� JOINTS. I = = = _1 I #5 DOWELS SEE FOUND. FOR LOCATION I � 4 EXTEND FTG, 4" FOR -4 PRICK VENEER i a ALTERNATE BRICK m I • i VENEER I a `' 11 CONC. FTG. RE f NFORCED UJ/ 5.E.MTL. WALL TIES i (2,#5 RE5AR'5 CONT. T�iP I CAL WALL 5 CT I ON UJ/ &TEM WALL FOOTING 1(o" O.C. VERT, 4 16 " O.C, 3/4" 11-011 y.y s 0 BLOCK WALL INSULATION- 0 CORE FOAM R-8 + PRS CAST CONC. SIAL ALFOIL R-4.1 = R12.1 TOTAL s 8 XSIX1(cCONC. BLOCK , (REFER TO EXTERIOR 0 '� ELEV. FOR WALL FIN.) MARBLE STOOL �o s ALTERNATE BRICK 1/2" GYP. BD. ON 1"X2" VENEER _ _ , `' P.T. FURRING W1 ALFOIL 0 ' 5.E.MTL. WALL TIES i ; . -� ,� a INSUL. BETWEEN 1(o" O.C. VERT, 4 16 " O.C, HORIZ. WOOD 5A5E #5* ROD a EA. DOWNPOUR I 0 MIN. 30" LAP I FINISH FLOOR PROVIDE INSPECTION i i PORTS x EA. VERT. POUR z r=-=� I b D (h' GRADE Lu° I.__ pb 1 Lu N m^ — I v D ° °• N u I p II EXTEND FTG. 4" FOR 4 GONG. FTG. REINFORCED FS PRICK VENEER (2)#5 REBARS CONT.- SE 0 FOUNDATION PLAN TZ MIL POLYERTHYLENE T VAPOR FARRIER (o LAPPED AND TAPED 0-0 JOINTS. TYf=` I CAL WALL &ECTION UJ/ NOL= I T# 41C FOOTING A D2 3/4.11= 1-/T.11 SG/ 0 u O ---ROOF UECKINC 2X4 LOOKOUT e 24" O.C. ROOF DECKING TYPICAL WOOD ROOF NAILS � 4" O.C.. TYPICAL OVERHANG 2X4 BRACINC•� f 24" O.G. FR,4MED UJALL ROOF .DECKING C 12" MAX.) 106 NAILS 'a 4" O.G. EXT. SHEATHING TO STOP ABOVE CMU(2) 106 � EA. PER PLAN ---PRE ENCS. DJD. SC1550R T°I"PICAL OVERHANG -,fro" MAX. TRUSSES w 24" O.C. -1/1� �� DSS. SHEATHING END PRE ENG. DJD. 5C1550R 12" MAX. (2) 106 a EA. END EXTERIOR FIN. TO SPEC5. TRU55E5 e) 24" O.C. ATTACH CRO55 BR CIN TEXT, FINISH ON CENTER POINT OF WEEP (4) 106 TOE NAILED e PRE ENG. GABLE END TRU55 UJ/ 4-12dNAILS 3 .C. PAPER 5AGKED LATH 5CREED TO BE 1" BELOW T.O.M. 2x4 X -BRACING EA. TRU55 TO 2X8 e 8' O.C. TO E ENG, DJD, 5 50 FASTENER PER TRU55 (2) 106 e EA. BOTTOM CHORD 3RD, TRU55 IN TR SE5 e 2 0.0 a^ (4) 1P.)d TOE NAILED � ENG. 2X4 DIAPHRAGM FRAMING EXTERIOR FIN. -f/ O 5H THING p° : EA. 2.X.8 VERT. TO TOP PLATE ROOF DECKING -6 'a 48 O.C. IN FIRST FOUR (4) o� VAPOR BARRIER TO PASS 2X8 TOP PLATE FRAMING SPACES oNL`'r WHEN TO 5PEC5: Q IN FRONT OF LUEEP 5GREEiD 5ET BACK P EN GA E END TRU55 0 � EA. TRUSS JACKS SPAN 4 -0 OR GREATER GABLE1/ailUJ/ ,� ----I/1� 055.5HEATHING (2) d EA, OT CHORD 0 MOISTURE 5ARRIER AND 2X8 VERT. 24 O.C. 4 TEXT, CEMENT 9 BOND BREAK PER (4) 106 TOE NAILED FINI5H, FLU5H 2x4 DIAPHRAGM FR IN 0 &TH EDITION 2+011- R703.1 2X8 P.T. SOLE PLATE GYI=, 81. (BEE STRUC. NOTES GABLE W1 i, �� • FOR NAILING PATTERN) SIDING FIN15H � 48 O.G. IN FIRST FO (4) o DEEP SCREED -PER 2 0 ANCHOR BOLT W1 2 FRAMING SPACES NAILE a , WA5HER 6 32 O.C. TO TOP OF BOT M CHORp STH EDITION 2Q�1-(- ' 15 REBAR IN POURED DETAIL 4/D3 a IIKNOCK OUT PRE ENG. END CONC. FILLED LINTEL BLOCK FOR FLASHING JACKS a 24" O.C. 8'-O" MAX, UJ/ 1 �5 REBAR REQ. CONC. BLOCK WALL I TYPICAL CMU WALL G-�o NON I I LE END lOd NAILS f;'` GYP. BD. (SEE STRUC. NOTES G-3GAEe 4" O.C. �� FOR NAILING PATTERN) -Z D3 ATTACH CROSS BRACING c CONCRETE izDOF DECKING BLOCK WALL 2X8 1 T 50ILE PLATE A � I I PRE ENG. WD. 5CI550R — PRE -ENG. UJDOD TRUSSES X12 "0 ANCHOR BOLT W1 2" TRU55E5 e 24" O.C. 24 O.C. C -1 A 5 LE EN W,45HER i32" O.C. D3 D3 CONC. FILLED LINTEL BLOCK d) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN+— 1 4 (2) 106 NAILS UJ/ 1 *5 REBAR 1" EDGES 1 1/2" EDGE) 2 1/2" EDGE 45 24" O.C. 2X4 LOOKOUT e 24" O.C. ROOF DECKING Q) TYPICAL OVERHANG —2X4 BRACING e 24" O.C. N TTa ° ( 12 " MAX.) Q)( 1odX3" ( �} SHIM UNDER TRU55 lDd NAILS 4 O.C. �- COMMON zit x z x 8"XS"X1G " CONC. LINTEL 2X4 BLOCKING 24" O.C. lu fu 1 1/2" _ DBL. 2X8 TOP PLATE BLOCK CONT. POUR a a Q' (STAGGERED) PRE ENG. DJD. 5 1550 1/ Q 2 1/ i/l�" O5B. SHEATHING UJ/ 1 #5O REBAR CONT, 5 E 5 s 24" coMMo i 2x8 VERT. 24" O.C. GONG. BLOCK WALL 4 EA. 2X4 - ) 10 � E y - 1 odX3 x x —�� BELOW EA. TRU55 12 fi'1AX; p I M -F AMINC z z G- 4 � TAIL e 4 5T�Z7t�R (4) 10 COMMON 'a7iC8 O. 4 X1�OCENG MING SPACE - ILED ) .z oF'P. SIDE U � – 81 � EA. 2X8 VERT. 3 TO TOP OF BOTTOM C RD cin - 3RD. TRU55 IN 2X8 P.T. 5OLE PLATE COMMOINO) 1/2 " ANCHOR BOLT W/ 2" ROOF DECKING (2) 106 e END x OPP. sIIDE Q I WASHER a 32„ O.C. OF BLOCKING Q PRE ENG. WIC. SCISSOR TRUSSES '5 24 O.G. -(2) lOd NAILS 12" O.C. N �� — —� 5 REBAR IN POURED 6 (2)2X4's (2)2X6's (2)2X8'5 KNOCK OUT ATTACH CROSS BRACING 2X ULT-uP &TSDEE3 H W1 4-126NAILS 3 O.C. B ��L=�MN ��A�L�� G-� AR IN (2) 1276 NAILS EA. NG REFER TO -1/1�" OSB. SHEATHING 11/2 "=1 -0" D3 EHRU BO TOM CNE) OF I HORD DETAIL A/D3 2X4 VERT. � 24" OZ, BOTTOM CHORD OF TRUSS (4) lOd NAILS EA. FOR FLASHING 2X8 PLATE -2 BLOCKING TO PLATE REGI 2XC2 P.T. 5OLE PLATE �. L L 2X8 CRIPPLES D3 106 NAfLS :',ia '/2`0 ANCHOR BOLT llJ/ 2" s e 4" O.C. W,45HER oe 32" O.C. `----2X4: BLOCKING � 24 O.C. 0 (2) 2X(o HDR. -UP TO (o'(o �- _` :` DNC. FILLED LINTEL BLK. -0 (2) 2X8 HDR.. -FROM 6'7 TO 10' 2X8 P.T. SOLE PLATE '—C z P. W/l�" O5B. SHEATHING �J/ 1 ' i�EBAR �. 45 EA. SIDE —GONG. BLOCK WALL' 41 2X8 VERT. Q 24" O.G. -2 A L E ENE) s 2X8'5 24" O.C. '`_`--- (4) 10d TOE NAILED 3 , 0 FLAT BOTTOM GABLE END Q (L 2X8 SOLE PLT. %"= =r =`, ° 1i 2X8 P.T. 5OLE PLATE ROOF DECKING 0 I 2X4 LOCKOUT e 24 O.C, u 73 Ti, i i a ' TYPICAL OVERHANG 2X4 BRACING 'a 24" O.C. 3 2X8 FULL- i i ° C 12 1�'IAX.) lOd NAILS �.11 O.C. c. LENGTH STUDS �IL_____ _,1� G-5(S;74E3LE ENS 0 • — a A x E 2X8 HEADER ----- p3 STUDS --------==i====--=__=__,, f=RE ENG. DJD. 5C; 1660 0 p I I I ° DOUBLE DOOR SINGLE DOOR WINDOW 1/2 "� ANCHORe BOTTOM CHORh OF TRU55 — )SSSS 24° C� C 2 10 BOLTS LU/ 2 � I I a G-2 �� FOR MULTIPLE WINDOW5 AND , I , 2X8 PLATE 12 MAX. WA6I-1ER e 32" O:C. I , p3 DIAD AMING ODORS USE 2 TAPCONS PER 2X8 CRIPPLES 's 48" ST F (4) L 2X4 X -BRACING MING SPAC AILED Q) I.UINDOUJ AT THE HEAD AND. � (2) 2XG HDR. -UP TO �'� � 8' O.G. TO TAPCONS AT THE JAMB_ BLOCKING 4 5HEATHINC (2) 2X8 HDR. -FROM (o' -f TD 10' 3RD, TRU55 IN TO TOP OF BOTTOM RD BUCK ATTACHMENT DATA GLASS OPENING 5ET HDR. BEHIND TRU55 CHORD IF NECCE55AR1' 51J0<5 SHALL BE lx4 OR 2x8 FT AT I.UIND,OW5 OR 2x8 PT AT B G;45L E ENE)—ATTACHST1I8 � EA. 511 - (2) 106 e ENDDOORS IN PINE OR SPRUCE. AT WINDOWe ATTACH BUCK5 TO OF BLOCKING GROSS BRACINIt G BLOCMD K WITH COMMON T-NAfL5 ANPLACEMENT SIMR ILATO W1 4-12dNAfLS 3" O.C. Q) 2X8 5 � 24 O.C. I , , � , 2X4 BLOCKING- PARALLEL TAPCON5 SHOWN. AT DOOfi�S OR FIN LUINIDDUJS IN BLOCK ENTERLINE OF RIDGE LINE ADDITIONAL 2x4 BLOCKING 2X8 SOLE PLT. 1 �," ��1 I 0 ATTACH BUCKS w/ 2 T -NAILS TOP AND BOTTOM AND 8 O.G. ' I I I UJ/ EACH 2X8 VERT. l.U/ 2-126 NAILS EA. 511E •,. •:•• °' a. I I •• .°•.a .. L STAGGERED IN THE FIELD. 2X8 FULL- •� I L ----------- _ - _ I 2X8 BLOCKING BETWEEN LENGTH STUDS REFER TO EACH 2X8 VERT. USE MIN, 21%4" T -NAILS w/ Ix BUCK. U5E MIN. 1/4" x 3" TAPCONS _ _ -• a• _ �- DETAIL A/D3 10d NAILS e 12" O.C. w/ 2x BUCK. 5TART ALL END TAPCON5 UJITHIN �" OF PRE -ENGINEER ROOF2X8 HEADER 1� �•�'-_•_ --- -- FOR FLA5HING`D AX UM. I TRU55 TOCHORD5TUD6 , I , REQ i/1� OSB. SHEATNINCa CORNER5 AND 30ON CENTEfR M IM R P 2X8 VERT. 24 D:C. (� NOTE ,oL Asi�O` •• -- M (4) 106 TOE NAILED W,45HER 's 32" O.C. IN CA5E5 OF BLOCK OPENINGS LARGER THAN DOOR FRAMING: 106 NAILS A 2X8 P.T. 50LE PLATE ATTACH ADDITIONAL 2X FRAMING TO THE: BLOCK WALL U61NG �� TAIL= e 4" D.C. � 1/4" x 4 TAPCON5 AT 3" FROM END AND 112" O.G. IN GLA56 OPENING ---GONG. FILLED LINTEL 5LK. THE CENTER. ATTACH TOP FRAMING TO HEADED: U51Nr-z 1/4" X 13%."2 IDETAIL D3 N.T.S. 3LOGKINC SHEA HINC G-2 N W/ I S REBAR TAPCONS UJ/ (1) � Fi�'OM END TO END AND 12 O.C, IN THE.. D3 N.T.S: 3 GONG: BLOCK WALLCENTER:. 6C156OR GABLE END C q; nr_e Q) F= 12-0 � m E w ,0 0 o.. x II 4 0 3 � c 0 4j G 0 0 II II C u o 0 C C F CE= � C C � c 6 a D,4TE U 5CAL D RAL to 30 11-811 (3)#5 RE5AR5 D4 RECE55 15 X1,2 FOR OUT-SUJG, D RS, ON Y b- 31 (3)15 REBARS 9 RECE55 FOR _w 32 I 11 _811 C3)15 R'E5AR5 EXP. JOINT 5x5x-I" L-FLA5HING UJ/ 2" OVERLAP AT EA, PIECE LEXT. WALL yypP 5X5XI2" L -FLASHING FIRS? PIECE ONLY ROOF STEF p�T�IL N.T.5. SEE DETAIL A/D2 2X4 LOOKOUT e 24" O.G. (2) 2X HEADER FOR ROOF TYPE, �' - -TYPICAL OVERHANG (2X12) 5PAN ro' TO 12' DECK TYPE, ALUM. WINDOW (REFER TO C 12" MAX.) FLOOR PLAN $ ELEV. FOR F,45CIA TYPE AND L AS w MAfR5LE 5TOOL . R-11 IN5UL. OVERHANGP: 2X4 5TUD5 e i(o" O.C. r• LL 1pt 2X4 BOT, PLT. W/ Af. (2) 126 NAILS e 12" O.C. CONSTRUCTION WOOD BASE w u� ATTACH CRO55 BRAG f NGS MAX. PLACED PERP, TO CLG, UJ/ 4-126NAIL5 3" O.G. Q 7/1(0" 055. 5HEATHINC w (n PRE ENCS, GABLE END TRU55 U) 2X4 X -BRACING 6 8'-0" O.C. TO 2x4 DBL. �a 3RD. TRUS IN ro L 0 TOP PLATE (2) 106 e END OF BLOCKING — p) 5T18e32"O.G. Q � w 106 NAIL5 'a 4" O.C. � N ror-a) DBL, 2X4 TOP PLATE j 0 Q 2X4 BALLOON FRAMING Q w no Aa 16 " O.C. �a ALT, TfRL�55 3/411- .11-011 PREMANUFACTURED INSULATION BAFFLE BETWEEN EA. TRUSS 1-410 i EA. TRU55 DETAIL 4/D2 ROOF TYPE, _ ' TYPE, FASG I A TYPE AND ---� cn�• - -•, OVERHANG }- CONSTRUCTION N I I - � I I (3 )#5z 5P4,(o OR 8 32 "O.C. STUD TO • RE BARS wTOP PLATE 0 W ` I I I (3)15 9D, 11 _ Q11 (3)15 KEBABS } `` - - - RE BARS w __ — 3-1 13 TIE BARS D4 1'-8" 4" 1211 O.C. 5TRUCTURAL SHEATHING ATTACHED PER NAILING 0 4 2 RECE55 5LA8 SCHEDULE 5EE DETAIL 1/D5 N FOR DOOR X \� 86 NAIL5 3" O.C. WALL 5HEATH. m TO EACH VERT. WEB -q --- ro CIL ILL Y- • I �- 2X4 BLOCKING 'a EA. QI I cv HURRICANE STRAP II 3� 24 R )EBARS ``� GABLE END FLOOR TRU55 LJ/ HETA1(o W1 (10) 106 X 11 Y" 3 11 RECE55 IS (3)15 NAILS e 32 O.C. !4 Il 1� „ FOR OUT-SLJG. i I i REDARS X REFER TO DETAIL 4/D3 FOR ---* 2 DRS. ONLY } �•- - _ ' _ _ FLA5HINC REQ. - - - - REBARS w " TIE BARS 2X4 BOT. PLT. UJ/ (2) 3 4 1TI O.C. 126 NAIL5 e 12" O.0 811 86 NAILS 3" O.G. WALL 1PRE-ENG. F.F. - - SHEATH. TO EACH TRU55 II (3)15 RE5AR5 VARIES FLOOR TRUSS 1 - S 4 ._— ----, 3-1 = 2X CONT. RIBBON , TOP $ BOTTOM W/ w UL I,--- --- d (2) 106 NAILS TO EA. TRU5� FOR DOOR' 51MPSON HETA1(o W/ � Nx pzC 0 iI (10) )OldX 1 1/2" NAILS 07— ? W; I ; EACH TRUSS cri � RE54R5 Zw REFER TO C7ETAIL • `' ; ; (3)15 x A/D3 FOR — `} L•- - - ' - - KEBABS MAJFLASHING RGQ. (3)#5 RE BARS 11_811 411 39 1*3 TIE 5AR5 ALT, J015T D f o 38 1 S 4 12 O.C. GRADE ct� D4 D4 — BOTTOM OF all FTG 12" M I N 5EL0W GRADE — — (TYP) / z LU � y • • • N N } - (3) 15 To 11 (3)5 REBARS lw2 3J 1 -8 # 42 1,'811 R'EBARS UJ A L L. 3/4 1_011 D4 D4 -ROOF DECKING -2X4 BRACING 0 24" O.C. -106 NAIL5 e 4" O.G. PREMANUFACTURED INSULATION PRE ENG. WD. 5 1550 BAFFLE BETWEEN EA. TRUSS --\ TRU55E5 'a 24" 0 H10 'a EA. TRU55 )106eE X4 HRA FRAM INC O.0 FIRST FOUR (4) AM SP 5- NAILED To--T—of= OTT CHORD ----------- 5EE ------ -- 5EE DETAIL A/D2 FOR ROOF TYPE, DECK TYPE, ' FASCIA TYPE AND I ` OVERN,4NG ' -(2) 10d EA. BOTTOM ' CONSTRUCTION � CHORD ' -1/2" SAG RE515TANT --------- OR 5811 GYP. BOARD PLACED PERP. TO CLG. PRAM INC ATTACH CR055 BRACING W1 4 -12 6NA (L S 311 O.C. -1,2 GYP. BD, SP1 -44 E. STUD INSULATION SEE FLOOR PLAN FOR TYPE 1/2 " 5,4G RE515TANT OR 5/8'' GYP. BOARD PLACED PERP. TO CLC. w FRAMING � cd� ---1(o" PRE -ENC. FLOOR, TRU55.5YSTEM 1/2 " 5AG RE515TANT OR 5/511 GYP. BOARD PLACED PERP. TO GLC. FRAM ING 8X8 CONC, LINTEL BLOCK REINFORCED W/GONG. 4 (1) 15 REBAR CONTINUOUS 1 15-P DOWEL e SPECIFIED LOCATIONS (5EE FOUNDATION ELAN) ALT. MONOLITHIC FOOTING e t= C; T � 01; N 1/6" TEXTURED CEMENT FIN 151-1 OVER METAL LATH OVER 7/1(oll OSB, SHEATHING 4 WEATHER RE515TANT MEMBRANE HOUSE WRAP OR HORIZ, LAP SIDING OVER -I/fro" 055. SHEATHING NAILING- PERIMETER- (o" O.C. INTERIOR- 1211 O.C. UNLESS NOTED OTHERW15E 1/2 "cP ANCHOR BOLT UJ/ 211 LASHER 24" O.C. 2X4 P.T. SOLE PLATE Sd NAILS a 6" O.C. REFER TO DETAIL A/D3 FOR FLASHING REQ. 8X8 CONC. LINTEL BLOCK- 5EE FLOOR PLAN FOR RE INFORCEMENT 30" MIN LA 3/5" TEXTURED CEMENT - W,45H ON ALL CONCRETE BLOCK APDL ICATION SXSXI�o CONC. 5LOCK WALL PRE -ENG. WD.TRU55ES 11 S 24" O.C. _ U (2) 2X HEADER O (2X8) 5PAN UP TO (o' N (2X12) 5PAN ro' TO 12' } ALUM. WINDOW (REFER TO FLOOR PLAN $ ELEV. FOR !.0 DE5IGNATIONS) w MAfR5LE 5TOOL . R-11 IN5UL. (- 2X4 5TUD5 e i(o" O.C. r• LL 1pt 2X4 BOT, PLT. W/ 0 (2) 126 NAILS e 12" O.C. w WOOD BASE w u� FINISH FLOOR ---1(o" PRE -ENC. FLOOR, TRU55.5YSTEM 1/2 " 5AG RE515TANT OR 5/511 GYP. BOARD PLACED PERP. TO GLC. FRAM ING 8X8 CONC, LINTEL BLOCK REINFORCED W/GONG. 4 (1) 15 REBAR CONTINUOUS 1 15-P DOWEL e SPECIFIED LOCATIONS (5EE FOUNDATION ELAN) ALT. MONOLITHIC FOOTING e t= C; T � 01; N 1/6" TEXTURED CEMENT FIN 151-1 OVER METAL LATH OVER 7/1(oll OSB, SHEATHING 4 WEATHER RE515TANT MEMBRANE HOUSE WRAP OR HORIZ, LAP SIDING OVER -I/fro" 055. SHEATHING NAILING- PERIMETER- (o" O.C. INTERIOR- 1211 O.C. UNLESS NOTED OTHERW15E 1/2 "cP ANCHOR BOLT UJ/ 211 LASHER 24" O.C. 2X4 P.T. SOLE PLATE Sd NAILS a 6" O.C. REFER TO DETAIL A/D3 FOR FLASHING REQ. 8X8 CONC. LINTEL BLOCK- 5EE FLOOR PLAN FOR RE INFORCEMENT 30" MIN LA 3/5" TEXTURED CEMENT - W,45H ON ALL CONCRETE BLOCK APDL ICATION SXSXI�o CONC. 5LOCK WALL PRE -ENG. WD.TRU55ES 11 S 24" O.C. _ U 00-,a8-13 Q � N IN5ULATION icL SEE FLOOR PLAN Q) . � , FOR TYPE r• LL 1pt � I 1�2 " 5AG RE515TANT' w 0 OR 51811 GYP. BOARD PLACED PERP, TO CLG, Q FRAMING w (n U) Q 2x4 DBL. �a w ro L 0 TOP PLATE p) Q � w no � N ror-a) Q j 0 Q Q w no z �a p Q ul 2x4 BLOCKING "- EQUALLY SPACED --2x4 BLOCKING 2411 O.C. ® lb uj 1/ II CSI P. BD, 2 c 2X4 � 11C� 11 O.C. 2X4 24" O.C. 0 -- R-11 BATT IN5ULATION Q) 5PH4 EA. 2X4 VERT. LLI o® Q)Q) 1/2 II GYP. BD. ON 1 "X2 " -C 0-0 P.T. FURRING W/R-3 RIGID INSULATION Q) w.0 z 3 �. 1- � - 1 15� REBAR IN w 0 FILLED CELL- w F Q) 5EE FOUNDATION 0 PLAN FOR z 0 0 LOCATION' ® ® 00 Q- WOOD 5A5E ww FINf5H FLOOR 0 s 0� GRADE eo BOTTOM OF --�-- 1 #5� DOUJEL � 5F'EGIFIED � REV1SONS Q� c(� � N � S BY 00-,a8-13 STC; N w icL 8 N . � , o- OC '0 N r• LL 1pt <wtwo) iE w 0 Q � w (n U) Q o �a w ro L 0 r - Q � w no ro L n ror-a) Q j 0 Q Q w no FTG 12" MIN _ i LOCATIONS c�io 1>>4T3= 10-01-05 BELOW' (5EE FOUNDATION PLAN) v GRADE SC4LE AS NOT>=D L_ _ (TYP) ALT. MONOLITHIC FOOTING � DRAWN i"iN1' J05 �r F, SHEET UJ SECT�ON D4 O OF SHEETS NOTE: 1/2" PL't WOOD OR 7/1(o' 0.6.5. TO BE USED AS UPLfFT RESISTANCE NO OTHER FASTENERS REa'D. EXCEPT AS NOTED ON PLANS IN TWO STOR'1' FRAME 4i=PLICATIONS, SHEATHING SHALL EXTEND MIN. P-01' W10 BREAK ABv, 2nd FLOOR BOTTOM PLT. TO T.O.M. NAILING 5C�E��LEI' 2 )ROW6 a 3" O.C. AT TOP AND (1)ROW AT BOTTOM OF WALL, (o" O.G. ALL OTHER EDSE5 AND 12" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. D5L. TOP PLT. BEYOND NAILING PATTERN z PER NAILING SCHEDULE. WALL SHEATHING 5f=LICE-77 • • • r • • • • • • • • • • • « • r • • • • • • « • « • « r • V* • • • • • • • FLOOR S�I'STEM BE`�' OND • • • • • .. .. Q .. CMU WALL • 50T. PT. PLT. BEYOND • • • • • CMU WALL �4ATS 41NG ELE\/. A BALLOON FIRAMING N.T.S. DBL. TOP PLT. BET OND NAILING PATTERN PER NAILING SCHEDULE. WALL SHEATHING SPLICE cv OSHEATHING; ELEV. 2-STORi FRAMING; N.rs. "I/16" OSB STUD JOIN? GYPSUM UJALL50AF2D 2X4 BLOGKINCs PLACED FLATUJISE (2) 1(od NAILS NAILING PER EACH END SCHEDULE OSNE,4TNING BLOCKING G /o-)N0fzIZ0NT,4L JOINTS N.Ts 5�4EATI�1NC--;p UPLIFT DETAIL,5_ GA O 1,3 49, INSTALLATION NOTES: 1. THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS PLUMB AND SQUARE. KEEP HEAD ANS SILL LEVEL AND SQUARE. MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. 2. CONSTANTLY CHECK WIDTH AT MEETING RAILS (i.e. DOUBLE HUNGS) TO AVOID "BOWED OUT" INSTALLATION. 3. APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTO OPENING. 4. PLACE 1/4" SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS. CENTER THE WINDOW IN THE OPENING ALLOWING A 1/4" GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. 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 WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM OF 1". KEEP WINDOW LOCKED UNITL ALL SIDES ARE SECURED. 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. & INSULATE AROUND PERIMETER WITH BATT TYPE INSUALTION. DO NOT USE EXPANDABLE FOAM. THE USE OF EXPANDABLE FOAM WILL VOID WARRANTY. 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, ALLOW 1/4" GAP AT SILL BETWEEN STRUCTURE AND WINDOW. THEN, CAULK THIS GAP. 10. CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J -CHANNEL (OR BRICK OR OTHER EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). FLASHING SEQUENCING: 1. APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING. 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. 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 J Eli WIN�:)OUJ FLA5�41N(S;_GET41L,_ F,) yrs CABINET MATCH C 15"X18" C, I" METAL OF METAI METAL L, CHUTE 3/4 " PL T W'. I" FLANGE UJD. TRIM r,-� LAUNEDi' C�4UfiE DETAIL 5 I/21t= I' -m' CIIXI-TJ I"= I' -D" (22"X34") Q� REVIISIONS BY � QD ® ® 04-13-12 RDC S) Q) cm 0m ® F0 Q) 0 W Q Q9 :C Co FD co 0-zcc 004 �Q) Q) L C O W �0 D�1 Z ) of 0 0 Q) T 0 3-1�-- no - Q) C n Qi L� no ) i Q �E no <z Q w� Q1 T5 �nn �� V) cjDATE 10-01-05 � U 0 SCALE AS NOTED DRAUJN D555 0 N J05 SWEET O D5 O OF SHEETS • FLOOR S�I'STEM BE`�' OND • • • • • CMU WALL OSHEATHING; ELEV. 2-STORi FRAMING; N.rs. "I/16" OSB STUD JOIN? GYPSUM UJALL50AF2D 2X4 BLOGKINCs PLACED FLATUJISE (2) 1(od NAILS NAILING PER EACH END SCHEDULE OSNE,4TNING BLOCKING G /o-)N0fzIZ0NT,4L JOINTS N.Ts 5�4EATI�1NC--;p UPLIFT DETAIL,5_ GA O 1,3 49, INSTALLATION NOTES: 1. THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS PLUMB AND SQUARE. KEEP HEAD ANS SILL LEVEL AND SQUARE. MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. 2. CONSTANTLY CHECK WIDTH AT MEETING RAILS (i.e. DOUBLE HUNGS) TO AVOID "BOWED OUT" INSTALLATION. 3. APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTO OPENING. 4. PLACE 1/4" SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS. CENTER THE WINDOW IN THE OPENING ALLOWING A 1/4" GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. 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 WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM OF 1". KEEP WINDOW LOCKED UNITL ALL SIDES ARE SECURED. 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. & INSULATE AROUND PERIMETER WITH BATT TYPE INSUALTION. DO NOT USE EXPANDABLE FOAM. THE USE OF EXPANDABLE FOAM WILL VOID WARRANTY. 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, ALLOW 1/4" GAP AT SILL BETWEEN STRUCTURE AND WINDOW. THEN, CAULK THIS GAP. 10. CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J -CHANNEL (OR BRICK OR OTHER EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). FLASHING SEQUENCING: 1. APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING. 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. 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 J Eli WIN�:)OUJ FLA5�41N(S;_GET41L,_ F,) yrs CABINET MATCH C 15"X18" C, I" METAL OF METAI METAL L, CHUTE 3/4 " PL T W'. I" FLANGE UJD. TRIM r,-� LAUNEDi' C�4UfiE DETAIL 5 I/21t= I' -m' CIIXI-TJ I"= I' -D" (22"X34") Q� REVIISIONS BY � QD ® ® 04-13-12 RDC S) Q) cm 0m ® F0 Q) 0 W Q Q9 :C Co FD co 0-zcc 004 �Q) Q) L C O W �0 D�1 Z ) of 0 0 Q) T 0 3-1�-- no - Q) C n Qi L� no ) i Q �E no <z Q w� Q1 T5 �nn �� V) cjDATE 10-01-05 � U 0 SCALE AS NOTED DRAUJN D555 0 N J05 SWEET O D5 O OF SHEETS