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Home My WebLink About36030 Shady Bluff Lp Lot 17r HISTORYISSUE indward- Homes 5439 Beaumont Center Blvd. Suite 1050 Tampa, Florida 33634 (813) 885-7744 'THE SAFETY HARBOR' ELEVATION 'B' WITH FRONT PORCH 3-13EDROOM / 2-13ATHS / 2-CAR GARAGE PLAN # f0629 WHETSTONE ENGINEERING &TESTING, INC. 2004 53rd Avenue East Bradenton, Florida 34203 Phone: (941) 727-1138 i r r � ( 1) L.111,J\ i (, The y�y i' n yc `rfi . /JriC3 '� srri� • � Sit`,. �e/%/j ' dte `'So, ?"Ly,r,LC`��%U ��.si� �tJre f UjUtai 9cg SO CV'S' V�ir,o 0 DRAWING INDEX 5HEEf NO. DRAWING TITLE COVER AND INDEX A I FOUNDATION PLAN A2 FLOOR PLAN A3b FRONT ELEVATION A4b 51DE 4 REAR ELEVATIONS AD I INTERIOR ELEVATIONS AD2 DETAIL5 E I ELECTRICAL PLAN I FLOORING PLAN M I MECHANICAL PLAN 051 OPTIONAL COVERED LANAI 052 OPTIONAL BAY EXTEN51ON @ MA5TER BEDROOM 5 STRUCTURAL DETAILS D DOOR IN TALLATI N 5HEET5 W WINDOW IN5TALLATION 5HEET5 R OOF 5HINGLE APP ICATI N5 IN INSTALLATION 5HEET5 P PRODUCT APPROVAL CODE5 AREA TABULATION TABLE (IN SQ. FT.) (CIRCLE APPROPRIATE) LIVING COVERED GAR. PATIO TOTAL AREA UNDER ROOF AREA ENTRY 17GO 108 445 110 2313 TOTAL AREA UNDER ROOF OPTIONAL OPTIONAL COVERED BAY w/ OPT. w/ OPT. w/ OPT. BAY 4 LANAI EXTEN51ON LANAI BAY COVERED LANAI 15G 2G 24G9 2339 2495 PLAN NO. fOG29 VERSION NO. G. I -G. I w DATE: 01 /09/08 moral O/TIONAL2111 GARAGE 1101ARCE DOOR PIM 1.1".64" 11LRECESS xF x4'?OOM7ETE PAD. FINNOPRON ISSUE HISTORY NO. DATE VER DESCRIPTION AP22 All 10111107 6.1-0.1W I MV/TW I INITIAL PLAN CREATED/ENGINEERE SN 01/o= 6.1A.1W I TW I ISSUED TO PURCHASING I TM 4a-0• lIOLF11eDP110M _------------'------ -- ... -- --------- —- A1Rl1 .awIMOO1NP1■. - N1ROEd1i m B S2 E■CFIM GPTM SEE SHEET ADz 4'-2• 3'-0• 5'-1' G-11• r-8• 1'-T 8'-10' 4 5'$ FOR AIC PAD DETAIL , �__ ____________` ELEV:-3-1/2" tt w.c. S XB1?XI1 v RECESS R ccFOR SGO D - SLAB 11rl FOR SHOWER S2 6•-8' ■ ■ +G. I rxr .. Vti.. THK3094M y y A SLAB W/(1)15 - Uv. ' RECE ' •�': Q TIlB Cl�. ,• ' PRD"DE a• q ■I �`�_. . 11HL1ERSLAB IT CONDUFOR ' - F01 I I J T-r ■ �� t ; TUBA SHOWER 4,"". OPT. VEGETABLE 111 SINK PKG. CHECK F TARS I! ` I OPTION APPLIES ■ DBL SINK c — I If t a REFTUG/' ICENAXEa 9 P PVC UNDER SLAB A/C LAV. ■ CHASE. (SEAL BOTH ENDS) 4 _ A o 1 ■ tom: WASHER Ln c PVC WU UNDER SLAB AIC t a C CHASE. (SEAL BOTH ENDS) SEE SHEET ■ FOR OPTIONAL COLD.-0• REF.". PAD DETAIL ________________ __LOCATION ______________ b1?FIBER MESH CONC. SLAB OVER 8 MIL VAPOR BARMER �— k � = 4 ON CLEAN, TERMITE TREATED. • •P II �.� 1 o I, , I! q ....... ... '.....a..:..:.....a__-._.i :...._.a.:_�...i.._—.. ._..� ....__i._._a__y—__.i._.__..:. GRANULAR FILL COMPACTED y TO 95%MODIFIED PROCTOR PER ASTM O1567. vv I 3I1PVC UNDER STAB- �{ O A/C COND. ORNN UNE. — — — �' m VVV I 21'4• ; '________ ■ I 4'4r r_T 1'-2' FAG' 1'-0• 1•-101 O I N __ _____________ _____t--I--_________________ _ _ In • DEEP caNTRa Jourr -yl7y Y 2 ELEV:3-1/2' I SAWCUT WITHIN 24 HOURS oFconcrE7EPLACEMENT m 8 I 24• x 24• x 1E DEEP , w r-COLUMN FOOTING W/(3)#5 EA. WAY ■ I ! ' ■ r g 1 r' v v v . a ELI ■ . NOTE: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTOR'S USE. OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES T-O' 1G-0' (1) I 3'-G• FOUNDATION PLUMBING PLAN: ELEVATION 'A' SCALE: 11x17: 1/8' = 1'-W 24x36: 1/4' = 1'-0' REFER TO SHEET A3b FOR ALTERNATE FRONT ELEVATION INFORMATION WHETST NE ENGIN & T TING, 2004 5 rd AVE NFL 342 CERTIFICAT IZATION # 9 F 8 2008 a -€Hm z LL9i �: � Man.- 8 g8 . o �g�m CIn C4 DO W M '-' 7 V 04 m O 1,- > MCO 01 c c (� cc.1md F lV m O m Q iW � m i--4 $ ILI R z a �..� t7 In In z 7 yy 4 6 a. Z O H a -1 °f m 3 0 'D O [V O W a J. Z O Z Z O o H g t/1 W o z a > SHEET Al GENERAL STRUCTURAL NOTES (SEE STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION) INDICATES SIEARWALL IN INDICATES (1) 05 REBAR RESM IN CONC. FILLED CELL CONT. FROM FTG. TO KO. LNTEI TYPHCAL :7 NOTE: ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. CAST-CRETE LINTELS OR EQUIVALENT USE 3000 psi FINE GROUT BLOCK, (3/8- AGGREGATE MAX.) WHEN mOUTING iOND iEAMS & mii■ .e�:FILLE1 PRECAST UNITS.i�i i�i BLOCK, :lam: CONIC. FILLED, _ _ _ ® TYP -- .-� - co Do �� ® tee• ®• 00 ��• • • FILLED, • UT REBAR) CID'�hd�: 'duly. 'du6`: :du11: 'Anl�., 51n��,. O © © O O O TYPESLINTEL SECTIONS SCALE: AA: COI.PRESSOR LOGTION TO BE DETEFOA1NED BY BUILDER/ PERMIT AUTHORITY OPTION. PAD SUPPLIED BY A/C CONTRACTOR 1• BUILD OUT BEHIND SHOWER. LOCATE SHOWER PLUMBING HEAE- S WALL O /2 AFI DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAUGE SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE ISSUE HISTORY THE GARAGE SHALL BE SEPARATED FROM DATE VER.RVIR DESCRIPTION AP;VD THE RESIDENCE AND ITS ATTIC BY NOT LESS 10111N7 6.18.1 W MVTIW INITIAL PLAN CREATED / ENGINEERE SN THAN 1/2 INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE 01MMS 6.1-61W TW ISSUED TO PURCHASING TM 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES MASTER BEDROOM 17d X IC-r CELNG ® SJ• w/V'M�LE CAP CEILING ■ Pam• e PLANT SHELF ■ Bd AF.F.- PATIO 11'd x Iva 11'd Si' 1'd Sd ,Bd OPT. kW CENTER PKG. SEEN FOR DETALS. THIS OPTION FAMILY ROOM ,r-3• x 11'd CEILING ® 74, _ O <p' W OPT. VEGETABLE SINK _ _ [ C CKFTHIS ION APPLIES. i � , I 7 ' 1 '-1,' SJ' S'-1,• I 1'LOW WALL , I 1 , 1 3 WTCHEN q I yW, 1 L CEL x 18d CEING ■ SJ' J • SHELF G O'd 30• SINGLE RANG AD, m �I' (ACCESS p W CLOG 4 O � ■ 2a_ e �Y C' LING ■ � ■ sue• o O2 w BEDROOM #3 s ■ 1zdx,rd zese T CEILING ■ 94' e q RANT SHELF ■ Sd All. � •.� e 7d S_2 2BA• ` USE 3W P.T. q 9 WATER NEATER PAN DRAM RYWOODFOR i� XT TO EXTERIOR A1csrANo. � _• NOTE ALLOW FORS _ - - --■ WA HEATER TAP �xl1�_y UNOBSTRUCTED II i VERTICAL RISE OF W1 L�J RELEF SIM T ALVE FULL EXTERNAL WITH i AT77C-� i HVAC MECHANICAL. MANSION .� ___________. AT GARAGE WALL. 2 CAR GARAGE 2Rdd GARAGE ■ W4- b OPRESTRESSED 16 X T OVERHEAD FLOOR PLAN: ELEVATION 'A' SCALE: 11x17: 1/8' = 1'-0- 24x36: 1/4' = 1'-0' REFER TO SHEET A31D FOR ALTERNATE ELEVATION INFORMATION ■ w AFF 2.6 PLUMBM DRYER VENT THRU ROOF TOCEBING 1)= O Ally ,7-T DINING ROOM Ird x,Bd CEUNG ■ ilk• LIVING ROOM ,rd X 12'd CELNG ® Sd• FOYER 13 ■ V41• v4• O 9 RECESSED 3068 ■ c d$LS 12S.L RF26 SH RH 3 a RECESSED 1� NOTE: ALL WINDOW HEADS >< E ENTRY ARE AT 8'-0' AFF UNLESS PRECAST NOTED OTHERWISE. £ } a ■ c R n BEE SLEET AD3 FOR ENTRY FRAMING Q oETAu WHETSTON ENGINEE ST G.INC ,Bd 2004 53rd AVE E L 34203 CERTIFICATE A ATION # 9298 F 2008 L. JASON BERGER PE# 64003 ,ozo 3op9��3 o' m =gsw M O M N � W M :3 :2 1- N O � > M O Ln C ui C O N m d O l-4 'd W 3W U N N t7 0 m w i w g ~ o O LL O LU O Z 0 Z O V) Z LU N 3 .0 o a N T m m LE z O Z O O 3 In I„ Z a j o a SHEET A2 �\ TO FAN �OSWfiCHED j' OUTLET F cz u cl 2 CAR GARAGE < CENTER ON b ' y PORCH 1 MANDOW 1 ----- O 7-p z.r ✓' 11011 AI �� PARTIAL ELECTRICAL PLAN 'B' OPTIMAL SCALE: 24'x36'-1/4"=1'-0" 11"x17"-1/8"=1'-0' FOYER CLG a:8'-0' 6 O6L, O RECESSED ■ 3m ■ ■ ■ 2 CAR GARAGE Irs.;. CEILING a Yi• 8 B-0 O 1 PORCH CLG. 4 ffJ' 6 O B O O PRESTRESSED r '.6 X7OVER EAD 22'-0• 40'-0" PARTIAL FLOOR PLAN 'B' SCALE: 24" x 36" -1/4" = 1'-0" 11" x 17" -1/6' = 1'-0' T— ■ I ELEV:-3-112" a-,m 3r g-,6• r-n ;-,6• T --------- -- -- "I I IY 2e•x2a'z!8'DEEP A c COL.FTG.ACHS REO/RS'cACMWAY , i_________-____ _____________________ 21 Y sz 3-0' 'T1 S? 3'4Y 27-W "I av-0• PARTIAL FOUNDATION PLAN 'B' SCALE: 24" x 36' - 1/4' = 1'-W 11' x 17" - 1/6" = 1'-0" NOTE: SEE SHEETS Al & A2 FOR NOTES AND OTHER INFORMATION NOT SHOWN ISSUE HISTORY: BANDING NOTE: ALL BANDING TO BE SCORE CUT, 1/2" WIDE x 1/4" DEEP, SMOOTH FINISH INSIDE SCORE LINES, UNLESS BOX BELOW IS CHECKED. ❑WHEN BOX IS CHECKED, REFER TO RAISED BANDING CUT SHEETS. ROOF VENTING INFO. TYPE QUANTITY LINEAR FEET (MIN) RIDGE VENT — 25 OFF -RIDGE VENTS 4 — --iE 6' X 6' — SCORED all DETAIL (TYp) Q v (7 T C7 Z a W m FIN_FLR. 20" X 20" BLACKED OUT FIXED GLASS ------- 12" VINYL SHUTTERS ---- VENT 30" X 36' BLACKED OUT FIXED GLASS 12" VINYL SHUTTERS — 12 ALL 6 DENOTES DESIGN WINDOW PRESSURES FOR COMPONENTS rEl AND CLADDING (psr) OVERHANGS: 12" TYPICAL EXCEPT 6" @ GABLES. TAILCUTS: SQUARE -J vDL. w an 36' H ALUM. S.L. +37.6 R!u•LING +39.9 -45.9 ING. INC. �2 s WHETSTONE ENGINEERIN 2004 53rd AVE E BR N # F 4203 203 CERTIFICATE OF 9298 FE 08 FRONT ELEVATION 'B' SCALE: 24x36 = 3/8" = 1'-O" 11x17 = 3/16" _' 103ASON BERGER PE# 64003 aa A. Wow=� Wy NW ,a�n d grigut 1 Ana W� JD 0 m�M W co — aa) o n .' LL ' c '2 U � N y m C O N L NmD yo OF F U N Q m m � O 0 w iY W U- Y U) W cz gg R Ax� m Z O a ' '.4 w H Z O a_ LL W cq o O 2 d LL Z O o w w Z a o SHEET A3b n RIDGE VENT - - -. - _ - GABLE OPTIONALBAY ,---4SETBACK • MASTER SUITE OPTIONAL - - - - - - - - - COVERED - - - - LANAI 1 3 I 4 9 PTIONAL 11 DOOR (SEE SHEET SHEET 1 APPL .ATION " 8 m ui I _ _ TO PLAN.) TO ftAN.) i I I 1 I I I I t I i m i i --- I I FN. FUR- U O 0 0 Z-0 i%,, OPEN 2 dt mg 36 H ALUMINUM RAILING La. - - — - — - — - — - — - — - -- ' — - — - — - — -- - — - — E.3 ISSUE HISTORY: NO. DATE VER. DRVVN..DESCRIPTION BY APPVD iQ 10/11A7 6.16.1W MV/TW I INITIAL PLAN CREATED I ENGINEERS SN 01AxL06 6.1A.11N I TW I ISSUED TO PURCHASING I TM 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES BANDING NOTE: ALL BANDING TO BE SCORE CUT, 112' WIDE x 114' DEEP, SMOOTH FINISH INSIDE SCORE LINES, UNLESS BOX BELOW IS CHECKED. ❑WHEN BOX IS CHECKED, REFER TO RAISED BANDING CUT SHEETS. DENOTES DESIGN -- PRESSURES FOR COMPONENf5 ND ACLADDING (WI ROOF VENTING INFO. TYPE QUANTITY LINFARFEET (I+N) RIDGE VENT — 25 OFF44DGE VENTS 4 — 8 WHETSTONE ENGINEERING G, INC. 2004 53rd AVE E BRAD N L 03 CERTIFICATE OF AU IZ I # 9298 R ARF F�..:.FVATVfN FEB 8 �lT1� �ER�GER PE# 64003 SIDE & REAR EUV SCALE: 24xN =1M' =1'-0' 11x17 = ltr = 1'-M 0 ddgy5€6 'asor�?�d$ Lh O M N O fl- Q LL � C � fh O) to C O IS N On n O F W xo 3� U N Q D] of M v^/, O m u0 Q W o LL gg < Y m W W y —4 d of W of .6 w O N 0) 0 3 O co N 0 L Z O o v3 ui wz Z a.j Q (L SHEET A4b I- n 4' LOW OPTIONAL WALL VEGETABLE SINK 5'-3" o -- r --- --- Ir------- q I� r D8154 B15 B24 OPTIONAL VEGETABLE SINK KITCHEN ISLAND CER. TILE TO 6'-10' AFF 3 B' LIG PEI M( I 42" LAV. TPH 5 , up co 72- l 3' 0' 3' , \ 4� -8" -I6'l -0' 6 — � / 6'-5' � 16-1 T '! 4 PLAN VIEW OPTIONAL MEDIA CENTER AD1 SCALE 1/4' = l'-0" OPTIONAL EYEBALL LIGHT IN CEILING BEHIND "�^" 4 v 0 v NICHE DETAIL SCALE 1/4" = l'-0' MISCELLANEOUS ELEVATIONS TEMP. CLEAR GLASS SHOWER ENCL. W/ DR. CL OF SHOWER 6" CERAMIC TILE ; TO 6'-10" AFF HEAD AT 6'-6" AFF 1LB WALL MTD IT FIXTURE, ;SPEC t..... MC TOP OF TILE TO 18• ABOVE TUB H MIRROR -�-- _ DECK (2)-3 BULB, WALL MTD LIGHT FIXTURE, PER SPECS CE= CE= 47 H MIRROR � LAV. LAV. tI 6" KNEE WALL wl GLASS / VSB30 VDB12 VSB30 ENCLOSURE ABOVE 6 BAT e � � SHOWER /TUB ELEVATION 4 MASTER BATH AT SINK Ko NOTE: 1Y2' HARDIBACKER IS REQUIRED 24' ABOVE GARDEN TUB DECKS AND ON TUB FACE. BATHROOMS ELEVATIONS 1/2•HARDIBACKER IS REQUIRED TO THE CEILING FOR ALL SHOWER AND SHOWER/ I MS. RANGE HOOD/ MICRO (SEE SELECTIONS) 30' WALL CABINETS TO T-0" AFF (TYP.) TO MASTER OPEN \ OPEN\ PLANT SHELF BEDROOM \ \ /1830 W3912 W3030 W1530 DC2430 W3330 W3014 W2130 W3018 W3630 1 DC2430 a ®® um I 1 30" SINGLE b w 4• SPLASH (TYP.) Q b w 4" SPLASH P. °• 0 °• 4 WALL OVEN . - i 4" SPLASH P. DW -- --' ISSUE HISTORY: ---- PANTRY 39'OPNG B3o 615 GAS B33 DB21 B30 DB18 B18 24" OPNG SB39 No. DATE vERDRWNBy DESCRIPTION A/D RANGE ENO PANELN� a KITCHEN AT FRIDGE eKITCHEN AT RANGE REQUIRED e KITCHEN AT SINK Q10/11/07 6.1-61W MV/TW INITIAL PLAN CREATED/ENGINEERS SN 01/09/Ofi 6.1-6AW TW ISSUED TO PURCHASING TM KITCHEN ELEVATIONS NOTE: ELEVAARE TIONS PACEDTIXTURE ,ETC.REFE TO OF DOORS, DRAWERS, KNEE SPACES, FIXTURES, ETC. REFER TO OF DOORS, INTERIOR ELEVATIONS SELECTION SHEETS FOR SPECIFIC INFORMATION ABOUT CABINET STYLES, MATERIALS, AND COLOR OPTIONS. SCALE: 24x36 = 3/8" = V-0" 11 x17 = 3/16" = 1'-0" U.O.N. 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES ch 0 00 ca r M W M - v 1� N OCIJ Q � O � c U) Qi c 0 N m O yU lil z m O U N m M 0 O ca x w WLL ip � _ cd I t rn O Q w • ...4 w Of O w w N 3 m 1p o C O m O N r- w 2 M ID a o W 5 o Z a a > SHEET AD1 TABLEA. FASYENERLOCATON •SOIEWS 11NR SQE PER WE LESS THAN IT EACH SIDE I 12TON PER SIDE t 2FM3r PER SIDE 3 cREATERTIM1175' PERM OR MOMBYENr �� THAN &TCHS A/C PLAN DETAILS ISSUE HISTORY: FOUiMT10N SIAB . ` COLD. UNFT - 3I/l THR F&P CONCRETE SLAB S® PER AO LFRS SPECFICATIONS. HI SCREW WI GASIFY® "I'll, OCATION UMBE M TME'L TM SWEET. AET. R PLAN VOURNE OF caD. LR1T 04 SCREW va GA.aa:Ym wABHeL LOCATOR ✓1 NUMBER PER TABLE -9 THIS SHEET. WH4SfiMe-ENfRF , IN 2004 53rd AVE203 CERTIFICATE O929ELEVATION ��A/C PAD DETAILS SCAL24: E30, 1Ar-r-W .JASON B3 Y 11.1T: LT= l-W s ;ion o �Qgom �w C� 0 mrcn wr) — _ �vI- o `oP- QLL� o c �yai c N L N m d O O 0 U N Q m cr VJ lh ��✓ Elf 0 in L iW LL t W (� Tn J h W ■ YYYi R O Z O U y N z Z 0 J_ Co Co N 3 m 0 o m 0 N 0 Z 2 L Z 0 3LU z o w o F Z a j a a SHEET AD2 ENGINEERED ROOF TRUSS ISSUE HISTORY NO. DATE VER DRBCR WN DE5MON' APPVD 10/2GO7 6.1-6.1w MV/rw PLAN CREATED/ENGINEERED RE O 1 /09A76 G. I -G. I W TW 155URED TO PURCHASING TM -2x4 KNEEWALL SIMPSON SPH4 EACH STUD (TOP & BOTTOM) SIMPSON LTSA24 TOP OF COLUMN-` ® 9'-4" AFF TRUSS BEARING 10'-8" AFF ENTRY ISOMETRIC AD3 N.T.S. M (4) 16d �' All " 1 4%3-1 4' AN MA OI SCREWS ® E RECES LINTEL SEE TRUSS LAYOUT FOR STRAPPING 2x8 KNEEWALL 2x8 PT BOTTOM PLATE w/ 1 /2" x 8" ANCHOR BOLTS ® 12" O.C. STAGGERED OR 5/8" x 8" A.T.R. EPDXY SET w/ SIMPSON SET EPDXY ® 12" O.C. STAGGERED. SIMPSON SPH8 EACH STUD (TOP & BOTTOM) SHEET BOTH SIDES OF ARCH w/ 7/16 O.S.B. ATTACHED w/ 8d NAILS ® 4" O.C. ALL FRAMING MEMBER`. 2x BLOCKING CUT TO FORM ARCH 2x8 NAILER AROUND OPENING 2 ARCH FRAMING DETAIL AD3 N. T. S. ENGINEERE^ TRUSS 2x4 VERT] BLOCKING KNEEWALL 7/16" MIN OSB w/ 8d NAILS SPACED ® 4" O.C. BOUNDARIES 6" O.C. EDGES AND 8" O.C. FIELD eRIBBON DETAIL AD3 N.T.S. WHETSTONrERGER ING. INC. 2004 53rdL 34203 CERTIFICAN # 9298 L. JAS003 U 04 m a m cn O m " O " x Q N W H ,..0 w c� LL 0 z 3 W FF-- U h� 5 a H w 2 O En } z w o o co c o b z O O w ZQ Z J W Q ly a > o a SHEET NO. AD3 ELECTRICAL y LEGEND: SINGLE POLE SWITCH 3,N2 DOUBLE POLE SWITCH D4,3 THREE-WAY SWITCH D44 FOUR-WAY SWITCH DNMER BOTCH lLDM 4 > CEILING FUOIRE SCONCE 110 VOLT DUPLEX OUTLET yNy/ V 110 VOLT SPLIT SWITCHED OUTLET AF 110 VOLT ARC FAULT OUTLET y� ® GROUND FAULT INTERRUPT *jWP WEATHER PROOF OR OUTLET V 220 VOLT oUTLEr SPECIAL SERVICES OUTLET aT.V. OUTLET TELEPHONE OUTLET ®3 RECESSED LIGITDNG QMDISTURE RESISTANT RECESSED LIGHTING EYEBALL TYPE RECESSED LIGHTING O MINIATURE RECESSED LIGHT FIXTURE SMOKE DETECTOR V \ l FLOOO LKi7T VV+CEI,IIG FANS 1V C__�,-,c__� n OPT. FAN WIRE PREWINE DBL 24' FLOUR. FWT. WIDFFUSER o DBL 24' FLOUR. FIXT DBL 1r OIL FLUOR. FUR. A' 4 RL DBL 48' FLUOR FUR. SINGLE 41 FLUOR. FUR. BATH FAN BATH FAN W/I- EXEC. METER NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE 17 AFF (GENERAL( KITCHEN "'AFF BATHROOM 3Y AFF LAUNDRY ROOM 36' AFF EXTERIOR WATERPROOF 17 AFF GARAGE GENERAL PURPOSE 4r AFF RANGE r AFF 2. ALL TRIM PLATES A DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 47 CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SMALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION i SONG OF ALL ELECTRICAL, MIRING L ACCESSORIES. 5. SMOKE DETECTORS SMALL BE INSTALLED AS DIRECTED BY THE NFPA NATIONAL FIRE ALARM CODE. CHAPTER 2 1993 EDITION. SMOKE DETECTORS SHALL BE INTERCONNECTED AND CAPABLE OF OPERATING ON EITHER AC OR DC (BATTERESF B. ARC FAULT RECEPTACLES IN ALL BEDROOMS PER 1998 NEC. ISSUE HISTORY: CHIES DOOR BELL CHIMES III DOOR BELL DI0 DISPOSAL PREWIRE SPEAKER aBNCTION BOX OTH EAMOSTAT 0 ELECTRICAL ELECTRJCAL PANEL PANEL INTERCOM SYSTEM 0 GARAGE DOOR PUSH BUTTON 000 33AULB�THEEATRICAL LIGHT 4A8ULUI.B THEATRICAL LIGHT 00000 SBUUB THEATRICAL LIGHT 000000 S-BULB THEATRICAL LIGHT DISCONNECT 6Ir CLEAR OF A/C COMPRESSOR lel 4 4 pro., SINGLE BULB FLUGRE'. FIXTURE ABOVE DOOR WP AF lk OPT. MEDIA G. SEE WADI F S. - V CHECK IF OPTION .F ❑APPLE / - F N AF / I AF PREWNE /- a FPREV 1 ,\ ADD ELECT RECEPTACLE FOR / //-/- `\. OPTIONAL ALARM�- - `� PREWIRE � 0 corer y1 1 --- IRRIGATIONTITER SWITCH d o I� 0 ,1 FIXTURE A BWRCH I , IN V ' FOR GARAGE DOOR OPENER w OPTIONAL T -•� / - OPTIONAL �. OPTIONAL PENDANT UNDER LIGHTS COUNTER i \ UNDER U COUNTER NTER T , ..... 7--... T.. 1 � 1 v :- o L ---- - � - I LIGHT FIXTURE TO BE CENTERED ON WALL COLLI N AND WINDOW- 5'E' U (2) 48' FLUORESCENT FIXTURES W/ WRAP AROUND DIFFUSERS OPTIONAL / ELECTRICAL PLAN TYPICAL FOR ELEVATIONS'A','C' 8'D'. SEE A3b FOR ELEVATION -w ELECTRICAL PLAN ELECTRICAL. SCALE: 11x17: 1/8' = 1'-0' 24x36: 1/4' = 1'-0' cM mCV W M 7 U I- 04 ID O - Q LZ MC QI ICJ m C O 0 TZ N m n- op E-IS W T Q O m M J O m Q 3 iLL � 7� l--U , R IlJ c 55 R 5 a U F U W UU W LOIN (O (O O � O O m p N n O r 2 41 LL z O zLU 0 z Of d j O SHEET E 1 0 0 w,rM Wm— - mo > Cow �C� 0 N m O O tl (9 U N Q m N ,^ O Y w iw LL cd t 7 r 0 g 0 Z a O 0 J LL cli E! 3 m o a o N r 0 Z 2 0 LL Z O Z O H z a rn lii � Z a j SHEET Fl c AIC COMP. ON PAD SIZED BY MFR COMP ----------------- MAST ATH MASTER BEDROOM FAMILY ROOM ® JUMPER JU I i ATf�- i i I �--------------- y I ------ BEDROOM' 2 MECHANICAL LEGEND i KITCHENEl I- I � � AIR HANDLER I z FILTERED RETURN - CEILING JUMPER T FILTERED RETURN - WALL Z JUMPER JUMPER JUM�R DINING ROOM JUMPER BEDROOM 3 ® AIR SUPPLY ' O THERMOSTAT UTILITY ® FRESH AIR VENT ALT AJC COMLOCATIONTI 4 BATH FAN LOCATION LIVING ROOM II. I A - __----___ ATZT'aC86SSy AH FO R 2-CAR GARAGE BEDROOM 4/DEN O ISSUE HISTORY: NO. DATE VER. DRWN.DESCRIPTION APPVD 0 iOH1A7 6.1-6.IW MV/TW INITIAL PLAN CREATED/ENGINEERS SN 01/01" 0.1E.1W TW ISSUED TO PURCHASING TM MECHANICAL LAYOUT SCALE: 24 x 36 - 1 /4" = 1'-0" 11 x 17 - 1 /8" = V-0" 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES ri NN 00 M c r ) W — �vN- � N O Q lz O to m N IT O C O N m d L O l� V m O ca Ix x Q i LL N< 4-4 W cz r 5 � a U Z Q x U sNp Up o O N Z 2 m U. Z 0 Q z o to W o Z a j o a SHEET m 1 OPTIONAL RECESSED IFIXTURES -� -, MASTER R BEDROOM FAMILY ROOM ELECTRICAL PLAN ISSUE HISTORY: REAR ELEVATION 1r-W r� 14'-4• r� O C ------ .. ■ lr-wxT Oraa ■ 94• AFF O 0 80EO SGp M STFR DROOM FAMILY ROOM 1T-0•X QW ' CEILING ®ffJ- FLOOR PLAN MASTER BEDROOM - ----- --- ------ AN I cq. ■ 9J• AFF FAMILY ROOM lr�xl W CEL NG ■ ffJ- ROOF PLAN ZCM- FTC. Wl (3) 15 REMM EACH WAY 4 LANA`io 4m m Sz4 31? F! V-2 c e RECESS SUB , i, FOR s G.D. FAMILY ROOM ELEV: 0.0 (REF) TOP OF 1Ur THICK SLAB IMeP]zI07AlCo1►Ill W10� e COVERED LANQUSTONE �KGIN r ING, IN . SCALE: 24x ss: va• = r-a• MJ7d ," A1/ FL 3420 REFER TO SHEET Al A2 & E1 HECK THIS T IZATI ON # 92 FOR BALANCE OF PLAN & IF OPTION APPLIES B 8 2008 INFORMATION NOT SHOWN. L. JASON BERGER PE# 64003 gmkoz- oW 9we a oaLLo,� M O co 04 W ccn 7 'rO tq cq N O Q LZ C '�r MO to N N p O L N M d � o W U N Q Qcn x� W Ct H k Q !�5 zz O F o_ 0 _ {p O O N 0 z LL z 0 o w 5 o Z a > a SHEET osi ROOF PLAN REAR ELEVATION HO ® B-0• Oiz COMP A N H _ •� m , OO AF M SH ®° LL ' TPH m --_ _ _ _ _ ___--- _--- ____--- -------- 1 O O 2 CODRSE MASONRY I BON68EAM L ` ■ 2%E PKT i MASTER BEDROOM MASTER BEDROOM 120•xtsr ■ CEILING ■ 74• o ■ ■ ■I T'' I ELEV: 0.0 (REF) MASTER BATH ®. MASTER RI ; { ,•� I TGP GF lt2• i»ac Sufi eTrl • CELNG e O sue• $ $g �� I'. ;I r O ■ 1oi i ■I _ _ � za66 ELECTRICAL PLAN FLOOR PLAN FOUNDATION PLAN ISSUE HISTORY NO. DATE VER DESCRIPTION F,.=rr. APPVD p I U/11A7 6.1a.1 W I Mvrrw PLAN CREATED / ENGINEERS SN 01MM 6.1-6.1W I TW I ISSUED TO PURCHASING I TM 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES WHETSTONfEE ESTING, INC. 2004 53rdN FL 34203 REFER TO SHEET Al, A2 & E1 a BAY WINDOW M� /TION # 9298 FOR BALANCE OF PLAN & SCALE: 24x36:1/4•=1'-D• 11x17:1/8•=1'-0'INFORMATION NOT SHOWN. CHECK THIS BOX IF OPTION APPLIESL. JAS64003 a 6g8 � p� dE984M44€ .6 il9do aaWo a 0 W «cM (D v N O r- Q LL ^ O s cn � m C � O l9 N m d O L7 0 U N Q m N V m MJ O In x i < W = F (d � to gg R 7:$ e U) Q m a Z O a 0 N tD tG m O � N r O r 2 m U. z 0 a- o to W r wz Z LU > o a SHEET OS2 SVR Lot 17 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"x1-1/2" 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: V. WIND LOAD NOTES: 5.1 DESIGNED PER FRC & FBC 2004 (w/ 05 & 06 SUP) & ASCE 7-02 5.2 BASIC WIND SPEED = 130 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 2.1 CONTRACTOR SHALL ENSURE THAT CONCRETE CONFORMS TO ACI 301 5.16 EXTERIOR SHEATHING: FASTEN 15/32" WINDSTORM SHEATHING TO FRAMING WITH 8d NAILS (CURRENT), SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI OR 0.131" P-NAILS AT 6" O.C. ALONG THE TOP AND BOTTOM PLATES, 6" O.C. ALONG PANEL 302 (CURRENT), GUIDE FOR CONCRETE FLOOR & SLAB CONSTRUCTION, AND EDGES, 12" O.C. ALONG INTERMEDIATE SUPPORTS. ALL EXTERIOR SHALL EXTEND FROM THE ACI 318 (CURRENT), BUILDING CODE REQUIREMENTS FOR REINFORCED BOTTOM PLATE TO THE TOP MEMBER OF THE TOP PLATE. 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. 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. 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. 2.8 CONTRACTOR SHALL ENSURE THAT CONCRETE COVER TO REBAR IN THE ALONG PANEL EDGES, 6" O.C. ALONG INTERMEDIATE SUPPORTS. PROVIDE 2 x 4 BLOCKING SLAB IS IN ACCORDANCE WITH ACI 318 (CURRENT). EDGEWISE ALONG HORIZONTAL PANEL JOINTS. 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 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 2 ALL OTHER DESIGN ELEMENTS S THE RESPON#6TjW*E"K Q�G. 2004 59rd AVE E 0 342 CERTIFICATE Oy�rJ,y�►XWATION # 9 L. JASON BERGER, P. PE# 64003 IN w z a U) w w W H O Z J Q N w F_ Ci 0 U~ � 3 o 3 0 U •� 0 z a SHEET NO. S-1 SVR Lot 17 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"xt-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: 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 2.1 CONTRACTOR SHALL ENSURE THAT CONCRETE CONFORMS TO ACI 301 5.16 EXTERIOR SHEATHING: FASTEN 15/32" WINDSTORM SHEATHING TO FRAMING WITH 8d NAILS (CURRENT), SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI OR 0.131" P-NAILS AT 6" O.C. ALONG THE TOP AND BOTTOM PLATES, 6" O.C. ALONG PANEL 302 (CURRENT), GUIDE FOR CONCRETE FLOOR & SLAB CONSTRUCTION, AND EDGES, 12" O.C. ALONG INTERMEDIATE SUPPORTS. ALL EXTERIOR SHALL EXTEND FROM THE ACI 318 (CURRENT), BUILDING CODE REQUIREMENTS FOR REINFORCED BOTTOM PLATE TO THE TOP MEMBER OF THE TOP PLATE. 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. 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. 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. 2.8 CONTRACTOR SHALL ENSURE THAT CONCRETE COVER TO REBAR IN THE ALONG PANEL EDGES, 6" O.C. ALONG INTERMEDIATE SUPPORTS. PROVIDE 2 x 4 BLOCKING SLAB IS IN ACCORDANCE WITH ACI 318 (CURRENT). EDGEWISE ALONG HORIZONTAL PANEL JOINTS. 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 REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ 05 & 06 SHJ 5 TI)NG,I R 4 INC ALL OTHER [�§jMrd 08 F 4203 THE RESPOI`f§ L /A FL14 1 29E FEB8 L. JASON BERGER, P.E. DATE PE#OMdN BE ER PE# 64003 wz_ �C c4 Con �w C/� a23 c.7 1•W � z �z w SHEET NO. S-1 SVR Lot 17 Block 3 8" C.M.U. FINISH PER ELEV. 3-1/2" CONC. SLAB 25" LAP MIN 1 #5 DOWEL -FINISH FLOOR FINISH GRADE 00 _I b 6. 1'-4" 2 #5 BARS CONT. EXTERIOR MASONRY WALL FTG SCALE: N.T.S 3-1/2" CONC. SLABS 14-1/2" 13" 00 E GARAGE DOOR RECESS S — SCALE: N.T.S. 2x4 SPF STUDS ® 16" O.C. (1) #5 BAR CONT. FINISH GRADE 11, 8" 42 TYPICAL 3-1/2" CONC. SLAB 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 0 a W � m 8 0 O z 'I- w ANSION JOINT 00 INSULATION 2x4 SPF STUDS ��A �—O 16" O.C. 1/2" GYPSUM BOARD 3-1/2" STEP r � o 1141 (2) #5 BARS CONT C THICKENED SLAB @ GAR. (NON-BRG. ) S- SCALE: N.T.S. EXPANSION JOINT +�- 10" 3-1/2" CONC. SLAB - 3-1 /2" CONC. SLAB 00 •i 'i 1'-4"1--2 #5 BARS CONT. D EXTERIOR DOOR SILL S- SCALE: N.T.S. 25" LAP MIN. 1 #5 DOWEL 3-1/2" CONCRETE SLAB w/ FIBERMESH (f'c = 2,500 psi (MIN.)) 8" C.M.U. 3-1/2" CONC. SLAB FINISH PER. ELEV. 8"x16" CONCRETE FOOTING FINISH GRADE w/ (2) #5 BARS CONT. 00 24"x24"x16" FTG (f'c=2,500 PSI (MIN.)) _ + - ,r '.� w/ (3) #5 BARS ® 8" O.C. E.W. 2 #5 BARS CONT. CLEAN 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" 1/2" GYPSUM BOARD qT// SIMPSON TITEN HD ANCHORS ® 18" O.0 3-1/2" CONC. SLAB -. _O (2) #5 BARS CONT. 1'-4" 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 t 00 t 2 #5 BARS CONT. i� MASONRY WALL FOOTING @ PATIO 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. 2'-0„ G MASONRY COLUMN FOOTING S- SCALE: N.T.S. 1/2" GYPSUM BOARD 2x4 SPF STUDS 16" O.C. INSULATION — 3-1/2" STEP A. S 1/2"0 x 8" ANCHOR BOLT w/ 2" WASHER @ 18" O.C. (2) #5 BARS CONT. THICKENED SLAB @vAWRAG€4 SCALE: N.T.S. CERTIFICATE OF L. JASON BERGER, P.E. DATE FEB PE# 64003 L. JASON BE [lilfd>fN ING I 0 r 342 I ON#9: 008 GER PE# 64003 W J H W o Z w y O F-�--I z Q O Z �1 U ZD On O w � f H Q fY Cid o Z O N ri • .� z a Z a H SHEET NO. S-2 SVR Lot 17 Block 3 8" C.M.U. FINISH PER ELEV. 25" LAP MIN 1 #5 DOWEL 3-1 /2 FINISH FLOOR (1) #5 BAR CONT. " VCONC. SLAB FINISH GRADE I , _I �"-2 #5 BARS CONT. A EXTERIOR MASONRY WALL FTG S- SCALE: N.T.S. 3-1/2" CONC. SLAB FINISH GRADE 1 8" 42 „ —TYPICAL 3-1/2" CONC. SLAB 00 B� THICKENED SLAB EDGE 14-1 /2" DRIVEWAY __:�4 \_1 EXPANSION JOINT _____2 #5 BARS CONT. F GARAGE DOOR RECESS S- SCALE: N.T.S. 2x4 SPF STUDS @ 16" O.C. 5/8"0 x 8" 1/2" GYPSUM BOARD IF/ SIMPSON TITEN HD ANCHORS @ 18" O.0 3-1/2" CONC. SLAB (2) #5 BARS CONT. H FOOTING @ INTERIOR BEARING S- SCALE: N.T.S. SCALE: N.T.S. VERTICAL WALL REINFORCEMENT - (1) #5 DOWEL PLACED TO _ MATCH VERTICAL WALL REINFORCEMENT (LAP - SPLICE = 25" MIN. ) INSULATION 2x4 SPF STUDS @ 16" O.C. 1/2" GYPSUM BOARD 8 (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.)) 3-1/2" CONC. SLAB x W m o Z 8"x16" CONCRETE FOOTING w/ (2) #5 BARS CONT. (f'c=2,500 PSI (MIN.)) 00 ' CLEAN 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 F OPTIONAL STEMWALL FOOTING S- 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 Li NZ COLD JOINT - a- #5 BARS CONT. MASONRY WALL FOOTING @ PATIO 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 2 #5 BARS CONT. D EXTERIOR DOOR SILL S- SCALE: N.T.S. 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'-0" G MASONRY COLUMN FOOTING S- SCALE: N.T.S. 1/2" GYPSUM BOARD 2x4 SPF STUDS —� @ 16" O.C. INSULATION — 3-1 /2" STEP 1/2"0 x 8" ANCHOR BOLT w/ 2" WASHER @ 18" O.C. (2) #5 BARS CONT. K THICKENED SLAB @ GARAGE (BRG. ) S - SCALE: N.T.S. L. JASON BERGER, P.E. WHETSTONE ENGINEE 2004 53rd AVE E DATE CERTIFICATE A PE# 64003 F 0 00 M M ' SHEET NO. G, IN . FL 3420 ATION > K92 S_2 08 SVR Lot 17 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 'L' BRACINGS ® 24" O.C. SEE TRUSS ENGINEERING FOR SIZE, LOCATION, AND ATTACHMENT 2x4 SPF (MIN) 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 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"Ox12" "J" BOLTS © 24" O.C. MAX A GABLE END DETAIL S — 3 SCALE: N.T.S. 2X6 SY NAILS 4 to 0 to to 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 —�" 3—COAT STUCCO FINISH. APPLIED PER ASTM C 926 ATTACH GABLE TRUSS TO PLATE WITH 161 0 4" O.C. STAGGERED PLACE SHEATHING FLUSH w/ MASONRY FASTEN ROOF SHEATHING w/ 8d NAILS ® 6" EDGES, 12" IN FIELD & 4" O.C. ALONG NAILER ENG. TRUSS END. ►.:1 . C VALLEY -SET ATTACHMENT DETAIL S-3 SCALE: N.T.S. 2x8 P.T. #2 SYP JAMB TRACK/BRACKET FASTEN PER MANUF. SPECS. EXTERIOR 3" MIN. @ 181/2" J—BOLTS w/ 1 8"O.C.WASHER SPACED O (5 PER SIDE MIN.) 1� '_ 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 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR WHETSTONE ENGIN & TING, L. JASON BERGE 0q4 k3rd AVE N FL 34: PE# FICATE W� T IZATION # F 2008 SHEET NO. S-3 L. JASON iERGER PE# 64003 SVR Lot 17 Block 3 ENG. ROOF TRUSSES #5 BAR w/ 25" (MIN.) ROOF SHINGLES ® 24" 0. ' LAP SPLICE (GROUT CELL TRUSS ANCHOR SOLID) SEE FLOOR PLAN SEE ROOF FRAMING PLAN R-19 (MIN.) - _ FOR REINFORCED CELLS T - SEE NOTES 5.18 FIBERGLASS INSULATION. LOCATIONS 7 & 5.19 SHEET S-1) NAIL RR00 ING SPECIFICATIONS #5 (MIN.) DOWEL INSULATION BAFFLE EPDXY -SET w/ SIMPSON SET EPDXY (OR EQUAL) MASONRY WALL W/ 6" MIN. EMBEDMENT f * -1 EXISTING 1/2" GYPSUM BOARD DRILL 3/4"Ox6" DEEP CONCRETE (MIN.) HOLE INTO EXISTING �- FOOTING FOOTING MAINTAIN 5" (MIN.) MAX. K.O. BLOCK BOND BEAM POUR EDGE DISTANCE :. ••..; ,. .•t SOLID W/ 1 - #5 BAR CONT. '• t ' �. ' .:;:. ,; , EACH MIN. LAP =25" FILL W/ 3000 psi CONCRETE. NOTE: CLEAN THE HOLE OF LOOSE PARTICLES & CONCRETE #5 BAR VERT. WALL REINFORCEMENT DUST USING COMPRESSED AIR & A NYLON BOTTLE SPACED PER FOUNDATION PLAN BRUSH BEFORE EPDXY IS INSTALLED. EMBED ACI STANDARD HOOK 6" IN BOND BEAM. GROUT CELLS SOLID C RETROFIT DOWEL DETAIL STUCCO FINISH. S-4 SCALE: N.T.S. APPLIED PER ASTM C 926 RIDGE VENT: FASTEN TO ROOF PER MFR'S 25" MIN. LAP SPLICE INSTALLATION INSTRUCTIONS SEE ENG. FOR NAILING DETAILS 15# ROOFING FELT 2 X 4 SPF 7/16" OSB ROOF SHEATHING 8" x 8" x 16" CMU (MIN) BLOCKING FIBERGLASS ROOF BOTH SIDES SHINGLES PROVIDE INSPECTION OF VENT HOLE @ EACH DOWNPOUR 3 1/2" 2500 PSI CONC. SLAB w/ FIBER MESH ON 6 MIL APPROX. GRADE V.B. LAPPED AND TAPED PROVIDE 12" TOP CHORD OF ENG. MIN. COVER ° . 1-1 /2" TYP. CLEAR ROOF TRUSSES (TYP) ° SLOT @ RIDGE (SEE 'e CLEAN, COMPACTED, TREATED VENT MFR'S INSTRUCTIONS) FILL UNDER SLAB REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 SEE FOUNDATION PLAN FOR SIZES ° 2 #5 BARS CONT. B RIDGE VENT DETAIL FLORIDA RESIDENTIAL CODE (FRC) & S-4 FLORIDA BUILDING CODE (FBC) (w/ N.T.S. SCALE: 05 & 06 SUPPLIMENT), AND ASCE 7-02 ALL OTHER DE% V EFI FNE� ING, A TYPICAL WALL SECTION THE RESPONSIBIJ 59FdkWE9 L34 CERTIFICATE OF T I ION #' S-4 SCALE: N.T.S. L. JASON BERGER, P-E. FEB 08 PE# 64003 SHEET NO. SA (2) 2x6 I WITH 112 BOLTS ROOF FASTENER LAYOUT ELEVA TION V W/ PORCH W/ OPTIONAL BAY @ MASTER SCALE- HT.S. J V M LUL 1 / O (2) SIMPS❑N HETA20 DIUU -9 8 v"� ,do T00 _np N W (� u C'3 u 2 DOUBLE O SILL PLATE. SEE DETAIL THIS SHEET eg m OSIMPS❑N HETAL20 TYP CMU TO WOOD U,❑,N, a Ow 4 SIMPS❑N HTS20 z O� O SIMPS❑N H10 TYP WOOD TO WOOD U,❑,N. w w M6 SIMPS❑N HTSM16 r�w NOTE: CONTRACTOR SHALL REFER TO THE FINAL TRUSS ENGINEERING PACKAGE FOR C❑NSTRUCTI❑N. UPL IF VAL UES THA T MEE T OR EXCEED 1000# AND REACTIONS THAT MEET OR EXCEED 3000# ARE SHOWN AS NOTED, THE VALUES ARE BASED ON THE ENGINEERED TRUSS L A YOU AS PROVIDED BY THE MANUFAC TUBER. INC 203 9298 U N a m N a ao ❑ 0 m tY Ix Ix � Q 2 �a y } W 0 ° 3 LL z R _ 4Q a SHEET NO. S5E ROOF FASTENER LAYOUT OPTIONALCOVERED LANAI (ALL ELEVATIONS OSIMPS❑N HETAL20 TYP CMU TO WOOD U.O.N. NOTE: CONTRACTOR SHALL REFER TO THE FINAL TRUSS ENGINEERING PACKAGE FOR C❑NSTRUCTI❑N. UPL IF T VAL VES THA T MEE T OR EXCEED 1000# AND REACTIONS THAT MEET OR EXCEED 3000# ARE SHOWN AS NOTED. THE VALUES ARE BASED ON THE ENGINEERED TRUSS LAYOUT AS PROVIDED BY THE MANUFACTURER. WHETSTONE ENGINE ESTI , INC. 2004 53rd AVE R 0 L 34203 CERTIFICATE A TION # 9298 F 0 2008 L. JASON ERGER PE# 64003 C7 U N a m N a m o O N O Q 2 � a tN `y / WLL W O ; A L 2 � ; g a SHEET NO. S5G SVR Lot 17 Block 3 2; 4' SI N. RECESSED TOENAILS ® 4" O.C. INTO ALL INTERSECTING MEMBERS U.N.O. (BOTH SIDES) A HALF ROUND WINDOW FI -6 SCALE: N.T.S. 3-1/4" x 1/4" TAPCONS 8" O.C. (2) A34 FRAMING W/8-8d X %" N, 2x8 SYP CL 4" LENGTHS SHEATHING NAILS EACH 2x8 @ 45 w/ (2) 10d TOE NAILS EACH END TYP. T SYP ZIMETER 3-1/4" x 1/4" TAPCONS 8" O.C. 2x8 SYP CUT INTO 4" LENGTHS BETWEEN SHEATHING w/ (2) 10< NAILS EACH SIDE TYP. RECESSED C SHALLOW ARCH WINDOW FRAMING -6 SCALE: N.T.S. w/ (2) NAILS CH END TYP >YP --TER '(ALLOW ARCH WINDOW FRAMING _E: N.T.S. :8 w/ (2) )d NAILS EACH END TYP. 1 /2" EXTERIOR SHEATHING w/ 10d TOENAILS ® 4" O.C. INTO ALL INTERSECTING MEMBERS U.N.O. (BOTH SIDES) ) A34 FRAMING ANGLE /8-8d X 1Y2" NAILS. REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & R FLORIDA BUILDING CODE (FBC) (w/ 05 & 06 SUPPLIMENT), AND AS -02 ALL OTHER WA oftNtL { S THE RESPON3Wl"Wd AGE I CERTIFICATE A ATION # L. JASON BERGER, P 0 PE# 6400 IN4 c a Wz z C Oin w E-� �z W� �w z z w � Q w 0Ln w w Q Q 1 J a U 0 Z o 0 z 3 o 0 rY Q 0 O 5 a 69:I�a�►N1A S-6 G SVR Lot 17 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 SEE PLAN FOR SETBACK PRE—ENG. GABLE TRUSS (SEE TRUSS ENG.) A BOSTON HIP FRAMING S-6J SCALE: N.T.S. TRUSS ANCHOR SEE ROOF FRAMING PLAN 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— 2 ALL OTHER AXST6INFM1Q#1I$flN§ INC. THE RESPON�1114165EW AVE ET§kA 03 CERTIFICATE OF I AT 49298 L. JASON BERGER, I7BEVER E PE# 6400 L. JASO PE# 6 s� � W 0 w w J = Q W � c� & a _ 7In o Z O Cid0 a z 1 3 m •r-4 O 5 a SHEET NO. S-6 J 3 For Masonry Rough Openings (5) Screws per side at 17.5 SPACM for 6/8 units (7) Screws per side at 14' spatting to 8`110 units Single door unit <W.AgnIdEfflR COMPONENT SYSTEMS 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 fasufners per vertical framing member and 3 in header for 8' units. AppN since LATCHING HARDWARE rubber ftee rows to in Compliance requires that ANSI A156.5 GRADE 2 or better cylindrical and deadbolt security bead size Of 1/4' lock set be installed. Follow assembly Instruction PDF-Al-X. high it aWw*, NOTES* 1. Fasteners recommended for this unit are wif;* x 2-3/4' Tapcon screws calculated tp/ the lowest fastener rating for optimum anchor positioning, Z The Tapcon screw length Is designed for 1-114* minimum embedment into Vie masonry. 3. Sealant recommended to adhere sill to strHoor is 100% clear silicone rubtier sealant. OXO units (661 use approx. 12 oz. of silicone: XX units (721 use approx 16 oz. of silicxnai: X units (361 use approx. 8 oz. of silicone: OU triple units (1081 use approx. 24 oz. of sAicone: OXXO quaff units (1441 use approx 32 oz. of silicone- Silicone rating: ASTM C-920, Class 25, Type S, grade MS. DAP product number., 0864t. 4. For installation in wind -home debris or high -velocity hurricane zones, add 3 fasteners to sill. AT] No. 01-43054.01.01-43054.02, and 01-43054.03 (Architectural Testing, Inc., York, PA) • TT -ILP Single door unit with two sidelites (boxed construction) Double door unit Double door unit with two sidelites X '0 SHEET NO. DZ Stock Building Supply 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 1 6' 8" 3' Opaque Door +47.0/-47.0 6184.2 6' 8" 3' Sidelight Glass ODL Smart Frame +60.01-60.0 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 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' O que 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' Sidelight 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 +60.01-60.0 4177.1 OXXO 6' 8" 6' Glazed ODL Screw Frame + 50.0/-50.0 6142.1 6' 8" 3' Sidelight Glass ODL Screw Frame +60.01-60.0 4177.1 Z O o > o w N w g J Q a H w o Z C x 0 oZ O '" $ 0 s a SHEET NO. D2 J ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W1 oo AND I�TF�E �At1�VE (ALOt�GkfZM'ER) OPTIONAL 1/8' ACRYLIC OR LITES AVAILABLE I A (SEE SE TON B-B) ` --" A L- OPTIONAL OUTSIDE KEYED LOCK MAX. DOOR WIDTH - 16•-2' INSNIF�FVAIIONS DOORS UP TO 7'-0' HIGH CONSIST OF (4) SECTIONS((�SFgWN). DOORS OVER 7'-0' HIGH CONSIST OF (5) -SECTIONS (h10T SHOWN) NOTE 21 THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE F43PORSORM OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. SHF LAP JOINTS. 25 GA. MIN. EXTERIOR SKIN WITH 0-40 CALYAN82ING, BAKED -ON PRIMER AND A AP TO BOTH�SIDESP F TOPA&MSTEEM SMOLT. '6 GA. PAINTED END SMILES ATTACHED TO DOOR SKI! WITH PATENTED TOO-L-LOC SYSTEM (TOP. BOTTOM h CENTER). 18 GA. GALV. DOUBLE DO STILES ATTACHED TO TOP AND BOTTOM RAT. SNAP LATCH ENGAGES WITH PATENTED TOG -I -LAC SYSTEM. ONTO VERTK'AL. TRACK. ONE SNAP LATCH ON EACH SIDE GF INTER. STILE OUTSIDE KEYED�--W%OE ENO �. VIEW 'B• HANDLE STILE VEIN •� HANDLE OUTSIDE KEYED LOCK SNAP UTCH LOCK OPTION TWO POINT LOCKING INTO TRACK. BRACKET USED FOR trlTTrx. oaaa IF rmn vs, ;i %_ "M-m END SLIDE DOLT " LOCK ENGAGES INTO VERTICAL TRAM ONE LOCK ON EACH SIDE �$ OF DOOR. LOGO OPTION a ,• t. I� �I� •r a HILL •. IF`. •. . TOOL• ,.w. .�• OPTIONAL 10 SCREW DSB GLASS OR WINDOW UTE MOLDED INSIDE 1/8' ACRYLIC SECTION B-e LITE RETAINER #Sx3/4' PAN HEAD SCREW (10 SCREWS PER LITE) t 2 GA. GALV. STEEL. TOP EACH BRACKET ATTACHED W 4 f4x5 8 $ HEET PETAL SCEtEN" AW ATTACHED Ft TO TOP BRACKET WITH (2) 1/4'xt/2• BOLTS AND NUTS PER 1RtACKET. 2-1/2' vrc�r5/6' (TY►'•) 4 TEAL. C-CHANNEL 16 GA. GALV. STEEL 14 GOL GALV. ROLLER HINGE. EACH HINGE _FASTENED TO ENO STEAND (2) 1/4.1/4' SELF TAPPING S=V& (SEE VIEW 'B') ONE 4' TALL x 16 GA. C-CHANNEL PER DOOR SECTION. ( (1) 1NEW3/4' SELF TAPPING SCREW PER STILE LOCATION. 1-1/4' WOE x 16 GA. GALV. STRAP. (5) PER DOOR SECTION ON If WIDE DOORS. EXCEPT (88) STRAPS ON 2N0 (LOCK) SECTION (SEE ipmWITH (3) 11/4'x3/4' SELF TAPPING SCREWS ELVAYM). EACH(TWO SCREWS TD pDODRR. ONE SCREW TO C- _ATTACHED WITH (2) #11444/6- SHEET METAL SCREWS. ALUMINUM EXTRUSION h Yuri WEATFER5TRF. #14x5/8' SHEET METAL SCREWS LNR TOP BRACKET DOUBLE HORIZONTAL O TRACK O O O 1 4'x3 4' SELF DOL B c TRACK9T SCREWS. LOW HEADROOM OPTION 14 GA. I]ND HINGES 18 GA INTERMEDIATE HATE NEW 'B' VIEW 'c• 1' DOOR OVERLAP (EACH SIDE) 24 YELLOW PINE JAMB 12 GA. GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH 5/16'xt-5/8' LAC SCREWS NOT TO ocCEEO 14' O.0 STOP MOULDING BY DOOR 96-MI ER (TD SNIT) • 16 GA. GALV. STEEL PAINTED END STILE ,-- 18 GA. GALV. STEEL DOUBLE END STILE 20 GA GALV. STEEL INTER. NUT OR PUSHNUT ED ON ROLLER SHAFT 2' HALM. STEEL TRACK FASTENED TO J 12 GA. GALV. STEEL TRACK BRACKETS. L 14 to, UALV. SILGL KV{LLK \ FASTENED TO Eta 57aEs EACH W 4) TRACK ATTACHED TO EACH BRACKET 14x5 6' SHEET METAL SCREWS 2 1 4 ' SELF TAPPING SCREWS PER WITH ONE 1/4'x5/8' BOLT do MIT O HUGE OR TWO 1/4' DNA. RIVETS. PREPARATION OF JAMBS BY OTHERS_ 2' OW LONG STEM, 10 BALL STEEL ROLLER. SECTION C-r JJ�$I TO SUPPORTING STRUCTURE ATTACHMENT 1 ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERTICAL YELLOW PINE (GRADE #2 OR BETTER) JAMBS. 140 LOAD FROM THE DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2) ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE WOOD FRAME BUILDINGSTUD S OPENING SHkl BE FRAMED SOUD BY NOT LESS THAN () ) OR ((3) 2x6 tE TOf Oa16'21Vx8-H) PRESSURE TREATED GRADE 12 OR BETTER WOOD STU05 OF A9STRESS GRADE NOT LESS THAN 12DO PSI NOMINAL EXTREME FIBER STRESS IN BENDING (F.). STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS. BLOCK WALL OR CONCRETE _ 2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH REINFORCING BARS EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMHS TO BE DESIGNED BY THE BUILDING ENGIEER OR ARCHITECT OF RECORD, 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS) HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) DOOR COUNTERBALANCE SYSTEM 13 GA. GALV. STEEL FLAG BRACKET. 4)Ciltl]i E:eytz•� TYP. 2-1/2'xi2 GA. GALV. STEEL TRACK BRACKETS, DISTANCE BETWEEN BRACKETS NOT TO EXCEED 14' O.C. (6 TOTAL BRICTS PER SLOE FOR DOORS UP TO 7'0' HIGH). Q TOTAL BRKTS PER SIDE FOR DOORS UP TO 8'0' HIGH). bW& DOCK LOW HEAMEROOM'RAiIS AVAILABLE AS AN OPTION JAMB (t LOADKFROM )DOOR) FASTENER TYPE MIN. No. OF FASTENERS PER VERTICAL JAMB 2x6 VERTICAL JAMB ------------- � a�.. • • r • «a a• as ..�!! r., Brii €i�iT'��i= .,: _ �r,N.a. .SELL. . ! «:.� .�r�iCs►lllir>3(l�i1T7�� (•d3':•� H• h �';l!.�N�rlL��l�iYli7.1 70¢+.IyA17/ A '•.:� • Hl I�-��.�1j�t: fir: ��TTJ�'. ii)1 (• 'i!1 ■ _,Rr ::'r:7ala)•I'iL��'JC.)I�'_Ef �Tl:.a,)Tit+.aa Axf_�:« ::J•:[•]Y. t�I)!'�E��= ! L.,! �. MA.t WESMW1DA. P.E. Ht. "A PL #484" NORTH 040M Pt #23N2 THIS DOOR MEETS OR EXCEEDS THE DESIGN THIS DODR MEETS OR omms Tw DESIGN LOADS FOR THE WIND SPEEDS LISTED BELOW LOADS FOR THE WIND SPEEDS LSTW BEtDW ACCORDING TO THE 2001 FLORIDA SURD" ACCORDING TO THE 2001 FLORIDA BUILDING CODE fH8 FOR THE FOLLJTMING CODE JLSfE7-98 FOR THE CON 1)yLLY-ENCL.OSEO 1} 2 DOOR 2) DOOR HAS 2 OF VA iN BLALDIOS HAS 2' OF WIDTH IN BLUEING S END ONE, END ZON 3) USE ACTOR OF 1 A. 4 ANY 3 FACTOR OF 1.0 4 ANY ROOF SLOPE AND 31 50X SAFETY WINO SPEED MPH 1 110 120 1 130 WIND SPEED 1 130 140 T 150 Lk1+El B ar C B Cl B EXPOSURE LEVEL 6 or ClI B I C I B I MEAN ROOF HOGNTI 30' 1 30' 1 15-1 30' MEAN ROOF HEIGHT 30 1 30' 1 IWI 30' TM arcagwnwda d.pktAd t•w* an ttw aoM A DESIGN LOADS: +37.0 P.S.F. & —41.0 P.S.F. TEST LOADS: +55.5 P.S.F. & —61.5 P.S.F. ORiGWAL DRAWINGS ARE SIGNED IN BLUE INK WITH A RAISED SEAL (EMBOSS). V/ Z O o > O W w N J Q a w Z Cq it O Z O o O q N • .� O 5 a SHEET NO. CAULK BETWEEN MOOD :BUCK & MASONRY OPENING' BY OTHERS D INSTALLATION ANCHOR 3/166- DIA. TAPC0Ntwom P CAULK. BETWEEN VNWOW FLANGE — WOOD BUS( ONE BY WOOD - BUCK BY OTHER CAULK BETWEEN WOOD .BUCK k- MASONRY OPENING BY OTHERS 'CAULK BETWEEN WINDOW FLANGE do WOOD BUCK FRAM 1 EXTERI WINDOW HEIGHT :LANGE WINDOW' SILL 8YPF �M�1�R D PRE CAST SILL BY HERS —� SHIM AS (SEE NO' SECTION 1 FLANGE TYPE WINDOW FRAME 1/4"SHIM JAMS. q <SPACE M PERIMETER CAULK__,—1 srieN w[sxN w+n BY OTHERS t W1N.DOW NE)TH EXTERIOR AS RETD CAULET NowE ): SECTION CON 2 W�oWKBET wWEtEN INSTALLATION WOOD BUCK 3/t6' DIA.TAPCON SHOW J n 1 1/4` MIN. V FlUBEDMEWT 1 4 1 f4' Sall SPACE MAX: WNDOW HEIGHT 1 1 t!4'. wN. SEKS 1480'15W/1590. HORIZONTAL SLIDING WINDfIW(FLANGE) OMPARAiIVE ANALISIS k ANCHOR QUANTITY CHART ASTM E1:306 WINDOW SIZES: NW48ER w # $ SCREW NUMBER OF 3/16" 0 TAPCONS EMBEDMENT 130 MPH PARTIALLY SHIM AS REQ'D- T.'T.T (INCHES) DESIGN PRESSURE REQ-0. IN FRAME REVD.. IN. FRAME (SEE NOTES) CAPACITY'IN PSF 1' MINIMUM EMBEDMENT 1 1 4" MINIMUM EMBEDMENT ENCLOSED BUILDING HEAD AT EACH JAMBS HEAP AT EACH JAMBS GLASS SIZE OP LOAD RESISTANCE © 24 x 12 —80 2 -2 2 2 2 2 9 3/4 x 7 518 --80 (SST Q 24 x 24 —80 2 2 2 2 2 2 9 3/4 x 19 5/a; —80 (SST INSTALLATION ANCHOR 24 x 36 —80 2 2 2 2 2 9 3/4 131 5/4 —80 (SSi 3/16- DIAL TAPCON 24 x 42 —80 2' 2 2 2 2 2 9.3/4 : 37 5A —80 (SS SHOWN 24 x 48 —80 2 2 2 2 2 2 9 3/4 k 43 5A —70 SS 4 24 x 55 =$0 2 2 1 2 2 21 2 9 3/4 K,50,5 —70 SS CAULK 13ETWEEN WOOD 3c 36 x 12 -80 2 2 2 2 2 2'15314,7518 —80 (SS .BUCK MASONRY OPENING 36 x. 24 -80 2 2 2 2 2 2 15 314 x 19 5/8 —80 (sss BY OTHERS 36 x 36 —80 2 2 2 2 2 2 15 3/4 x 315/3 —50 (SS 36 x 42 —80 2 2 2 2 2 2 15 3/4 x 37 5/8 —50 (DS ONE BY WOOD 36 x 48 —76 2 2 2 2 2 2 15 )/4 x 43 5/8 —50 (DS BUCK BY OTHER 36 x 55 —64 2 2 2 2 1 2 2 1151A x 50 5 —50 DS 48 x 12 —80 2 2 2 2 2 -2 11,3/4 x 7 5/9 --80 (SS 24 O.C. MAX. WINDOW WIDTH ELEVATION MEWED FRDNf.: EXTERIOR 48 x 24 —80 2 .2 2 2 2 2 213/4x 19 5A —70 (SS 48 x 36 —80 2 2 2 2 2 2 213/4131518 —50 (SS 48 x 42 —74 3 3 2 2. 2 2 213/4137 5/8 —50 (DS 48 x 48 —62 2 2 2 2 2 2 21314=435/8 =50(3/1 48 x 55 —52 2 2 1 2 2 2 1 2 21 3/4 x 5D-5/8 —50 3 1 60 x 12 -00 2 2 2 2 2 2 27 3/417 5/6 —80 (S5 60 x 24 —86 2 2 2 2 2 2 27 314. 19 6/8 —55 (SS 60 x 36 —80 3' 3 2 3 3 2 27 3/4 x 315/e —55 (DS i 60 x 42 -6b 3 3 2 3 3 2 27 3/4 x 37 518 — 47 .(DE 60 x 448 —54 3 3 2 2 2 2 27 3/4 x 43 5/8 —55 (3 f 1 60 x 55 —44 2 2 2 2 2 2 21 3/4 = 50 4 —55 3 1 72 x 12 -80 2 2 2 2' 2 2 33 3/4 x 7 5/8 —80 (SS 72 x 24 —80 3 3 2 3 3 2 33 3/#tx 19;5/8 —49 (SS 2 72 x 36 —80 4 4 2 4 4 2 33 3/4.x 31 5/8 —50 (Dr 72 x 42 —61 3 3 2 3 3 2 33 3/4-x 37 5/e —50 (3/1 72 x 48 —49 3 3 2 3 3 2 33 S/4 x 0 418 —50 (3/1 2e O.C. MAIL 72 x 55 —40 3 3 2 3 .,5 2 33 3/4 x 50 518 —50(3 1 GENERAL NOTES: A 1) S1W AS..WAURED ADJACENT TO CA04 INSTALLATWM ANC;M NTH LOAD SHIM MAX, 2) Y qW FRAME MAW0AL:AUlA/NA ALLOY SOW 3) CAUIK BF PA1"nANM AT NEAO *V JAMBS.SILL.WUST SE A TO A SUlli f ,x:ATII WU(VM 116 ADIeSW CAUIK OR AP WvM EQUAL 4) CAUIX . PEfl1Wft SEAL AIJUND. EI bk1 F1 R OF: WIDOW *QE . 5) bmGK:PRM_%X, ES SMDIM ,J4 SASEO" hkkL m CAPACiTY ONLY. Dow PRm%vtm FOR GLItSS 7HIq(/i5S MUST BE-DETD P[it.ASTM -E1a00 ttA58 p/ARf AND THE SMALLF,R WILED UE-*M BELPJRI SOL 6) NIyiER--' RES15iAN6E 13T: T (W.1SS.OF DESIR4 ItC VD ffl"JM POSE. % UjADS YALL 13£'EIMf&D IO Ao PSt DUE TO VATW -TEST PRESSURE OF 80 PW AC41E9Eq IN ,EST. . N_;wR1x E FIR (%i'� W000 FF A► GSIN4 !B 7) "OF �T. n SAEx)1tE' /` FrtI111aF, M1NpIItl1/ i1 N7 1ilO THE S *VRAM AS' S11D TDB iN >A No ,� ge0,�. 9► �1S�U,t/!1WM OF F1J1�AM VMft IN OD 4XM OR MASgNRYAPEN AMA ge 0 TAPC011.A11CAOR84)F4 _ 4E IM To P.WADE"*0" 1-Jlr, EMMODJT MiO 9UIl,S1RA1E ;AT. tAC/171ONS StfOW�i- IN, Chy11;T, ,flUT,THAN 24`"b:G . 9� [ .E%ACE ;WY100}It Sd 18 NOT 115'FD IN. ANO±iDR QIAM USE ANCHOR CUANT1T1f 1143Eb Mt1H NEXT :tAROER SI1£. [agl�r!y lTo 40 IGOi 11, Good Rd . Ccac7Wk T11 7500691A, ft 319W 490km. TX 7MI ASSN SLY DRAWING SERIES 1486/1580/1590 140MZONTAL SMER WINDOW DRN, CHKO SCAa AR IP N/A RI V; DATE DRWG NAMI _— & 03/31/05 12/08/03 B kSTALLA110N 1 SHEET NO. w 1 SHEATHING BY OTHER INSTALATION ANCHOR FIN TIDE WINDOW FRAME HEADER - EXTERIOR. PERIMETER CAUtX BY OTHER MTALATI<NI ANCHOi CAULK BETWEEN FIN & SHEATING 1" MIN EMBEDMENT WINDOW HEIGHT 1 FIN TYPE ! WINDOW iSQL � II 'V MIN. EMBEDMENT SECTION 1 FIN TYPE WINDOW I JAMS WINDOW W:)HT EXTERIQR SECTION 2 SHIN IF REQ'D CAULK BETWEEN WINDOW F1N SHEATING' 24' O.C. MAX:(TYP). 2 -X, WOOD BY OTHERS CAULK BETWEEN. WfNDOW FIN' & I SHEATHING 1"MIN. EMBEDMENT SHEATHING BY OTHERS IN5TALATION ANCHOR PERIMETER CAULK BY OTHER WINDOW W''DH. 2 EQUALLY SPACE ANCHORS (VO.) ELEVATION VIEWED FROM EXTERIOR 6" MAX,(TYP) 6" MAX.(riP). TI VE ASN E1300 SIZE INCHES CAPACITY IN PSF HKO'D. IN FRAME IZ 0. IN FRAM � 512E os' Lazo WNDHTA4EIGHT EXTERIOR i *:EA a1i18 5iL.L 0' JAM '8' x 28 xX __ - - - - _ _ 16112 1/4 -80; (MR) t 8- x 36 109 109 2 2 Z 2 2. 3 I6.a 16 1/4 -80 (SS8). 18 x 48 83 83 2 2 3 2 2 3 16:2L 1# -80 (SSBj 18 x 52 -- -- - - - - - - 16 x 24 i/4 -7O (SBj t8 x 60 63 63 2 2 3 2 2 3- 16 x 211/4 -60 (SS8), 18x 72 50 So 2. 2 1 3 2 2 3- 16 i 34, 1/4 -49 (SSB.) 24 x 28 -- -- - - - -- - - 22 x It 1/4 =80 (SSB) 24 x 36 86 86 2 2 2 2 2 3 22 1 S-1/4 -80 (ISM) 24 x 48 73 73 2 2 3 2 2 4 22 x 2211/4 -70 (SSB) 24 x 52 -- -- - - - - 22 x 24 I/4 -60 (SSB) 24 x 60 59 59 2 2 3 2 2 4 22 s 29.7/4 -50 (SSB). 24 x 72 48 48 2 2 3 2 2 4 x 34 tf4 -60 (SS9) 32 x 28 -- __ w _. - - - - 30 x t2.1/4 -80 (SSB) 32 x 36 57 57 2 2 2 2 2 2 s i< 14 IA -60 '(SSB) I 32 x 48 52 52 2 2 3 2 2 3 30 t 22" 1/4 "S -(SS$) 32 x 52 -- - - - - - - - 3G'S X 1/4 -65 (DSB)' 32 x 60 46 46 2 2 3 2 2 4 30 % 281/4 -65• (DSB) 32 x 72 40 40 2 2 3 2 2: 4 36 x 341/4 -50 (DS8) 36 x 28 - - - - - - - - 34 K 12 1/4 -60 36 x 36 52 52 2 2 2 2 2 2 34 x 161/4 -60 (SSB}I 36 x 48 49 49 2 2 3 2 2 3 34 2Z 1/4 -50 (SSgjj 36 x 52 -- -- - - - - - - 34 x 241/4 -65 (DSB) 36 x 60 43 43 2 2 3 2 2 4 Y R Mt/.4 -65 (DSB)I 36 x 72 40 40 2 2 3 2 2 4 34 x 41/4 -50 (DSB) 44 x 28 -- -- -- - - - - - 42 x it 1/4 _60 (SSB)l 44 x 36 41 41 3 3 2 2 2 2 42 4. K 1/4 -60 (SSB)! 44 x 48 40 40 3 2 3 3 3 3 121 2Z 1/4 -50 (SSB) 44 x 52 -- -- - - - - - - 42 x 241/4 -65 (0B) 44 x 60 40 40 3 3 3 3 3 4 42 x 261 f4 -65 (DSB) 44 x 72 40 40 3 . _. 3 3 - 3 3 5 42 x 34:,1/4 -50 , (DS13) 48 x 28 -- -- - - -- - -- - 46112 1/4 -80 (OSS) 48 x 36 40 40 3 3 2 3 3 2 46 x K 1/4 -50 (OSS) 48 x 48 40. 40 3 3 3 3 3 3 46 x 22' 1/4 -70 (3/16-) / (V16 , 48 x 60 40 40 3 3 3 3 3 4 46 s 261 /4 -60 (V76',' 48 x 72 40 40 3 3 3 3 3 5 46 t 3k 1/4 -60 3 16. 53 x 72 40 40 3 3 4 4 4 7 51,[ 34 1/4 -50 . (3/1 GENERAL NOTES; 1) SHIM F REOWRED FOR LEVELING. 2) WINDOW FRAME MATERIAL ALLOY 6063 3) CAULK BEHIND WINDOW FIN AT HEAD, ,SILL & JAMBS. 4} CAULK FOR PERIMETER SEAL AROl= EXTERIOR OF 1WNOO.W R AtMiF'E. $} MASS, THIGfNl 55 MAY VARY PER,THE REQUIREMMTS OF ASTMI' E1300 CLASS tHART. SINGLE GLAZING IS HOWN; 1 INSULATING 01 IS '*LS4 t'uAL ¢. 4i) WhNEsE WATER RE5151;ANCE TEST REWWREMEMT OF iS�J�"s0 D£9IGN W /tPPLIM POSITIVEtSE SIGN t,OADS WAu 8E JM17EO TO 4UO P5F DUE TNT WAIM- T PARE �OF 6.0 fW ACHEVEU- IN TEST. 7) ;WALLATIPN. FINFRiM1E Vla4" IN WOOD:FRAME°OPEN ING *tIT TW0BY WODO §ltw: USING 00. i!40t DW RAILS OR j 8 SCREW OF SAVIMt L840W 10 1`00VIDE MIN 61D DLOft INTO gA3S*ATF_ 8) IF EXACT WINDOW SIZC I& NOT LISTED IN ANDHOR .GINART . USE ANCN4OR;WAN7ITY 957ED. i 1001 � _GoAY Rd •Cptollon, 1X- 75006�tr12; Box it9022►0o�m1Z 75381 ASSEMBLY DRAWING SE81E5 t 16D/i 900/1970 SINGLE PKING WggDOW AR IP N/A TFwffl. OATS DIE mumixR 12/1 T/03 JBI INSTAL.ATION 1100 SHEET NO. W2 SHEATHING BY OTHER INSTALATION ANCHOR PERIMETER --\ CAULK BY OTHER FIN TIPS WINDOW FRAME 'F EXTERIOR 2 x WOOD 8Y OTHERS CAULK BETWEEN FIN TYPE WINDOW .PIN ;Ec WINDOW FRAME � SHEATHIN.G JAMB Ai V CAULK BETWEEN FIN dt SHEATING I 1"MIN. I" MIN EMBEDMENT EkIBEDA4EPIT SHEATHING \. BY OTHERS yyFN��TppYPE FRAA4E SILL EMBEDMENT SECTION 1 WINDOW WIDHT —I \—INST ANC EXTERIOR PERIMETER CAULK, WINDOW`, WDH. O INDOW % 1 EIGHT I ;24" OC_ MAX.(TYP). % / 1 f WINDOW H.GT. EQUALLY SPACE ANCHORS (TYP SHIM IF'REOV, CAULK: BETWEEN NANOOw .FIN �H1=ATINU; 6" MAXX(TYP) ---r o _.._ o ELEVATION VIEWED FROM EXTERIOR A-S M SIZE : INCHES CAPACITY IN PSF. REND .IN,fRANE I 4D IN w AASS DP;La4D 61aIS1mm NA GHT O TJ OR MMOR HEAD SILL OEA MA WAD SILL 0 FA JAMB 18x 28 XX - I- - - i6 x tY 1/4 -80 (SSB). is if 38 109 tos z 2 a 2 3 16 x is 1/4 St3 .{se5 18 x 48 83 83 2 2 3 2 2 3 16 x 22 E/4 -SO (SSS) 18 x 52: -- =- - - - - - - 16 x 24.1/4 -70 (SS8) 18 X. 6O 63' 63. 2 2 3 2 2 3 16 x 2E 4/4 -60 (Sm) 18 x 72,' '50 50. 2 Z. 3 2 2 3 16 x 34 IA -49 (SSB) 24 x 28 -- _ _ - - - - - - 22 x 12 1/4 -80 (SSB) 24 x 36 86 86' 2 2 2 2 2 3 Y1 x 16 EA -80. OSS) 24 x 48' 73 73 2 Y 3 2 2 4 22 x 221/4 -70 (SSB) 24 x 52 - - 22 x 241/4 -80 ($S8) 24 x 60 59 59 2 2 3 2 7 4 22 x 28 1/4 -50 (SS8) 2+' x 72 4$-: 4S. 2 2 3 2 2 4 32 x 34-1/4 60 (SSS) 32 k 28 __ __ _ _ _ - _ _ 36 x 12,1/4 -60 (SSB) 32 x 36 57' 57 2 2 2 2 2 2 .3C 114 1/4 -60 (SSB) 32 x 48 52. 52, 2. 2 3 2 2 3 3C x 22 1/4 -5,0 {SSB) 32: x 52 -_ - - - _ - - - 3C 124 1/4 -65 (DSB) 32 k 60 46 46 2 2 3 2 2 4 3C x 29 IA -" (DSB) 32 x 72 40: 40S 2 2 3 2 2 4 3C x,%1 4 1 -50 (DSB) 36 x 28 - - _ _ - - -, - 34 x 12 1/4 -60 (SSB) 36 k 35; 52 52 2 2 2 2 2 2 34 x 16 1/4 -60 (SS9) 36 x 48. 49. 49, 2 2 3 2 2 3 34 x 22 1/4 -50 (SSB). 36 k 52 -- -- - - 34.x 24 1/4 -6'5 (DSB); 36 x 60 43 43: 2 2: 3 2 2 4 34 x 2& 1/4 -65 (DSB) 36 x 72 40 44 a 2 2 3 2 2 4 34:3i 1/4 -60 (DSB) 44 x 28 -- -- - - - - - - 42 x 12 1/4 -60 (SW) 44 x 36 Al 41 3 3 2 2 2 2 42 116 1/4. -60 (SS8) 44 x -48 40 40 3 2 3 3 3 3 42 x 221/4 -50 (S") 44 x 52 -- -- - - - - - - 42 x 24 1/4 -65 (DSB). 44 x 60' 40 40 3 3 3 3 3 4 42 c 241/4 -05 (DSB) 44 x 72 40 4,0 3 3 3 3" 3 5 43 x 34 1/4 -50 (DS8) 48 x 28. -- -_ - - - - - - *.x 12 I/4. -80 (D.SB) 48 x 36 40 40 3 3 2 3 3 2 46 x 161/4 -50 (DSB) 48 xr48 44 40 3 3 3 3 3 3 46 x 22'i/4 -70 (3/16" 48:x 52 -- -- - - - - - - 46 x-24 1/4 -70 :(3/16. 48 x 601 40 40 3 3: 3 3 3 4 *:x 2& 1/4 48 x 72 1 40 __ 40 1 3 3 3 3 3 5 4 x 341/4 -60 3 16-' 53 x 72: _ 40 40. .3 3 4 4 4 7 0134 IA --:50 (3/16"' GENERAL NOTES 1) SHM 1F RE4'0FOR LEVEU149 2 WINb01N'FRA4AE MRTERiAL ALLOY 6063 31 CAULK BEHIND NANDOW F1N AT ##EAD .SILL ..& JAMBS: 4) CAULK, FOR PV4METE12 SEA4 ARo(m OCWAOR-- OF N4NDOYY FLANGE. 5) GLASS 1}1lf3CNESs_IdAY 4t!!RY I' 714E RF.OIJlREtiENTS i} A571A > 1300 0LAS5 CHART, s1Nc� fxt t421NG ! S4iC)N41, I1 5ULATlt4G .GLOSS FS At s0 4�uALi�p 0 W41M WA- R ii0STA1(4M iE$4 RECiAt419I tC OF 15% of-0tsm tAAD Aw.m POSITIVE OESiGNttCUtGS VIL_L B Y€1 40A P5F D0E T0'WATM TEST PRES$t1RE OF 6:0 PV AT�1163lE$:�0 tESL. 7) 110N +fw MwA *W. .W N, -WQ00 FRAME OPENNG WMT M, BY NOM Snes S1�STR� 12Nk NA 4LS #1R iEM OF SuFFiGEt4T Lif_d TO PR0Y7 q for r E t+iT 8) EitACT:1lItUDCQM'S IS, NOT US110 W .MICt<0R 4Nl0LT . cUSE ANCtsUIt QUIa4TlTY LISTED 4TH T"I 441i44ER ailE JW 4,01f222 YOMIT LAVY, P.E. caruLT16 irriaNEE 1550 C4 2EST L*IC,MX * l C6 DALLAS. iWS Wt it Crate Rd - CatalAon, TX • P.0 ,bat g19D22 r.DFIIos; TX I5381. AS§bAB-,Y DRAWING (214)34Q-M49 F-(214)340--M7 SERIES 1100/1900/1970 FE & HE SNCLE KWC WMOX 0RN. CHKID. - %AM. _ AR IP N/A ALLOT "PER DATE 5/25 p/O4 U DIE NUMBER 14STALA110N 1100 T SHEET NO. W3 PER SWEDiLE Vefftal' $ACt10fl: T- I 19M HEAD 1907 n= RAIL -2959 LOCK RAIL eonba SECTION I 2 X %VDW By QTdw vo loom ter. w 1034 SASH STR.E- CAULK REHM FIN CAULK 8000 FIN �— Exterior Isla.ws 1w INTE±b A4 VUWON By SAX Hallizomull SECTION 2secuon � WINDOW WDl. CAUIJC:111MD RN O O O O O PMMMR CAILX IfY O1HER 2 12" O.C. MAX.(TYP).. WINDOW EMIALLY SPACE 14GT. ANCHORS(TYP.) 104 s' MAX(TYP) 1-06 1 -� f O' AX.(TYP.)• ELEVATION VIEWED FROM EXTERIOR' er o WN. EMBEDME►4T (SEE CHART) PER x st �rna¢ut) ap+F Rle wwl�s a u+ cuel (§des r�oo Mu llm w► a lea wiW ASTM Ef300 4niti0rr NUNW'0F 05 saevs N AMW & a113M X" 130 MPH PART)AL�LyY� aia R IN TRA11E Rf' URID w FR WE R:ICMES 1CAPAt11T M, 1' MOON DmmifJR 1-1 WARM 84MMENT ENCLOSED OINLDMIG wB1H/ AT � T �+ DP LOAD tEWT HEAD SILL Awe ,�Aa Su ,"e GLASS SIZE REStSTANGE 36 x 36- -80- 2 2� 2- a 5 4 16:*'16 1/4. -80 (558) 3E-X.44 -80 3 3 2 7 1 5 16'x 19'1/4 -80 (SS8) 38 x 44 -w 3 3 2 7 7 5 16 x 22.1/4 -80 (m) 35 X 52 -80 3 3 2 B a 5 18'x 24 1/4 -70 (t* 36 %/i0 -80 3 3 2 a a 6 16 x 28 1/4 -80 (m) 36 X 72 -70 3 3 3 10 to a 16 x 34 1/4 -50 48 X3s -,40 3 3 -2 .. a - tF-... 4 22 x to 1/4 -80 -(S68) 48 X 44 -80 3 3 2 0 9 5 12.919 1/4 -80 (SSB) 44 X 48 -00 4 4. 2 t0 10 6 22 x 22 1/4 -80 (598) 48 X 52 -80 4 4 3 10 t0 7 22 x 24 1/4 -70 (SW) 46 X 80 -76- 4 -4 3 it 11 6 22-x-26 t/4 -aO (SSB) 49 x 72 -61. 4 4- .7. 10 10. a 22.x 34.1.4 -30 S58 56 X 3.8 -80 3 3' 2 9 9 4 26 x 16 1/4 -60 (SM) 46 %-44, -80 4 4- 2 11 11 6 26 --x 19 lh4 -70 (00) 56-X 48 -80 4 4 3 12 12 7 26 x 22 1A -70 (SS48) 56 x 51- -e,0, 4 4 3 12 t2 7 26 x 24 1/4 -60 (SM) 56:X 60. -66 4 4 3 12 12 a 26 it 28 1/4 -50 (S5B) .56 X '1=2 -54 4 4 3 11. 11 a 26 :x 54 114 -50 Cosa) 60 X 36 -w 4 4 .2 to t0 5 ze x 16 1/4 -60 (SSB SO- X 44 -80 4 4' 2 12 12 a 25 x 19 1/4 -60 (SSB) 60948 -a0. S 5 3' 13 13. 7 Z8 x 22 1/4 -50 (SSS) 6o X 52 -74 5 5- 3 13 13. a 24 - 24 1/4 60 X So --04 4- -3 12 12 8 28 -x 2S 1/4 -50 (05e) 60 X 72 -52 4 4 3 11 _11 11 2a c 34 1/4 1 -5O (ow) 66 X 36 -aa 4 4 2 12 12 5 31 x 16-1/4 -60 ) a4X'44 -77 5 3 2 13 13 6 31-+181/4 -66 (SM) N X 46 -74 5 5 3 13 13- 7 31 x 22 1/4 -50 OW) 68 X S2 -721 5 5 3 14 14 7 31.A 24 1J4. -50 (S56) 66 X 60 -61' S 5 3 13' t3 6 31 x 28 1/4 -5O (QSB} 66 X 72- -48 4 4 3 12- 12 a 31 x 34. 1.4 -50 C0y8) 72 X 36 - -77 4 4 2 13 13 5 34 x 16 1/4 -70 - 0758 75 44 -66. 5 5 2 13 M 6 34 x 19 1/4 -so (05S) 72 -X 4a- -65 5 5 2 13 13. 6 34 x 22, 1/4 -60 (OSB) 72, X �52 -63 5 5 3 - 13 13 7 34 s 24 1/4 -60 (0W) 72 X 60; =5e 5 5� 3 14 I4 8 34 x 28 114 -50 (ose) 72 X'72 -45 4 4 3 12 12 a 34'i 34 1 4 -46 (NO) a6 X 39 -59 4 4 2 13 13 4 4Z:x 16 1/4 -50 (DSO) 88 X 44 --52- 4 4 2 13 t3- 5 42.x /9.1/4 -47 (058) W X 46 -40 4 4 7 13 13 5 42 x 22 1/4 -.46 (DW) as X 52 -47 5 5 2 13 13 5 42 x 24 IA -70 (3/16') to X 60 -43 5 5 2 13 13 6 42 x 28 1/4 -70 1,"I'l. 68 X 72 -40 5 5 3 14: 14 8 34 $ 4 42 x.,/4 (3 61) GENERAL NOTES: 1) SHIM AS REQUIRED ADJACENT 70 EACH INSTALLA" ANCHOR WITH LOAD SHIM .MAX ALLOWABLE SHIM STACK TO BE 1/C 2) VNDOW FRAME MATERIAL ALLOY 6063. .3) tjW- CAULK_1 IVND WINDOW FIN AT HEAD. SILL, & JAMBS, 4.1 USE CACA.K;F(),i PERIMETER SEAL AROUND EXTERIOR OF WNDOW FLANGE 3),'DES1(f PfjESSURES. SHOWARE BASED ON ►ALILLiON CAPACITY ONLY. DESIGN PRESSURES FOR -CL ASS THICKNESS, MUST BE:DETEWIN D PER ASTM E1300 GLASS CHAA'T AND THE SMAu.ER :WIUE MUST BE USED FOR DESICN. 4 VM YWAT'ER RESISTANCE TEST RECUIREMENT OF 15%,OF DE51GM LOAD APPLIES, PbSMVE'17_MGN LOADS WI{.L T-E lJOlp TO '40.0 PSF DUE TO WAT>=R IMT PRESSURE OF,&O' PSF-ACHIEVED �N !EST. 7) INtT`ALCA71OIk FIN FRAME WNDOW IN .SPRUCE PINE I* (SO 4 ) WOW FRAME oPENIJiG WITH TWA BY WOOD STUDS. USING.: 0.113`0 SAILS.OR #8 SCREW OF SUFFICIENT LENGTH TO PROVIDE MMN►�uM EMBEDI/ENT MTO'ZUBSTRATE AS SHOWN .A8OVE IN TABLESr 4),IF bCRCT WINDOW: SIZE I$ NOT LCSTEL) MI. ANCHOR- CHART, U,SE ATt!`x40R ,QUANTITY' LISTED Wl ww kARCER 512.E. SHEET NO. MRA ONE. BY WOOD .. SUCK BY OTHER CAULK BETWEEN WINDa7V FLANGE & WOOD BUCK 1 14' MIMETER CAULK BY OTHER — WMI TRUE— EXTERIOR FLANGE: SM6.L0OW PERIMETER BY OTHER i PRE CAST SILL BY OTF£RS - 7 . :SECTION 1 SHIM AS -REQ'0 (SEE NOTES) FINSTALLATION ANCHOR. CAULK BET1A£EId W0(0 BUCK !I1 MASObJR`/ OPEtJiNG BY OTHEf2S I a BUCK HEIGHT SUCK WIDTH FLANGE: TYPE VMDOW FRAME —` JAMB PERIMETER CAULK BY OTHERS WINDOW WIDTH EXTERIOR ONE BY. WOOD BUCK BY OTHER SHIM AS REQ'0. hA (SEE NoTEs) U LINSTALLATION Q ANCHOR CAULK, BETWEEN WOOD BUCI( h MASONRY OPENING BY OTHERS CAULK BETWEEN WINDOW FLANGE WOOD BUCK SECTION 2 WINDOW WDH. A i C 1MNDOW -- HGT. F G H tt L. gm& -NOTEB 14 SWIM , AS REQ D; AT EACH INStMI A.T1ON ANCHOR WITH LOAD BEARING SHIM; MAX: ALLO""LE SHDd STACK,TO 2 WINDQIN Ff2AtilE ,MATERIAL ALUMINUM ALLOY 6063 3 'CAtJtJ� BEHIND tMNDQW FLA1�Gf d41 HEAP 'AND IAFABSfStL MUST BE ATTACHE0 TQ THE SUBSTRATE Y1TTH VULKEM 11B ADHESdYE CAULK OR APPROVED EQUAL A) APPLICATfOtN QF VULKIM tt& AOt FE9IVE. f;/IUI K AT FRAME SILL MUST CWPLY WITH SEALANT MANUFAC _'S RECOMMENDATION. 5) CAULK FOFt PERIMETER SEAL ARQUND EXTERIOR OF WIINlIOW FLANGE 6) GLASS THICKNESS>MAY VARY PER THE REQUIREMENTS OF ASTM E1300 CLASS CHART SINGLE GLASS IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. 0 ELEVATION VIEWED FROM EXTERIOR COMPARATIVE ANALYSIS & TAPCtNJ ANCHOR LOCATION CHART ASTM E1300 CALL WINDOW DESIGN PRESSURE TAPCON ANCTKiR LOCATION 130 11141, SIZE SIZE (INCHE'S) CAPACITY IN PSF LOCATIONS mw GLASS SZ$ DP LOAD *WMQE HEM JAMUS 12 19 1/.B -x'26 -209 AC F.G.H.1 161/Axt03/4 -80 giS 13 19 1/6 x 38 3/8 1193. AC FC.111 15 t/A f M" -80 -(SSB) 14 19 1/5 x 5G 6/8 76s AC F.0 NJ is0123 t/fi -e0 {SSB)) 1444 19 1/6 x 54 5/6 -156 A.0 F.G,HJ 16 d/6 x 25 t/W -70` (SSS) 1.4+5 $9 1/a x.56 5/8 --147 AC F:G,H.1 16NAxt5vo -70-. (SSS) I 15 10 1 /8 x 63 -132 AC O E ! ;G H 1 16't/A 1291/4 -55 4WO) 16 19 1f8 x' 7T _118 AC O E;f.GJi l N I/G / 333A -55 tf� 17 19 1184 84 -IG4 A.0 O.E F C.HI 161/2 f 39 SA -50" (OW) , IH2 26 1/2 x 2S -136 AC - F G,N.1 231/11 t4 $/4 -80 (SSB)- iN3 26 1j2 x 38 3/8 -109, A.0 F.G,HJ 27 Vt 11615/W -so (556) i 1N4 -26 1/2 5L1 5/8 -lei A.C, FG.H.I 21111 * 231/K- -SO (S$B). 1H4+4 26 1/2 x 54 6/8'. -t00 AC F.G.H.1 231/t f 2510 -70: {M 1H4+5 26 1/2' x 55 5/8 -100 A:C F.G.HJ 231/t 251/10 -70 (SS8) 1" 26' 1/2 :x. D3 -91 AC FC,HJ 231/t x.b IA -55 (SSE) 1N6 25 T/2.. x 72 -79:. AC 'G.t}J 25111 33.V4 -55, (OSS) 147 261/2 x 84 66 A.0 F.C,N.t 231/2 s 30 3/4 --50 O9H 3Ox2 .30 t/2 x-20 -133 AC FG.HJ 211111J0 3/4 -80 (S58) 3Ox3 30 IA x 38 3/8" -86 A.0 F-c'"A 22IJ211A" -55 (SS*) 3Ox4 30 1/Z, x: 80 S%8 -78 AC F.G,HJ V 1/t:x 231/Y -50 $SS) , 30k4+4: 30 1/2 . wits -77 AC Fc,H.t 22 i/t r 251/4 -49 01) � 30x4 5 30 1/2' x L5 .6/8 -76' A.0 F.G.H.1 27 1/2 x 20i V* -49 (SSS) 30*5 30 1/2 r, 63; -76 AC F.G:H.1 23112 i 217/4, -50 (OSI3) 304 30 1%Z s72; -71 AC F.GMJ V 1A 133 3A -50 (OS8) 1 3Ox7 30-1 x -59' AC F-rUX 221/2.3f13/4 -49 (OSS) 22 37 % 26 -89 A;c F.G H.1 x i 10 3/4 -8D (Sse) i 23 37 X 38 3/6 -4 Ax F.G.HA 34116I5/16 -55 (Sw) i 24 37 X 50 5/4 -57 kc F.G.H.I 34 c 231Jf0 -50 ) 9444 37 X 54 5%D -55 AC F;C.H,I 34.25 1/15 -49 m 24+5 3i X 55 -�/6 -55 AC F,G,HJ 341251/6 -4.9 (SSS) 25 37 X H3 -53 A;C F.G.M.1 34i 29 t/4 -50 ) 26 31 X. 12 -52 A.0 F.G.HJ 34 4331/4 -50 (OSS) 27 37 X 84 -52' A.0 F.G.N.! 34 s.31.3f4. -44 4226- 42 X 26' _ . -49- AC F.C,HJ 3 f 10 3/4 -6D (SSS) ; 4238 42 X 38:3/8. _40 AC F.C.H.I N f W S/% -55 (SSb) i 4250 42 X 50 5/8 —40 A.0 F,G Hd 3123 t%16 -SO (558) 424+4 42 X 54 5/8 -40 AC F M 3 e 251/16 -4g 424+S �42 X 655 5/5 -40. AC t=.C.HJ 3125 9/1i -49 (S58) ! 4263 42.X V3 _40: A.0 FG.HJ 3129 (/4 -50 (D58) ' 4272 jI 42 X 72 -40 AC F.G.HJ 3/1333/4 _50: (9S8) 1 42U I 42.X 84 40 A.0 F.QH.1 a t 39 3/4 -40 (1758) I 4826 464 26 -4$ AC F.G.HJ 451103/4 -65 (SSb) 4" 48 X 38"3/4 -40 AC F.C.HJ 45 [ %AA6 -50 (OW) 4850 48 X 50 5/8 -40 AC F.C.H.{ 4i x 231/f6 -56 (3/161 A484+4 48 X 545/1l -40 A.0 F.G.MJ 6 s 251/16 -50. (1/167 48445 46 % 35 5/6 _ fg AC FC.HJ 40125 //K -50 of-ir) 4863 48. x 03 : 40. A.0 F G H:1 4S f 29: t/4 -45 (3/167 487Z 46 X 72 -40 A.0 F G HJ 46 331A -45 " 3 6 32 53. 1/15 i 25 -40 AC, F.C:ii.l S to i 10 3/4, -65 (=') I 33 33 f]$ x 383�0 -40 AC F.G,HJ 501(Ax1015/U 56. (098). i 34 - SS 1/8.x 50 AA -40: AC F.G.N 50 IA x 71)At 50, "(3/t417 34+4 53 t/e s 54 S/ -40 AC_ F.G.HJ A2'lA x 2S VN 511: (3/t67 34,+5 63 1 a,;- 'r;F,'Sl8 4g" AC F O.H,I 5Yy/A 3C 53 f/8 X 43,; -af1 A.0 FG.MI dD1J1M2!'1,4 --45 36 53 f%t3..Y hz: -40 AC F4.H.i- 9bIAi333/4' -46-k3L76�i OF 2} 1N51A13.AilOfRt.., Dow, lR�OW IN +� OR MASONRY OPENING USE 3 Is, Olk At4CtxXV tJ91E3M 3'0 PRovi)E um EiiemAO1T iNtiS SUBSINAtE AT;: 110NS'l5103141�11"Ct1N47, '.. WF 0047 *NDOW'92E It -NOT IN MICHIC0 tHAIM 115E ANCHOR'OUAN11T1' ]UM Yf134 Nw, UVi"-Va.:;fi1R`7ii mPftwiw47E,0ESICNPRESSURE Itarm ef. Ion 12. c.>b► Al • tao1114w D(- 73M-?A &9 ovit-oAkm i1; 73ilt ASSEMBLY DRAWING SERIS 1450/1550/1570 SINGLE ► UNG 1W'ODOW Mm. cmmo ' AR iP N/A ;T! 5� W r W SHEET NO. W5 SHIM IF REO'0 ONE BY WOOD I INSTAU.ATM ANCHOR. BUCK BY i?THER r CAULK BETWEEN WOOD CAULK BETWEEt4 WINO'OW _\ ) BY OTHER SUCK fLANGE do WOUQB BUCK r PERIMETER CAULK BY 0,THER7y — HF�0.[, R WAIMI r EXTERIOR FILANGE SILL WINDOW* PERIMETER BY OTHER PRE CAST SILL BY 4 7m, 5 1 1/4' MIN. Q ENBEDMENT SHIM iF REVD. BUCK HEIGHT Q CAULK _BETWEEN WINDOW FLANGE & ARE CAST SILL W11W WLKEM. 1%, ADHESIVE CAULK OR SECTION 1 APPROVED EOIUAL H i) SHUN ,ft REVI). FOR LEN NG. 2) WINDOW FRAW f;R; 'IAI %ALLOY 6063 . '.� GAULK FfEkNb YANDOW FLANGE AT HEAD AND :JAMBS. ELEVATION 4FOR PER METER SEAL AROUND EXTERIOR OF WINDOW F1,ANGE MEWE D -ROM EXTERIOR 3) BMW PRESSURES SHOW ARE BASED ON MULLION CAPACIV ONLY PRESSURES FOR GLASS THU(NESS {UST BE PER ASIM-1300 GLASS CHART AND THE Sl1AU.ER VALUE MUST BE USED FOR DESIGN. 6) WHERE WATER MISTANCE TEST REQUIREMENT OF 15% OF DEIGN LOAD APPLIES DESIGN LOAD Wp1. BE LIMITED: TO 40M PSF. DUE TO WATER TEST PRESSURE OF 60.0 P7 ACHIEVM ON TEST 6) 1ljSTALLAiI(jN; FLANGE FRAME VIINDOW IN CflMMM OR MASONRY -OPENING LASING` 3/16" TAPCDN ANCHOR OF SUFFidETiT LENGTH TO PROVIDE MINIMUM 1 IM EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART 8) IF EXACT WINDOW .SIZE IS 140T USTED N4 AND40R WART, USE ANCHOR QUANTITY LISTED VAN NEXT LARGER S;ZE. BUCK FLANGE TYPE WINDOW FRAME — JAMS PERIMETER CAULK+' i BY OTHERS --- — WINDOW WIDTH EXTERIOR SECTION 2 VA BETwEEN .F WOOD BUCK WINDOW HGT. ONE BY WOOD BUCK BY OTHER 1 1 4' MIN. EMBEDMENT SHIN IF RED D. S. A 411 rAI INSTALLATION ANCHOR CAULK BETWEEN MASONRY .OPENING BY OTHERS COMPARATIVE ANALYSIS '& TAPCON ANCHOR LOCATION CHART ASTM E1300 CALL WINDOW DESGN PRESSURE TAPCON ANM LOCATION 10% ly SIZE SIZE (INCHES) CAPAGTY IN PSF LOCATIONS FIM B�UIL GLASS SIZE i T now 12 19 1/13 x:DAD 26 -204 A.0 F H.J" K IA. 103A -80' 13 19 1/8 x 38 3A -193 AX FcAI 41AX 0wo -80 ( ) 14 19 1/8 x 50 5/8 -164 kc FGJ4J 16117 4 v -60, � 14+4 19 1/8 x-.54 5/6 --150 A,C F,6,H,1. 11 Ui41 a vw -70 NMI 14+5 19 1/$ x 55 s/6 -147 A,C F.0,H,1 0JA LaIM -70. (558) is to I/it X-63 132 A.0 D4F.G,H.I KiA.20.1A -55 (SS8) 16 19 1/8.w72 -119 A.0 D1,F.0. J 16tA.F333/4 -55- (OW) 17 19- 118 x 84 -104 A,C D:LF.Wtl if IA it 39 JA 1 -50 (DS6) 1 H2 26 1 /2 x 26 -136. No F C.H.1 p 14 x 10 314 -80 (SSB) IlO 26 1/2 .x 38 3/I7. -109 AC. F.GHJ v)/l;101SfIi --so (SS'B) 1144 26 t/2 x 50 5/9 -101 A;C -70 ((5$1) 4 26//2 s< 5/9 -100 AC FFC.HJ 23 r/t IN tS l/ AN . (ss61414 2H44.5 26 1/2 x 5.3 5/8 -100: AC F,C,HJ 231/1.x 25i/N -70 (S56) 1145 26 1/2 x 63 -91 A.0 F.GN 1 9 IAx 21 0 -SS Im 25 1/2 x 72 -79 A C F,C.HJ 211/2 i 33,3/4 -65 (658) t017 26 1/2 x $4 -66- AX F.G.ti4/; 251/2 iW 313A -50 (m) 3012 30 1/2 x 26 -113 AC rXINJ VIAN 14JA -60 (SSB) 3I7x3 30 IA x 38 3/8 -88 A C F.G.HJ V IA x 10" -55 (SSD) 30x4 50 1/2 x 50 5/8 -78 A.C' :F6.H,1. 171A-ni/i1 -50 Ssss2 3OK4+4 i 30 1/2 x 54 5/8 -77 A.0 F RJ. 171/2 si 2S,IJ1i --49 im 30.4+5 I 30 1/2 % 55 6/8 -76- AC 1 C)U V 1Q 4 Z *% -49 (SW) 301/2x63 -78 A.0 FG.14J »lAi.z"A -5D (058) 3" J0 1/2 x 72- -71 A.0 com.1 V V3 x 33 3/4. -56 (Dd8) 7 36 1 x 64 -59 A.0 FAX 27 i/t,x 35 3A -49 658) .22 37 X 26 -89 A,C F.(.OJ 341103/4. -80 (S'SS) 23 37 X 38 -314 -67 A C FG.l1J 34 No t5/I0 (Sm) 24 37 X.:so 5/8 -57 A;C FC.HJ 311.z3.i/i -50 SSB) 24+4 37 X 34 5/8 -55 A.0 FAHJ. 34a 25 1?-w -49 (S59) 2.4+5 37 X 55 5/3 -55 A.0 Fs.HJ M425" -49 (S5W 45 ( 37 X 63 -53 AX Y,C,HJ 34 x 241/4 -50' 26 37 X 72 -52 A.0 f G,HJ N 133 3/4 -so (sb) 27 37 X 84 -52 A.0 FG,HJ x x N J/4 -49 (Q513) 4226 42 X 26 -40 A.0 F.C,HJ 31 x 10 3/4, -80 (SSB) 4236 42 X 38 3/8 -40 A.c FG.HJ 31112i)5/K -55 ") 4250 E 42 X 50 5/8 -40. A.0 F."i 30 % 23.1/ -50 (S56) 424+4 42 X 54 5/9 -40 AC FG.MJ 31 i 231/M: -49, (�) 424+3 - 42 X 55 5/8 -10 AC F.C.H. 31325V, -49 (S58) 4263 42 X -63 --40 A.0 F.C,HJ all21 -50 (UGS) 4272 42 X 72 -40 A.0 FG.14-1 >91333/4 -50 0%) 4284 42 X - 84 1 -40 1 A.0 FC,H:I 31 X A 3/4 -49 Dge) 4826 48 X 26 -49 A.0 F.G f1J * 9 t5'314 -65 (558) 44U 48 X 38 3/6 -40 A.0 rc.HJ - 48 x s 11/II -50 (OW$9) 48ti0 48 X 50 5/8 -40 A,C F.G.HJ 81231/* -so- (3j16' 48ii 4 48 X 54 3/8 -40 A.0 F.GMJ 45125 t/E -50 . (3.1t -) 484+5 48 X. 55 5/9 -49 AC Fc I4d. 451 is VA, -50 (3/16`) 41363 46 X 63 _40 A C F,G►y' 43 r2l,1/4 -Ho-. (3/)671 4672 X .72 A.0 F6 HJ $ x 9: 4 -45 3/16') 32 53 '.7/6 x 25- -_40 A.0 F."j m;tA x 103p4 -65 (SSB) 33 53 1/8' x 38 3/8 -40 A,C FO HJ 501fi an 1. 50 (Dso) 34 33 1/8 x 50 s/9. -40 A.0 F4HH,t 51 i/t;-23 its ;/Icr 34r4 01/8 x 54 3/6 -40 A.C. ``G.IIJ' d61/!x;25 4/It -50: 3/'I1e 3 SyfS 53ive X'56'5/8 —4g AC FCith !#tJ1xSVIll -50. (3/te � F J (3'h Vl/� g X 72.�C,. xy�l� u �4S 3 . 6 toot V. txolk tKa.kWNo T!I 15NOA. 1a e11m .olk, tX An ASSiOMBLY DRAVMG SLi'KS 1450/1550/3570 Ft & HE SN MZ _HUt+G V11 WW j ORK GHKo sr,":. AR IP N/A ALLOr I WA-1 "A-7- r-1 I OWE NUMBER SHEET NO. W5 CONCRETE TWO BY WOOD B= ANCHOR Olt MASONRY 3/16- DL& TAPCON 6` FROM INSTALLATION ANCHOR SHIM AS REWO (SEE H01ES) 1-1/4- EMBEDMENT MIN. ..i OY Qf1�R5 « 13-1/2• o.Q MAX. BY IB Q/28M m 2 BY 8 OR CAULK OEr#M & MASONRYVAM BUCK DOOR FRAME AM � x a sow OPENING By OTHERS OR MASONRY SUCK BY OTHERS 4 (SEE NOTE 16) • 4 BY OTHERS ti (SEE UMS) SHIM AS ROOD C 1-1/e MK (SEE NOTES) Q 4 4 8EDUENT 4 71-1/8' TWO BY WOOD M6H. BUCK ANCHOR EMBEDMENT M 3/16-CIA.TAP tAPCON 4. FROM ENDS & 13-1/2- at MAL BY OTHERS SIXX= p 1NSTAL4ATKXr HOR BY OTHERS 1 j4' WAX, D ANC 05 SCREW $ilnt SPACE PERIMETER CAtKX BETWEEN O'tHEIt3cm"� BY OTHERS IWOOD BUCK & MArY OPENING DOOR FRAME S1t1CCO BY OTHERS HEAD Daaa BY OTHERS FEIGHfT 1/4• MAX EXTERIORDOOR WIDTH[§HW SPACE 28Y60R 2 X 8 MOOD BUCK BY OTFHfiRs (NOTES} SECTION 8-8 (SEE NOTE 15) • � H��-fit 01: 4 / v 4 v 4 INSTALLATION ANCHOR CHART 3f 16 OUl SgeE'M► TAPCON IN CALL DOOR TAPCONS HN Stu N HEAD EA.Diu s moM STRIP SIZE do SIZE IN UP TO 46 PSF at P8F up TO 46 P9F 6, ps LIP TO UP TO CONFIGURATION INCITES 46 PsF To 6o TO 70 45 PW TO 60 TO 70 70 Pw 70 PSF DP PSF•OP PSF OP OP OP PV Of 0P d' SOBS 110E OX. xX 60 X so 3 3 3 3 3 3 4 5 60" X0. OX. XX 72 X a4 4 4 4 4 4 4 4 5 BOGS X0. OX. XX 96 X 80 5 5 5 5 5 6 4 5 10068 XO. OX. XX 120 X 40 6 6 7 6 7 a 4 5 5000 3 3 3 3 5 6 6000 m ox. XX 72 x 46 .3 3 3 4 4 4 6 6 am x0. OX. xx 96 X 96 4 4 5 5 5 6 6 6 1 6 6?6 7 9 6 am OX0 109-3/4 X 60 6 8 B 6 6 7 4 5 12068 OXO 145-3/4 X 80 7 7 9 7 9 t0 4 5 15068 OXO 161-3p X 80 9 10 It 9 12 14 4 5 7880 OXO 21-3/4 X 96 5 5 5 5 5 5 6 6 9080 0" 109-3/4 X 96 6 6 6 6 6 7 5 6 12M OXO 148-3j4 X 96 7 8 5 a 10 12 6 6 Isom OX01 let-.v4,x 96 9 11 13 10 13 16 6 9068 = -6/0 X 80 106-SAs X s0 5 5 5 5 5 6 5 3 5 6 5 7 4 5 5 12068 XIX 142-" X 80 7 7 8 7 4 to 4 Ism m 178-9/14 X 80 8 10 It 9 12 I4 4 5 7680 = as-" X 06 5 5 5 5 5 5 5 6 90a0 X1X 105-9/ts X 96 5 5 6 5 6 7 a 6 12M XIX 142-A/w X 96 7 a 9 7 10 11 6 6 I7f-fA6 X N 8 11 12 to 13 15 6 11 12MOXXO. XXXX 144-ssA X 80 7T12 7 9 7 a t0 4 5 Isom OXXO, xm 192-s/6 x ao 911 12 10 13 t5 4 5 WOOD oum )000[ 120-SA X 96 66 7 6 a 9 6 6 12000 OXXO. XXXX 144-SA X 96 7a 9 a t0 11 6 6 Am1 1AAwvn ww" 149-sm Y 1a& 9 14 11 14 i7 6 6 CONCRETE OPENINGOR MASONRY � ..�. 4 4 OY OTHERS LfAfRALLY APPLY �:Al1LXiN- C V d pA8E01ffNT NOOK SICLASS MP l)R DO6 4 LOOM SILL OR BED OF CONCRETET SILL IN V � A , d SECTION A -A 4 TALLATIOI+ ANCHOR 4 1—t tHGiFs 3/16. OW TAPOON EMBEDMENT d 1 DOOR MAMOM,- ALIAW" ULM does TAPOGN IVE INVA LATIOM M04CM U Sall MUST 8E 9F SUFRCENT UtIM TO ALHIM UK 0OMMENT OF 1-1/4` WW MAS4MRY OR CMUM l WtEW 91STALLAPAM ANCN(W MUST K OF SUFi1QEliT LOVIN TO ACNE * A UK. EMEOMiM OF t` r1T0 7ri0 8Y tU000 61141a - ALWMA'K TAPCON 64TALLAIM ANCHORS FRONT TO SACK IN FRAME SILL 4j USE CA " FM P011WIM SEAL AR0 M 1iftER101t OF DOOR 6 tF EXACT DOOR SZE 6 NOT LlS= IN 645TALLATION ANCHOR CHART, USE ANCHOR WARM LIS1131 IIr1N MIXTtAROER SM FOR I1E AFPROPRMTE OEM PKS9JW AEO'0. 6 FOR ►OOMT DOOR SZES USE CLOSEST BYPASS 0041E SM & CoNno RATt01t TO Fomg= OPDWA 7 N9AATIM *ASS 3401K SHME QA2M ALSO APPROVED. 1110POW QJLSS WOMM MAY NARY Pq NVJW *AI5 OF ASIM C13M a" CHARTS 8) ALL ►ACTDRY APPM MOLES NOT OESIONED FOR TAPC04 ANCt10R S114Mt0 K RALFD SHIN ftt SOWO OF UNt1 T LOGIN m Pt10VIOE Uri. /• EMM DLEMT OM TWO BY *%VD0O.&XL 6) MW / 9LL iXIIIHI 1S AIM TO K SEALED M714 A S HAIL JOINT K.AN SEALE1t. 10) SHM AS On AT EA SET OF fWALLAW N AN04M V41H LOAD KA6MFG Oft MAIL AUAft IE SHIM STACK TO BE 1/p-. 11)) ALL 9HSTALLA4014 ANCHORS VJV !K MADE OF CORRO41ON IE95TANT t4AIEWALS 12) 16ERE -X 8 C REP11I fa1TS MOYNO PANEL AND 'd NOWSEIM t170:D PANEL APMiOVED OONFIQMIATXMS ARE AS GLAZING US= ON OWALLAIION CHART. (SEE NOTES) I$) NOT ALL CON111OtMG110NS USTFA ADM ARE SM00M ON S95 ORAW&K HOWEVER fWALLAAON SEC11" -A-A . •8-r A NOW SWV DETAIL APPLY TO INSTALLAi10N OF ALL APPROVED COW WRAIRM SiJD1NC CIA 14) NAIL ALLO9ui= 3PACDC KlIKEN TAKW AtI04M rl MALE WL 10 ffi 24' O.C. �' � IS) 51711E5 420 SLMMG MAW DOOR IS 9t0MN. TMtS POW ALSO APPLES TO 430 &440 9E AE I6) 2316 OR W HOOD SUCK TO 6E SMAELY FASID" 10 *vow" 111E LARD TO THE MA3O w. t7aNC1 M an wER HOOK STRIP c�IP DETAIL SIMUCRtAL SUBS1RAM. 17) LE90M Pmoss IE CAPApTY OF PR( mi TD 6E 3&0 PSF. DOOR WIDTH A R IT A EXTERIOR ELEVATION *�t6f•i to i 3 ir! BY OIH04S CALriX BETMFEII *i Opt ��%� Qm s DOOR � •C Nb. i it41 IOQI w. I L • CmvWk 1. U 7M • P8 I n AIVW • Olam. IX753 HOW3h6ALLATION ANCHOR `� �' TA;� + SERIES 420/430/440 SLIDING GLASS DOOR OW INSTALLATION DETAIL VATH TWO BY BUCK IN MASONRY • Q� . WAw BY cacti 6Y dual 0-4 88 NA l+p d •>z � MA41H1 �A4046rsr1iati4' 4 oota 112/03/021 13 GEN--0027 VIW-W ■, ►,NMLW 109-VA , -, • - - .IRS. -- ti -- - *- - - - - -. - w- SHEET NO. W6 SVR Lot 17 Block 3 2 Aspw* wueho 8rwatwawrwwww rr�.r.rd.ewr w.rr.ww..rs a.war.wrw c...rr. 7 c hkw" Fkaft V�&Mwe sdwtNOLS4 Sb"k��GTV SENTINEL a HlAFOLEa APPLICATION INSTRUCTIONS Four Nall Pattern English Size Shingle: 12' x 36' (305.914mm) SHOMOLaai GENERAL INSTRUCTIONS Imam r: • MANSARD AND STM MAP[ APPUCAYdttN& For rat 1" No r wat awe Of wwa MhOR•Q�OpRaRcOD pM16}�ME ow fl. , dM rasp nu end aw eta an ASPIULT PLAiY/if': CEIN&li: raw wo x &*" 06 ON*& MW bra p mm ll•`i�i5337mri SedSmiAsfies+RotE%mt - t'-13'(279.330mm)-- - ar`-?•` ?3b�rm: t2-2.17(t3Wnn�r � Surklod$bpd-4if21:!kwWm)orawe Ja Undaritly..tL.SbpA2ft3-it12Moe16T } rae�Wfwrrt cow aaanMM ar N Meted wow Apilgda r eaMhpne1 ri ww IhAYp: arwr la AeakwRr lao i f- To Fasten' ARICSOM d ass WM an aw s�Wind—� or roamer ers��ipflMl er��pfe�raw�a tumuudlww.d�aan b5lerleswman tdMdW Dn wi ffiam+6roM LaR Wren in WON when MM Mw tie twoud y ralr how w b" d tN 4xpx3 d. ow oriY�er d &IAiC Wadtrer Writ# ar am6wid'tdc Owbr, FM Sub- AAppp�i�r la ax eabrw erne. Fi+e amp mad owarhrap aw rod tape by °yE'ron.n) md+�na 2r :,p root owdry d,e,oa apga b� 3w ram) •+o end x (i+oa 6epge Fe aaMe (FJS�YId liaJ51 N0T be E9o06Edj (stlklm) WYmd tw iaseie wd ft rd per. Mmae ee daR[n ar de9i$ data us or agar. ieall Y Ppw d fNnpNiirf' j .;t" -{r1.2 Fasleret tm�a 116it oatx$et $eai rt+ao..t� —o. k 333 t +r (aowwreoa. ss. t Ytrrwa..rr. m+iw.w AZ. r Require A Six Nail Fastening Pattom?Use the directons above wiM pat following mtx "lion_ "r'y a,.w' rP+.+eaaun Arno . Replace fie per two fastening bcalaw wide W fasteni g placements. r-- riaawa)andimPlace two fasteners 9(229mm) from either end +/- 1' (25mm), and place 1 two a0ftonal fasteners 14- (356mm) from efeler end tl-1 • (2Srnm)-agam aw..�e+mv.uw carve aro.ds. 3 wm tw &%V*s Iwo WAh -M as SWW dowse, sirgrs mh br aid tivn lit to right or rom ro kR 00 OW 4q fNnon d *M wo N roof *a mis xocwltn nn car w i wmd odor tdaa on aw rod and a" dwape the ***f. .w...... P..- . ..waaw+..0 .w..., .wY. ar0 .r0ww�r. rr.rw.ar 8 VMW Cmaa6wcd*n - Ckwae br %*ww VWWy 4 $tes�rt tlrd'acm�e W hr a hA a rmpywLpp, Cw w pn bunI- COMM e°ynazmsrsamertn&�iftte6at�a�daetAsee.eysk rardaes to dwa for b dw ew+edpt ft* arareh coat wAn a art eWepb aro am tm pemmebaw atbwpuer taaDaa NoTF: SaaNe am MW he wd ddiner tit a �:r so Slrt r.i6et the WswrdanmWIP`aw.e (t`an� 9 Va" McDaR-opae w 5 tpi 6eHAC o` aapa wgNe araa h4 6 rape sW , ftw are ail $wVlK wd eppy a etwwa. tbsrort !ps awry dam prwartp war aa«1laa. 6 wrl i= "hkag (sl"" R'd to v*'l'w ww* to ".'a I..**W w. VdpWo. a it (90rvMr) Cemntla and Npa Ni b we ew+ra otnlard over OI ll.pe aww.ei+ae4 aadraw.wawt+arw stj2rar Tow aca.r va•+aaa•a+daaaacaw+ • tvaasaw t+o,wa a earaaur. t•tasn+n) .w...w.. a0m adpa B (12T..+a wpaw.w 10 VWIW Cant ; 1�( y'i y> __T "� ,` twee r~t �wilr.�`ora _...--•--^.—..--._. l •:n ff� ' - w.... I All tided wa%rlrc mW in d CMAtgpe:_.._.__.—._... 4. SSQ'F s.!'-,� Y,o'r,`_ _w•r"' - �., nit ed. d wemw wfgerrv4a µ3'C� Stave ant "ftmsWamobwaalimmimbMdeaMeafa�F SNOOK ow n."�"- to paolaaeif ftmtdr waadrrTAM ramd 9 01; eis. 00 ar onto awaaham pelaa, radkorq rr.+.o-ram. s... _. ... k r•`".' • _ :,,,,,•r,,,,— ...r'. _'°f' , '�". -9a . ,s 5, eair+pYa are 6 be aW ied d K ANC 00101>erkdfe ar a dads WAM d*wft �laaqp ..r.wr r due or oar an to el0oc" mrara aa>Alp actor. toe atelyee MUST be mad aaad. Sr vend Raaiadn awatreawt RISAk bra pwy-1 Y SOW adwra Mara, haMdap ara pant. w+e•aw.+lrw... p ant aspkelt _ _ a 010 teaio raawq in pAN dawn of oat so" d Not. told or b1r rbgaS 1lr repYrA errand prbam eoML aMpawsorhoerrtfa blaa drrb. sMa awl aae �thronph w rove ab�Y99bhaS be sate ew a amood ergo Frwwwas aald be d edFcwr ThOa torte iyotma adult hsaya� Nboaft Awar MrSK (tbe bell w"ia dlabt b aM1 SWet ohm pR ndmimw App6ad w towed stars 1 aalap Oaah ant eiY� aR taw eM a _J., rIw aaada qt psaflreeed MrdChoA aadoMaodrwebdrded wood [ i aeoecery, aWad d30 wdeAeyaaeat b aabaiva pw A111 t>Gat IN. pads! aaaad .ar LAM TWAVlY** A we d ar UNTWOWWAaY ft%Y u+r and waetana rarraaa+a+R9w srra.aWare eat 4F Waarda arw wwrada Ary eawa+weigMbntfYnrMaaera�rdaaaktlwair MwJr. ataeurahewawt>,rN.wta+ 809LMlt 11 Z o O Ow ' w Q ¢ _U J a a �< Q w ': w 0 x 0 Z a tJ Z 2 � z o 1� LL O • r1 N G � 3 a Z O Z Yk O LLu Z VY lit ~ Z (L o > a SHEET NO. 01 SVR Lot 17 Block 3 s TimBE�u►� GAF COR ON ThMBERUNE TMBE QAtE a`jo APPLICATION INSTRUCTIONS Four Nalt Paffom English Size Stdngte: 1Y x 36.15/16' (305 x 938mm) .•-- tY- iS )3CS358rtar) 12'- W(305-35&=) — +- f metl N0T ia1tM a of -,UT- aT:z iT3.6ann) r--�--I r1z'-2-irz ilaaamm}r—�' � � oaoallomsi6e k F �To fasten: 5 qqpp� tdei^wltlat Straded boors (T33.1l6nka) c MrxmIlefSustNOTbeexpMM f Require A Six Nail Fastening Panora? Use the directions above with the fotowiwi q modficaw: fieptace Cte inner two faste?t'urrtg locax with tour fastening placements. Plate two fasteners 8' (203mm) from either end +t- i+ (25nm1), aM place two additional fasteners 15' (381 rim) from either end +/• 1' (25mm). 2 StatUr Cease AgAy>saaen. awne.aww.r<u yi n«r,r so scn Y 0a• r•.e�rr�seWww +o•e+M�.nn+W•++e�+n ' w�uMy�•ii��aM.•i�s�r,c +•per —M w^O+eew twin M+ +•ram ••.wotrr nantv+n..i+ tea' e�{r•�w e iobrn) Y•in+nw 7 M�pa�atwn toara d 246s1 a W il-6.i nw0as a a daapA�. tlelt naaY Mple BAtlaaY d PWA Hip 8 dagMt ad COW tMINA* NO sum deaYio tYidora. FaM In s mimw a appkdbn Yrowa. Ap* Ws mW Yom pflmiitp arlee &*Od n 8 VM FlasfWg (81eW float S. V.1kM wad W. 4 C2r-a ft.,. carse ac store n. 7rm 6 (tb2mml pom ne am dm9pas dtbbwidk eatm ThkaeaAslnaS.(f! mm e'w s bs= stir�ttes sum rie tool su t a do* en abm awy 6.. ID &tint pa.w a q..m I t+ aesa. tat)T@ maybe Yk from dtaa left or IipM Yard Y1art d trim elm blmad r (15&M) ate`... GENERAL INSTRUCTIONS A a P dalecf ai daM d atnntle Lb adllei�e on the back d wdlpafs aw i t�aV ap Yom banan a 0a ,EipLa iaau awit and Oak caw 4t ae a Vemaa #dxq aap" a Ae Ytrlptae FIONi .S-6ADQ awafamt gat Wo- ia/ M adberad wfl a tom�Lte FadQQ appire6 ibleaalms atalellendtwns to me aopn :aumm; Fal rod dopes ttium Ow 21' +E%POYUFTai: S' i2T +itAiDUDM YE :AArodalrofilta rtaatM wdh deagh wenifmanm ax aeawasowan d modum ai bddnd root n�q v« a work om mw, m lead mod a vow fallout FAA. HAJ.n. or bras spas ""rem remaamem. -�p�roodae ADW EDW8: P mm wAad "M rake and ea* edpas on +ASPHALT PLASTIC C�IBRt Far ar as a<Yopia Lb sdhWre. Mwt Comm to ASTM DOW Tyne 1 or IL Uladeltayrnatat: rd 2 JAltatnhaa)aaeon tMdartayn.W Law8lopea?lifdFl2 tom} �tYep+�6«Yr � C. 446*M ,� one � a �Msnied,rllwd a Ap�Pdw d IW.ra6traat aw aa. aadlb�: �cwer �e dwc r«n blab rtwuss o�'NLay1c p k"M d as YOrd byogvl-�a�wnnp. tW atlypnaWr>illn�psnata m hdd word�ymarc in pYn iWA %ftm ke dons cm n d® tlana Tdg�p awtAr=p on by adph�{fomm} adr ycoopgmealmn� Catl1A`er 42EY` ederd 2t' (61:9) wmw da lake wP 1na b_ 7rond 'raxido iti dates a MDrk bame m na aryocMtr. Intl/ pFes ei -3w Vw.> AW 0,-w.q (attune asa. W 5 TM"t Cain. Trim il' (Z79mm) from tta 6td fhrQY le the mesa tltn mntinw akh fuG VNMW across the toot. 10 V."y oawtra.".4nna.d cut FaaM and Db—k* j.V. e Tim1T((gYaua}kapk3i r4heoane.um00"We.oldahnpesaxoss sa rod. Ftitll am R&Mw to emotes wpet to uw" tllstrumm I otnn Stop 3. Tim 10mmalonery saiesSain N� Rwpaac. aapAak ahlt Beraors d me Wwal tiluaWWsdt�e�z�iabtCto AYErd up49w aNtpfes wY be SW b Cole asdtar and fitemM 1n t. 6tindtf ettoad Ito to ba sips na dlaAd atlMpt be aade eo seplaw wwoft by zNa ura mamJyairolaanoa0wewrrormwwoecdanapaooatat awtatber. 3 M amaad loatar{Ya mat be of W+a A typo, k Smape show bt In aaoaerA seafJtled Yu+-m*m m Nowk2un 11rF (ci'C shm an id eotgx and are sapM boaNs f am m Yt doltssheirA pipm roowheaa. do M. sw M mMdLW4�`produa ran a u�om � flan awm IMPOR ... a** late pem -h Y no 660M Wo te. YaYMIM auk aewtlt Q�7ham bo, nM s�7V:h aMrwA bpMiatr�aa`M9a rtoodOKtdYaet 3v' ( or td 11 oGY DtY+ • FtlNM_dNa aebYa el�ae tar p1�tlat AYea tat be appkd ow wood swg' , Man 1 mla bma'0ben ma,» works >A an eft aagoe. TrA Ytirdea *Af bait ON ra a mu at w um ttwg trw wcod ep�Ip ata�a as taadad. iota awaet VmM and w WAW wod sttpc N natamr}c lleLi J30 uraia4y»W b mitdain LYa A MiYq. 71b tnaaea r aaei As as lak7�tiY1mPNTY aarf A aagr d a laalEflfwapNty froro 6 than s+tl +ffSnraa M ►'•aa oe A a�odet �we+•ay M aaeitaa norm 6FFwa.W ta�mradon ar r. wawglLaala Aitl airbn YOFa adera laelldbli oaf M ae traeamYner daadFameaedar aaederc 6l w w umms emommm 0IBlI51e1A KIML12M � Z Q � O w W H Q U_ J � � a a i w 7 W 0 x tt a Z a O 2 Z O lL R • rl G O M� Z O 3k O Lu Q a Fn > ij o a SHEET NO. L MINIMUM 2"X 2" CONSTRUCTION CAE MIXED SOUTHER14 PINE OR EQUIV, WOOD BATTEN STRIPS SIDE MEW OF E AVE 1 11 10 • 0, --- 2 4 t — ROOF O w"G J-CI• MN`EL. FASCIA ,.l P 5 1R 1/ DOUBLE 5" APPROVED )400ELS EXPOSUItE INCHES THICKNESS 1.003 DESIGN PRESSURE TRIJSION 10 0,042" + — 60.0 26.6 PSF PSF TRMS1 OV 10 0.042" + . 26.6 PSF PSF PSS I (IN 10 0.042" + — 60.0 Z§A PSF PSF PSS 1 ov 10 0-042" + 60.0 26.6 PSF PSF LFP I On 10 1 0.042' - + - 60.0 26•6 PSF PSF L.FP1 QV 10 O.t�42`� + — 60.0 26,6 PSI` PSF GALVANIZED -ROOFING MAIL 1 /8- RING SHANK DIA. 3/8" READ DIA. X 1 1 /2" LONG. 10"' o,C. THRU THE NAIL HEM HOLES & THE WOOD JOISTS. MINIMUM WOOD ENDED ENT IS 1 3/8" A REVISED 13Y R1CHARO 130)I 'iE � 1 FILE M-1E: *1DK52--1 B DADE SOFFIT Ito. Rovisians R. if + A. !,j 4•' TRIPLE 4" APPROVED MODELS EXPOSURE INCHES TMCKNESS *.003 DESIGN PRESSURE FTS-= 1214 i 2 Q.Qi#I " + 50.0 PSF — 30.0 PSF PTS-12V +` 12 0.040' + 60.0 PSF `30.0 PSF PTS-• 12CV 12 0.040- + 60.0 PSF — 30.0 PSF 0 0 "€%ID z vDvIlm Tm TU WN -n' c la WARM C= b+It. �-4-A CON? li tMKICI L`Dx5-0A Bt}� k 1. 4r. t�r`i t twt .E O+jKf ci;I-Gq(> 14311 �,CHVIO 844240 ON0YET116 aid . .R ryi Fay 01 4: Alcoa Building Products PmT. INSTALLATION DESIGN DRAWING FOR VINYL SOFFIT 4/1 Data Scats: 1` 1- — 5 2— 1 B Z �Q Oj F- 7 U ^� U) I_ LL L o . SHEET IN1 I_ n HORfz. SIOI !G APPROMP u OSM a40 Q C a 2, $ P OW-40 8 4 1/2 0.040' -46.6 PSF '1um--40 8 4 112 0.040- -44.6 P$F me-40 8 4 1/21 0.040+ -46.4 PSr U101-40 ; 6 - 4 1/2 CLO42 --4&6 P7 L4 41 8 4 1/+'2 0.048' -46.6 PV -4.0 8 4 1/2 0.048- f -I&$ PSF SW-- 44 8 4 1/2 0.044 • -46.6 PSG LFP-40 a +4 1/'2 0.044' -46,6 PSF DR-40 8 4 5/8 0.042` -46.6 PSF CW- 40 0 4 5/B 0.042' - 46.4 PSf QT-40 � � a 4 3/4 0.044' -80 PSr CS-40 a 4 1/4 0.048' -80 PSF faw-50, 1Q 5 1/2 0MV -46.6 PSF IRIA-50 to 5 1/2 0.0,40* -44.6 flaof LIC-50 ii1 5 1/2 0.04CI* - 6A PV 1.18-50 10 5 i/2 0.042' -46..6 P$f. WGV-50 to S 5/8 0.0460 -46.6 psr LSST t0 5 5/8 0,04r -46.6 PSF lMION 1!1 5 1/2 0.044+ -41,3 PSF .Cw-.50 tic-50 10 10 5 S 5/3 3/4 13/41 0.042` 0.044` -46.6 PSF -8o Psr CS^ ' 10 Sf 01046r -80 F'$F _T N A CUTCH LA' SIDING C..-'.,i 1.*.- Ap-P MOMS E'+Q51JItE InckFS � G C ,Trt,1 #ACi1 pR13m" ►rtCB-40 8 1, 1/2 0.04G* ��;.2 PSF CWO--40 a 4 1/2 0.042' -Al PSF 41PAt-45 9 4.5 1/2 0.040` -36.2 PSF TRUD--45 9 4.5 1/2 0,040- -Jf x FSF UBo -45 9 4.5 $ f 2 , 0.042' --36.2 PSF 1 PO-45 9 4.5 1/2 O.O44' -M.2 PSf 01 =45 9 4.5 3/4 o.ow -63 PSF GSD--45 g 4.5 3/4 O.D46 --E1) PSF UCO-50 10 5 1/2 0.040- -441 PSF C4i17 - 50 10 5 1/2 0.0 4 7' - 0.6 PSF S VD--55 10 5 518 0,04t' -45.a PSF LD55T to 5 5/8 0.048, -4&6 RV 0K(1-50 10 5 5/8 0.04a' -46 6 PsF CEN(P L "OTE.S: 2) aCOA t,1;rwi. & 50"N FRMUM ME 1t1C. M14 k f'[►t1kMAM M CMtPMM UMUCC OR 1J<rEMO#C MC AEc3uc8Dl 43 CW ASM 11 J+671i_ � FOR k-1C SXXHC MO CO1�. 2) WALLS AND SMU TO FECCK L1tM SOW / SOM SHE SE 04ECW0 FQA SMLC'R L /MWACY. CMKS ANO DEFEC'LS UUT SHAD. 8E CLIIa1t UE0. 3} MAULS SWL eC IAM MOM wt11! ASPHhL7 SATUIPAnD MT OF' UOT MS TKW 14100 503. FT. AS DESCRMED 1rt SECMM 4) 1UW & SOFFIT IHM flit 540WG / SCFM ARE 1 � WIC iEiSi,W.UD Skk1i 8E QMOMP BY A. RECtSIM0 AACI+t1EC7 OR £N WEEA 14CCOIRMIC TO T4tE SO411Ti RORI A OVIL IC CODE MAD WINE 1A1N1CAM ACQUWE11EKFS Or IM DRAIM, a 9011.AMA of eke SM010 / Stbi1T NAD ACCCS".,.Mf PRODUM mE Amr.,.uL Stem" or T11C 3om m*Rxxk 9vt' n 1G cooC 5/8' (5) PLY PLYWOOD 2' K 3'0 16' O/C CONSF. GRADE WMD SOUn*)tH PIK 04 EQM. FAsr1M 70 CQfitME MOCK W M I1W 3/ 1 s UPCOM 0 12' 4/C rt►u. a.tSi.Sf.a1 L.IoC.10rc.ttit sms 0 mixuu SP1= i S j O.C. F6' NE&O 044 X 1 3/4' LONC. HOME & THE WOOD SNDS %MH 1 3/8' EMRIMMEWL .` SIXID WAI L BLOCK WALL AA:"4,9 AS fcwsi FMC AM rp4 MAN 110A}DA mAtb*C Cmf CAtt 1� j M fu�uc� il/+6.7.: 4:• r G4r#it'E', flit K� 11"o,ot Alcoa Building Products MagiP . -IN TALLATION DRAWING FOR I FILE ?4AME; SK53-1(3 DADS SIDIN 4/99 DRAWW 1 fJ0. Revisions 004 SCALL: DAfiE: 4/ t 5/90 t,r8� - 1' DESIGN! VINYL SIDING kitL't114it090YETTIE K C A PC- xa2466 Ant CQ0+'ftA 1Mv4 - 5. --1 �'�E401 9 jk*v ,.L. t rilir 11 l Z� Cnm m O OU Q F Z V � � Q .� SHEET IN2 SSB960 Instructions rod peak lecho Pdel ane de toil Figure 1 - Figura 1 Figure 2 - Figura 2 Figure 3 • Figura 3 Figure 4 • Figura 4 Installation of SSB960 roof vents should com- ply with all local standards and regulations. CAUTION: Use appropriate safety glasses, gloves and other equipment to avoid injury. New Construction or Re -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 2" 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 fhe 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"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 cut away the leak barrier spanning the hole.) Position the vent and nail the vent into place: The top of the SSR960 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 V from the edge of the vent flange. Seal all seams and nm heads with an approved sealant, such as silicone, roofing cement, or waterproof caulking. (Figure 3) Complete shingle installation Continue, installing shingles, overlapping the flange on the vent. Cut the slAi4es around the top of the vent to match its shape. (Figure 4) root peak p� del techo Taste de toil Figure 5 • Figura 6 Installation of SSB960 roof vents should com- ply with all local standards and regulations. CAUTION: Use appropriate safety glasses, gloves and other equipment to avoid injury. Adding an SSB960 to Finished Roofs Determine the location of vents: Inspect the attic to determine the location of rafters and other obstructions. 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 7 from. the peak of the roof. Mark a 10" circular outline for the hole 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 68). Carefully remove the roofing nails within -3"of the hole. 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 Watchl or GAF StormGuar& Leal: Barrier. Center The leak barrier over the hole. Remove release film, press into place and cut away the leak barrier spanning the hole.) B 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 i vent is centered on the hole (Figure 78). The shingles should •-., ,. •; a ", ` overlap the top half of the vent flange. The bottom half of the Figure 7 • Figura 7 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 l"in from the edge of the vent flange. Replace nails in the shingles as necessary to encore a proper seal. Use silicone, roofing cement, or waterproof caulking to seal any exposed nails. (Figure 8) _ NM. In Careda,ody tiro GAF and Qualfty Y170 Can Trust Since y8$F7- - - NOTE: In Canada only the GAF and Quality YOU can Trust Since 7I8$$- - - Timberfinelogosare regsteredVadeimarkS front North America's Largest Rooffi>rg Timbernnelogos are registered trademarks, from North Americas Largest Roofing NOTA: Sdamerme I os norbres de GAF NOTA: Sd am rate los non bras de GAF y Timberline son maressfegstradasenCanadaM and Ventilation Manufacturer Timberline son mamas registadasenCanadd. and Ventilation Mant/facturer REVAROUE: Seds lea no ms GAF st Qj REMAROUE: Seals W_s nDmsGAF et iw Timberline son! des maazrqquues de ammxn it Timbe tine smtdAs marques de GAFrR6MlE commerce d +osspaau rarrada CORPOINATfpN J commerce dBposBes au Canada OORPdRAITiON T, 01 w 91. V OIw SHEET NO. IN3 •v � w.0 uw�.w uv�w�yvuaww.wu ✓ucewvvui. rvic. ✓�uu�y niaw•r.nniNuu�� nvn ✓wn�y.uwy, we✓icvvi i .. c.�✓ � iv, �a..w Ap * •► •� ,► EA* M, ;i [�Jil III :R41 M Ur!".4 Roof De€�c: it a an1X aver well -seasoned, supported woad dew, tightiy consinsted with ntaximt>lrn S» wide lumber, having adequate nail -holding capacity. Plywood docking as recommended by the Engineered Wood Association is acceptable. For ri:�e vent to function pmp+edy, it must tm the only Ngh or exhaust vent Joy thmted attic spade. Ridge vents will not function property if used in conjunction with gable -end louvers, turbines, rout vents or power vents. Slope Restrictio= Use only on slopes between 3112 and 16/12 STEP 1 calculations for a Balanced Ventilation System To achieve a "bahmed : phim- with Crites fudge Runner"ridge vent. there must be an air Intake system (i.e., eai`ttl or undereave vents). For poor vsoblation, the amount of skWom ventilation roust equal the arrm nrt of llentiledon at the ridge. : in no case sWuld the amount of exhaust ventilation exceed ttte Amount of intake ventilation. To determine the minimum square feet of rot free ventilaft area (NFVA) needed for a balanced ventilation system, use fire foltowirrg formula. Sq. rt. of attic floor space _ Min. Sq. ft.. of NFVA needed 300 Cobra* Ridge FlunnW ridge vent has 12.5 square inches of NFVA per lineal toot. To determine how many feet of Cobra" Ridge RunneCridge vent is needed, use the following famwla: 1't2 x (Min. Sq. f, of NFVA needed) x 144112.5 = Min, lineal feet of ridge vent needed To determine the amount of undereave vent required, use Ow following formula: X = NFYA (Sq. In, per. tire, f1.) of ft undar+eave vent cw intake vent system selected 112 x (Min. Sq. Ft. of NFVA needed) x 144fX = Min. lineal feet of undereave STEP 2 vent needed Instruction For Slots After emulating the total length of Cottre Ridge Runner -ridge vent needed, determine the necessary slot opening required. Notre: It Installing on an existing rool, remove the cap shingles irom the ridge. Roof$ without a ridge board: lout an opening along the ridge, Y" on each side of the root ridge (Figure A). Roots with a note board: Cut an opening along the ridge, 1%" on each side of the roof ridge (Figure 8). Note: Maximum slot openly is S�", wide, Mark oft and art the slot opening, making store that the ends of the opening stop at Walt 91 from any end walls or trip Wersectfons and 12" from chimneys (figure C). Where short ridges (dormers, ridge intersections) ate used, mark and Gut the slot maidiag sure that the 00 of the opening stops at least 12" from the ridge intersection (Figure D). 20'x 11 1 2" Roll 'SFr E No Ridge Board 1 i '{ e - With Ridge Board 1 .. ._..., �4,�.,�,........,..,M.... `. 5� _ ......E Lut Y i 1 Copyright C 2000 Windward Homes No portion may be copied or reproduced without the prior written permission of Windward Ifornes Share drive W: Quality Control Checklist/Roofing (680)' Roofing Install Shingle Final GTOUp 680 rev 03-16-07 Tagc 3 of 4 Windwardj Homes PLAN © 2003 WINDWARD HOMES. ALL RIGHTS RESERVED .vJ i -..wu urwn ur.w yvnowuuun ✓ncc�ovunn nrru ✓iuury uu�w�u.ruuwu,, wnu ✓�uury.uwy, ,Jicsicuvi i . i r . i u r i � �ww�w STEM' Ridge Vent Inswilation Tear a 1' seder to be used as a temper for laybg the herd iurt (Figure E-G) and coaW the tempWotgot onrthe rye cap shingles at the beginning of the vW mat, Note the loo ion of the tie figure H). Make sure to do this at both ends of the InsWilathm. Measure tie Oftwe from the edge of the root slot to the eAerlor baltffe (0). Estalrtish a e lk line along we side of the ridge (Figure t). Uhroll the vent and use the I miuded 1%" pneumatic mothg nails to Lerch the fit side of the ridge vent war the extern of the baffle aligned with the chalk tine 4F Jj. Nall gun targets are embossed on the part as a guide for pmperty anachl"g uoW to the roof. The "Al should be fared an +B" waters (Figure K). Proceed with attaching the ather side of the vent_ When beginning to nag down the second side, do NOT begin at the end. Begin between The first and second one -foot sections and their return to taten t first `taunt section. This will allow firysproper lit}. NOTE: For proper at pearame, pull the the tent snugly across the ridge and flat on the root before %�ool og each mail. NOTE For a uniform appearmpry install Cobra Ridge &nnff vet over the inure length of the ridge, uiakirag sore that the vent externs past the slat openir►g by at ieasi 6. NOTE: For applicallons over laminaW shrngles, apply a bean of sificone caulking or roof r wnt to tf>e undersf4� of ffiee aukr baffle afoot the entire ridge and at exovsed 00gos so ttxat the gaps are rompkiely frlled. NOTE. &vn venting vaulted and rally°dral ceihngs, h foistlrafNr cavity must be tvnled at both erns arrd have at least 1 X ` clesranm STEP 4 Cap Shingle installation Install tie ridge cap shitglea directly to the gent using pneun utic hail qtm wd Included 1V nails. A nail The is Inscribed on the top of the vent to serve as a guide (Figure L). Fig. F 'My I � Fig. F r r Fig. Fig. G ai'.ljF�,�pf�f i MFig. I -Fig J . (� 111191 R f° FIN Fig. K Fig. L Quality You Can Trust Since 1886—from North America's Largest Roofing Panufacturer C2005 GAF UaVw t C<xporabon 1V%-1'3S1 AIRS Road 'Jayne NJ, 07470 • v,-Am,ga1.�,, HESC 33Q4 a dw oa«ron+Knar+ Copyright 10 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 Group 680 rev 03-16-07 /Page 4 of Windward-j Homes PLAN © 2003 WINDWARD HOMES. ALL RIGHTS RESERVED i SIMPSON STRONG -TIE FLORIDA STATEWIDE APPROVAL LIST Product Description Florida 9 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 All FL5415 CMST12 Strap Ties FL1901 CMST14 Strap Ties FL1901 CMSTC16 Coiled Strap To FL1901 CS16 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 HDBA Bolted Holdown FL503 HETA16 Embedded Truss Anchor FL1901 HETA20 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 HSURIL26-2 Heavy Skewed U Hanger FL503 HTS16 Heavy Twist Strap FL538 HTS20 Heavy Twist Strap FL538 HTSM16 Heavy Twist Strap for Masonry FL1423 HTT16 HD/Tension 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 Jost 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 LTT20B Tension Tie FL474 LTTI31 Tension Tie 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 Tie FL1901 MSTAM24 Strap Tie for Masonry FL1901 MSTC28 Strap Tie FL1901 MSTC40 Strap To FL1901 MSTCM40 Strap Tie 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 PHD5 Holdown FL503 PHD8 Holdown FL503 SDSY.Xl% Strong Drive Screw FL1463 SDSY.X2Y2 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 Foxed - 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. FL6107 SHEET NO. Pi A.