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HomeMy WebLinkAbout36018 Shady Bluff Lp Lot 190 36018 Shady Bluff Loop Plan Review Comments — Single Family Residences 1. F.F.E. shall be a minimum 8" above road elevation or to the engineered site plan. 2. Tie-in survey required before pre -slab inspection to show elevation. 3. Compaction test required if 24" of fill is brought in at any one place. 4. All setbacks shall be met. 5. All property markers to be exposed before first inspection. 6. All appliances shall be protected from car impact in garage. 7. Return air in all bedrooms. F.B.C. M1620.4 8. Ground mounted A/C units shall be anchored per F.B.C. M1307.3.1 9. Lot shall be graded as to comply with 401.3 of the F.B.C. 10. Drainage Plan Requirements must be made: Ordinance #974-07 Section 6. 11. Smoke alarms to be installed per code 313.1 of the F.B.C. 12. All glazing requirements to be met per code 308.4 of the F.B.C. 13. All means of egress are to be per code 311 of the F.B.C. 14. R.O.W. use permit required for all driveways and all driveways to include expansion materials. 15. All water heaters shall have a thermal expansion control device installed per F.B.0 plumbing 607.3 16. Combination -type AFCI breaker are required at all locations requiring an AFCI. F.F.E. — Finished Floor Elevation F.B.C. — Florida Building Code R.O.W. - Right Of Way • l ISSUE HISTORY NO. DATE VER DRBYRJ DE5CRIPTION- APPVD 10/03105 4.0 12004 FRC UPDATE Mc z I I / 15A76 5.0 TW CREATED VERSION 5.0 - SEE PLAN5 DATABASE 5N s I I/15/06 5.0-W TW CREATED VER51ON 5.0-W FROM VER51ON 5.0 5N 02115,07 5.1-W TW EXP C UPDATE, ENGINEERING UPDATE - 5EE DATABA5E 5N s 09/0G/07 .2-6. I W MVRW MERGED 5EVWFIET5TONE PLAN5 / 05" CODE UPDATE 5N 6 10/01/07 .I-GAW TW G.1 PLAN UPDATE5 5N indward Homes 5439 Beaumont Center Blvd. Suite 1050 Tampa, Florida 33634 (813) 885-7744 'THE SANDRIFT IV' ELEVATION 'C' 4-BEDROOM / 2-BATHS / 2-CAR GARAGE PLAN # f0616 WHETSTONE ENGINEERING &TESTING, INC. 2004 53rd Avenue East Bradenton, Florida 34203 Phone: (941) 727-1138 N 20 1-11 ✓moo i �� s' P �di %ni r� GAF p�f sN/.dfs� cof ��rm �OsT'3 L . I NN 0 c�DL. c�D a1LLS DRAWING INDEX 5HEET NO. DRAWING TITLE COVER AND INDEX Ala PLUMGING PLAN A I . I a FOUNDATION PLAN Ala FLOOR PLAN A2. I a STRUCTURAL FLOOR PLAN A3c FRONT ELEVATION SIDE 4 REAR EL.EVATION5 INTERIOR ELEVATIONS BUILDING 5ECTION 4 DETAILSELECTRICAL M PLAN FLOORING PLAN MECHANICAL PLAN 5 STRUCTURAL DETAIL SHEETS D DOOR IN5TALLATION 5HEET5 W WINDOW IN5TALLATION 5HEET5 R ROOF SHINGLE APPLICATIONS IN INSTALLATION SHEETS P PRODUCT APPROVALCODE5 AREA TABULATION TABLE (IN SQ. FT.) UVING AREA COVERED ENTRY GARAGE LANAI TOTAL AREA UNDER ROOF 1977 28 501 115 2G21 PLAN NO. f0616 VERSION NO. 6.1-6.1w DATE: 10/01 /07 ISSUE HISTORY NO. DATE VER DFWN DE5CRIPTION' APPVD I0/03105 4.0 2004 FRC UPDATE MC z I / 15/OG 5.0 TW CREATED VER51ON 5.0 - 5EE PLANS DATABA5E 5N 3 I I/ 15/OG 5.0-W TW CREATED VER51ON 5.0-W FROM VER51ON 5.0 5N 02/ 15/0 5.1 -W TW EXP C UPDATE, ENGINEERING UPDATE - 5EE DATABA5E 5N s 09/DG107 5.2-6.1 W MV/rW MERGED 5EIAN1ET5T0NE PLAN5 / 05" CODE UPDATE 5N c I O/OI/07 . I -G. I TW G.1 PLAN UPDATE5 5N TrtE RVEY5FOUNDATIONBEONTHE5NA1�THE WLDEDA�A� PLUMBING PLAN Tt1E SURVEY SNNl BE ON THE SRE FOR THE BURRING INSPELTORs U5E. OR, ALL PROPEKIY MARKERS SHALL BE D"05ED AND A 5TRING 5TRETOIED FROM MARKER TO MARKER TO VERIFY RfGUIKEV 5ETBAGa. 5CALE:24x36: 1/4'=P-0" I Ix17: 1/8"=1'-0' Mom 511 V'CE MG. 5EE 5P DETK'55 ❑ CnF OPr z �n��igh RARE 9 V U N a m N a m cn L �w z 'Q VJ ;Q F iu 8 L w U Q n LL w H Z_ [0 RO 3 0 m RO o 0 co r- z O z O w Z W Q � a > o a SHEET NO. Ala FOUNDATIONP LAN ' B' CHECK OPTIONT PP f5 IF FOUNDATIONPLAN 'C' i CHECK TH15BOX IF f�e'OPIIION APPUE5 ISSUE HISTORY NO. DATE VER DPWN DE5CRIPTION' AI'PVD I 10/03/05 4.0 2004 FRC UPDATE MC z 1 1/15/OG 5.0 TW CREATED VER510N 5.0 - 5EE PLANS DATABA5E 5N 3 I I/15/OG 5.0-W TW CREATED VER5ION 5.0-W FRDM VER510N 5.0 5N 02/I 5/07 5. 1-W TW EX? C UPDATE, ENGINEERING UPDATE - 5EE DATABA5E 5N 09/OG/07 .2-G.I W MV/TW MERGED 5EIAAMET5TONE PLANS / 05" CODE UPDATE 5N c IOVO 1/07 6.1-G.I W1 TW G.I PLAN UPDATE5 5N 164r 28 -4' 1'r4r 6'-0' 5'-10' 3'-10' 6'4' 68�'������ `� DEEP B A CONC / (3) 15 52 CONCFTG x 52 EACH WAY J - 5 u _____________------ —____:fit_ — , 52 I _ I I1 1�1 ' 1 ' .611 0 ■ 1 -------------------- - i� C I °P ' ' D �` N I ■ 1 52 ii, 3.10 L __ ___4 DEEP5'-T I ITCE5 ■ 1 , SHOWER � ' THICKENED 1 SLAB +/ (j) ♦5 1 � 1 ' 1 i ■ I ' ■ SLAB REQUIREMENTS i ' 3-1 /2' 2500 P51 CONC. SLAB Y# i i FIBERIAE511, OVER G MIL V50UEEN' ' I VAPOR BARRIERR t TREATED POP ■ ' 1 TERMITES I , --- � J 1 I ■ �~ INDICATE5 WINDOW I LOCATION (TYPICAL_) I i �,I III ii ili j ■ 1 A ' 1 ■' i i I I I i i i i C 52 52 OPTIONA! � A I I i i ❑ OFIF 1 OFT. i 1 52 I 1 I ■ i �___________________���� -------- --- -- . -----� I ■ �I IJ ___________I 1� 5 ill ' ti i20'-0' r--------1D-- --------- J 1 ' ' ■ l i l i i i I I I I i I I K, APF ' � ■ C j I N I I' DEEP CONTROL JOINT ■ � 52 I ' SAWCUT NITHIN ! 2 HRS � ' I I I I OF CONCRETE PUICEMENT 1 ' 1 T-W 6'-4' i i 4 i i •• •• i i i I p 52 i 1 � iF � I i 6'-11' X-5r �" 1 ■ -r- ------- - o �__ ' 0 , 52N 1 G' CONC FTG 4 ■ ■ ■ __ ___ _________________ 4 ■ ■ • _—_____ ------------ ______J ■ ■ ■ (2)t5 REBAR EACH WAY q' B 10'$' 3'-0' S2 4'1' 16'-0' 4'-4' 13'$' S'-0' 24'�' 44'-0 FOUNDATION PLAN 'A' REINFORCEMENT LEGEND ■ INDICATE5 (1) t5 REBAR NOTE: A FOUNDATION 5URVEY SHALL BE PERFORMED AND A COPY OF IN CONCRETE FILLED CELL THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING IN5PECTOR5 CONTINUOI5 FPDM POCTING U5E. OP, ALL PROPERTY MARKEP5 SHALL BE D(PPOSEO AND A TO KNOCK-0UT LKIEL (T)y STRING 5TRETCHED FROM MARKER TO MARKER TO VERIFY REOUIRE SETBACKS. OPTIONAL VICE DOOR PKG. SEE 5H O51 FOR DETAIL5. ❑_ 11 ENGINEER 2004 53rd AVE E 3R CERTIFICATE OF A JAN FOUNDATI( 5CALE:24x3G: 1/4'=1'-0' 1Ix17: IV=1'-0' VN G, INC.34203 # 9298 008 PE# 64003 U m "a m A� W 0 Fw� ILL L2 Z Z N � g 3 vJ``Q^ ; _ - z g Oil ,� t© S a z O Q 0 z 0 LL (O � O O Z O Z p w z ° F it z a_> o a SHEET NO. Al. 1a1 OPTIONAL FORMAL LIVING) DINING ROOM. 5EE SHEET 051 FOR DETA15. ❑CHECK IF THL5 OPT. AFPLIE5. W LMNG/ SHEET.155. WALL NICHE DINING ROOM PLANT 5MELF IF CLG. @ VOL @ 8'-4' A.F.F. BEDROOM I D-0'o-8. CLG. @ VOL � W EGRESS I �— 2-25 5H MD. HT. @ ca. FOYI CLG. @ FLOOR PLAN - '6' 3OG8 W (I)-Ir5.L ENTRY = CLG. @ I I'O N ^� WALL NICrE DINING ROOM 12'-6x 10 5' PLANT SHELF IF CLG. @ VOL. @ 8'4-A.F.F. BEDROOM to -ow-' CLG. @ VOL. / EGRESS 355M ■ MD. HT. @ 6-0' FOY CLG. @ FLOOR PLAN - 'C' ISSUE HISTORY NO. DATE VER DBWN DE5CRIPTION' APPVD 10/03/05 4.0 2004 FKC UPDATE MC 11/15/OG 5.0 TW CREATED VER51ON 5.0 - 5EE PLAN5 DATABA5E 5N 11/1 SAJ6 5.0-W TW CREATED VER51ON 5.0-W FROM VER5RJN 5.0 5N 1*2 02/15/07 5.1-W TW UP C UPDATE, ENGINEERING UPDATE - 5EE DATABA5E 5N 09/06/07 5.2-6. I W MV/TW MERGED 5EVWHET5TONE PLAN5 / 05" CODE UPDATE 5N 10/01/07 G.I-G.1 W1 TW G.1 PLAN UPDATE5 5N ElCHECK THIS BOX IF OPTION APPLIES 306E W II)-: 25.L F ENTRY CLG. @ 1 1'O VHECK THIS BOX IF PTION APPUES LANAI 15'-0xT4' § C.G. @ B'-0' I DOGD SGD \ \ G 3:12 VAULT 'y! fi 1 PLANT 5HEIF \ @ 8'4'A.F.F. FAMILY ROOM IT-0xIBO CLG. @ VOL \ MEDIA C N GIE MEDIAN � SfE SH I 6. WALL DETNLS. _ \`� IF mLs APPIJES. BOT. OF HDK @ — G' KNEEWI @ 4a CAFE �-® 1r SERBARW0.1 @ WALL T4' A.F.F. TO CEIUWALL TO WALL @CEILING B'4'A.F WALL NICHE DF'TIONAL FORMAL LIVING? DINING ROOM DINING ROOM, 5EE SHEET I r{x 10-0' PLANT SHELF 051 FOR DETAIL5. CLG. @ VOL. @ 8'4' A.F.F. IF ml5 m OCYECK OPT. APPUE5. SHADED AREA INDICATES PLANT SHFJf BEDROOM 4 I(Y-O '-0' CLG. @ VOL. se, 3 EGRE55 — 2-25 5n Mo. W. @ a4' FOY CLG. @ 25 5" HD. MT. @ C4 EGRE55 MASTER SUITE 16'Ozl3'O — CLG. @ VOL. OPTIONAL DO T BOOM 3. 5EE 5MEET OS DCTa15. 5 OFT. APPl1F5. 24GE 1 SHELF rm MASTER BATH CLG. @ VOL., l /I 6 3: 1 2 VAULT BEDROOM 3 13'4'x I0O CLG. @ VOL. " I CLG. @ 6-9 WALL TO CEILING C3® `u LI // 8' WA1 KITCHEN ; -I C i BEDROOM 2 t CLG. @ VOL. I a C . @ 69 , 34'x 1 ,'O . A M I CLG. @ 8'-O a■ N t 6' WALL I DRYER VENT HAWCN BOX RANGE 36 @ �1 �Cr 1 Y 'A.F.F. 306E eF 2-,D.PLANT OPTONA LAU . TUB SHELF @ 8'-4- A.F.`. I CHECK IF � OPT. APP i I 1 I I S4 w22__, I I 1 LE0.1yGAEf�5� I— AMA) 5U5PENDED TRAY IN GARAGE CEILNG 2-CAR GARAGE 23'4x20-0' RECESSED CLG. @ 8'O ■ CEILING 306E W TI}12'S.L 5EE 5HEET A3 FOR NG ENTRY FRAMIDETaLS ENTRY = AND ISOMETR C5 CLG. @ 11'O ' PROVIDE 2' REVEAL FOR BA5E OF COLUMN FLOOR PLAN -'A' NOTE: ALL PLUMBING, E-ECTRICAL AND MECHANICAL ROUGM-IN5 MU5T BE COMPLETE, IN5PECTED AND APPROVED BEFORE RECRIE5TING THE FRAMING IN5PECTON. ' 6'.7OVERHEAD G' KNEEWALL @ 42- A.F.F. Wr TEMP. GLA55 5V.CWER ENCLO51JRE ABOVE 'vim OPTIONAL VICE DOOR PKG. SEE 5 051 F — — —1 DETaL5. 1 ❑ CHE I I 15 I WHETSTONE ENGIN"EE TES ;AG. INC. 2004 53rd AVE E NT FL 34203 CERTIFICATE 0 QATION # 9298 2008 FLOOR FSLARN B RGER pi 64003.7 5CALE: 24x36: 1 /4"= 1'-0' 1 1 x 1 7: 1 /8"= 1'-0' C9 U Na ca N a ca G� o L S2 ui 2 P-4 � rl �I© S a Z a It O O J LL m 3 r- O O CO �-- Z O z O W Z w a E a > o a SHEET NO. A2a CASTLRETE UNTE15 OR EGUNAIENT USE 3000 Ps FINE GROUT (3W AGGREGATE ,: ... BLOCK. GRaITING BOND : CONC.FILLED. � = OC e�E . e 5 e . , 5®e a®e a®e • U�:: CONIC. FILLED. UQ :® - - •:/Itll�. O © © O LINTEL TYPES / SECTIONS 5CALE: 24x36: I'= 1'-0' 61, STRUCTURAL FLOOR PLAN 'B'Ctif OPiIONA PUEOSX'F 14,-4. 1,4. 4.4- DINING ROOM q 0 Q W 9 BEDROOM 4 FOYER -------- 6'-8' / ■ D REO OPTIONAL FORMAL LIVING/ / DINING ROOM. SEE 511EET 051 FORDETAILS.3 p ENTRY ro L"l ❑CHECK IF TNiS oP . AJwuEs. ■ ■ 9'-0' 4'-6' 4'd' 5'-0' 44' r STRUCTURAL FLOOR PLAN 'C' ;�f CHECK TH15BOX IF . OPTION AFFUE5 ISSUE HISTORY NO. DATE VIER DPWN DF5CRIPTION' APPVD I I O/03/O5 4.0 2004 FRC UPDATE MC z 1 1/1 5/OG 5.0 TW CREATED VERSION 5.0 - SEE PLANS DATABASE 5N 3 I I/I 510G 5.0-W TW CREATED VERSION 5.0-W FROM VERSION 5.0 5N 4 02/I5/07 5.1-W TW EXP C UPDATE, ENGINEERING UPDATE - SEE DATABASE 5N s 091OQ07 .2-G. I W MV/TW MERGED 5E W41ET5TONE PLANS / 054OG CODE UPDATE 5N 6 10/0Iro7 G.I-G.I W1 TW G.I PLAN UPDATES SN INDICATES (1) #5 REEAR IN CONCRETE FILLED CELL CONTINUOUS FRCM FOOTING TO KA'OCK-OUT UNTE1 PT) INDICATES 5HFAR WALL �.... -__ SHADED AREA INDICATES PLANT SHELF W U LANAI I I I I 1 3'-10' 1 0 1 1 \ FAMILY ROOM CAFE DINING ROOM BEDROOM 4 0 .gym. MASTER O I MASTER SUITE " 1—/ E OPTIL O OM 3.I. W.I.C. 1111 \ BEDROOM 3 11110 BATH Q KITCHEN ll i III �✓1 I.C. �I BEDROOM 2 III O U V __' 4-W 1 6-4' - 13'-W — — — PKG.9EN DETAILS. __________ 10'4' I q'-4• OPTI LAUNDRY I F I I OPT. c � CI I 0 I I I Y Zr m ---------------' N 6 e 2-CAR GARAGE JENTRY SEE SHEETA3FORENTRY FRAMING DETAILS AIJD ��� s3 0 s3 a4'-0- E E 2004 53rd A%% STRUCTURAL FLOOR PLAN -'A' CERTIFICf� / I/I NOTE: ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH-IN5 MU5T DE COMPLETE, IN 5FTCTED AND APPROVED BEFORE REOUE5TING THE FRAMING INSPECTION. STRUCTURAL FLO( SCALE: 24x36: 1/4'= 1'-0' 1 1 x 1 7: 1/8'= 1'-0' DOOR MINQA TESTING, A NTON FL 342 1 HORIZATION # 9 23 2008 ON 39U PE# 64003 N ri A P. N� -N n 1 O w cTa C7 z w 0 U N a m N a m w x ILL � a Z w 2 ~ Z d 3 cs . 4 R 0 O IL 3 a J F- U F- H U) � 3 o z O O —ij w J W Q 2Z o_ > o a SHEET NO. A2.1 a J 6 t 2.4 FRAMING@ IG'O.C. - II II II II II 11 TRU55 KNEEWALL ATTACH 7/IC 0.5.B. TO BOTH II 51DE5 W/Bd NAXS Q 4' O.C. II BOUNDARIF5. G• O.C. EDGE51 I 1 I Ii AND & O.C. FIELD I I I 1� �I L_ J I 1 1 ENGINEERED 11 I I ROOF TRU55 11 I I I I 1 I I I I I ENTRY FRAMING I I I I 5EE THIS 5P,EET FOR STAR I I I I I I I I I I 2.8 FT W/ I 2-34' TAP CONS ® 8. O.C. 2.4 BLOCKING ® 24O.C. W) (3) 12d NAILS TO TRU55 I MIN. (3) 12d NAILS FROM I TOP -PLATE TO BLOCKING I I 1 1 2.8 FRAMING 0 I G' O.C. 1 I I I I I II 1 11 I 1 I 111 I I I ill II I III I I 11 1 I I 51MP'50N HTT I G I1 REFER TO C&53.1 I 1 I FOR ANCHORAGE I I 1 I I IN5TAL ATION AND { I I I SPECIFICATIONS MIN. (3) TAP CONS RETURN WALL DETAIL ENTRY DETAIL e ENTRY ELEVATIONS A3C SCALE: 24x3G:3/8' = 1'-0' 1 1 x 17: 3/ 1 G'= 1'-0' -.r I-1/2'5FAONG, I-1/2'5PACING, 10' TYPICAL TYPICAL oo= oo= (If ;D Y o04 o m 6' 6' KEY DESIGN @ ENTRY KEY DESIGN @ BEDROOM 4 SCALE: 2436: 3/4"=1'-7 5CALE: 24x36: 3/4'=1'-0' I I x 17: 3/8'=1'-0' 1 1 x 17: 3/8'= 1'-0' TOP OF SCORED ARCH OVER GARAGE OPENING _l---fiARAGE OPENING, �� I I II SCALE: 24x36: 3/4'=1'-0' I I x 17: 3/8'=1'-9 ISSUE HISTORY NO. DATE VER DRBY?J DESGRIPND TN' APPVD i 10/03/05 4.0 2004 FRC UPDATE MC 2 I I/I5/OG 5.0 TW CREATED VER5ION 5.0 - 5EE PLA145 DATABA5E 5N 3 1 1/15/06 5.0-W TW CREATED VERSION 5.0-W FROM VER51ON 5.0 5N 0211 5.1-W TW EX? C UPDATE, ENGINEERING UPDATE - 5EE DATA5A5E 5N 091OW7 .2-G. IW MV/TW MERGED 5EVWHET5TONE FLAN5 / O540G CODE UPDATE 5N c I 1/07 G.I-G.I WI TW G.I PLAN UPDATE5 5N RY BEARING 5EE XEY DE516N BEDROOM 4'. THI5 SHEET \ 8' 5MOOTH TEXTURED BAND 6' AWMINUM FAscw, TYnc�AL�\ G• 5MOOTH TEXTURED BATH. TYPICAL 7d FIN. FIR (REF.) (0-0'U FINISHED GRADE SEE THIS SHEET FOR TRANSOM FRAMING AND RETURN -WALL DETAILS. THESE ARE NOT SHOWN FOR CLARITY 51MF5 TRUSS TO KNEEWALL REVERSE ANGLE TFW55 U5F IPTA 0 24' O.C. m 2x4 LEDGER A ENGINEERED TRI)55 ENTRY ISOMETRIC e ENTRY ISOMETRIC A3G 5CALE: N.T.5. RIDGE 5EE •KE' DE51GN ® 12 ENTRY, TH155NEFT G FlBERGLA55 SHINGLES, TYPICAL G• sMoorH �I I I TEXTURED AND. bIUD 35 SH 30GB WI 2* 5.L AFF HD HT 50132' F.G. TRN50M ABV r -40.7 I0-9 Aff HD rTT L ENTRY DOOR STYLE MAY VARY SEE SELECTION FOR ACTUAL SIZE. 5EE A53 FOR EXTERIOR FINL5T1 5PEC5 CRICKET ENGINEERED TRIf 5 5IMP50N L5TA24 3'-3• ENGINEERED TRU55 (3) 2. B.U.C. 51MP5ON M17I G W/ 5mw A.T.R EPDXY 5ET W/ 51MP50N 5ET EPDXY. 5' MIN. Top OF W ft TRUSS SUPPORT VIEWED FROM ENTRY 5EE'GA5LE DESIGN', TH15 5HEET IMINIMINIUMIN101 Imimimisimlol IMIEWEIMIMIME --F-1 INNINIEVIAlmlolml I I G' . T O.H. GAR DR 32 PANEL WITH UTE5 ELEVATION GENERAL NOTES: DENOTE5 DESK.II WTND PRESSURES FOR COMPONENT5 FXX MID CLADDING (psQ -X 1 5T0000: STUCCO FINISH APPUED PER A5TM C 926, TYPICAL 5T000O OVER WOW FRAME: 7/& (3KOAT STUCCO F)N15H APPLIED PER A5TM C 926, TYPICAL OVERIW)G5: I Z TYPICAL EXCEPT G' ® GABLES. TAJU)M: SQUARE, U.O.N. ROOF VENT INFO. TYPE QUANTITY UNEAR FEET (MIN.) RIDGE VENT 45 FT OFF RIDGE VENT5 - BANDING ALL BANDING TO BE 5CORE CUT, 1/2' WIDE x 1/4' DEEP WITH SMOOTH FIN15H IN510E 5CORE UNE5, UNLE55 BOX BELOW 15 CHECKED. WHEN BOX 15 CHECKED, REFER TO PA15ED BANDING CUT 5HEET5. _ MEAN BUILDING TOP OF G' 5MOOTP TEXTURED 5AND, TYPICAL CERTI FRONT ELEV&D SCALE: 24x36: 3/8'= 1'-0' 1 1 x 17: 3/ 1 G'= 1'-0" fFEIT TESTING, ON FL 34 TpATION # 3 2008 SHEET NO. 10 I G'64003 A3c 0 U m N a m a W �1.'�I.'.'Ij I— x O K 41 Z U)'Q^ W ��..�•4 3 i;©G U z O . V--4 a Q t0 O t0 � Z c' 3 O Tn Ir ui O w z z o > a A ISSUE HISTORY NO. DATE VER DPWN by DE5CRIPTION' APPVD I W03/05 4.0 2004 FRC UPDATE MC z 1 1/15/OG 5.0 TW CREATED VEP51ON 5.0 - 5EE PLANS DATA13A5E 5N 3 IIII5/OG 5.0-W TW CREATED VER51ON 5.0-W FROM VER510N 5.0 5N 02/ 1 5/07 5. 1-W TW ERP C UPDATE, ENGINEERING UPDATE - 5EE DATABA5E 5N 5 09/0G/07 5.2-G. I W MV/TW MERGED 5E VMIET5TONE PLANS / 05t0G CODE UPDATE 5N 6 IO/O 1/07 .I-G.I TW IG.1 PLAN UPDATES 5N 12 GFl-7 TOP OF MA50NRY 4 m FlN. PIR. (REP.)_ _ TOP OF W50NKY 's m FlN. FUL (REF.) ME 12 6� RIDGE 0 REAR ELEVATION RIGHT ELEVATION ELEVATION GENERAL NOTE5: DENOTE5 DE51GN WIND + 9RE55URE5 FOR COMPONENTS - AND CLADDING (, rfA 5TUCC0: STUCCO FIN50 AffUED PER A5TM C 926, TYPICAL 5T000A OVER WOW FRAME: 7I8' (3)-r"T 5T000O FIN15H APFUM PER A5TM C 926, TYPICk OVERNANG5: 12' TYPICAL E)(CEPf G' ® GA&E5. TAILCUT5: SQUARE, U.O.N. ROOF VENT INFO. TYPE QUANTITY UNEAR FEET (MIN.) RIDGE VENT 45 FT OFF RIDGE VENT5 - BANDING ALL BANDING TO BE 5CORE CUT, 1/2" WIDE x 1/4' DEEP WITH 5MOOTH FIN15H IN51DE 5CORE LINE5, UNLE55 BOX BELOW 15 CHECKED. ❑WHEN BOX 15 CHECKED, REFER TO RA15ED BANDING CUT 5HEET5. z'o WHETSTONE El ED TYa 2004 53rd AV 4 CERTIFICA TaLl +36.7 +36.7 LEFT E L EVAT I O N rING &TESTING,1l� NTON FL 3420 RIZATION # 92 23 2008 MON BERGER PE# 64003 SIDE & REAR ELEVATIONS -'C' SCALE: 24x3G: 1/4'= 1'-O' I I x 17: 1/5"= I'-0" 0 U N IM m Na m 7 a.i o u- 11% Z U) U ��� g w Z O � I t Q W J a W m 3 i� 0 co z O w ZQ Z J W Q 2' a > o a SHEET NO. A4c PUNT SHELF ® B'-4- A.F.F. MELF I-IZ RA5EDBAND @8-4-A.F DRYWALL FINISH ate' A.F.F. m f I I I I Y I m I 4 L iV n 2 4' TRIM NICHE @ ENTRY MEDIA NICHE @ LIVING ROOM NICHE ELEVATIONS ADI SCALE: 24x36: 3/8'= 1 '-O' I I x 17: 3/ 1 G'= I'-g ISSUE HISTORY NO. DATE VER DRRWN DESCRLPTION' APPVD I O/03/OS 4.0 2004 FRC UPDATE MC z 1 1/15/06 5.0 TW CREATED VER51ON 5.0- 5EE PLANS DATABASE 5N s 1 1/15/OG 5.0-W TW CREATED VER51ON 5.0-W FROM VERSION 5.0 5N 02/15/07 5. 1-W TW ExP C UPDATE, ENGINEERING UPDATE - 5EE DATABASE 5N 09/OG/07 5.2-G.1 MV/TW MERGED SEVAMETSTONE PLANS / 054OG CODE UPDATE 5N c 10/01/07 G.I-G.I W TW 1G.I PLAN UPDATES 5N PLANT SHELF PlMlf SHELF 6-4' A.F.F. @ B'A- A.F.F. W3642 W3924 LD L j PALTRY 4 HALL TO 11 I TO °D BEDROOMS I LAUNDRY ROOM u 1 I q I r ii I I NOTE: 1/2' HARDIBACKER 15 REQUIRED 24' ABOVE GARDEN TUB DECKS AND ON TUB FACE. 1/2'HARDI13ACKER 15 REQUIRED TO THE CHUNG FOR ALL SHOWER AND SHOWER/TUBS. b m 4 CKER TO BATHROOM 2 MASTER BATH B BATHROOM CABINET ELEVATIONS ADI SCALE: 24x3G: 3/8'= 1'-0' 1 1 x 17: 3/ 1 G'= 1'-0' IW�J �P.7 1- 1/2' RASEDBI r;ilp / DRYWALL HNLSH WALL iirilHlrllrllrllnl ITYPIC,wZ61 8'-4' A.F W2742 W302G W2742 W1242 �W�, �"1 ;-j I FA_� - - L I -112' RASED BAND \ DRYWALL FIN15H (TYPICAL BOTH 510E5 /. OF WAW HOOD/ Of MICRO I2' T m iy 5EE STD. FEATURES 12' TC 0 001 \ i 4� v / �i. B3G 39' OPENING 527 30' OPENING 1327 24' D5HWA5HER FOR REFRIGERATOR POR RANGE KITCHEN @ REFRIGERATOR KITCHEN @ RANGE KITCHEN @ SINK SPEND � TRDCNON ADI KITCHEN 3 CHEN CABINET ELEVATIONS w/ 42" HIGH CABINETS 8 IW. I /.pl DROP 1-1/2' RAISED BAND / 50FFR DRYWALL MN150 (TYPICAL.) W2730 W3014 W2730 WI230 ZIPNJ mja WW` WALL 64'A.F 1-112' RASED BAND DRYWALL FINSH (TYPLCAU \ \-1-112' RA15ED&UD DRYWALL FIN15P (TYPICAL BOTH 510E5 OF WALL) HOOD'OPT MICRO m 12-TC 5EE 5TD. FEATURES 12'T - e DJb 39' OPENING B27 30' OPENING B27 24' D15HWA5HER FOR REFRIGERATOR FOR RANGE KITCHEN @ REFRIGERATOR KITCHEN @ RANGE KITCHEN @ SINK 5 ND�ORCn&NNETTR A KITCHEN CABINET ELEVATIONS w/ 30" HIGH CABINETS SPEGFICATgNS ADI SCALE: 24x36: 3/8'= 1'-0' 1 1 x 17: 3/ 1 G'= I'-O' .TILE HEIGHT PER SPEC -TILE BALKER TO TILL UNE 1� a� o O K u LL Z � � 3� Z e$ 6 2 H Q a W J W d' 0 w Z CID3 co 0 Z O �k O w r Z o a > (L SHEET NO. AD1 RIDEVENT: FA5TEN TO ROOF PER MFR5 INSTALLATION 5EE ENG. FOR IN5TRUCTION5 NAILING DETAILS 11115 ROOFING FELT 2x4 BLOCKING FIBERGL 55 ROOF 5HINGLE5 BOTH 51DE5 OF VENT 7/1 G' OSB ROOF 1 I 5HEATHING TOP CHORD OF ENG. 1-12' TYP. CLEAR ROOF TRU55E5 I TYP) SLOT AND RIDGE (SEE VENT MFR'S INSTRUCTIONS) RIDGE VENT DETAIL ADZ 5CALE: NT5 ISSUE HISTORY NO. DATE VER DRBWN CRIP DESTION' APPVD I O/03i05 4.0 2004 FRC UPDATE MC 2 I I/I 5/OG 5.0 TW CREATED VERSION 5.0 - SEE PLANS DATABASE IN 3 1 1/15/OG 5.0-W TIN CREATED VERSION 5.0-W FROM VERSION 5.0 IN 02/ 15/07 5. 1-W TIN EXP C UPDATE, ENGINEERING UPDATE - 5EE DATABASE 5N s 09/06/07 5.2-6. I W MV/IW MERGED 5EV"ET5TONE PLANS / 054OG CODE UPDATE IN c 10/0I/07 .1-6.1 TIN 6.1 PLAN UPDATES IN TABLE A: FA5TENER LOCATION SCREWS UNIT 50 PEP 510E L155 THAN 10 EACH 510E 1 12- TO 24' FM SIDE 2 25, TO 36' MR 51D[ 3 GREATER THAN 36' PER 51DE OR MORE C61GN<D THAN 5-TON5 BY ENG. JVK LUL 1y a- V'OUN'AT'DN"' PLAN OUTUNE OF COND. UNIT /14 SCREW W/GA5KETED WASHER: flY CAU LOCATION t NUMBER PER TA13LE W THIS SVTET. A/C PLAN DETAILS ouruNE of coNO. uNrr � I • 14 SCREW N1 WASHER LOCATION ♦ NUMBER B[R PEP, TABLE 'A' THIS SHEET, FINISH GRADE 3 1/2' THICK P*P CONCRETE SLAB 512E11 PER ELEVATION !vt MPK5 5P[OBCATION5. eA/C PAD DETAIL AD2 SCALE: 24x26: 1 "= I'-O" I I x 17: 1 "= 1'-0" U co m -P m V con \ /LL � ryW 4 I— K Vl Z V) J_ Ill Q Lu 1� 3 Z _O i— U w U) 0 Z 9 J_ Z) m P Z O w WQ Zly > o aZ ING, I L 342 N # 91 g SHEET NO. ►_vy: ISSUE HISTORY NO. DATE VER DRRWN DE5CRIPTION' APPVD 10/03/05 4.0 2004 FRC UPDATE MC z I I/ 15/OG 5.0 TW CREATED VERSION 5.0 - 5EE PLAN5 DATABA5E 5N 3 I I/ 15/OG 5.0-W TW CREATED VERSION 5.0-W FROM VER51ON 5.0 5N 02/ 15/07 5.1-W TW EXP C UPDATE, ENGINEERING UPDATE - 5EE DATABA5E 5N 091OW7 .2-G- JW MV/TW MERGED 5E WWHET5TONE PLAN5 / 05" CODE UPDATE 5N c iwj/o7G.i-G_i%j TW G.I PLANUPDATE5 5N ELECTRICAL LEGEND 51NGLE POLE SWITCH SMOKE DETECTOR z DOUBLE POLE 5WITCH c \1Z� 3 THREE-WAY SWITCH FLOOD LIGHT $ FOUR-WAY SWITCH DIMMER SWITC- H +�E CEILING FAN y$ - CEILING FIXTURE YY IRE SCONCE C t OPTIONAL CEILING FAN Ely I 10 VOLT DUPLEx OUTLET FAp1 yl PRE NRE U lµµy I 10 VOLT SWNCHED OUTLET {Ly., 110 ARC FAULT OUTLET DOUBLE 24' FLUOR FIXTURE yy wW DIFFUSER �yyy GROUND FAULT OUTLET trwr WEATHER PROOF GFI OUTLET DOUBLE 48' FLUOR. FIXTURE 220 VOLT OUTLET 4 DIFFUSER o DOUBLE 24' FLUOR FIXTURE ® 5FECIAL 5ERVICE5 OUTLET FLOOR MTD. OUTLET DOUBLE 45' FLUOR FIXTURE CEILING MTD. OUTLET o 51NGLE 48' FLUOR FIXTURE ® EYEBALL TYPE RECE55ED LIGHT BATH FAN 0 M015TUPf RE515TANT RECE55ED LIGHT BATH FAN WITH LIGHT ® RECE55ED UGHT 0 MINIATURE RECESSED UGHT ELECTRIC METER D15P O DISPOSAL 5P PREWIRE 5PEAKER �J JUNCTION BOX OT THERM05TAT ® T.V. OUTLET - TELEPHONE OUTLET CHIMES DOOR BELL CHIME5 —0 DOOR BELL IC m INTERCOM 5Y5TEM Q GARAGE DOOR PU$H BUTTON — AMP5 ELECTRICAL PAM ELECTRICAL PANEL O1-BULB WALL MTD NIXTURE QQ 2-BUL13 WALL MTD FIXTURE 000 3-BUL5 WALL MTD FIXTURE ELECTRICAL NOTES UNLE55 OTHERWISE NOTED: ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12' A.F.F. (GENERAU KITCHEN 44'A.F.F. BATHROOM 39'A.F.F. LAUNDRY ROOM 3G'A.FF. EXTERIOR WATERPROOF Y A.F.F. GARAGE GENERAL PURP05E 42' A.F.F. RANGE 2'A.F.F. 2. ALL TRIM PLATE5 AND DEVICE5 TO BE GANGED, WHERE P0551BLE. 3. ELECTRICAL 5WITCHE5 TO BE AT 42' CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN 15 INTENDED FOR BID PURP05E5 ONLY. All WM 5HALL BE DONE IN 5TRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, LATEST EDITION, BY A UCEN5!D ELECTRICAL CONTRACTOR WHO SHALL BE Rf5POW15Lf FOR THE IN5TAlUTION AND 5ONG Of ALL ELECTRICAL, WIRING AND ACCE550RIE5. 5. SMOKE DETELTOR5 SHALL BE INSTALLED A5 DIRECTED BY NFPA 70A SMOKE OfTECTOR5 SHALL BE INTERCONNECTED AND CAPABLE OF OPERATING ON EITHER AC OR DC (BATTEMf5). G. ARC FAULT RECEPTACLES IN All BFDROOA5 PER PRO 2004 EIECTRKAL. ELECTRICAL PLAN 5CALE: 24x3G:1/4' = I'-O' I Ix17: 1/8"=P-7 V U N a m "a m Nr o rc > w C LL w a H 0 x Z 'Q VJ �I o 3 ; W 2 kQ _r Z g g n d J Q U H U w J w Ro O t0 � Z O o W Z W < Ir a > o a SHEET NO. El ISSUE HISTORY NO. DATE VER DRBWWN DE5CRIPiION' APPVD 10/03/05 4.0 2004 PRC UPDATE MC z 11/ 1 5/OG 5.0 TW CREATED VERSION 5.0 - 5EE PIAN5 DATABASE 5N 3 1 1/15/OG 5.0-W TW CREATED VER510N 5.0-W FROM VER510N 5.0 5N 02/ 15/07 5.1-W TW EXP C UPDATE, ENGINEERING UPDATE - 5EE DATABASE 5N 5 09/0G/07 5.2-G. I MV/TW MERGED 5EIAVHET5TONE RAN5 / 054OG CODE UPDATE 5N c 100011076.1-GAW TW G.I PLAN UPDATE5 5N FLOORING PLAN 5CALE:24x3G: 1/4"=1'-O' I Ix17: 1/8'-V-0' � 3 7 0 0 �o z O o w ZQ N W Z J W Q 2 a > 0 a SHEET NO. F 1 ISSUE HISTORY NO. DATE VER DPWN by DESCRIPTION' APPVD I O/03/05 4.0 2004 FRC UPDATE MC 5/06 5.0 TW CREATED VER510N 5.0 - 5EE PLANS DATABASE 5N 3 IIII 5/06 5.0-W TW CREATED VER510N 5.0-W FROM VER510N 5.0 5N 02/ 15/07 5. 1-W TW EXP C UPDATE. ENGINEERING UPDATE - 5EE DATABASE 5N 5 09/OG/07 5.2-6.1 W MV/TW MERGED SEWMETSTONE PLANS / 05t06 CODE UPDATE 5N c 10/0I107 .I-6.1 TW 6.1 PLAN UPDATES 5N LEGEND ®AIR O HANDLER F FILTERED R RETURN AIR PA551VE alw� RETURN AIR ® SUPPLY VENT O THERMOSTAT Q FRESH AIR VENT BATH FAN u MECHANICAL PLAN SCALE: 24x36: 1/4"= 1'-0" 1 1 x 1 7: 1/8"= 1'-0" 0 U N a m N a co VJ WW O K I— 1 2 Z v W� Z g a a J Q U Z Q 2 U w 2 � 3 Z O z O w Z W Q a > o a SHEET NO. mi SVR Lot 19 Block 3 I. GENERAL: 1.1 SPECIFICATIONS = FRC 2004 1.2 DESIGN LOADS: TCLL = 20 PSF TCDL = 10 PSF BCLL = 10 PSF BCDL = 10 PSF 1.3 ANCHORAGES SHALL BE HOT -DIPPED GALVANIZED, AFTER FABRICATION PER ASTM A 90. 1.4 WINDOWS, EXTERIOR DOORS, GARAGE DOORS AND OTHER VENDOR -PROVIDED EXTERIOR CLADDING SHALL COMPLY WITH THE FRC 2004 INCLUDING THE DESIGN CRITERIA SET FORTH IN THE FOLLOWING WIND LOAD NOTES. 1.5 EXTERIOR WINDOWS & GLASS DOORS ARE REQUIRED TO BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/IS2 STANDARD & BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. 1.6 EXTERIOR WINDOWS & DOORS SHALL BE ANCHORED PER PUBLISHED MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. 1.7 GARAGE DOOR SHALL BE FASTENED w/ MANUFACTURER'S TRACK BRACKETS USING 1/4"xl-1/2" HEX -HEAD LAG BOLTS FULLY SEATED IN PT 2x6, #2 SYP (MIN) DOOR BUCKS. FASTEN BUCK STRIPS TO MASONRY WALL w/ 1/2"0 ANCHOR BOLTS w/ 2"0 WASHERS @ 18" O.0 (5 MIN. PER SIDE). ANCHOR BOLTS SHALL BE CAST IN PLACE 1.8 MULLONS AND ADJACENT DOOR ASSEMBLIES ARE REQUIRED TO BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGNED LOADS TO THE ROUGH OPENING SUBSTRATE. II. WOOD FRAMING: 4.1 TRUSSES SHALL BE DESIGNED PER FRC 2004 AND TPI SPECIFICATIONS AND CERTIFIED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. BRACING SPECIFIED BY THE TRUSS MANUFACTURER (INTERNAL TO THE TRUSS SYSTEM) WITHOUT FASTENING INSTRUCTIONS SHALL BE FASTENED WITH 2-16d NAILS PER BEARING POINT AT CROSS BRACING, AND 10d NAILS - 8" O.C. ALONG STIFFENERS (I.E.: 'L' AND 'T' BRACING) AND 3-16d NAILS TOE -NAILED AT END BEARING CONNECTIONS. 4.2 TRUSSES SHALL BE BRACED IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE'S (TPI) BSCI 1-03. 4.3 ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE (SYP) MINIMUM U.O.N. 4.4 ALL LOAD BEARING FRAME WALLS SHALL BE STUD GRADE SP (MIN), STUD SPACING AT 16" O.C. WITH DOUBLE TOP PLATE. TOP PLATE JOINTS SHALL BE LAP -SPLICED A MINIMUM OF 48" AND FASTENED WITH 15-16d NAILS. 4.5 ALL NON -LOAD BEARING FRAME WALLS SHALL BE STUD GRADE SPF (MIN), STUD SPACING AT 16" O.C. III. MASONRY: 3.1 MASONRY WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 530 (CURRENT). 3.2 MORTAR FOR ALL MASONRY WALLS SHALL CONFORM TO ASTM C 270, TYPE M OR S. 3.3 ALL CONCRETE BLOCKS SHALL BE STANDARD WEIGHT BLOCKS CONFORMING TO ASTM C-90 (fm=1,350 PSI (MIN.)). 3.4 GROUT SHALL CONFORM TO ASTM C 476. 3.5 USE FINE GROUT FOR COLLAR JOINTS 1" WIDE OR LESS AND WHEN GROUTING CELLS OF HOLLOW MASONRY UNITS, WITH OR WITHOUT VERTICAL REINFORCING. USE 3000 psi FINE GROUT (3/8" AGGREGATE MAX.) WHEN GROUTING BOND BEAMS & PRECAST UNITS. 3.6 CONVENTIONAL REINFORCING BARS (VERTICAL & HORIZONTAL) SHALL CONFORM TO ASTM A 615 GRADE 40 (MIN.), DEFORMED. 3.7 PROVIDE CLEAN -OUT OPENINGS FOR EACH GROUTED CELL. 3.8 ALL UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE ON FACE SHELLS. IV. FOUNDATIONS: 2.1 CONTRACTOR SHALL ENSURE THAT CONCRETE CONFORMS TO ACI 301 (CURRENT), SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI 302 (CURRENT), GUIDE FOR CONCRETE FLOOR & SLAB CONSTRUCTION, AND ACI 318 (CURRENT), BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. 2.2 CONCRETE SUPPLIER SHALL PROVIDE A MIX RESULTING IN A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, f'c=2,500 PSI AS MEASURED BY TESTING CYLINDRICAL SPECIMENS PER ASTM C-39. 2.3 SUB -GRADE SHALL BE FREE OF ALL VEGETATION AND ORGANIC MATERIALS. V. WIND LOAD NOTES: 5.1 DESIGNED PER FRC 2004 (2004 W/ 05 & 06 SUP) & ASCE 7-02 5.2 BASIC WIND SPEED = 120 MPH (3 SEC. GUST) 5.3 WIND IMPORTANCE FACTOR = 1.0 5.4 BUILDING CATEGORY = II 5.5 WIND EXPOSURE CATEGORY = C 5.6 INTERNAL PRESSURE COEFFICIENTS (GCpi) = 0.18 5.7 EXPOSURE CATEGORY = ENCLOSED 5.8 ROOF DEAD LOAD: (USED TO CALCULATE UPLIFT RESISTANCE) = 11.8 PSF 5.9 ROOFING SYSTEM = FIBERGLASS COMPOSITE SHINGLES 5.10 COMPONENTS & CLADDING (GCp) (ROOF): ROOF ZONE 1, NEGATIVE _ -1.00 ROOF ZONE 2, POSITIVE = 0.30 5.11 ROOF MATERIAL WIND RESISTANCE RATING = FASTEN SHINGLES IN ACCORDANCE WITH FRC 2004 AND WITH ASTM D 3161 5.12 COMPONENTS & CLADDING (GCp) (WALLS): SEE ELEVATION SHEETS 5.13 MAX. NET UPLIFT PER TRUSS BEARING CONNECTION = SEE TRUSS LAYOUT. 5.14 MAX. NET UPLIFT PER GIRDER BEARING CONNECTION = SEE TRUSS LAYOUT. 5.15 FACTOR OF SAFETY AGAINST OVERTURNING = 1.5 5.16 EXTERIOR SHEATHING: FASTEN 15/32" WINDSTORM SHEATHING TO FRAMING WITH 8d NAILS OR 0.131" P-NAILS AT 6" O.C. ALONG THE TOP AND BOTTOM PLATES, 6" O.C. ALONG PANEL EDGES, 12" O.C. ALONG INTERMEDIATE SUPPORTS. ALL EXTERIOR SHALL EXTEND FROM THE BOTTOM PLATE TO THE TOP MEMBER OF THE TOP PLATE. 5.17 WOOD -FRAME SHEARWALLS: FASTEN 15/32" WINDSTORM SHEATHING TO FRAMING WITH 8d NAILS OR 0.131" P-NAILS AT 3" O.C. ALONG THE TOP AND BOTTOM PLATES, 3" O.C. ALONG PANEL EDGES, 12" O.C. ALONG INTERMEDIATE SUPPORTS. PROVIDE 2x4 BLOCKING EDGEWISE ALONG HORIZONTAL PANEL JOINTS. SHEARWALL ENDS SHALL BE DOUBLE STUDS FASTENED TO BOTTOM PLATE WITH ONE (1) SIMPSON LTT20 TENSION TIE WITH A 1/2" EPDXY SET ANCHOR BOLT WITH A MANUFACTURER'S PULL-OUT CAPACITY OF 1,750 POUNDS (MIN). FASTEN TENSION TIE TO DOUBLE STUDS WITH 10-16d NAILS. 2.4 MINIMUM FOOTING COVER SHALL BE 12" BELOW FINISHED GRADE. 5.18 ROOF SHEATHING: FASTEN 7/16" APA RATED SHEATHING PERPENDICULAR TO FRAMING 2.5 A LAYER OF 6 MIL. POLYETHYLENE SHEATHING SHALL BE PROVIDED AS A WITH 8d NAILS OR 0.131" P-NAILS AT 4" O.C. ALONG FASCIA, 4" O.C. ALONG PANEL EDGES VAPOR BARRIER UNDER THE SLAB. AND 6" O.C. ALONG INTERMEDIATE SUPPORTS. 2.6 SUB -GRADE SHALL BE MOIST DURING CONCRETE PLACEMENT. 2.8 CONTRACTOR SHALL ENSURE THAT CONCRETE COVER TO REBAR IN THE SLAB IS IN ACCORDANCE WITH ACI 318 (CURRENT). a. CONCRETE CAST AGAINST EARTH = 3" COVER 2.9 SAW CUTTING SHALL BE IN ACCORDANCE WITH ACI 302 (CURRENT). SAW CUTTING SHALL TAKE PLACE AS SOON AS THE CONCRETE SURFACE IS FIRM ENOUGH NOT TO BE TORN OR DAMAGED BY THE CUTTING BLADE. 2.10 ASSUMED SOIL BEARING CAPACITY IS 2000 LBS PER SQ. FT 5.19 ROOF DIAPHRAGM: FASTEN 7/16" APA RATED SHEATHING PERPENDICULAR TO FRAMING WITH 8d NAILS OR 0.131" P-NAILS AT 4" O.C. ALONG DIAPHRAGM BOUNDARY (FASCIA), 4" O.C. ALONG PANEL EDGES, 6" O.C. ALONG INTERMEDIATE SUPPORTS. PROVIDE 2 x 4 BLOCKING EDGEWISE ALONG HORIZONTAL PANEL JOINTS. REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w 05 & 06 SUPPLIMENT), AND A 7 02 ALL OTHER D TISTWI W ING, I THE RESPONSIW0"3r6IAV 342 CERTIFICATE A N # 9; (R�I(� � �8 L. JASON BERGER, P.E. PE# 64003 L. JASON RGER PE# 64003' 00 C o a V) U W M�0 W O Z y Q C; O U ZD z • .� O s a SHEET NO. S-1 SVR Lot 19 Block 3 8" C.M.U. FINISH PER ELEV. 25" LAP MIN 1 #5 DOWEL FINISH FLOOR (1) #5 BAR CONT. " �3-1/2CONC. SLAB FINISH GRADE C z FINISH GRADE 1'-4" 2 #5 BARS CONT. A EXTERIOR MASONRY WALL FTG S- SCALE: N.T.S. 3-1/2" CONC. SLAB 14-1 /2" 13" J I ,, •Arr I E GARAGE DOOR RECESS S- SCALE: N.T.S. 2x4 SPF STUDS @ 16" O.C. 1/2" GYPSUM BOARD 3-1/2" CONC. SLAB (2) #5 BARS CONT —TYPICAL 3-1/2- CONC. SLAB F 00 B'\ THICKENED SLAB EDGE SCALE: N.T.S. VERTICAL WALL REINFORCEMENT - (1) #5 DOWEL PLACED TO _ MATCH VERTICAL WALL REINFORCEMENT (LAP SPLICE = 25" MIN. ) = DRIVEWAY x Q W :5i m _ o o Z EXPANSION JOINT 00 AV INSULATION INSULATION 2x4 SPF STUDS @ 16" O.C. 1/2" GYPSUM BOARD 3-1/2" STEP IV _ M 7r4 4" 3" 1'-0" I (2) #5 BARS CONT. C THICKENED SLAB @ GAR. (NON-BRG. ) S- SCALE: N.T.S. 3-1/2" CONCRETE SLAB w/ FIBERMESH (f'c = 2,500 psi (MIN.)) -4 3-1/2" CONC. SLAB 811x16" CONCRETE FOOTING w/ (2) #5 BARS CONT. (f'c=2,500 PSI (MIN.)) 2 #5 BARS CONT. CLEANI COMPACTED, TERMITE NOTES: 1 -4 TREATED STRUCTURAL FILL FREE OF ALL DEBRIS 1. GROUT CELLS SOLID BELOW FINISHED FLOOR. 2. FOUNDATION DOWELS NOT LAP SPLICED w/ VERTICAL WALL REINFORCEMENT SHALL BE CUT-OFF AT FINISHED FLOOR ELEVATION 5/8"0 x 8" SIMPSON TITEN HD ANCHORS @ 18" O.0 H FOOTING @ INTERIOR BEARING S- SCALE: N.T.S. OPTIONAL STEMWALL FOOTING SCALE: N.T.S. 25" LAP MIN 8" C.M.U. 1 #5 DOWEL FINISH PER ELEV. �3-1/2" STEP 3-1/2" CONC. SLAB COLD JOINT 1'-4" 2 #5 BARS CONT. MASONRY WALL FOOTING @ PATIO L SCALE: N.T.S REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ 05 & 06 SUPPLIMENTS) & ASCE 7-02. ALL OTHER DESIGN ELEMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. EXPANSION JOINT +�- 10" 3-1/2" CONC. SLAB �� 3-1/2" CONC. SLAB 4 •; :� 1'-4" 2 #5 BARS CONT. D EXTERIOR DOOR SILL S- `SCALE: 25" LAP MIN. 1 #5 DOWEL 8" C.M.U. FINISH PER. ELEV. �. • . ' :' :.? .: FINISH GRADE 24"x24"x16" FTG w/ (3) #5 BARS @ 8" O.C. E.W. 2.-0rr G MASONRY COLUMN FOOTING S- SCALE: N.T.S. 1/2" GYPSUM BOARD 2x4 SPF STUDS @ 16" O.C. INSULATION — 3-1/2" STEP 0 THICKENED SLAB 1/2"0 x 8" ANCHOR BOLT w/ 2" WASHER @ 18" O.C. (2) #5 BARS CONT. %% SCALE: N.T.S. 2004 53rd A\ CERTIFICATE L. JASON BERGER, P.E. DATE '), PE# 64003 L. JAS04 STING, FL 342 A # 9 2008 GER PE# 64003 00 cn -Cl N > 0 Cn O 'n SHEET NO. S-2 SVR Lot 19 Block 3 1/2" S.R. GYPSUM BOARD — DRYWALL SCREWS ® 12" ox. ® CLG. & 16" ox. ® WALLS REFER TO SHEET 1 SEC. 5.18 & 5.19 FOR ROOF DIAPHRAGM NAILING SPECIFICATIONS. 2x SYP V BRACINGS ® 24" O.C. SEE TRUSS ENGINEERING FOR SIZE, LOCATION, AND ATTACHMENT I I I I I I 1 I° 2x4 SPF (MIN) BLOCKING (EDGEWISE) @ 48" O.C. TOP & BOTTOM FIRST FOUR (4) FRAMING BAYS MIN.1@ GABLE ENDS (TYP.) FASTEN TO TOP & BOTTOM CHORDS w/ 3-16d NAILS (TOENAILED) EACH END o 2x4 #2 SYP NAILED TO BLOCKING w/ 16d NAILS @ 6" O.C. FOR GABLES OVER 24' LONG (2) 2x6 P.T. SILL PLATE WITH 1/2"0x12" "J" BOLTS @ 24" O.C. MAX A GABLE END DETAIL S-3 SCALE: N.T.S. 2X6 SY NAILS i NO SHEATHING JOINT HERE 2X6 SPF w/ (2) ROWS OF 12d NAILS ® 12" STAGGERED (EACH ROW) 2X_ BLOCKING (LADDER FRAMING OR PACKOUT) @ 32" O.C. FASTEN w/ (2) 12d NAILS TOE —NAILED PER CONNECTION EXTERIOR FINISH #5 VERT. WALL REINF. GROUT CELLS SOLID FASTEN 7/16" APA RATED SHEATHING TO GABLE END FRAMING w/ 8d NAILS 6" O.C. ALONG PANEL EDGES, 12" O.C. ALONG INTERMEDIATE SUPPORTS g" 3—COAT STUCCO FINISH. APPLIED PER ASTM C 926 ATTACH GABLE TRUSS TO PLATE WITH 16d ® 4" O.C. STAGGERED PLACE SHEATHING FLUSH w/ MASONRY FASTEN ROOF SHEATHING w/ 8d NAILS ® 6" EDGES, 12" IN FIELD & A" A P Al Ak1f1 AIA11 FD AFTER END. C VALLEY -SET ATTACHMENT DETAIL S-3 SCALE: N.T.S. 10 2x8 P.T. #2 SYP JAMB TRACK/BRACKET FASTEN PER MANUF. SPECS. EXTERIOR 3" MIN. 1/2" J—BOLTS w/ 2"0x/8" WASHER SPACED ® 18" O.C. (5 PER SIDE MIN.) ii� I r— GARAGE DOOR INTERIOR GAR. DOOR TO BLOCK ATTACHMENT DETAIL SCALE: N.T.S. REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ 05 & 06 SUPPLIMENT), AND ASCE 7-02 ALL OTHER DESIGN ELEMENTS SH L BE THE RESPONSIB>IUMIONE13NGI WIMING.I 2004 53rd AVE TON FL 342 CERTIFICATE RIZATION # 9; L. JASON BERGER, P.E. TE PE# 64003 J Y2008 V] � Q w w w W Q a w � 7 z - w Q AA�� `3 f O 0 !r ^ 3 g • rl G 5 a SHEET NO. S-3 SVR Lot 19 Block 3 ENG. ROOF TRUSSES #5 BAR w/ 25" (MIN.) . TRUSS ANCHOR ROOF SHINGLES ®24"0.LAP SPLICE (GROUT CELL SEE ROOF FRAMING PLAN SOLID) SEE FLOOR PLAN R-19 (MIN.) FOR REINFORCED CELL- T - SEE NOTES 5.18 FIBERGLASS INSULATION. LOCATIONS r & 5.19 SHEET S-1) ; FOR R00� NAILING L SPECIFICATIONS #5 (MIN.) DOWEL ••• INSULATION BAFFLE EPDXY -SET w/ SIMPSON r- -7 SET EPDXY (OR EQUAL) MASONRY WALL W/ 6" MIN. EMBEDMENT STUCCO FINISH. APPLIED PER ASTM C 926 25" MIN. LAP SPLICE PROVIDE INSPECTION HOLE ® EACH DOWNPOUR APPROX. GRADE PROVIDE 12" MIN. COVER SEE FOUNDATION PLAN FOR SIZES ami ..4e 1/2" GYPSUM BOARD K.O. BLOCK BOND BEAM POUR SOLID W/ 1 - #5 BAR CONT. EACH MIN. LAP =25" FILL W/ 3000 psi CONCRETE. #5 BAR VERT. WALL REINFORCEMENT SPACED PER FOUNDATION PLAN EMBED ACI STANDARD HOOK 6" IN BOND BEAM. GROUT CELLS SOLID 8" x 8" x 16" CMU 3 1/2" 2500 PSI CONC. SLAB w/ FIBER MESH ON 6 MIL V.B. LAPPED AND TAPED A TYPICAL WALL SECTION S-4 SCALE: N.T.S. SEE ENG. FOR NAILING DETAILS 2X4SPF (MIN) BLOCKING BOTH SIDES OF VENT DRILL 3/4"0x6" DEEP (MIN.) HOLE INTO EXISTING FOOTING MAINTAIN 5" (MIN.) EDGE DISTANCE ; .• t EXISTING CONCRETE ,FOOTING z co NOTE: CLEAN THE HOLE OF LOOSE PARTICLES & CONCRETE DUST USING COMPRESSED AIR & A NYLON BOTTLE BRUSH BEFORE EPDXY IS INSTALLED. C RETRORT DOWEL DETAIL S-4 SCALE: N.T.S. RIDGE VENT: FASTEN TO ROOF PER MFR'S INSTALLATION INSTRUCTIONS 15# ROOFING FELT - 7/16" OSB ROOF SHEATHING FIBERGLASS ROOF SHINGLES TOP CHORD OF ENG. 1-1 /2" TYP. CLEAR ROOF TRUSSES (TYP) SLOT @ RIDGE (SEE VENT MFR'S INSTRUCTIONS) REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 04 B RIDGE VENT DETAIL FLORIDA �+ simG.1NC. S-4 FLORIDA 342033 SCALE: N.T.S. 05 & 06 �1ON-#(� ALL OTHE IGN SHALL BE THE RESPONSIBILITY 06TRACTOR L. JASON E1pL&[dRGER Kk04003 PE# 64003 0 w w J_ 6 J Q a LU p � w i 0 Q a3 o z u 4 K Z N 5 a SHEET NO. S-4 ROOF FASTENER LAYOUT ELEVATION 'A' 'B' & 'C' SCALE: KT.S. T SIMPS❑N HETAL20 + HTSM16 ODOUBLE SILL PLATE. SEE DETAIL THIS SHEE ,n o 3 SIMPS❑N HETAL20 dcp o DENOTES GABLE END DIAPHRAGM SEE NOTE l� SHEET S-1 FOR NAILING PATTERNS �qm'c�0� NOTE: CONTRACTOR SHALL REFER TO THE FINAL TRUSS ENGINEERING PACKAGE FOR C❑NSTRUCTI❑N. UPLIFT VA VES THA T MEET OR EXCEED 1000# AND REACTIONS THAT MEET ER EXCEED' 3000# ARE SHOWN AS NOTED, THE VALUES ARE BASED EN THE ENGINEERED TRUSS LAYOUT AS PRL7VIDED BY THE MANUFAC TUBER. (2) 2x6 P.T. SILL P WITH 1/2'Oxl2' 'J' B❑LTS @ 24' ❑.C. Mh,. o cs > f v o G G � cf d �cv � �O• ATTACH GABLE TRUSS TO PLATE WITH 16d 2 4' O.C. STAGGERED PLACE SHEATHING FLUSH w/ MASONRY DOUBLE SILL PLATE DET, SCALE: N.T.S. 2004 53rd 0E E A 0 CERTIFICATE 0 J A N 2008 L. JASO PG, INC. 34203 ON # 9298 R PE# 64003 H 00 c N a o R H W� o w H LL o Z 7=$ o (n CC3 H D a O g SHEET NO. S-5A SVR Lot 19 Block 3 SEE NOTES FOR ROOF DIAPHRAGM NAILING SPECIFICATIONS FASTEN VERTICAL 2 x 4 MEMBER 2 X 6 SYP V BRACES @ 48" O.C. TO SCISSOR TRUSS w / (3) 16d FASTEN TO GABLE END STUDS NO SHEATHING JOINT HERE NAILS PER CONNECTION. w/ 10d NAILS ® 8" O/C 2 x 4 BLOCKING (EDGEWISE) @ 48" O.C. TOP & BOTTOM FIRST FOUR (4) FRAMING BAYS MIN @ GABLE ENDS (TYP) FASTEN TO TOP & BOTTOM CHORDS w/ (3) 16d NAILS \ (TOENAILED) EACH END CEILING RIDGE SIMPSON 12" TWIST STRAP INTERIOR HIP VAULT: 6:12 SLOPE CENTER AND 3:12 SLOPE SIDES. 1/2" S.R. GYPSUM BOARD_ 1 --1 w/ 5d COOLER NAILS @ 7" O.C. 2 x 4 #2 SYP TYP. (2) 2x6 P.T. SILL PLATE w/ 1/2"002" "J" BOLTS 24" O.C. MAX 2x6 SPF SUB —FASCIA 2x4 SPF BLOCKING ® 32" O.C. EITHER LADDER FRAMED OR PACKED OUT. FASTEN 7/16" APA RATED SHEATHING TO GABLE END FRAMING w/ 8d NAILS 6" O.C. ALONG PANEL EDGES, 12" O.C. ALONG INTERMEDIATE SUPPORTS i" 3—COAT STUCCO FINISH. APPLIED PER ASTM C 926 2 x 4 SYP BRACE NAILED TO BLOCKING w/ 16d NAILS @ 6" O.C. FOR GABLES OVER 24—FT TYP (4) FRAMING BAYS FASTEN BLOCKING TO TRUSS USING SIMPSON MTS12 w / (14) 10d NAILS ATTACH GABLE TRUSS TO PLATE w/ 16d ® 4" O.C. STAGGERED PLACE SHEATHING �.� FLUSH w/ MASONRY REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ A GABLE -END DETAIL @ HIP VAULT 05 & 06 SUPPLIMENT), AND AYE 7-02 — SCALE: N.T.S. ALL OTHER DESIGNrAN E THE RESPONSIBILITQ%G. WHETSTON12004 53r# 9298 L. JASON �PE# 640 00 �,y M 7 a N .� M CON� N a J o w Q Lu W O w En W w U CC3 d _ = r3 0 Z o W N W \ a Z SHEET NO. S-6 C r'1 JASON SVR Lot 19 Block 3 NO SHEATHING JOINT HERE 2X6 w/ (2) ROWS OF 12d NAILS @ 12" STAGGERED (EACH ROW) 2x6 SPF SUB FASCIA 2X4 SPF BLOCKING ® 32" O.C. %" 3—COAT STUCCO FINISH. APPLIED PER ASTM C 926 STUCCO STOP WHEN APPLICABLE GALV. V FLASHING SET IN ASPHALT SEALANT z `V ATTACH EACH PRE-ENG. MONO TRUSS TO FLAT CHORD OF STRUCTURAL GABLE w/ (3) 12d TOENAILS. ROOF SHINGLES (SEE PLAN) 2X6 SPF SUBFASCIA n SEE PLAN FOR SETBACK PRE-ENG. GABLE TRUSS (SEE TRUSS ENG.) TRUSS ANCHOR SEE ROOF FRAMING PLAN A BOSTON HIP FRAMING S-6J SCALE: N.T.S. REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE - (FRC) & FLORIDA BUILDINr.DATIE QG.INC. 05 & M202 ALL OT (611;#a THE RE }��ARACTOR L. JASON BERGEPE#4003 Q� Q > 0 w w J y = Q W c� a 0 a ': Z O Cid0 a z 0 s a SHEET NO. S-6 J a For Masonry Rough Openings — (5) Screws per side at 17.5' spacing for 6t8 units (7) Screws per side at 14' spacing for &0 untfs �'Endura DOOR COMPONENT SYSTEMS Scre;,K nor e a4 iorg for oils Srr=-,s D^• ;a±S4 tin'1t Single door unit Single door unit with one sidelite (boxed construction) SILICONE APPLICATION MINIMUM FASTENER COUNT 5 fasteners per vertical framing member and 3 in header for 6 8' units. 7 fasteners per vertical framing member and 3 in header for 8units " Apply siuwne LATCHING HARDWARE robber sealant in Compliance requires that ANSI A156.5 GRADE 2 or better cylindrical and deadbolt security three rows to a lock set be installed. Follow assembly Instructions POF-AI-X. bead size of tf4' high x 14'wide. NOTES* t_ Fasteners recommended for this unit are 3/16` x 2-314' Tapcon screws calculated by the lowest fastener .rating tar optimt rn anchor positioning. 2 The Tapcon screw length is designed for 1-1f4' minimum embedment into the masonry 3" Sealant recommended 10 adhere Sill 10 subtloor is 1001% clear silicone rubber sealant. OXO units (66') use approx. 12 oz of Silicone: XX units (72') use approx. 16 oz, of s&-one. X units (361 use approx 8 oz. of silicone. OXX triple units (108') use approx. 24 oz. of silicone: OXXO quad units (144') use approx. 32 oz. of silicone. Silicone rating: ASTf14 C-920, Cass 25, Type S. grade NS. DAP product number. 08641. 4. For installation in wind-borne debris or high -velocity hurricane zones, add 3 fasteners to 01. ATI Nos. 01-43054,01, 01-43054.02, and 01-43054.03 (Architectural Testing. Inc- York. PA) (5} Screws per �j gdo ae t, 5 sparing for 6.8 units E+ ` Screw6 pet ."re at 14' `,'?acing for 31 anet< T iYp Single door unit with two sidelites (boxed construction) Double door unit 6" 1 1 1 1 It 1 —(Sl Screws per side at 17.5' spacing for 6,11 uP.its (7) Screws per side at 14• spacing for II'm units ( I O 1 Double door unit with two sidelites X pa L 7 V/ Z W O W N W J Q a U) Z 7::�e w O _ � O Z O p d N • l� O g d SHEET NO. D1 Stock BuildingSupply PP Y Design Pressure Chart Portrait Doors Door Door Style Structural Design Florida Assembly Height Width Fiberglass Pressure Test Report # X 6' 8" 3' Opaque +65.0/-70.0 6184.1 XO or OX 6' 8" 3' Opaque Door +47.0/-47.0 6184.2 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 XO or OX 6' 8" 3' Opaque Door +47.0/-47.0 6184.3 6' 8" 3' Sidelight Glass ODL Screw Frame +47.0/-47.0 6184.3 OXO 1 6' 8" 3' Opaque Door +47.0/-47.0 6181.4 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0%60.0 4177.1 OXO 6' 8" 3' Opaque Door +47.0/-47.0 6181.5 6' 8" 3' Sidelight Glass ODL Screw Frame +47.0/-47.0 6181.5 XX 6' 8" 6' Opaque Door + 50.0/-50.0 6184.6 OXXO 6' 8" 6' Opaque Door + 50.0/-50.0 6184.7 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0%60.0 4177.1 OXXO 6' 8" 6' Opaque Door + 50.0/-50.0 6184.8 6' 8" 3' Sidelight Glass ODL Screw Frame + 50.0/-50.0 6184.8 X 6' 8" 3' Glazed ODL Smart Frame + 55.0/ -60.0 6142.1 XO or OX 6' 8" 3' Glazed ODL Smart Frame + 48.0/ -50.0 6142.2 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 OXO 6' 8" 3' Glazed ODL Smart Frame + 48.0/ -50.0 6142.3 6' 8" 3' Sideli ht Glass ODL Smart Frame +60.0/-60.0 4177.1 XX 6 8" 6' Glazed ODL Smart Frame +47.0/-47.0 6142.4 OXXO 6' 8" 6' Glazed ODL Smart Frame +47.0/-47.0 6142.5 6' 8" 6' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 X 6' 8" 3' Glazed ODL Screw Frame + 50.0/-50.0 6142.6 XO or OX 6' 8" 3' Glazed ODL Screw Frame + 50.0/-50.0 6142.7 6' 8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 OXO 6' 8" 3' Glazed ODL Screw Frame + 50.0/-50.0 6142.8 6' 8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 XX 6' 8" 6' Glazed ODL Screw Frame + 50.0/-50.0 6142.9 6' 8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 OXXO 6' 8" 6' lGlazed ODL Screw Frame + 50.0/-50.0 6142.1 6' 8" 3' 1 Sidelight Glass ODL Screw Frame 1 +60.0/-60.0 4177.1 4� z O � W w W g J Q a F � 7:1 � w o z C x 0 O Z p � s • r+ O s a SHEET NO. D2 ONE INTERMEDIATE STILE BETBETWEENEACH j EMBOSS LOCATION, AND URETHANE ADHESIVE O GgtznitelN OgSPTBIONIL 1/8' ACRYLICO,R (—'" �UTIES AAE SEC TION ") LOCATION OF I — A X-OPTIONAL OUTSIDE KEYED I= OPTIONAL VENT MAX. DOOR WIDTH - 16'-2' INSIDE FLEVADONS DOORS LOP Or (4) SECTIONS DOORS OVER°i o K04 CONSIST OFF (5) _SEC (NJOT SHdWN). NOTE 2G THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWIN(. 2' THICK SHP LAP JOINTS. 25 GA. MIN. EXTERIOR SKIN WITH G-40 GALVANIZING, BAKED -ON PRIMER AND A SAM-ON POLYESTER PANTED APPLIED TO BOTHSIDES STS TEEL OP COAT , 16 GA. PAINTED END SIRES ATTACHED TO DOOR SKIN WITH PATENTED TOO-L-LOC SYSTEM (TOP, BOTTOM & CENTER). 1 TO TOP AND BOTTOM RAIL SNAP LATCH ENGAGES ENTED TOG-L-LOC SYSTEM. OHIO VERTICAL TRACK E0AACH NE � OF ON BRACKET USED FOR BOTTOM DOUBLE END a r li G, fly`.,_ afar FSLIDE SOLT LOCK ENGAGES 517I E INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR, Sa.enli r a r a w>, k 1MJ� .tier a.w, n FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE n � n OPTIONAL 10 SCREW DSS GLASS OR WINDOW LITE MOLDED 1CODE 71/8' ACRYLIC SECTION B—B LITE RETAINER /8x3/4' PAN HEAD SCREW (10 SCREWS PER LITE) 12 GA. GALY. STEEL. TOP EACH BRACKET ATTACHED W 4 14x5 SWEET METAL StXtEtYS. ADJ ATTACHED 4' TO TOP BRACKET WITH (2) 1/4-0/2- BOLTS AND NUTS PER BRACKET, 2-1/2' 4C-CHANNEL 16 GA. GALV. STEEL 14 GAL GALV. ROLLER HINGE. EACH HINGE FASTENED TO END STILES W/(4) 1495/8' SHEET METAL AND (2) 1/4'1/4' SELF TAPPING SCREWS. (SEE VIEW 'B') 4' TALL x 16 GA. C—CHANEt. PER DOOR SECTION. 1/4'x3 4' SELF TAPPING SCREW PER STILE LOCATION. VIEW -D') 1-1/4' WIDE x 16 GAL GALV. STRAP. (5) PER DOOR SECTION ON 16' WIDE DOORS, EXCEPT (6) STRAPS ON 2ND (LOCK) SECTION(SEE EINSIE TION). EACH STRAP ATTACHED [%� ' SELF SCREWS SCREWiS TO DO ONE SCREW TO C-CW Ntiti). -13 GA. CAL.V. STEEL BOTTOM BRACKET. ATTACHED WITH 2 /14x5/6' SHEET METAL SCREWS. ALUMINUM EXTRUSION A VINYL WEtTHERSTRIP. I' DOOR OVERLAP (EACH SIDE) STOP MOULDING BY DOOR INSTALLER (TD SLRT) GA. GAIN. STEEL PAINTED ENO STILE 2x6 PINE JAMB18 1 GA,GALY. STEEL DOUBLE END STILE 08 2GA. GALV STEEL INTER. STILE GALV STEEL BRACIE'151FAS�IENED TO WOOD IAMB WTTHI 5/18'xt-S[8' LAC S 1V5 TO �PUSFWUT NOT LIcC �U 14 O.0 �7/18' NUT ft45TALIED ON ROLLER SHAFT FOR UNRESTRICTED OPERATION. 2' GALV. STEEL TRACK FASTENED TO 14 GA. GALV. STEEL ROLLER ►fig FASTENED TO END STILES EAS W/{4) 18 12 GA. GALV. STEEL TRACK BRACKETS. /14x5(' SHEET METAL SCREWS FA TRACK ATTACHED TO EACH BRACKET PER 1 44�GESELF TAPPING SCREWS PER /1 WITH ONE 1/4'x5/r BOLT * NUT ��•2 O OR TWO 1/4' DYL RIVETS. F'REPANATION ()F JAMRS BY OTHERS. SECTION 2' OtA. LONG STEM, 10 64L1 STEEL ROLtEft CO C-L JAMB TO SUPPORTING STRUCTURE ATTACHMENT I) ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO TRANSFEsvvrn ;ALRRED TO NLOWpRiZONTAI /1MN8 BETTER) 4 4 M85. NO LOAD FROM THE DOOR 2) ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS MAN (3) 2x4 (UP TO 91Mx8'H OR (3) 2x6 (UP TO /6'29Yx8'H) C URE TREATED GRADE 12 OR BETTER WOOD STUDS OF A STRESS GRADE NOT L THAN 1200 PSI NOMINAL EXTREME FINER STRESS IN SENDING (F%). STUD WALLS TO BE CONTINUOUS FROM FOOT94C TO TIE BEAMS. BLOCK WALL OR CONCRETE 2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WAIL CELLS SHILL BE FILLED WITH CONCRETE AND REINFORCED WiTH REINFORCING BARS EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL SE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT OF RECORD. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS) HORIZONTAL TRACK SUPPORT BY DOOR OWALIER (TO SLAT) DOOR COUNTERBALANCE SYSTEM 13 GA. GALV. STEEL FLAG BRACKET. I.1C•1i E't y lAQliil•)i a w �LEQJIBRI�I! i TYP. 2-I/2'xi2 GA CAW. DISTANCE BETWEEN BRACKETS NOT TO EXCEED 14' O.C. (6 TOTAL BRHKTS PER SIDE FOR DOINtS UP TO 7'0' HIGH). hFOR TOT cTS PER SIDE DOORS UP TO wo' Hoo. ..r r^ r-rr HORIZONTAL (TOP) .JAMB (NO LOAD FROM DOOR) FASTENER TYPE MIN. No. OF PER VERTICAL IAMB 24 VERTICAL JAMB r. a +a• a •, r •a , •. ,,• 'wawa a a•w .•.!r,r 7:., ii`�Y��: .;:ir ., `.r!x. .'71,. .! S:.r. .�r�cra�c��>31a�c'a��i rrr •� r ii�► r •«r wa .r M• ��Q r r 7 [� �� c• y.Nr:c.�l1L•lEilSii3llraMx : ao + ,,,:.., . -^r` f�[B�1li�C'7 L1r9•s1 ■.O: KrIq:[N_7731�����iI:1>•.41�Ftxrl>E'+1aa.'t r: [4::.::a:r•: t:�Q'�E�.t'�i _.arj WAIL NESi7i I D. P.G NORM 04KIUK1 PL 023132 THIS DOOR MEETS OR E(CEEOS THE'DES THIS DOOR MEET$ OR OCCEEDS THE DESIGN LOADS FOR THE WAND SPEEDS LISTED BELOW LOADS FOR THE WIND SPEEDS LISTED BELOW ACCORDING TO THE 2001 FLORIDA BUIDtNG ACCORDING TO THE 2001 FLORIDA BUILDING CODE 96 FOR THE FOLLOWING CODE0I1(I0N5 }95 FOR THE FOLLOWING CON�1) Y-ENCLOSED BLDG., HAS Y Ov �WIdrtNN 2)ONE. EDOOR )� HAS 3) USE WIDTH R OF BUILDING ANY 3 FACTOR OF 1. 4 ANY ROOF SLOPE, WINO SPEED(MPH) S 1 t0 120 i 130 WINO SPEED S t30 140 1 150 EXPmw LEVEL B a G 6 C B E%P06URE LEVEL B or C B C B MEAN ROOF HEIGHT 31Y 30' IS' 30' MEAN ROOF HEGHT 30' 30' 15' 30' CIOM 9uidn9 Produetx Cdnpa" AN RIII Rwrrn,l. The «.a+qwrionts depkted herein om Ow **W Abe rreeprodueod a " lar�ti�4hcxd Ns written porm ssom. DESIGN LOADS: +37.0 P.S.F. & —41.0 P.S.F. TEST LOADS: +55.5 P.S.F. & —61.5 P.S.F. ORIGINAL. DRAWINGS ARE SIGNED IN BLUE INK WITH A RAISED SEAL (EMBOSS). w z _O w F— N J F_ w U f Z 0 x a O Z Q � g SHEET NO. CAULK BETWEEN WOOD; $lJd( de MASONRY OPENING, BY QTHERS, INSTALLATION AN04OR 3/1$` DIA, TAPCON D; 41AZ4 CAULK BETWEEN WINDOW PLANGJ — wow a" ONE BY WOOD BUCK BY OTHER. CAULK'BETWEEN WOOD BUCK` `& MASONRY. OPENtNG BY OTHERS CAULK BETWEEN WINDOW FLANGE & WOW BUCK MITI .I�tt��� ® ,wr�1�1■�1e PERIMETER CAU[X^-,-" I saRTN'R[9wu w+n BY'oma?S WINDOW IMDTH EXTERIOR 1M AS 9WO CAULK BETWEEN .E NOTES)- SECTI ON 2 Wmbw FLANGE r- INSTALLATION ANCHOR WOOD BUCK 3/46 tHA,TAPCON SHOW d T 1 1 /4 MIN'. Q EMBEDMENT --I 24" O.C. MAX. F t 4r W . - WAil A5 #EO D. (SEE N43TES.) SM 14H01513j1%0 11aF824NTAL SLONG 9YINDOW SIZES TTT.(INCHES) DESIGN FRlESSURt co.A(jTY IN PSE M1D11T11iE1BtiT 24 x 12 —$0 24 x 24 —80 INSTALLAT& MCkOR 24 x 36 -80- 3/1,6• Olk TAPOON 24 x 42 -80 SHOWN. 24 x 4Ef. --80 BY'011-VM BY VOOD .. BY OTHER PERIMETER CAULK—� I BY O7HER 1/4" SIiM 7Yp� SPACE MAX: W FRAME "wow HEIGHT// f / WINDOW HEIGHT 6DOW SILL PERIMETER By olH" PRE CAST SILL_�� BY OTHERS SECTION 1 BUCK I '� HEIGHT I CAULK BETWEEN WINDOW FLAMGE & PRE CAST SILL WITH .VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL WINDOW WIDTH ELEVATION VIEWED FR04 EXTERIOR 24 x 55. 36 x 12 1 36 x: 24 36 x 36 36 x 42 36 x 48 36 x 55 48x1.2 48 x.24 48 x 36 48x42 48 x 48 48 x 55 60x12 60 x 24 60 x 36 66 x 42 60 x 48 60 x 55 72 x 12 72 x 24 2 72 x 36 72 x 42. 72 x 48, 24" O.0 MAX. 72 )c 55 GENERAL NO7E�S 1) SHIY , 2) VINr<fD 3) CAW ATTIC 4) CA" 5) DMGI 'iOlt. F SMALL 4i) DESIGI ACM 1N iA1 mu guest 9) v EZ -00 —80 —76 —64 -80 -80 -80 -74- -80 —65 —54- -80 -61 -49 -4.0 11►)U11#m AN6£)::Ct =ARAM ANALISIS & k"OR WANtti1+ t311113T A$TM 0300 MAAW. OF I I3 SCREW NUMBER 'OF 3111r , B TAPCONS' 130 MP14 .PARTIALLY REQ'0., IN FRAME RE:Q'D, IN. FRAME I- MMHMUM EMBEDMENT t 1 4" MINIMUM EMBEDMENT EtiCL rb BuiblNG HEADr2: AT EACH JAMBS HEAR AT EACH JAMBSS ,i`L.ASS SIZE BP LOAQ ItESiSfANtYE 2 2 2 2 2 9 3/4 x 7 5/8 - (SSB) 22 2- 2 2 9 3/4x19 5/8 -80 (SSB) 2 2 2 2 2 9 3/4 931 OA —:80 2. 2' 2 2 2 2 q 3/4 x 25[Il —80 (-SSB) 2 2 2 2 2 2 9 3/4 x 43;5/8 -70 %8 2 2 2 2 2 '� A 3/4 N 50' S -70 SSB 2 2 2 2 2 is 311 it 7 V8 -80 .(5SB) 2 21 2 2 2 2 15 3/4 x 19 5/8 --80 (SSB) 2` 2 2 2 2 2 15 314 x 315/6 =50 (SSO) 2 2 2 2 2 2 15 3/4 x 37 5/9 -50 (03 38) 2 .2 2 2 2 2 15 3/4 x 43 50 -50 (DSB) 2 2 1 2 2 1 2 2 3 x 50 5 DSB 2 2 2 2 2 2 113/4 x 7 5/9 ---50 --80 (SSB) 2: 2 2 2 2 2 21.3/4 x 19 5A -70 (SS6) 2 2 2 2 2 2 21 "V4 x 316/8 -50 (8S9) 3 3 2 2 2 2 213/4 x 37 5/1 -50 (DSO) 2 2 2 2 2 2 2! 3/4 x 43 5/9 —50 (3/16"; 2 2 2 2 2 2 21 3/4 x 50 518 —50 3 1 fi', 2 2 2 2 2 2 27 3/4 x 7 5/8 —80 (SS6) 2' 2 2 2 2 2 2T3/4 x 19 5/8 -55 (SSB) 3' 3 2 3 3 2 27 3/4 x 31518 -55 (DSB) 3 3 2 3 3 2 27 3/4 x 37 5/8 - 47 .(DSB) 3 3 2 2 2 2 27 3/4 x 43 518 -55 (3/16"; 2 2 2 2 2 2 27 3/4 150 Vs -55 3 16"' 2 2 2 2 2 2 33 3/4 x 7 518 —80 (SSB) 3 3 2 3 3 2 33 3/4 x 19 5/8 —49 (SS6) 4 4 2 4 4 2 33 3/4. x 3M 5/8 —50 (DSB) 3 3 2 3 3 2 33 3/4 x 37 518 —50 (3/16"; 3 3 2 3 3 2 33 3/4 x 43 5/8 —50 (3/16 3 1 3 1 2 1 3 1 3 1 2 133 V4 >< 50 5/8 1 -50 3/16" Ll TO EAG1i INSTALLATION ANCHOR PATH LOAD SHIM MAX. NIMHA*ALtW Sm 8 A7 11EA0 AND JANBSSHL MUST BE It im VULMA fib ADHESIVE CAL" OR APPROVED EQUAL IUNO`. aq OF WINDOW FLh1ICE RE BASED 001 PAAUON CAPACITY ONLY. DELI PRFSSJPES DEDETOMM PUt,ASTM--E1300 GLASS CHART AND W M FCR-OPM MT: %huwaa+IT OF 15X OF DESIGN LOAD APPLIES. POSITIVE D to .W ) PSt ME TO WATER TEST PREgg1fe OF'B.0 PSF 01N.WR CE RWE FIR (SPF) WQDO FRAME USNC !B SCREWS 0404."00" 099BLIENT WTI 111EE SUB.S'fRATE AS'SHOWN'ABOW AN W 0A LAW YAN00W W 0041M .00 MAS06RY.bPE7VR4 AM O 'PWMDE EMBEDMENT ENT IENGiM TO T4I MUM 1-7/4' How. W. CHAIL'7. BUT THAN 24' b.C. 1MT0 T LISTED IN AN04 CHART. 115E AWMW DUANTI7Y U57ED WTH NEKT LARGER SW. 01111 nr'd Teas, LP tWI N Gmbr Rd.•CcnolUt. TI I500S•?A. k%319OU•tk9bs.. TX 75381 ASSEMBLY DRAVANG SERIES 1480/1580/1590 HORIZONTAL SLICER WINDOW DRN, CHKO SCALE AR IP N/A REV: DATE B INSTALLATION DRWG !NAME 03/31/05 12/08/03 1481 SHEET NO. w 1 SHEATHING CAULK BETWEEN FiN BY. OTHER & SHEATING —+y I' ON, INSTALA " 1f11 [1_ EMBEDb1ENT ANCHOR PERIMETER CAULK BY OTH R FiN TiPE WNDOW FRAME HEADER, EXTERIOR. FIN TYPE WINDOW FRAME SiLL PERIMETER CAULK BY OTHER INSTALATION ANCHOR SHEATHING BY OTHER '1" MIN. EMBEDMENT SECTION 1 PI TYPl WINDQW JAMB WINDOW WIDHT EXTERIOR SECTION SHIN IF REWD. CAULK BETWEEN WINDOW FIN SHEAT(NG' 24" D.C. MAX.(TYP' 2 X'WOOD BY OTHERS CAULK, BETWEEN WINDt?W E{i+l Fc: SHEATHING 1"MIN: EMBEDMENT SHEATHINO BY OTHERS INSTALATK)N ANCHOR LPERIMETER ' CAULK BY OTHER WINDOW VkDH, EQUALLY SPACE ANCHORS (TYP,) ELEVATION VIEWED FROM EXTERIOR 6" MAX.(TYP) rS E1300 '4. x- 28 KX __ - - - - 16,,it 121/4 -:sa (S!SS) 18- x. 36. 108 109 2 2 Z. 2 2 3'- 16.i16 t/4 -60- (SSB) 18 x 48 83 83 2 2 3, 2 2 3 16 s it 1/i -80 iiSSB 1& x. 52 --- — _ -- - - - - is tt 24 1/4 -79, t � 18 x -60 63 63 2 2. 3 2 2 3. N't 2S 1/ -60 . (SSB) 18 >< 72 *a0 50 2 2 3 2 .2 3- 16 : 341/4 -49 ':(SSB) 24 x 2$ -- -- - _ - - . -. 22 x It 1/4 =-80 (SSB) 24 x 36 86 Be 2 2 2 2 2 3 i! x 1c 1/4 -80 (SSB) 24 x 40 73 73 2 2 3 v? 2 4 21: SSB) 24 x 52 - - - - - - 22 x a 1/4 -60 (SSB) 24 x 60 59 59 2 2 3' 2 2 4 22 x 23 T/4 -50 (SSB). 24 x 72 48 48 2 7 3 2 2 4 22136114 -60 (SSB) 32 x 28 -_ -- - - - - - 30 M 1/4 -60 (SSB)' 32 x 36 57 57 2 2 2 2 2 2 30 F 16 i/4 -60. {SSB)i 32 x 48 52 52 2 2 3 2 2 3: 30 tt 22' 1/4 `50` SSB) (DSB)! 32 x 52 -- - - - - - - - 3t t X 1/4 -65 32 x 60 46 46 2 2 3 2 2 4 39 x 231/4 -65, (DSB)' 32 x 72 40 40 2 2 3 2 2: 4 30 x 341/4 -50 (DSB) 36 x 28 - - - - - - - _. 34 x 11 i/4 -60. (=)jj 36 x 36 52 52 2 2 2 2 2 2 34 x 161/4 -60 (SSB) I 36 x 48 44 49 2 2 3 2 2 3 34 x 2Z 1/4 --50 (Sw) 34 x 24/4 -65 (DSB) 36 x 60 43 43 2 2 3 2 2 4 34 x 201/! -85 (Dse) 36 x 72 40 40 2 2 3 2 2 4 34 t.341/4 -50 (DSB) 44 x 28 -- -- - - - - - - 42 x 12-1/4 -60 (SSB) 44 x 36 41 41t 3 3 2 2 2 2 42 it. K 1/4 -60 (SSB) 44 x 48 40 40 3 2 3 3 3 3 42 x 22-1/4 -50 ((SSB)) 44 x 52 -- -- - - - - - - 42 x 241/4 _65 (DS8) 44 x 50 40 40 3 3 3 3 3 4 42 s 281/4 -65 (DSB)I 44 x 72 40. 40 3 _ _. _3 3 3 3 5 42 x 31 1/4 -50 (DSB)I 48 x 28 _- -- - - - - - - 461 It 1/4 -80 (DS8) 48 x 36 40 40 3 3 2 3 3 2 46 It 16 i/4 -50 (DSB) 48 x 48 4p 40 3 3 3 3 3 3 46 t it 1/4 -70 (3/16": 48 x 52 __ __ - - - 46 : 24,1/4 -70 (3/T6" 48 x 60 46 40 3 3 3 3 3 4 46 x 291/4 -60 (3/t6'. 4E x 72 40 40 1 3 3 3 3 3 5 46 It 341/4 -60 3 16" 53 x 72 40 40 1 3 1 3 4 4 4 7 51 x 34 1/4 -50 (3/16 GENERAL NOTES: 1) SHIM F REQUIRED FOR LEVELING j 2 WINDOW FRAME MATERIAL ALLOY 6063 33 CAUX BEHIND WINDOW FIN AT HEAD, ,511E be <im0s. I 4) CAULK FOR PERIMETER SEAL ARO11tZ EXTERIOR OF WNDOW FLANGE 5) GLASS THICKNESS MAY VARY PER.THE REQUI2D"TS.OF ASTM. E1300:GLASS CHART, IS;SNOWFI. 94511lAT)NG GLASS IS AASO.OUALFJ EGLAZINO S) WATER RES61'ANCE TEST REQUli1EM61VT OF 15X 0! DESIGN LW APPLIES, POSITIVE LOADS• IAU BE UM90 TO 40 P5F DUE Tt5 WATER TEAT PARE OF 6.0,PSF AI:MiE�FD IN TES% 7) MIt: ALLATION: TWFRAME WINDOW IN WO0D:FRAME: OPE!MQ0 "*T TWO BY WOOD Si11R5 US* .OGO. INM- DM NAILS OR-. #8 =KW OF StAVK J4T LENGTH TO PAOM1DE Mq4 1' ENBEOMENT MITD SJBUWTF- 8) IF EXXCT WINDOW SIZE IS NOT US7E0 iN ANOHOR. (KART . USE ANOi (7JANTiTY iISiED 161 y_7 a 1001 t p.&W U -&6rtvIkN TX 75A0 441 ,, Box IIIS= • DWW% TX 75361 ASSEMBLY DRAWING I SERIES 1 t 00/t 900/1970 94GLE RUNG WIDOW AR IP I N/A TFARR DATE DIE NUMBER 12/11 /03 B INSTALATION 1100 SHEET NO. W2 SHEATHING BY OTHER IN CHION ANCHOR PERIMETER CAULK BY OTHER . FIN TIPS FRAMEW HEADER (; EXTERIOR PERIMETER CAULK-/ BY OTHER INSTALATION ANCHOR FIN TYPE YAN©OW F JAMS CAULK $ETWNEEN FIN & SHEAT'ING 1" MIN, I--cu=rAkj k1r FIN TYPE µ FRAME SILL 1" MIN. EMBEDMENT SECTION 1 WINDOW 'MDHT EXTERIOR WINDOW HEIGHT 24" O.C. MAX.(TYP), WINDOW HGT, SHIM IF REO'D CAULK BETWEEN WINDOW FIN & SHEATING, 2XNOW BY OTHERS CAULK BETWEN' FIN A SEAM SHEATHING . BY OTHERS ' { i '\-INSTALATION ANCHOR PERIMETER CAULK BY OTHER WINDOW, WDH. O SPACE (T .) V MA; 1 .00 --I �, 6-MAX.(TYP). ELEVATION VIEWED FROM EXTERIOR COMPARATl1/E ANALYSIS &' TAPCON ANC OR ..,CHART Ali O�3 0 w.ficiow DESIGN P�iESm NQ: tIF 8 -S1m I ER AF f1�1;�7tkwt VMMT/HEIroHT � RE6. "—, � GC s sm pp SiZ; . iNf IE Gi1PACP IN PSF R Q$ �I fRAfaE o we ,ssT 113' x 28 xx - - _ - _ - Itz it 1/4 -80 (5§ 7S it 36: 109 109 2 2 2 2 2 3 14x16 1/4 -W 4 18 z 48 83 83 2 2 3 2 2. 3 16 31, 22 4f 4 -0 3$1 1S z 52 -- -- - - - - - - 1544 1/4 -70 IS x 60 63 61 2 2 3 2 2 3 1610 IIA -w- (p; IS x 72'. 5(} 50: 2 71 3 .2 2 3 16 x 34 1/4.. -49 (SS 24 .x 26 — -- - - - - - - ?) x 12 .i/+ -80:. (SS 24 x 36 Be 86 2 2 2 2' 2 3 .22 x 16 1/4 -80 (SS '24-)r 48 73 73 2 r 3 2 2 4 22 x 22114 -70 (SS 24 x 52 _- -_ 22 x Z41/4 -60. (S$ 24 x 60 59 59 2 2 3 2 2 4 22 x 261/4 -50 (SS 24 x 72 48 48, 2 2 3 :4 2 4 2Z t 3F 114 -60 (SS 32 x 28 -- -- - - - _ - _ J9 i 12. 1/4 -60 (SS 32„ 36, 57 57 2 2 2 2 2 2 .301C161/+ -60 (sS 32 x 481 52' 52, 2 2 3 2 2 3 30 x 2! 1/4 -50 S'S 32 • x 52 -- - �- - - - - - 30 x 24 1/4 -65DS 32 )g 60 46 46 2 2 3 2 2 4 30 It 291/4 -8S (DS 32 x 7Z 40 40 2 2 3 2 2 4 N x 34 1/4 -54 (DI: 36 x 28 - - - - - - - 34 It 12 1/4 -60 .(SS 36 x W.. 52 52 2 2 2 2 2 2 $ t 14 IA -60 (SS 36 x 48, 49 49 2 2 3 2 2 3 34 It 21 I/4 -59 .(SS -36it52 -- -- - - - - 34 x24 1/4 -65 (W 36 x 66 43 43: 2 2: 3 2 2 4 3412& 1# -65 (DS 36 x 72 40 40 2 2 3 1 2 2 4 34:34.1/4 -SO (w 44 x 28. -- -- - - - - - - 42 x 12 1/4 -60 {SS 44 x 36, 41 41 3 3 2 2 2 2 42 It 16 1/4. -60 (SE 44 x J48' 40 40 3 2 3 3 3 3 421221J4 -50 S$ 44 x 52 -- -- - - - - - - 42 x 24 1/4 -65 D! 44, x. 60' 40. 40 3 3 3 3 3 4 42 It 26 1/4 -05 (D? 44 x. 72- 40 40 3 3 3 3 3 5 42 It 341/4 1 -50 (D: 46 x 28.. -- -- - - - - - - 16 x 121/4 -80 (D` 48 x 36. 40 40 3 3 2 3 3 2 46 x 16 1/1, -50 (D: 48 x- 48 40 40 3 3 3 3 3 3 46 r 221/4 -70 (3/1 48 :s 52 -- -- - - - - - - 46 x 21 1/4 70 (3/1 48 x 60 40 40 3 3, 3 3 3 4 46 It 261/4 -60 (3/1 48 x 7.2 40 40 3 3 3 3: 3 5 46 x 341/4 -60 3 1 53 x 72' _ 40 40 3 3 4 4 4 7 O t 34 114 1 —50(3 GENERAL NOTES 1) SHIM IF REO'0' FOR LEVELING. 2 WINDOW FRAME MATERIAL ALLOY 6063 3 CAULK BEHIND 1MNOOW FIN AT HEAD .SILL .& JAMBS: 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR -:OF WINDOW FLANGE. 5) GLASS THICKNESS -MAY YARY_PER THE REOUIREMENTS 0E ASTM E13M dLASS CHART. SINGLE GLA21NO IS S1;0WNM, INSULATING GLASS I.S ALSO QUALM 6) 04M WATER RESISTANCE, TESTAEGIAPEWMIF OF 15% OF DESIGN LOAD APPLICS. POSITIVE DCX,k{,LOADS WILL BE UMITM 70 40.0 PSF DUE TO WATER TEST PRESSURE OF &0 PSF AQlE4ED 114 T4sT. 7) V4S[ALL7�TION Ftt4 FRAME 100ft IN WOOD FRAME OPENING V"T TWO BY Vd= STUDS USING .090 INW. OIA NAILS OR #B SCREW OF SUFFICIENT LE448TH .TO F`R0V10E M IKA' EMBEDMENT "T0 SUBSTRATE 8) IF EXACT DOW SIZE IS NOT L45TEb IN ANC+IOR CHART . USE ANCHOR QUANTITY LISTED WWA. WITH NEXT LUtdER;SVX- 'YLA JOB, fq4-222 YOOSEF LAVY, P.E }5rry CpNSULTING ENGINEER yXjT ■�ii1f'lkC LY- 9560 FOREST LANE, SUTE / 108 tODI M CroabT ild'- 6airo TX 75006 • P,R Bat 819022 • DaNds TX Mel, DAU AS. TEXAS 7W43 T: (n4)340-0049 F:(214)340-0067 ASSEMBLY DRAWING SERIES 1100/1900/1970 FE & HE SINGLE HUNG W 40OW ORN. CH .SCALE. AR IP N/A ALLOY TEMPER DATE DIE NUIVIDER 5/25/04 BI 14STALAADN 1100 SHEET NO. ,Vl 1 1934SASH S19E. `mu ODOM fill C6tAJC oDOD 11N-- -I' Extedor —19g6 dA6B CAUL[ Horiwntm PIMO E7ER CAtA.X- SECTION 2 section BY 01" " s� g2 X 11000 'ASIxt -a. BY 0111m ®R SONt1XN C CNUt,X'-WMD FIN 19310 WAD Ply4mE ER CAUIJC 1907 11XE0 RAN. BY olm . �2959ICCKRAIL 12" O.G. Vortical' MA)C.(TYP).. � $90"On mom Hapff WINDOW WD.H. I 2 EQUALLY SPACE 101 ANCHORS (TYP.) f. Y 6' MAX.(TYP) Extidw 1 ( 6"MAX.(TYP). ELEVATION SECTION 1 MEWED FROM EXTERIOR KOM AIF 9P 71 PAMA�E:NW19S Y mm. C1YtTOW Nm �1L 11m 1MLL It "All no A5T6f ET30Q t AR040t 96 own M M6 or allso am a 130 M , PARSAI Y aw R> 9i 1" A TAAW Rw4m " MAW oES ate: apAt7Ts; r +t 0*0 bJemilba- 1-lyr w6a m voe mwr EgLOsEg, M".* w �u AT 01M HEAD Stt T EAGI GLASS SFZE DP, LOA ) tl 4s 4"4AM .. RESISTANCE `36 X 36- -�89 2 2 2 8 6 4 16 i 16 1/4. -30 ) 36.)c 44- -19 3 3 :2- 7 :7 - 5 16 -"-,1/A 180 (558) 36 X 46 -a0 3 3 2. 7 7 3 16 a 221/4 -a0 (MR) X X 52 =E0 3 3 2 a 5 5 "'x 24 1/4 -70 (sss) 36 X 40:; -a8, 3 3 x- a a,6 16 x 25 1/4 --so cam) 36 X 22': 3 3 3- 10 fly a. 1S x 34 1/4 -50 48 X 36 3 3 2 a a 4 22 - 16 1/4 -80 (SB) 48 k 44 -04 dd00 3 3 2 9 9 5 z2 r 19 1/4 -20 (SSB) 48 X 48 -80. 4 4. 2< to 16 6 22'1% 22 1/4 -30 (S98) 48 X'52 -88 4 4 3 10 0 7 22 x 24 1/4 -70 058) 48 X 60: "A. 4 4 3'. 11 11 6 22'x 25 1/4 -60 (SM) 46 X 72 - -411_ 4 4 1 1 10 10: a 22.x 34.(4 -50 S56) X 36 : -80 3 3 2. 9 9 4. 26 x 16 114 -80 SSB) Jib X 44. -80 4 4 2 11 11. - 6 20 x 19.1/4 -70 (WO) $4 % 44 -84 4 4 3 12 12 7 26 c 22 1/4' -70($S8) 56 X &2 -8Q: 4 4 3- 12 t2 7 2E x 24 1/4 -60 cm) =56 x 60 -,a 4 4 3 12 12 a 28 g 28 1/4 -50 08) 38 X 72 --94 } 1 4 3 11. v 8 1 2d x 34 114 -50 (058) 80 x 34 4 4 3: 10 10 5 28 k 16 1/4 -50 (SSB) 50 X 44 -a6 4 4 -x: 12 12 6 25.19 1/4 -60 (^sW) _ 60 X 48 -80 S 8 3- 13 13- 7 23 x 22 1/4 -50 (50) 60 X 52- -79 5 5 3 13_ 13. a 20 x 24-1/4 -50 (SSB) 6p X 60 -66 4 4 -3. 12- 12 a 28 - 28 1/4 -50 (OW) 60 X 72' -52 4 4 3'_ 11 it 6 28 c `4 t/.4 -50 (930) ,66..X 38- -90 4 4 '2 12 12 5 31 x 1a-.1/4 -60 S56) 36 X 44 -77 5 3 2 13 13 6 3/ x IS 1/4 -50 (SSS) 86 9 48 -T4 5 5 3 13 13 7 31 x 22 1/4 -50 (SSO) da x 52 -72. 5 5 3 14 14 7 314 24 1/4. -50 (S58) -ta x 60 --91 5 5 3 13 13 8 31 x 28 1/4 -50 (OSB) 86 X 72 1 _48 4 4 3 12 12 6 31 x 34 1/4 -50 COW) 72 X 36. -77 4 4 2 13 13 5 34 x 16 1 4 -70 OM) 72 X 44 -as, 5 5 2- 13 13- 6 34 x 19 1/4 -60 (DW) 72 X 48 -.65 5 5 2 13 13 5 34 x 22 1/4 -50 (OW)72, X 32 -63 5 5 3 13 13 7 34 x 24 1/4 -50 (D58) 72 x so' -58' 5 3. .3 14 14 a 34 - 28 1/4 -50 COSS) 72 x 72 -45 4 4 3 12 12 6 34 x 34 1/4 -45 (D58 86 x 36 -59 4 4 2 13 13 4 42-16 1/4 -50 (DSO) 86 X 44 -52- 4 4 2 13 1.3 5 42 x 19.1/4 -47 (D58) 88 X 46 -40 4 4 2 13 13 5 42 x 22 1/4 -.46 (DSB) Be X 52 -47 5 5 2 13 13 5 42 x 24 1/4 -70 (311C) Be % 60. -43 5 5 2 13 13- 0 42 x 20 1/4 -70 (3/,6`). ea % 72 -40: S b 3 /4 14 8 42 x 34 C 4 t6 -80 3 ' GENERAL NOTES: 1) S" AS REWIRED ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/41'. 2) WINDOW FRAME MATERIAL ALLOY 6053. a)` USE CAULK BEHIND. WINDOW FIN AT MEAQ. SILL. Ao JAMBS. 4),,VW CALRX FOR PER)METER SEAL AROUND EXTERIOO OF VWNDOW FLANGE. S-) DESM PRESSURES. S140M ARE BASED ON UULL16N CAPACITY ONLY. DESIGN PRESSURES FOR GLASS TWOCNESS MUST BE:DETERMiNED PER ASTM E1300 GLASS CHART AND THE SMAL).ER VALUE MUST BE USED FOR DESIGN. 6)' WHERE WAAR RESISTANCE TEST REQUIREMENT OF 15x :OF DESIGN LOAD APPLIES, POSITIVE 'DESIGN LOADS VALL BE La1hTED ER TO 40:0 PSF DUE TO VATTEST PRESSURE OF 6:0 PSF -ACHIEVED, IN TEST. 7) 1IJ57'ALW)O)t FtN FRAME tAINDOW W .SPRUCE PINE F>tt (SPF) WOW FRAME OPENING 51ATH TW(1 BY WOOD STUDS, USING OA13-0 NAILS.OR fB SCREW OF SUFFICIENT LENGTH TO PROVIDE MINIMUM E7ABEOMENT INTO SIJBSTtiJ►7E AS SHOW.ABOVE INTABLES:; 8) IF b(ACT W046OW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY` Usm WI'M NEXT -LARGER SIZE. SHEET NO. W4 SHIM AS :REVD (SEE MUTES), ENE BY 'fib : BUCK BY 4THER INSTALLATION ANCHOR, CAtA►E BETWEEN WINDOW FI ANfE WOWS B( CK CAULK BETWEEN WOOD SUCK. & / MASONRY OPENINO BY OTTERS 1 1 4- MIN. 404KDMENT PERWiET'LR CAULK BY OTHER FR—AiAE� FI: EXTERIOR BUCK HEIGHT FLAN SILL BBY OT ER a PRE CAST SILL BY BYOTH&RS CAULK BETWEEN WINDOW FLANGE & PRE CAST -SILL WITH' VULKEN t h 1 116 . AD14ESiVE CAULK OR SEC TI QN 1 APPROVED EQUAL ONE BY. W(>L31i 8UGK BY 60iEK - such HWDTH 1 1. ' FLANGE, TYPE SHIM AS REM JAOWW.FRAME (SEE h07ES) LM)STALLATKIN Q ANCHOR PER! fER CRACK CAULiv:BETWEEN 'BY OTHERS WOW .BUCW & WNDOW WIDTH MASONRY OPENING BY OTHERs EXTERIOR WMNDpW HGT. GENERAL - NOTES: 1:) SHIM AS REQ'D; AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SFIwj MAX-. ALLOWABLE SHIM STACK, TO BE 1/4` 4 WINDOW FRAME ".MATERIAL ALUMINUM ALLOY 6063 4) 'CAULK BEHIND WINDOW FLANGE AT HEAD 'ANU JAMBS,SILL MUST BE ATTACHED. TO THE SUBSTRATE NTH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL 4) APPUCATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WiTH SEALANT MANUFACTERER'S RECOMMENDATION 5) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF YINNDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300-CLASS CHART SINGLE GLASS IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. CAULK BETWEEN WINDOW FLANGE WOW am SECTION - 2 ELEVATION \4EWED FROM EXTERIOR 1E ,K 2 G c(NdPAR}4I VE ANALYSIS & TAPCON ANCHOR LOCATION CHART ASTM` El3OO. CALL WMt 466W DESIGN PRESSURE TAPCON AN60 LOCATiON SIZE SIZE (NCHES) CAPACITY IN PSF t[)G/iTION�S hP LOAD 11 19 1/8 - x 26 -20a A.0 FAJ4d 13 19 1/8 x 38 3/8 -193 A.0 F. 6.H:i' u tp t >4> C —So P*w 14 19 I)% tc 50 8/b 194 A.0 F.f w 161A4 x 23.1A11 -ea � 1444 19 1/81c-544/8 --150 AC F4Nd M, t231JR �' kml 14+5 18 1,& x 55 3fA -147 A;C FAJU » it 4 23.1AK 70. (%0) 1 15 tp 1 /8 x 63' -i32 AC O.E, .&u /f t 2l1A/ N413344 -w S50 !$ i9 1/8 -x 72 -118 A C ti,H e&u 1i. x 33 44 -55 fl58 17 19 i 8"x84 -104 AC 0££.C.HI 160t31 -56 ow 1$42'" 28 1/2 x 26 -136 /SC F,C,HJ 1/Zrst13j4 -80 (ss$) 1N3 tf2 x 38 3/3 -102 A.c FG,HJ 21 ifi if fs u -80 (S56) 1144 26 1/2 .x 50.,5/8 —10i AC. FA11J 231A! x 231Ati IR4+4 26 1/2 x 54 6/8 -100 A;C F OC U S iAt x A TJ4 -70 {S� 10+5 26 1/2 x 55'5/8- -100 A;C F.,O,HJ 231A' zs-#/M �-70 (SSg) 1445 26 f j2 x 03 —91 A.0 -. FAM3 is 0 x S 0.. —55"� (SSO 1H6 28 1/2 x 72 -79 A.C' F G H I 33111 x 31.301, -0 (458) 147 1 25 1/2 ■ 84 -86 A,G F,G,HJ )A op Sa' 30x2 .30, 1/2 x 26 -113 A.C.FAI41 21 V2 t Po 3jk -80" )30x3 30 1/2 x 38 3/8 -98 A.0 F.G.HJ D IA ■ 1115Ax -55 30x4 30 1/;• x 50 3/b -78 AC - NJ'211A2 x VIA -5030�t4+4. pal; 30 1/2- :x 84 5/8 -» A.0 FO.HJ Zl'1A2 r 21w -4930x4+8 301/2- x 55 5/8 -76 AC F.G.W n V2 i A V* �-42 - ; 30113 f 30 1/2 x 63 -76 A.0 F,G,HJ A Ih; 21 V/ _50 (0m) 3" 30 1-/2 x 72 -71 A,C F.CHJ 271/2 w 333A -50 (DS8) I 3Ox7 1 301 2 x - -59 A.0 - FAX 271/2'x32 3A4; -4W (DSB)" i 22 37 'x 26 -69 A;a; F:C.HJ 34 i t03/4 -80 (53B) 23 37 x 38 3/8 -67 A.0 F.G74.L 34 is" -55 058) i 24 3? X 50.5/b -57 A;C F,GAJ 34 t avw =-SO (S3B) 24+4 37 X 5+ 5/8 -55 A.0 F.C,14j 34 x 35 I/is -49 (S56) ! 24+5 37 X 55 $,/8 -55 A.0 A;C F.GMJ F,G:NJ. 34 t 23 4/K 341211/1 -49 $SB} -Sp. 25 26 37 X 63 i 37.X-:12 -53 -52 AA 17.15,03 31 t 0:0 -50 DSB} 27 37 "-X 84 -52 A.0 F.L,Hi 34.4314, -40. (DSB) 4226- 42 X-26 -49 A.0 F,C,HJ 30 x t03/4 -80. (558)- ; 4238 42 X 3A -.3/6 -40 AC F.CJU '31 t it15/11 -55 (SSQ) ..1 4250 42 X 50 5/8 -40 A.0 F.G KI 319 231 4 -50 S(SSBjj 494+4 42 X 64.5/8 -40 A,C F.O,H,t a1 i 231/T1; -49 CSSO) 424+5 42 X S5 5/5 -40 AC F.C.HJ 31 t 23 !/K -44 (SSB) i 4263 42 X .63 -40 A.0 F C,HJ 31 t 24(4 _Sp Oss) ; 4272 42 X 72 -40 AC F.GJU ) i 33 3/4 _S0 tDM) 4284 I 42 X 64 I -40 A.c F,Q,MJ 332 * 7/4 -44 (O56) 1 4826 48 -X 26 -49 A.0 'F.G,HJ 45 1163A4 -4$ 0%) 1 481w 48 X 38.3/4 -40 AX FC.RJ 45174,WH -56 (OSB)- i 4860 48 X 50 -5/8 -40 AC F C.NJ 45 x 23 t/O -50 .(3/16') 48i+i 48 x 54 5/8 '-b A.0 F.GH:f 6 s 7S f/16 -50, (3%167 484+5 48 X 65:6/8 -40 A.0 F.G.H,i 6s>S/A1i -50 (3/367 486.3 48, x 83 -40 A.0 F:G,HJ 16 t 211A4 -43 (3/15' Z 4A X 72 -40 A.0 FAA 46a 3T -46 " 32 t 53 7/8 x 25 -40 A.C, F.QU N IA s 1/ 3A, : -6S (S58) 33 1 w 1%B" x 35 -5/0 -40 xc F.WU 50 t/drH 13.1N -30. (09B) 1 34. s3 ,/8. x 50 5/8 _,b A,C F,G,NJ 51 tj! it 231/>! SG. �/W i 34+4 531/13 x 54 5/0 -40 A.C_ F,G.HJ wlAix2S 04 $0; Ss/16'}.i 3445 53 1/$' x 65 5%8 �g A.0 1,1110i -41/14 E FfN 50 {3/187 I 30 53 1/B X 63 -40 A C F C,N 1 011A1► 211A 36 53 1 8 x 72 -40 1 A c f.1l,HA 4I)s i 38 -46 ( 8. Nl1Ec 1) 1HE AWW ARE! POSTIYE AND NWAnW STWJC7LRA. OESiGN LOOS MM COI{PARAIM AWA0= At HA1IE NOT FEIL B.CAPPED BY I�IH.TS OF WATER PEWPORMAHCE TES191G. WHERE"1HE WkIM-RESISTANCE IM -REOANDAW OF 15R OF DELI LOADS APPL3F.& PMIM DESIGN LOADS 114LL BE L907M TO 40.0 P5F' OM To WATER TEST PRESSHRE OF 6.0" PSF ACHKYM Oro TEST. 2) WSTALLATIOIIt F1 AN4E FR , "NOW IN CONf7iETE OR MA50NR17 tIPiT4MG USE 3 6'. of k TAPCpN A11CIiOR OF 51'1FFIdEHF LENGTH TO PRONOE 16N.1-i/4 ENBEOAIEHT INTO Sl)B51NJ1TE. 'CHART; .. AT. TIONS S?4DYiN t1N 3) SEE FIEYAT)ONS FOR KEY TG T�1pO0N LOCA= 4->F.EXACT Wp400W SIZE 2S; N0T LISTED N .ANCHOR *WART, USE ANCHOR-OUANiiTx LIM MATH NEXT LARGER S¢E „FOR IIIE AQPROPJt1A7E •DESM -PRESStM REO'0; Loin V. 4 ► K-tanike, It 7m-PA la 6t9O2.0im. T1( Am ASSEMBLY DRAWING SERIES 1450/1550/1570 SINGLE HUNG-"NOOW ORK. :GILD SCALE 1 AR IP N/A ALLY larm DATE SNE NUMBER 12/OS/03 B iNSTALAT10NF1 T450 j c 3 n SHEET NO. W5 ONE BPM BUCK CAULK BETWEEN tA1NDOW FLANGE do LNO6D BUCK PERIMETER CAULK BY OTHER - EXTERIOR WINDOW F3tA3 SILL. PERIMETER BY OTHER SHIM IF REVS Rt1STALLA't M ANCHOR. CAULK BETWEEN WOOD SUCK & MASONRY .OPENING BY OTHERS 1 1) 4` Miry. Q E'NSEDMENT SHIM IF REQ*D. BUCK HEIGHT grY W aY ooim Bu.EK. Ob-r1- - tEut l�MIN. FLANGE -I*t 4aW FRAME . SHN1. IF REM). 4 _ I e PERIMETER CAW__ j BY OTHERS �--- WINDOW WIDTH EXTERIOR SECTION 2 VAH O e�GE WOOD BUCK W PRECAST 9LL /' BY OTHERS CAULK BETWEEN WINDOW FLANGE & PRE CAST SILL WITH VU XEM tAWR TIED WALUX O H SECTION 1 �. GENERAL NOTES: 1) SHiAM 1F REQ'D. FOR LEVE N(;. 2) WINDOW FRAME MAIERIAL ALLOY 6063 . 3) CALAX BEHIND WINDOW FLANGE AT HEAD AM :JAMD'S. ELEVATION 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE VIEWED FROM EXTERIOR 5) DESIGN PRESSURES SW M ARE BASED ON MULLION CAPAO-TY ONLY PRESSURES FOR GLASS THICKNESS MUST BE DETERMINED PER ASTM-13W GLASS C14MT AND THE SMALLER VALUE MUST BE USED FOR DESIGN, 6) WHERE WATER RESISTANCE TEST REQIWMENT OF 15% OF DESIGN LOAD APPLIES DESIGN LOAD WILL BE uYITED-TO 4(LOO PSF DUE TO WATER TEST PRESSURE OF 60.0 PSF ACHIEVED ON TEST 6) INSTALLATION: FLANGE FRAME WINDOW RI CONCRETE OR MASONRY "ING USING 3/16" TAPCON ANCHOR OF SUFF)CIEMT LENGTH TO PROVIDE IiWA M 1 IX Ea(BE[1fitENT INTO SUBSTRATE AT LOCATIONS SHOWWN ON (MART 8) IF EXACT VANDOW S+ZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUA14M LISTED 97H NEXT LARGER SIZE, 0 K G COMPARATNE ANALYSIS T,APC AN : OR LOCATION CHART A;STM 3.3t}0 tALJ- IMNVOW M9GN PRESSURE TRPOQN MD.0 L CATION Da srzi: S14 `(IN`CNES} C+1PAG1T'(m P�6 LOCAT}ONs EN GLASS SIZE HEAD F iZ t41/8 C 26 -2A4 A.0 F.C:HJ M 1A x slA -�0' 13 19 1/Q x 38 3/8 -193 AC F.GAI t61/I k W IS/16 ^80 14 1$. M/8 x 50 5/0 -ills IyC 1 _GJi;I Rip 4 23 V5 -8t} � ifl4 to I/ x:S•5/0 -tSC AC FCH1 %i/1x75v# iill5 to t/A x 55 6A -147 AC F.GHJ 0-1/1r,251/I¢ AS . 19 1/6 x 63 -142 A:C DXX IS. H.t Is IA x O'lA -55 (ssB) 16 tq 1),8 A49 -119 A.0 D.F-F.C.HJ * t/1433 3/4 -55 fD 58j . 17 i4 1 ' 84 -106 A.0 I%LF c'H I 114111CRIA, :-So (p58) t H2 26 '1/2,1u 26 -136. A,C F,C.HJ 23 tft f t0 3A -80' ($40) 1 H3 26 1/2 :x 36 3/S; -j04 AC FC.HJ 131A s 1115f1► --bo (s w -=-80 1144 26 1/2 x 50 5/9 .-11* A.0 F GP J 231/2 s 23'1/11 {5$B 0H4#i 261/2 ; w 54 5/8: -100 A.0 F G NJ 23 t/2: 251/�4 -70: (sm) 5444•5 26 1f? x 55 5/8 -100' AC F.G.HJ 211/1x 25!/N .-70 (SSB) IH5: '26 1/2 - j(43 -9i AG F.C.HJ 23lAx 29IA -S3. (sg). ow 26 1/2 x 72 -71}' A C F.6.HJ 211/9 x 33.3/i -55 t14Z 28' x -66 A.0 F.C.HJ 231/2 x 313A -50 30la 30 (/2 x 26. -113 AC .C.NJ F 1/t a t0 3A -80 30x3: 30 IA x 30 3/0' --89 A.0 FG.HJ 191/l x 4 t5)16 30A4 30 1/2 x 50 5/8' -78 MC F.GAJ 211/2 x 231/t6 -50 SSB 30w"4 30 1/`2. x 54 5/8- -77 AC FG,H 1. V /a m It$ JJM _'- 3O x4+5 36 1/2- R 55. 6/8 -76 A.0 FC.MJ V 1/2 M 259M -49 (SSB) 4-M6 30 1/2 x 63 -76 A.0 F.G,HJ V lAi.291A -50. (06B) 3" 30 1/2 x 72' -71 AC F:c.H.1 V IA x 33 314 -50 (PSB) 3(3 x 84 -59 A C FG HJ 2i 1/2 x 3! >A -4y DSO) 1 22 37 X 26 -59 A C F.C.HJ 34 t ID 3/4 -80 (S5B) ` 23 37 X 36:3/6 -67 AX F.G.HJ 34 s 10 IS/K -55 (Sw 24 37 X'b0-5/8 -57 A;C FG.HJ 311131/16 -50 SShe3 24t4 , 37 x 34 5/6 -55- A.0 F.G,HJ. 34.x 251/Il -41) 24+5 37 X 55 5/5 -55 A,C FG.HJ 34.2 2511/K -49:( ) 2 37. X B3 -53. A.0 F.G.HJ 341 201/4 -30'- f } 26 37 X 7$ --52 A.0 FG,HJ k 1 S1 J/4 _go (D�) . 27 1 37 X<84 -52 A.0 F.G.HJ 34 s 39 3/4- -49 (tr58) 4226 42 X 26 -49 A.0 F.C.N.1 N x 10 3/4 4238 42 X 38 3/8 -40 AC F G.HJ ax 16.0m -55 (SS8) 4250 42 X 50.5/0 -40 A.0 F.G,HJ 30 s 231/6 -50 (55B) 4241.4 42 X 54 5/8 -40 A.0 F GHJ 31 1 251/0 -49 S5B 424+3 42 X. 55 6/8 -40 AC FC.HJ 31125 25 P i -49 (SSB) 4263 42 X ,63 -40 A.0 FC.H:I 31 x 21 tf4 -50 (pSB) 4272 42 X 72 -40 A.c F,G.HJ 39 x 33314 -50 (VA 4254 42 X 84 -46 AC F,G.H.1 32 x 32 314 -49 DSB) "a 461 26 -44 A.0 F,.G.HJ 45 x t0'3f4 -65 (5S8) i 4636 ( 48 X 38 3/6 -40 A.0 F,C.H.1 46 x %15/H -50, pse) 4860 40 X 50 5/8 -40 A.0 S.C."i 45x 231/4 -50. (3/18' I 4&444 46 X 54,:3/6 -4Q A.0 F.G.HJ 45 x 251/16 -50 (3/16-)}.:1 484+5 48 X 55' S/$ -49. A.0 FC.H,t 45 x 2S 0 -4 -30 (3/161 i 4n63. 48 X $3 -40. A.0 F.C$j 43 s b 1/4 -45. (3/167) 1 4472 48 X; 72 A.0 F.C,H.I 45x33 4 -4S. (3,AW) 32 0 1/8 x 25- -40 A.0 FGJ4J W I/6a 10 3A -65 (S58) 33 53 1/a'.x 38-$18 -40 A.0 FC.HJ 5§ orV WW =50 (D'S8) 34 33 1/8 x 50 4/8: -40 AC F.O,HJ a 1/92 231/N -30. 3/1 ( 01: 14+4 53 7/8 x 54 5/8 -40 AC F,G.HJ 601A x 251f16 -50 3/1 .134+5 53 IA X. 45 5/8 -49 A.0 F.C.H.F 501/1 x 23 0/R -50. c'15 53 t/8'X ": -40 A.0 -F.G,H.1. S lAxN 1/4. -45, (3/16) • I C 470x. Ii iWl M. Do*) IA • Cmea614x U ?M • PA 0s 109022.046w. TX 750 ASSEMBLY DRAWING j SEWS 1450/1550/1570 FE & HE SINGLE HUNG NINDOW CHKO sCAF AR IP N/A ' ',VA-x DA7E pp ME NUMBER 05/23/04 p I INSTALATioN 14501 SHEET NO. W5 �TWO BY ANCHOR7r 3/6DN. TAPOON ` fY OPIENINGt f3-1/r OC MAX BY KQ SCK � AS )09Y WM 01119" /0 2 X 8 0R WOODOPEI" r"CBy DUCK fr 9EI!WllN MASONRY BY OTHERS am BL/CK 8Y Ot1tERS 4 GLAZIK (SEE NOTE 16) . 4 (SENOTES] SNP AS REOD 4 (SEE NOTES) 4 �1 f 1-1/a• Y I EAf8ED1ptT STUCCO BY OTHERS 1 /4' MAX SHIM SPACE PEtbimil TER CA"A OTHERS, s BY OTHERS DOOR FRAME DOOR STUCCO — BY 01HERS HEAD DfUIR WEIGHT DOOR "DIN - (SEE NOTES) 1-1/4- ILK -4 INST _ 1-tT CALL DOOR SIZE & SIZE IN 11 OPMASONRY OPEN" BY ortm CONFIGURATION INCHES Gm m USX. XX 6068 )A OX. XX Go X 80 72 X 80 A 10068 X% 014 UDC 5090 X06 OX. XX 80a0 xO6 OX. XX 120 X ao so X 96 72 X 96 BOND )a ox< xx 96 X 96 TWO BY WOOD aUCIC ANCHOR 31W VA. mom E �& \13-1/r QG. MAX. BY OTHERS t, WSTALLATM D ANCHOR is SCREW CAULK BE71M 'W000 11" At MArY OPENING 8Y OTHERS -1/4- MAX SWIM SPADE SECTION B-E 2BY6OR 2 X 8 MOOD BUCK BY OTHERS (SEE NOTE 16) _AT10N ANCHOR CHART 3 is 1*0 T N�SILL 1EJIR J EX i W 46 PW of PW UP TO 46 PSF 61 PS UP W MOO Ti0 70 45 PW T10 60 7070 701 11+ PW.OR PSF DP DIS PSF OP PSF OF DI 3 3 3 3 3 3 4 5 S 5 5 5 6 4 3 3 S 4 4 5 3 S 6 _ 6 70 PSF OP 75" OW ; 906a OX0 vl-y4 R EU loll -sip X 80 a a a a .+ d a $ 6 .. 7 T 4 a 5 12068 OX0 143-3A % 80 7 7 ISO" ONO 181-3A x a0 9 10 It 9 Z 14 4 S 7880 OX0 91-3/4 X 96 5 S 5 5 S s 6 6 9080 OX01 109-3A X 96 6 6 6 6 6 7 5 6 120110 OX0 145-3A X 96 7 a 9 a 1+0 12 6 6 15080 am 1- 9 11 13 10 13 16 6 9068 XLX --s/w x 00 106-0pt X 8o 5 S 5 5 b a 3 a 5 6 p 4 5 12068 XIX 142-Mo X 8D 7 7 6 7 9 4 S 15M 3*X 1711 *.AG X 410 a 10 11 9 12 14 4 S 76M XIX 88-" X 06 5 5 8 S 5 S a 6 901110 XIX 105-9p X 96 5 5 6 5 6 7 6 6 12040 X0C 142-9/H4 X 96 7 a 9 7 t0 11 6 6 17"A4 % 96 a 11 12 to 13 1S a 12068 OXXO, )O= 144-SA X 8800 7 7 9 7 9 10 4 5 ISOM MOCM XXXX 192-5A X 80 9 it 12 t0 13 t5 4 5 IOOW OXXM XXXX 120-*A X 96 6 6 7 a a 9 5 6 12090 OXXO. loons t44—" X 96 7 a 0 a to It 6 a imim r►YYn YY1HY tal—nm Y OR 9 12 14 11 14 V a a CONCRETE OR 11 yj III tF! CAUL BUCK tkh MASONRY OPEN 8Y OltlERS ry MAS•Y OPEf LNG 8Y OTtBJiS OR MASONRY A O ' 4 ��A Gdl'RY ail ,N V LIBERALLY APPLY GUYLKLNG p EMBEDMEENNT HOOK � DOOR d d d 8Y OTHERS (UNDER SILL OR SET SILL IN HOOK STRIP 4 BED OF CONCRETE v Q -Q d SECTION A -A INSTALLATION ANC*NOR d _ 1-1/e MN. mm 3/16' OVA. TAPCON d EMBEDMENT 1) 00011 MATMAL" ALIAM" ALLOY ON3, 2) TAPOON TYPE INSTALLATION MCHORS O 9U. MUST BE OF SUFROENT LENGTH 70 ALIHEVE UIK DAMUM OF 1-1/4- WTI) MASONRY OR CQCAVE. a6 SMEW OWALLATM ANQM MUST BE OF SUFf1QE O LET+ M 70 A*WW A UK N10 T111D BY tiIDOD BRJC7L L]NeWMEt41 DF t ALWI NATt TAPCON NSTILLA71011 ANCHORS FRONT TO SACK N FRAME SILL 4 UK CAULK FOR PEf WfM SEAL AAMIO DCT4 = OF ODOR 5j)jj E VEACT o00R S E B NOT UU310 N INSTALLATION ANCHOR CIART. USE ANCHOR GUANTVTT LUSTED VAIN NEXT LARGER SM FOR THE APPROPWATE DEPON PNES UFf F"'& i) FOR POCKET ODOR DIES LOW QA5E37 a7PASS DOOR SZE * COl ROMATON 10 iON94M OPDOM y} NSAA1131 OU = SFOW SINGLE QAZ G ALSO APPROVED. MLPPR1ED QASS ROMM MAY VARY Pq RE0UFM*)415 OF AM EIJOO *A% CHARTS -7 6) ALL FACTORY APPLIED HHOLi.S NOT OC MIM FOR TAPCON MICHM SMU 8E FILLED " IA SMELTS OF SNFTCONT U CIN 70 PRGYIOE W L 1• EMBEDMENT MTO TOO BY WOOD 8= 9) AM / SLL 0010EAS ARE TO 8E SEALED VATH A SMALL JOINT IiTcAN SEALM 10) SN7M AS RED. AT Ell SET OF INSTALLATION/ ANCMORS VI1H LOAD KAMM %%L MAIL ALLOWABLE SW STACI( TO BE 1/r. I) E 'XALL NSTALLAIM ANOHOIRS MUST BE MADE OF COAROSTON AESLSTA�HT MA7EFIALS 13 IIHI R 4 P REPRESENTS NOVNC PANEL AND or REPRES7i m A70D PANEL APPROVED OO1#00tAT10NS ARE AS GLAZING LUSM ON NSTAtLATK1N CHART. (SEE NOTES) 13) NOT ALL OONFIOURAApUS LUSTED ABOVE ARE W1 W ON T14S ORATH 4 NOVEVER NSIALLAII(N SEUmma 'A -A . $-S• 4K NOON STRIP OCTAL APPLY TO DWALLATION OF ALL AM40VIED CONFWAXA1fONS 14) MAX ALLOTTASU SPACING K7TEp1 TAPCON M0040 M N FRAUE SILL. TO BE 24' O.C. SLIDING CO.ASS 13) "ft 420 SLOING MASS GOOK 4 WOW THIS PANT AM APPLES TO 430 • 440 S NEE. DOOR INTERLOCK n) bM OR = ■= MAX TO BE SEW NLY FAS7ENE0 ro TL1AN9U THE LOAD 70 THE MASONRY. CONCRETE CA 0114ER HOOK STRIP DETAIL SIAUCILLAL SLBSMAX. 17) OMM PKOSSUPE CAPACITY OF PRKOUCT TO BE 35.0 PSF. ---- DOOR WIDTH A� R NT A EXTERIOR ELEVATION STUCCO *4rXr3rfT =Ff! BY aTHtLs ?s CAULK BETWEEN-10". • /►' ,!,� �.—WOOD A SLUNG � y�• �+ t � FCLASS DOORNS7P • • i IODI WT. IM • CaTo1bA. TI 75006 •PA. Lac 6{9012 •DabL, TX 753<f1 • two. • S 4 • e IRA"m Of9L/•PDM INSTALLATION ANCHOR ' �4 SERIES 420/430/440 SLIDING GLASS DOOR 3/1C DNA, TAPCON '� f iA� , W i� INSTALLATION DETAIL WITH TWO BY BUCK IN MASONRY .L� L»u.1 IY awl), lw TKA:F �`+� F`' • .•` BB N/A GEN--0027 �r�PBlrII1t41t5 112/0,3/02.IB ` DOLOR UAX "a "^am rwmw 4fl1 1•f00Kw 10909wow w__ -_ w _ . - — a __ ► -1..urn.• __ — —1 — ..r....— SHEET NO. ---- DOOR WIDTH A� R NT A EXTERIOR ELEVATION STUCCO *4rXr3rfT =Ff! BY aTHtLs ?s CAULK BETWEEN-10". • /►' ,!,� �.—WOOD A SLUNG � y�• �+ t � FCLASS DOORNS7P • • i IODI WT. IM • CaTo1bA. TI 75006 •PA. Lac 6{9012 •DabL, TX 753<f1 • two. • S 4 • e IRA"m Of9L/•PDM INSTALLATION ANCHOR ' �4 SERIES 420/430/440 SLIDING GLASS DOOR 3/1C DNA, TAPCON '� f iA� , W i� INSTALLATION DETAIL WITH TWO BY BUCK IN MASONRY .L� L»u.1 IY awl), lw TKA:F �`+� F`' • .•` BB N/A GEN--0027 �r�PBlrII1t41t5 112/0,3/02.IB ` DOLOR UAX "a "^am rwmw 4fl1 1•f00Kw 10909wow w__ -_ w _ . - — a __ ► -1..urn.• __ — —1 — ..r....— SHEET NO. SVR Lot 19 Block 3 ) chklww Fhnhkfq V6m6rMwe �� srrrMosras "I S5TfMMG?k,-r SENTINEL CORPORATION N •HtMOLl1 fMSMOLMS APPLICATION INSTRUCTIONS FOw MAY Rats » English Size Shingle: 12' x (3tXr9t4mm) n`-ti1`0912 oam) St1IF,St AdiesWonFmrd - ' -- 11--ITt2nr33001rnl t 3 -212 (t344nm) 1.2`- 2-1Q' (13 6ssmra) ttttl� 0111111 tata� I133•t[Smm� qra weal. ytr t+a�i Y.M'aaa rll.MMeaa r Requbw A Six Unit Fastening Pattern? Use Ute direcctions abm w(dt the foibwing modikabon: Replace the Muter two fastereng tocaborw with four lastentrtg placements. Place iwa tasters 9 (224mm) tran either end .t- 1' (25mm), and place 1110bonal Fa5WAM 14' (35Frttm) from either end -!- 1- (25mm). 3 wet Cotus� _ %M k+�k Wwd W IW hl ►lirt�jks a.V w Me mv w" anti attddae an tad an bcaad cdv b*4 an th rod and may damage the Wnnha. ae*rYryr �®gat �wM LeM4WM way. �� a..Ya,rawwWatPa pwWab M 8 VW* ransduc&m - cloMd or Wwm1 Vx1wV raw TTApo� jFWen: (iashr,1wNO bed Fas�ba trmaitPNEt (� PWRrS�SPa4 4 ss "'aim"` $mws `: > rat ha a ar ub ae eared. CWW" Bu OWN"" Mew br aaaaalap t" r' I ON own M ka W twraa emu rm t-M ties, Mm db"aim 2 bit. am, is m bin 2.12 baba MM a am an eamy as aarar to dreb br b ar ateaa adra sp n ntOxb <aaaa dm a by anbpb, and npatl th pon abbe atitapwd taman 110t'6: sh mpy be bid tree few kA w aide. Sint dtabsaft tnmmwo Sidon rraw m" (1) m~i�r Wa� 9 Va" Combuodwk Opmet cue ah' GENERAL FNSTMCRONS GI ORMW GMU 1taADEie Ai7taCA ERE %MA AIZ&"W M d&dw =W btttaad frrbltar 1 ad Ard 30 sM to aftmil vM a NONif�a�qa=vffffMCcoftMPMRra�,ader@weMdmaaton= etM'2�ttt par eta r atdaya tab adkaMla. Mast aada. b mm iICYtdatlaryaAattl 8W1dYd 2 or won i2tldaattrynallanC t oar Sbpe?l1�IN2 1i71EE1 AwWNr«rMt6araatCawrddrAtAma r« lnmleGtlmaa �a Mpgyr«EthrrtEa«a.iawrl6rMaFikm«rpAwwrMOadcsira Ilrayraal so to Mpaaa�aYiadby is rptsd atW.aUraadyatloup6 rmddYnafaYparttrpaa App5rir d atlr tlrYlaaii b.0 Er tiatl+au wdt . c�1Flrc wamar a uaaaaarYera�t�erdadfaptnrere xaaaca,aMrreammaen Wrmswetoy[swwion ur0.MdsmywcaraepbyawNerbM bwwd tKnaapad.urariryards+ifiiciMrli:triMt�tarcerNr.Feaft. fa a ttabda aaatl csta gptlpb�ut1op tap awhap b taa(saga b2 3s poarn) and.W sr (64trmj beyaa9 is badda safir. d1w aaon"roewsa{faaM aaed u (00" WOW nia amam me ad rVac 1. bxar 2 pra of Shbom try tr w.r. atre► tA. raw sws.a Smp►� e-er wsfi.rMYlI fVrpaM etYla.walYLL hMkBWr. Mlnnela9n}tY �trYrYl�rMi� J f G iC rop i dew "Vimor e wgtaabm am kc atrglw ant apply r Loam, tbaiton 6 wag ti MOpod Rod to Va ftW VIA) Gaelagaam"t" Cearrlar taane NpB tY 'Adaar atYoo&.* aah ant" ar+tys MdtsMa Taptr la baM MYNt anar ape eparawe 5'(127a1 W, prareMq asd dtacem •. Neat sm'Itaamtea WM bp• 6 r--�—yYe§ / (Id tide dtrk nelbetaal aLdraaQ Qp �j�d�-Qa O (tom -v-- __/�Ylief piFi Rtdala Oa�d itt� Nswra,. 1. tr as cap itaon at adw awes an rOdq�ay a as atrAr baeres m &apnea drop&. 2. HwdM aalaa2. Spttpar an away be btaiall al ta0 aeacar a 14ir adpesda"W it nd 3. AN WWW mxw'ab matt be d pea A type. a. &M o a (mead. venaiard area-raata'tnt wwrakra 110'Ft43'C.i Swe on rat smtaa and M W*M *"WOM beta r pder ier be dMb �duL swow"m a pttdOed ham wakewt m delta tl Pb tea_ 0d tot are nm Ona1 plpr, ndrma, W- a in avd'nht AI niae prafap mqt to dow at Oda. 5. x Lwyias are fb tx appibd darbPa 2 MW pert& a is Oas adtaa arbrx OW Of tan an to armor adbn feMOp bWr. Md fton mw to "M toad.. aalpltanh lWet paat�ep r aeoM Mart «rta. ta«arar No paaalw. nab upl� M ts matt M pea, rob estm w at aaw s1 bee. ewrd of and abiriyaa;rptete natr aM jot bribe lb ant eaw faaapbewulm Wafal boa dtiar Sfnae &try iaa10-4mgt map a r tlaatph 1 new aldnyYs, to aE iba Otdar�bo Wraea awtdr a smouw aaryca raaerans±aea be d adpcbal urOw to eta wod aw dK*MbdSK(timm)ajlaatn4=0 feaoreaabow - rr aaapppp�aca�tt1 Nat n be appYad aerw� Ohm pterartlbna bawbamfafw� Np��yp��pp an a�wmal mwba. if bcYdr Mhq back od Licht at err Od nkraod smtpsasrteeded.ar4soAapamdabanduse6aw, woddsr$s q6 weeruan+mm b nrbdaYt CM, A nft Tab aaMaz IS aria rw M LUND whnMNlY"A aer d r tdan *WAWY &map w fare ate aeY�lsaa Mae r100lQM�RngyaWaa tala�a�pappmdpaFY waylsew.aM. Yam eaatat YaYtaaaa Weer at nMaaYOrb«arpMatoradttr MeM. a@OOe Glli /ea1Mb11 fkrpenaen sap-M 12= Z O P. O > w w Q U u ¢ = J a. Cl- Q i W J 7:1 j��.....pl w f 0 _ Vr Z LV 0 a O 2 I u O O • e--1 8 O 5 a Z O Z O w Q Lu > ~ Li C3 Z a SHEET NO. R1 SVR Lot 19 Block 3 a.....OL� W,Qiil!��Ei I U , TimBF�un►� lldlMAti� SM&MOL" _30 5-"V-5r3-<' {133.146mrt) i tart- 2' ASppy aCana. Mom. svarrerrra.arr ue n.rw aasen r>.,o....aaww.rkrw. ra.a+wa eww. rnp.. tl1..PgM1paYK row CMnwa < MTifdlrOflwe �� YA APPLICATION INSTRUCTIONS Fan mall Pane►» English Size SNngle:12' x 36-15116' (305 x 938mm) w(305- mNM) 1z-t4 (3f1S355Gm)—r+► _ 247(134*m) —`—r r---i tfY-2-1X(IM06)r--i F Pg y tp� Require A Six mail FastoMay Pattern? Use the directions above with the following modkabon: Replace the burr two fastening locations win four fastening placements. Place two fasteners 8' (203mm) from either and +I- 1' (25mm), and place two addit" fasteners 15' (381 mm) from either end +I. 1' (25mm). .,..l•.r.ww ,mwwf w..OMPrw. e PAdp 7 at pe ippNglla ate Mp aM rklpt aNnges aM appy a alawn. To Mw= -pennon, ma I;AF nNiERTFX' (one bwaM'-"=AfDP Hp a RNpe caws 20 tm, w It-8.e rnors►or a dokLba aye appeu.on d Ill "39 HO i Nidpe. fat aotbY aPpdWoa. can wta Una adteena d pawn Hp 8 EMbtplat ad WON mnt kft UM eoubb ritivatKs. Fasten n salty mmw as apAprron slow. Apply Yps weary fwn pNva" ww *mCbm. 8 wall t (fitapea Noon to Verttcad VMM (L must NOT be expG w) 4 � ' endmmassimm. Tft d- (152mm) k= me wW�aslbpoOw dtheerideu.aas.TldtroaMadw�naS nt7meM)owdroerae�wdh stWbtu acres dre ma�t�aeyMya a rtodc w oboe wary 8 cwarsee m rbadr praUd abmwa aAb leftar ¢A MaAd aids stare a�i A& rimm fm 7� T.. r.V. , IM-W 9 Chi." o GENERAL INSTRUCTIONS Ma%Fm wd"Mowb Ndimteg - dfMedrOda[ P EOMB; aem[4waaded abed nab ad ewe edpn on Fm uu as S** 1ae adtwaI MMW aadam b AVM �d�Ne1 d qM �eOY� IAbLd Mq fYwq ttlW it f.NFiMNIWt C�OI1 MI K wd COVKId by �bw aft for lart M to hoid elm da0 z k ;=C m Wrtde' x Seorrtd3wd' t etc Bmia N batttlu Www lids ma! Ee mdd �aM �dd� manap=%==by mac Y[yr at 6AFiYwY� Gardena t w VW M- a 6br Gme tni rp bNfird Inadebristlaeo.Ella ewpwrMwrp berededgeby (ice ad t �tlgp q!tdtd 2! m61(bwn) beywd dt idle Mew.r MDnt dews Nt nd WecMd, imhd 2 Wile d OK* ts.tip. ry .e�ow.we...,a wty ge.r.a.,0a.n3 ta'd005. d W. Al awZr4—d ae' nowt "er ws,no ;r met+rr.wsrow W tneww�,nre. rPrt•M sa++a aaa191i9yrrar' +'� •. •r.s rbar•Mrneaao rwnaoage� =.see' O m �or�w+ er-na.trin,rewa„e EavMMa.ea. yr TMtd lour.. Fournl ana a.m�N1g CGor,n« Tram 11• (279srn) rwn to OW ShM* In nw cane dw oolbm adds ftW ddtgw s Trbm ti' ((eat nra}Mae+ test etagte ie Lhe Doane. tteo caWweMdG fe1 tlNepks idoos suoss tra rod. w root. w aM nOee9ue rE dxE-ke area i / sN Ipa a.Uucdolx from f.eD 3. mr r1�. w ♦r �• ♦ •�• •r RRCni Lr .` •�. ....... .. es.aabrw T.ipYO afa'dM Proamullonory Maim Tkmww swiesswies ftnples am taaptan. atpboM strilgrr tMbca.a d dbe nawlt dteratbrir0 Eta Nor i�wtsraeaatlriW cued. Una ahNpMe wd be sw head waew and trdw n bon 1, tkndho simoid not be o� on edge nm iM* aft, be made to wpwO $Woes by txab!q' kwer ride or Dunaia.. 2. F4rdbrareMay. SMin(pes can tiSj W laa�tt m ood weever ordrEr adQea Oitropotl n ttd 1 wand t�aritlt nest be d Ctbn A type. a 5mnq► srblad ae !nest covered, rttMwad areatirr.dmuat tamperabwe i10, (4 ,scan m Md arotax and use wepfa ettadn boa ds d ae b be doable SNnpba mm be prodded Mont wedtnt wawt saoNd We tAa De net stare Mar mum Ppat, !idddors. Me, or b snNdttt AN mead Wo" rant be awes m acne. 1Mfronm: am* bra P000. Is slew a1 eMsalf, aaMWq raMd trawdL 0 MEd aepitdt aFanpksara b rerrdnn ak pool, nee dam a out away aM boss. weld a tMed aMar �C t�eMar+My aw..ad oabn l4ti new McMn+pplasw.uD tlwsunl0uec�tltaFaie6oral babe sunft opreoMt�RrSYrsemoaah�fasfswrs �a fwMriitMlpabpMiw pUe�wOwmM.1.lmot W (1 m Mew Vm* pywaoa. Foadw oat am hwuwaw to apbert AiMra Pat - cm bo appiee om wood #waptm what pmckdmm Mara km m prow m wrA@ M eatwe. Ttm YtcArdee *aW back ab dunpaa g awes one ratua and Irsdtuop nw woes ed�ftq strps at Neded. Mow asrhee vrmM and ass eavabd wood dens M neussty. baba /90 udtS alto mcnRn lien A mft 1Hr we4d ! da ww, kn IiETIDwMIRMbrf err A aeon w h UfbE01CW �WpAat�Y aaka6kp 6 vnaw.caa aq � �Y wyareWeadweilawrr�aaRitear. Odom GAF MwV" Carearaawt fwGlt5tWTOD Ubt12M V/ Z � o O O w Q U J I L � Q z w R ^ i Z /`RV ; 2 z M L.L � • a�-1 g N O /O E.L Z 0 ix z O Lw a > ~ o z z aIm SHEET NO. L MINIMUM 2"X 2'4 CONSTRUCTION GRADE MIXED SOUTHERN PINE OR. EQUIV, WOOD BATTEN STRIPS +dam 1 DOUBLE 5" APPROVED MODELS EXPOSUItE INCHES THICKNESS :k.003 DESIGN PRESSURE TRLIS I ON 10 0,0420 + — 50.0 26.6 PSF PSF TRMS I OV 10 0.042" + 60.0 26.6 PSF PSF PSS I at] 10 0.042" + --&&6 60.0 PSG' PSF PSS10'V 10 0.042" + -- 60.0 26.6 PSF P5F LFP1ON 10 0.042.' --6S +26.. P6 PsFF LFP1 QV 10 0.042" ± 2 .6 PSF & THE WOOD JOISTS. MINIMUM WOOO ENKID ENT IS 1 3 f 8" A REVISED €#Y R-4CHARD 1301-EfTE 1 FILE tW.S1::.: K52--1 O OAOE SOFFIT Ira. Rov sions 1f IR. j Ulu l2" TRIPLE 4" APPROVED MODELS EXPOSURE INCHES TMCKNESS *.003 DESIGN PRESSURE PTS- 1214 12 0.040- + 0-0 PSF - 30.O PSf PTS —12V 12 0.040' + 60.0 PSF -- 30.0 P5F PTS-12CV 12 0.040' + 60.0 PSF - 30.0 PSF I ,.F"m is ovil r.:r rnt $004t ncrFZ;l tt rl • d-4o 4311 �.C,14 0 uoYET-tE Lloccor" Bred Sl+ m 33411 d: Alcoa Building Products PART: INSTALLATION DESIGN DRAWING FOR 'VINYL SOFFIT DRAVI CAS DATE: 4 / 15/99 /99 By: Data smE: 1• - S -52-1 E3 Z Oj U F- J 0 I C{ i '^ Z cd �: R I- � ° U- tL O •.—+ SHEET IN1 HORIZ. SI+D14G APM'1tO M MOM" DUKMW '�► f3 C 11Tii7tiG1CS5 t M* 1MES H E11M'-40 0 4 1/2 0.040' -46.6 PSF IRW--40 8 4 1/2 0.040' -46.6 P$F IBC-40 -8 4 1/2 OA40* 746.4 PSr UB--40 6 4 1/2 MOW -4&6 Pg LA 41 8 4 1 /2 0.048' -46.9 Pg V#GV-40 4 4 1/2 0.048' -I&$ PSF SW-44 a 4 1/2 0.044` -46.6 Pg LFP-4-0 0 4 1/2 0.044• --46.6 PSF DR-40 a 4 5/8 4D.042` -46.6 PSF CW-40 0 4 5/e 0.042' -46.4 Pg QT -40 � � 8 4 5/4 0.044' -go P5F CS-40 8 - 4 3/4 0.046' --80 PSF M- 50 1•Q 5 1/2 O.0 40' - 46, 6 PSG' IRM-50 10 5 1/1 0.040' PS&F• IAC-50 10 5 1/2 0.040' -46.6 PU 1•"ijBy-so 10 5 0.042" -46..6} Pg i1/2 5 5/8 M046' -46.6 PSF LrViw 10 5 1/2 t1.tY44' -41,3 .Cw-50 10 5 5;/0 0.+042' -46.6 rwF QT-`r0 10 5 3/4 0.044' -80 vsr GS»50 i0 : _ 5 3/4 t3.0445' F _ sr'a-,-'' _TH A" MJTCH W SIDING C-H .APP,Rt AD- aQos EX ME I �tC4;i4 •' C I�411 5 Tttaros 41C,S1C1t PR1E M.4CO- 40 8 4 1/2 0.040' _N1 PSF CWD-40 $ 4 1/2 0.042' -X2 PSF OWN-45 4 4.5 1/2 0.040- -36.2 PSF ' TRUB -•45 4 4.5 1/2 0,040- -X? PSF 1.180-45 9 4.5 s/21 0.042' -36.2 PSF i.FPD-45 9 4.5 1/2 O4O44' -36.2PSf QYD 45 9 4.5 3/4 0.044' -80_P5f GSO--145 9 4.a 3/4 0.046 •-e0 PSF UCO -50 14 5 1/2 0.040- -44.6 Pst cvrD - 50 to 5 1! 2 0. 012' --44.6 PSF S --55 10 5 518 0.044' -V6.S Rye LD55T t0 5 5/8 0.048' -4&6.pv OIMN-50 10 5 5/8 0.04B' -46 6 PSF 001 . "01M 1) ALCOA %UM. k SMIT PIL00U 7S ME MrC. "O1I A 1`QRMUL TM P°' CC34tPMM LtF.ET -G OR LXCEFDOX 111E REc3MEUMS OF A,a;'i11 0 3629-T WW FOR f*rC SMOIC wo COM1A7t1�lD�.S. 2) WALLS M10 50M 10 14EC04 MtM SOW / SOf M SKA L 8E 6WEREt1 FOP! Sm1hG'4'vivE MI[[QuAcY. CRAcks Ado 6EFEms Ttw SRAM 0E AilitttARD 3) mL s 514 a 9C x kim PRoorm wrm A,SP41h1, T smftxnO F'f~1 T Of HOT LMS TFWt 141 100 S4. M AS OESCRIOE11 V SECTION 2704.6 (0) Of ME S4MI :FLOA*A i LALOW COOL 4) WJLW & SOFFIT Yi►".E IME S$DV4G / SOFM AAE 15 6E 41151M ID f ALL GE MtAGliQlp GY A REs l`.,iiE ED AACH11ECT OR E"GIiIEi R ACCE)RMIUM TO THE SOM FLOFt A OMWIC C.00E QV 1HE avmw 1 MEt Lvowans OF 1F05 ORAV"_ SNI►1L SE 0011E 1N ACCOROm4eCE WMI THE 1ATC. 0MMiC'F NS ME 1PPtJ81t SEA OF T1iC SO.CiH nARX A 9!f° MIC COM 5/8- (5) PLY PLYWOOD 2' X 3'0 16' O/C -- CONST. GRADE � UMftED SO11114 W FINE OR EQiaN F'e+SFENIM 10 CONCRETE 1TLOOCR llfflH 1Tw 3/ t 4 �'C W 0 120 (?/C tR�u•it,.+��tO•tial . S"MS 0 UAXww SPACM 16� 0-t • CAL'VAWCD F4 OFM kAJL 1/9' R1t4G SHAM oa. /6' HEJd M X 1 3/+4' LONG. 016' a,C. THAU 1w AINIL HDA HOLES & TM WODO ,rirkw V41H 1 3/4' EuaEDUER; STUD IiIAI L BLOCK, WALL WilkyJ�S,` Ct7i�'itttyG�y7ykIN Tq pWilk 1i0mm 4: movkc iVRTi tk(yjUCf V,..,Ix &V Alcoa Building Products A PAM: . -INSTALLATION DESIGN oleo DRAWING FOR VINYL I FILE NAME; SKS3- 18 DADE SIDING 4/99 U A N Tlo, I2elvls3ons Data SC.ALE: CA.0 I DAM 4/15/90 1/8` - 1 --53-1B I LJ 1 IN 4kjE;tjAFtp 80YET"iE 4cr1t Coo* -,A 11141f Z N^ ' �m O DU z � j L Z � I U SHEET IN2 SSB960 Instructions Installation of SSB960 roof vents should corn 'il ply with all local standards and regulations. Ar CAUTION: Use appropriate safety glasses, gloves and other equipment to avoid injury. W oak ede bit Figure 1 • Figura 1 Figure 2 - Figural 2 New CortruCtion or tie -Roofing Determine the location of vents: Evenly space the roof vents along the width of the roof, marking the location of all roof vents before cutting holes. Center the holes between the rafters within from the peak of the roof. Mark a 10" circular outline for the hole on the roof. (Figure 1) Cut and prepare the opening: Cut the holes in the sheathing before applying shingles. Shingle up until the first full course of shingles covers the bottom of the hole. Cut the excess shingles away from the hole. (Figure 2) (For increased weather protection on new construction or re -roofing applications, use an 18"xl8" piece of GAF Weather Watch or GAF StorrnGuard" Leak Barrier. Center the leak barrier over the hole. Remove release film, press into place and cut away the leak barrier spanning the hole.) Position the vent and nail the vent into place: The top of the SSB960 has an up-arrow formed into the flashing. Make sure the vent is in proper position. Nail the vent securely into place, spacing the nails every 4" apart around the perimeter. The nails should be 1"from the edge of the vent flange. Seal all seams and nail heads with an approved sealant, such as silicone, roofing cen-r-nt, or waterproof caulking. (Figure 3) Complete shingle installation: Continue installing shingles, overlapping the flange on the vent. Cut the shingles around the top of the vent to match its shape. (Figure 4) NOTE; In Gareth, o y N G,pF and Quality You Can Trust Slnce 7886- - _ Tirnbedine loges are regsteredtradematks. frO177 MOrth America's Largest Roofing None Sdamwasios egnarbre3sa CGAFy � and Ventilation Manufacturer Tim Wine son mazcas regstradas an Canada. REMAROUE: Serfs tes nixes GAF at Timberline s nt des marque de SliFiis can merce d6po9i&-_, au Canada COnponwM roof peak Figure 5 • Figural 6 Figure 8 • Figural 8 Addin.g an SSB960 to Finished Roofs Determine the location of vents. Inspect the altc to determine Me location of rafters and other obstructions. Evenly space the roof vents along , thewidth of ft roof, marking the location of all roof vents before cutting holes. Center the holes between the rafters within 2 front The peak of the roof- Mark a 10" circular outline for the bole on the top of shingles. (Figure 5) Cut, and prepare the opening: Using a sharp knife, cut away the shingles (Figure BA). Cut through the sheathing using a reciprocating saw (Figure 613).. Carefully remove the roofing mails within 3"of the tole_ Cut the shingles at the top of the hole to accommodate the shape of the roof vent. (For increased weather protection on new construction -or re -roofing applications, use an 18"x18" piece of GAF Weather Watch'or GAF StormGuard® Leak Barrier. Center The leak barrier over the hole. Remove release film, press into place and cutaway the leak barrier spanning the hole.) Position the vent: Apply a generous amount of silicone, roofing cement, or water- proof caulking to the perimeter of the hole:. (Figure 7A). Slide the vent into place beneath the shingles, ensuring that the throat of the vent is centered on the hole (Figure 7B). The shingles should overlap the top half of the vent flange. The bottom half of the vent's flange will be exposed on top of the shingles. Nail the vent Into place: Nail the vent into place, spacing the nails every 4" around the perimeter of the vent. The nails should be 1"in from the edge of the vent flange. Replace nails in the shingles as necessary to ensure a proper seal. Use silicone, roofing cement, or waterproof caulking to seal any exposed nails. (Figure 8) NOTE: In Canada, only the GAF and Quality You Can Trust Sitrce 1886- - - Timberhne logos are registered trademarks. from North Americas Lar9esr Roofing Mine Sdam on mare to lox sabres dal GAF y and Ventilation Manufacturer Timberline son marcas regstradas vt Cartad3 REMAROUE: Seuis les nom s GAF e( iw T!mberline scot des marques de GAFYQ9MLIt commerce dapoa6es au Canada QORPORMON T r� W SHEET NO. IN3 db t AWLICATION INSTRUCTIONS Hoot Deck: Use only over ra well -seasoned, supported wood deck tightly constructed with maximum 6" wide lumber, having adequate nati-holding capacity. Plywood docking as recommended by the Engineered Wood Asuclatlon Is acceptable. For ridge vent to function properly, It must be the only high or exhaust vent for the venW attic space. Ridge vents will not function properly 11 used In conjunction with gable -end louvers, turbines, roof verft or power vends. Slope Restrictions-, Use only on slopes between 3/12 and 16/12 STEP 1 Calculations for a Balanced Ventilation System To achieve a "balamed systlem" with Cobre Ridge Runnerridge vent, there must be an air inta0ce system (i.e., softie or undereave vents). For proper von, tilation, the amount of undereave ventilation must equal the amount of ventlief at the ridge. KM: In no cake should the amount of exhaust ventilation exceed the amount of intake ventilation.. To determine the minimum- square feet of not free ventilating area {NFVA.) needed for a balanced ventilation system, use the following formula: Sg. ft. of attic floor shade 300 = Min. S4. ft., of NFVA needed COW Ridge FtunnW ridge vent has 12.5 square Inches of NFVA per lineal foot. To determirlie how many feet of Cobra" Ridge Runner -ridge vent is needed, use the fallowing formula: 1/2 x {Min. Sq. ft, of NFVA needed) x 144 112.5 = Min. lineal foot of ridge vent needed To determine the amount of undereave vent nKpdred, use the following formula: X = NFVA (Sq. In. per. tint, it.) of ft undereave vet or Intake vent system selected V x (Min. Sq. R. of NFVA needed) x 144/X = Min, lineal feet of undereave STEP 2 vent needed Instruction For Slots Attar calculating the total length of Cobra* Ridge Runner -ridge vent needed, determine the necessary slot opening requW. Dote: If installing on an existing roof, remove the cap shingles from the ridge. Roots without a ridge board: cut an opening along the ridge, na" on each side of the roof ridge (Figure A). Roofs with a ridge hoard. cul an opening along the ridge,11la" on each side of the roof ridge )Figure 8). Note: Maximum slot opening is 31A" wide. Mark off and cut the slot opening, making sure that the ends of the opening stop at least ti ° from any end walls or hip Intersections and 12" from chimneys (Fipre C). Where short ridges (dormers, ridge intersections) are used, marts and cut the slot making sure that tfte end of the opening stops at lent 12" from the ridge intersection (Figure D). 0`x I I tent Rai Fig. A No Ridoe Board Fig. With i • Board Fig. C �Mt M1MM1�M�IIMMl� r �'A Fig. it Copyright'c� 2000 Windward homes No portion may be copied or reproduced without the prior written permission of Windward Homes Share drive W: Quality Control Checklist;Roofing (680)/ Roofing Install Shingle Final t:aroup 680 rev 03-16-07 /Page 3 of zy m Z Windwardj Homes PLAN © 2003 WINDWARD HOMES. ALL RIGHTS RESERVED STEP 3 Ridge Vent Installation Tear a "I'sedlon to be used as a template for laying the went out (Figure E-G) and center the ternplaiefiocator over the fte cap shingles at the beginning of the veffl slot. Note The location of the battle (Figure H). Make sure to do this at both ends of the installafim. Meaun the distance from the edge of the roof slot to the exterior beffte (D). Establish a chalk line along one side of the ridge (Figure 1). Unroll the vard and use the included 1 'W" pneumatic roof Ing r-sils: to Allach the W side of the ridge vent with the axterkW of ft W#10 ariped with the chalk line (figm J). Nall gun targets are embossed an the part as a guide for propetty aftachlog v"t to the rout. The vent should be fastened an 611 cordlers (Figure K). Proceed with attaching the other side of Ove vent_ Whenbeginning to nail down the second site, do NOT begin at the end. Begin been the first and second one -foot sections and then return to InW the first one -foal section. This willf allow W proper fit. NOTE: For proper appmnnce, pull the the mt snugly across the ridge and flat on ffie roof Wore shwiting axh ftail. NOTE: Fbt a uniform appearance, instalf Cobra fridge Run'Iff vent Over the rwfim length of the ridge, suie Mat the vent adends past the slot qpanifq by at ;rxsi 6" NOTE: For appicivions over taminawshingiss, appiy a ,%-4d of silicone caulfth7g or root cernent to the uRdffsfd� of the OU16f baffle 3;0flg ft,,e enjifg- ['fige 31)d a,* 6'�Ws&d 4 egos so ftt the gaps are compiefe)y flYpl' MOTE Ww;7 ventiog vaufted and cattk9draf ceilings, exh fois0fa,16r cavity o7ust be verylod of both ends arm h rim at /cast I Y, , C 1,031ance, STEP 4 Cap Shingle 11"6tallation Install #* ridge cap shingie3 directly to the'vent using pneumatic nail gun, a incW&d 1%" nails. A nail line Is Inscribed on the lop of the vent to serve as a guide (Figure L). Fig. F Fig. G Fig. H 14 0 F F i a J Fig. K Fig. L Quality You Can Trust Since 11886.11rom North America's Lamest Roofing Manufacturer C2005 GAF MalatjaOs Corpor�rtian 12% - 1361 Alps Road Wayria W, 07470 - www gaj,com A RESCS304 Copyright to 2000 Windward Homes No portion may be copied or reproduced without the prior written pennission of Windward Homes Share drive W: Quality Control Checklist/Roofing (680)/ Rooting Install Shingle Final Group 680 rev 03-16-07 /Page 4 of 4 Windward j Homes PLAN @ 2003 WINDWARD HOMES. ALL RIGHTS RESERVED SIMPSON STRONG -TIE FLORIDA STATEWIDE APPROVAL LIST Product Description Florida / A34 Framing Anchor FL474 A35 Framing Anchor FL474 ABU44 Adjustable Post Base FL474 ABU46 Adjustable Post Base FL474 ABU66 Post Base FL1725 Anchor Bolt Wedge AN FL5415 CMST12 Strap Ties FL1901 CMST14 Strap Ties FL1901 CMSTC16 Coiled Strap Tie FL1901 GS16 Coiled Strap Tie FL1901 Epoxy Set FL402 H10 Hurricane Tie FL474 H2.5 Hurricane Tie FL474 H3 Hurricane Tie FL474 H5 Hurricane Tie FL474 HCP2 Hip Comer Plate Connector FL474 HD10A Bolted Holdown FL503 HD8A Bolted Holdown FL503 HETA16 Embedded Truss Anchor FL1901 H ETA20 Embedded Truss Anchor FL1901 HETAL16 Embedded Truss Anchor FL1901 HGA10 Heavy Angle FL1423 HGAM10 Heavy Angle for Masonry FL1423 HGT-2 Heavy Girder Tiedown FL474 HM9 Masonry Hurricane Tie FL1423 HSUL Skewed Face Mount Hanger FL1218 HSUWL26-2 Heavy Skewed U Hanger FL503 HTS16 Heavy Twist Strap FL538 HTS20 Heavy Twist Strap FL538 HTSM16 Heavy Twist Strap for Masonry FL1423 HTT16 HDrrension Tie FL503 HTT22 HD/Tension Tie FL503 HU210-2 Hvy Face Mount Joist Hanger FL1218 HU26-2 Hvy Face Mount Joist Hanger FL1218 HU28-2 Hvy Face Mount Joist Hanger FL1218 HUS26 Heavy Joist Hanger FL474 HUS26-2 Joist Hanger FL474 HUS28 Heavy Joist Hanger FL474 HUS28-2 Joist Hanger FL474 HUSC26-2 Joist Hanger FL474 HUSC28-2 Joist Hanger FL474 LGT2 Light Girder Tiedown FL1423 LSTA18 Strap Tie FL1901 LSTA24 Strap Tie FL1901 LSTA30 Strap Tie FL1901 LSTA36 Strap Tie FL1901 LTT19 Tension Tie FL474 LTr20B Tension Tie FL474 LTTI31 Tension To FL474 LUS26 Joist Hanger FL3750 Masonry Screw Titen FL2355 MBHA3.56/16 Masonry Beam Hanger FL538 META16 Embedded Truss Anchor FL1901 META20 Embedded Truss Anchor FL1901 MGT Medium Girder Tiedown FL1423 MSTA24 Strap To FL1901 MSTAM24 Strap Tie for Masonry FL1901 MSTC28 Strap Tie FL1901 MSTC40 Strap Tie FL1901 MSTCM40 Strap To for Masonry FL1901 MTS12 Twist Strap FL474 MTS16 Twist Strap FL474 MTS18 Twist Strap FL474 MTS20 Twist Strap FL474 MTSM16 Twist Strap for Masonry FL1423 PH05 Holdown FL503 PHD8 Holdown FL503 SDS%.X1 X. Strong Drive Screw FL1463 SDSY.X2% Strong Drive Screw FL1463 SP1 Stud Plate Tie FL474 SP2 Stud Plate Tie FL474 SP4 Stud Plate Tie FL474 SPH4 Stud Plate Tie FL538 ST6224 Strap Tie FL1901 THA222-2 Joist Hanger FL474 Approved Products List Product Category Sub Category Exterior Doors Sectional Exterior Doors Sliding Exterior Doors Sliding Exterior Doors Sliding - Series 420 / 430 / 440 Exterior Doors Swinging Panel Walls Siding Panel Walls Soffit Roofing Asphalt Shingles Roofing Other - Roof Vents Roofing Other - Ridge Vents Roofing Metal Roofing Structural Components Other Structural Components Other - Concrete Lintels Structural Components Other - Concrete Lintels 8" Structural Components Other - Mullions - Series 1442 / 1445 / 1446 Structural Components Other - Mullions - Series 1445 / 1447 Structural Components Other - Mulls & Brackets - Series 5300/ 5347 / 5348, 5350 / 55 Structural Components Other - Precast Lintels Structural Components Wood Connectors - Anchors Structural Components Wood Connectors - Anchors Structural Components Truss Plates Windows Fixed Windows Fixed Windows Fixed Windows Fixed - Series 1100 / 1900, 1450 / 1550 Windows Fixed - Series 1100 TDL / 1100 / 1900 / 1970, 1450 TDL / 1450 / 1550 / 1570 Windows Fixed - Series 5000 / 5300 / 5350 Windows Horizontal Slider Windows Horizontal Slider Windows Horizontal Slider - Series 1180 / 1480 / 1980 Windows Horizontal Slider - Series 1180 / 1980 / 1990, 1480 / 1580 / 1590 Windows Mullions Windows Mullions Windows Single Hung Windows Single Hung Windows Single Hung - Series 1100 / 1900 / 1970 Windows Single Hung - Series 1100 / 1900 / 1970, 1450 / 1550 / 1570 Windows Single Hung - Series 1140 / 1440 / 1540 / 1940 Windows Single Hung - Series 5000 / 5300 Windows Single Hung - Series 5000 / 5300 State of Florida Manufacturer Approval # Clopay Building Products Company FL4914 Florida Extruders International, Inc. FL45 / FL5726 NuAir Windows & Doors FL5340 General Aluminum Co. FL5710 Plastpro, Inc. FL4764 Alcoa Home Exteriors, Inc. FL5538 Alcoa Home Exteriors, Inc. FL5543 GAF Materials Corp. FL183 GAF Materials Corp. MIAMI-DADE #05-0909.02 GAF Materials Corp FL197 Marlyn Metals, Inc. FL5204.6 FECP Corp. Cast -Crete Division FL158 Lotfs Concrete Products FL 5092 Commercial Concrete Products (Quality Precast) FL 1774 General Aluminum Co. FL5169 General Aluminum Co. FL5169 General Aluminum Co. FL5169 Wekiwa Concrete Products, Inc. FL 1418 United Steel Products Co. FL572 United Steel Products Co. FL859 Alpine Engineered Products, Inc. FL1999 Florida Extruders International, Inc. FL44 NuAir Windows & Doors FL5333 Pittsburg Coming Corporation FL1363 General Aluminum Co. FL5169 General Aluminum Co. FL5169 General Aluminum Co. FL5169 Florida Extruders International, Inc. FL43 NuAir Windows & Doors FL5331 General Aluminum Co. FL5168 General Aluminum Co. FL5168 Florida Extruders International, Inc. FL3136 NuAir Windows & Doors FL5722 Florida Extruders International, Inc. FL42 NuAir Windows & Doors FL5330 General Aluminum Co. FL5171 General Aluminum Co. FL6107 General Aluminum Co. FL5171 General Aluminum Co. FL6107 General Aluminum Co. JFL6107 SHEET NO. Pi 7N� -7 L4 _3L,c-, I L)kr L.P S F' pit) Z Y