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R L & Bobbie 20030247
m P d �X'STiP1"� iS �y to/G �tGY�D /1��rr,1 m ig LA 4� STa0.H5f �Jenft. ��N6E a �-ihi1511 Tltltl�k,.' GI[`,11£Xi5T7g3,.��R THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. T. A/c 0 M m e [', z A�VIO L. oT- Plgw$ tOIR �Y�,1`oa,h V\ao�Otf�. i ecLim coumv t� REVIEM FOR REfI�YI®ey PLANS AND RMff �(�/` M13B7BE KEPT ON JOB OR, NO INSPECTION VALL BB MAOL Jo / Snl i tr(JzsS 37xS4'�� sl j� '$t ...... ,....�,.a.,.�,. - SCALE: IJ� s'3 APPROVED BY: DRAWN83Y 1� w3/A Xb/� 3++1{,..f .....�-I W4i5:' �'FJ1UC' jjOP{{. DATE: REVISE C� SJ -OR-0� �. tset2dJ r '�' ...57 Tn --m�- DRAWING NUMBER 11 1� 2 X F-T. MAY t 4�-1 Ff. NEE � R15E°�5 ANO �REP� VARIES TO CODE NOTE! z RSSERS AND TR8�0 NO T LESS THAN 2 OR MORE THAN 2` " 7 its TO 7374 AX +� PEP. `GOOF. • _. . 'ZX 2ALUM .093 PAUL WELCH INC. 1984 SW BILTMORE ST., SUITE 114 PORT ST. LUCIE, FL 34984 h_ 'M Negative Dmign Loads based on Comparative Analysis (pst.) Negative Design Loads based on Class Toble (Toble 35-E) Window Ne" hts Window 19.125 Widths 26.500 37.000 26.000 79.34 79.34 67.12 38.375 80.00 80.00 68.54 50.625 80.00 80.00 69.41 63.000 80.00 80.00 69.84 76.650 W60 60.80 60.60 Positive Design Loads based on Comparative Analysis (psf.) Positive Design Loods bored on Woter Pressure. Window _ Window Widths Mi is 19.125 26.500 37.000 26.000 55.33 55.33 55.33 38.375 55.33 55.33 55.33 50.625 55.33 55.33 55.33 63.000 55. 3 55.33 55.33 76.000 55.33 55.33 55.33 P � NOTES. 1.) REFERENCE TEST FTL-1143 2) DESIGN. +55:3 PSF -60.6 PSF NEW N.O.A.1 98-0223.08 AMCu u A$ DOSPIYem wrfN n¢ SDM 1102JA{ Binpt4 DAT 8VlM y� ev %Y 19 k= • FROD E Hit oq*,w BBBDlb�F C0y . 4CCEPiAxCE N0. �� 1� IASS �y JAL essnr technol rw.. •w Mai. ..+.. ear.r� wr � w MOW* rm A 400 FTL-1 143 1s 4 a 5 /%� a.�. COMPARATIVE ANALYSIS P.O. BOX 159A D.B. 10 19 s8 _ r'' �� Ix NOKOMIIS, FL? 34274 B 423 B 7,h g� . Apfg Eo As CO MUS W" M Serra ROMA suoM E wl � QY 0. lxvis: sulLo a CWE fAl11lW�LE,OfiICf.._ �CCEPiIIltti NO.��"• 'progressrre SStechndogy r.r.�w�nrrweo AN " 400 .� SECT. 3 d 5 Via - SECTION VIEWS P.O. BOX 7 529 . ': . T B S NOKOMIS, FL. 34274 r423 J'B DESCRIPTION V.T. # AVENDOR VENDOR ` SLIDE BAR 64124 ALUMAX F-4124 RM LINK 60115 • ALUMAX AF-115 GUIDE 42003 VINYL TECH P.G.T. ASS'Y RIVET 7VT33M UNIVERSAL RIVET 11.525EG ASS'Y RIVET BUSHING 142001 IVINYL TECH P.G.T. k LOIPK RIGHT LEFT 66398 JALUMAX AF-6398 K 160115 IALUMAX AF-115 26 1 #10 x 114 Ph. Pn. SMS . 7PPBB MERCHANTS FASTENERS ', �': 27 SASH TOP RAIL 67746 ALUMAX —7746 28 SASH BOTTOM RAIL 66395 ALUMAX F-6395 29 SASH BOTTOM SILL 66614 ALUMAX ' 4F•-6614 30 SASH SIDE RAIL 66396 ALUMAX AF-6396 31 WSTP. — VINYL BULB 66601 - TEAM PLASTICS 4 6-1 6ZM [��'_s1 TORQUE BAR ASS'Y. Ta 4� rrcrt.• zt "u I'm t5 USED TO IN mm Mw ESS .4.ssmBtr TO f"Imr-- • HARNESS ASSEMBLY ULL TABS 70409K TEAM PLASTICS TP-482 RAM£ 61011 FLORIDA SCREEN - '1011 ORNER 41903 VINYL TECH P.C.T. 'TRETCH CLIP 7VT65 CIBCO IND. 5 PPG. LOF ING BEAD 165107 IFLORIDA SCREEN 05-107 _ 4 At'p6 M Rq,CCiflTem'IRRI 1w R°' !mew n BUmm �coretxfrcE'HiKE 1 E�st�teando9y 400 t—ELEN �».e 2 d 5 ELEVATION. VIEW - VEN.7 D.B. ' N. T. S P.O. BOX 1529 NOKOMIS, FL. 34274 i 423 ""` B r y. • t j 6 ti ' E SHEET 2 Q' TEM DESCRIPTION V. T. # VENDOR VENDOR , a 1 FRAME .HEAD 66391 ALUMAX AF-6391 2 FRAME SILL 66392 ALUMAX AF-6392 6 3 FRAME JAMS 66393 ALUMAX AF-6393 6 4 8 x 3 4 Quad Pn. SMS 70834 FASTEC 5 WSTP. - VINYL BULB HEAD VENT 66601 TEAM PLASTICS 466-1 6 WSTP. - VINYL BULB JAMB 66606 _TEAM PLASTICS 466-6 C 7 WSTP. - VINYL BULB TORQUE BAR 66605 TEAM PLASTICS 466-5 8 6 x -5 16 Ph. Pn. SMS 7PPBA FASTEC 9 ' TORQUE BAR SHOULDER BOLT 7VT40X UNIVERSAL RIVET — 10 10 x 1 4 Ph. Pn. SMS 7PPBB FASTEC 11 TORQUE BAR BUSHING 42002 VINYL TECH P.G.T. C 12 VENT ASSY. VINYL TECH P.G.T c u 13 OPERATOR ASSY. 70PR TRUTH HARDWARE 2AW00 14 TORQUE BAR ASSY. VINYL TECH P.G.T. 15 10-24 x .500 Ph. Pn SMS 7PPFF FASTEC u NON -IMPACT WINDOWS' 1.) GLAZING: OS9 ANNEALED _ 2.) CON11GURATIONS: X.X,X,X,X F 3.) ANCHORS: r NO ANCHORS IN SILL - WK. 4" FROM EACH CORNER (HEAD) -C 'MAX. 5 112' FROM EACH CORNER (4WBS) AM SPACING ON HEAD: 24.000 Ma. SPACING ON JAMBS: 16.250 4.) SHUTTER REQUIREMENT: SHUTTERS REQUIRED AT ALL INSTALLATIONS. Q 6 _ ' APff,M AS tXWVIC WIR 171E F u . SWry:1GRIDA iUMDYC CODE gu Li CODE CCYPEiEMCf OHICf.. _. . +kcinmcF m p �_ • IprogressiNe S LAtechnology u C . ■.rdm. .vo— ..�e..aL.w....r tee. - c"W400 — ELEY -- 1 �+ 5 ff u �1�"'.. ELEVATION VIEW -- FRAME E � �B' 19 9S s� N� . T. Ad*— P O. BOX 1529 NOKOMIS, FL. 34274 . '� B "° 42.J R..•, B u _ I• . 1.250 1.250 f x wow t :.+ 1.250 2 x WOOD 4� BUCK I I BUCK n • . - I I 3/16!P'. N r�.25 We : ° • 110 PANHEAD . OR ' � I ( I 1/4' TAPCON 4 112 PAN14EAD .250 AFAR. .250 MAX, ,250 1 x WOOD BUCK 250 2 x WOOD BUCK 3/16' TAPCON 110 PANHFAD OR OR TYP. JAMB TYP. JAMB 1/4' rAPCON ee 112 PANHEAO = TYP. HEA TYP, HEAD 3/16TAPCON OR -:' • TAPCON 110IPANHEAD OR .1/{' 112 PANf1EAp WOW AS CDWLYWC TK 1' .250 UAX WIN SCUtM RCRiDA BIIIlD1116 co!* 1.250 7A- 1.250 ON GWLDiRa CODEMRlU1G�DFFNE:• \ 2 X WOOD - {'_ TYP. SILL + ; BUCK %r + lechoolo progressive4�i� Fm rrrr...►YM�. -•a.r.a �r.w.r. P. SILL /� � 114 — TOO ANCH. ' 5 a mum W. ° ANCHORAGE - D.B. 1°�b 19 9 �j'� ix P.O. BOX 1529 NOKOMIS, FL. 34274 B 423 1 f STI?I�CTIlRES,VVII"H lN�O.� ALl,1R!!INUM. FRAMING COMPONENTS. f SECTI.QN 4 2 x 6 FLOOR JOISTS FASTENED TO DOUBLE 2 x 8 GIRDER WITH SIMPSON H-2.5 HURRICANE ANCHORS AT 16" O.C. CONCRETE BLOCK PIERS AT 8',0" O.C. CONSTRUCTED ON 4 x 16.x 16 CONCRETE FOOTING PAD, -CELLS POURED SOLID WITH (2) #50 BARS AND (1) SIMPSON H-6 ANCHOR IN EACH CELL FASTENED TO DOUBLE 2 x 8 GIRDER b 3/4".PRESSURE TREATED PLYWOOD OR 2 x 6 PRESSURE TREATED DECKING CONCRETE BLOCK OR TREATED WOOD PIERS AT 8'-0" O.C. '> FOOTIN&TO DECK CONNECTION SECTION A -A SCALE: 1/2" = V-0 CONCRETE BLOCK PIERS @ 8'-0" O.C. 3/4" PRESSURE TREATED PLYWOOD OR 2 x 8 CONSTRUCTED ON .4 x 16 x 16 CONCRETE FOOTING PAD PRESSURE TREATED DECKING' AUGER @ EACH PIER FASTENED TO 2 x 8 GIRDER W/ FLAT STRAP 2 x 6 FLOOR JOISTS FASTENED TO DOUBLE 2 x 8 GIRDER W/ SIMPSON H-2.5 HURRICANE ANCHORS @ 16" O.C. OR 2" x 6" JOIST BUCKET t,. ALTERNATE FOOTING TO DECK CONNECTION SECTION A -A SCALE: 1/2" = V-0" (2) SIMPSON H-5 CLIPS OR EQUAL DOUBLE 2" x 6" P.T.P. WITH 3/4" PLYWOOD (PT) SPACER NAILED WITH #16d COMMON GALV. (2) EACH 16" O.C. CENTER OF GIRDER B-B SCALE: 1" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (9D4) 767-4774 FAX (904) 767-6556 SEAL PAGE © COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 105 STRUCTURES WITH WOOD & ALUMINUM FRAMING COMPONENTS SECTION 4 TO WOOD DECK OR BEAM ALTERNATE POST: 4" x 4" P.T. T4T FOR ALUMINUM ROOF A- VIRGIN SOIL © O B 16"x16"x4" CONC. PAD ♦ A /C - 80 LBS." 2500 PSI CONC. D = REPLACED SOIL (SEE PORCH POST CONNECTION DETAILS) E- 1/4" x 2.1/4" EXPANSION BOLT (2) EACH PER BASE ISOLATED FOOTER SCALE: 1/4" =1" GIRDER OR PERIMETER JOIST 1/16" x 3" x 3" ALUMINUM CAP ON ALUMINUM POST AND 1/16" x 3" x 6" PLATES W/ (4)'#10 x 1/2" SCREWS INTO ALUMINUM EACH SIDE. (2)1/4" x 1 1/2" LAG SCREWS INTO WOOD USE SIMPSON BC4 POST TO GIRDER/BEAM TO CAP WOOD POST W/ MFG RECOMMENDED SCREWS 3" x 3" ALUMINUM POST OR 4" x 4" P.T.P POST IN GALV. POST ANCHOR AND 41/4" x 1/2" S.M.S. FOR ALUMINUM. 2 1/4" x 1 1/2" LAG SCREWS FOR WOOD (2) #5 BARS EACH WAY 3 1/2" SLAB o' ea do ' MAXIMUM UPLIFT n " -- 16" MIN. 24" x 24" 978# 30" x 30" 1,388# POST TO SLAB DETAIL. SCALE: 1/8" = 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (9D4) 767-6556 SEAL PAGE © COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 103 -SECTION 4 STRUCTURES WITH WOOD & ALUMINUM FRAMING COMPONENTS FRAME AND ALUMINUM, WOOD OR ALUMINUM FRAME SCREEN, VINYL OR GLASS HOST STRUCTURE WALL 5/8" PLYWOOD DECKING FACE GRAIN PERPENDICULAR TO � JOIST MK)r FOR LUMBER COLUMNS \ ANCHOR W/ GALVANIZED POST 3-1/2" CONCRETE SLAB TYPICAL WOOD DECK 1. ALL WALL FRAMING 16" 0. C. SCALE: 1/8" = V-0" (EXCEPTION: 24" O. C. FOR WOOD STORAGE ROOM) 2. PIER POST CAN BE BOLTED TO SLAB OR CONTINUOUS O ° ° - FOOTER OR HAVE ISOLATED ° CONCRETE FOOTER EACH PIER (SEE DETAIL) - - - 3. CENTER STRINGER REQUIRED IF DEPTH OF DECK EXCEEDS 4 0'-0" 4. HURRICANE ANCHOR EACH JOIST TO CENTER STRINGER 5. DECKS OVER 30" IN HEIGHT ABOVE GRADE HAVE A GUARD RAIL SYSTEM (SEE SECTION 6) LEDGER SUPPORT DETAIL SCALE: 1/4" = V-0" CENTER LEDGER PIER KNEE BRACE REQUIRED FOR HEIGHT OVER 4'-0" 2 x 6 JOIST HANGER EACH END BRIDGING @ 48" 0. C. 4" x 4" PRESSURE TREATED PINE OR3"x3"x0.090" ALUMINUM 3/8" x 5" BOLT LEDGER SUPPORT Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (W4) 767-4774 FAX (W4) 767.6M SEAL PAGE _ © COPYRIGHT 1999 96 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. I STRUCTURES WITH WOOD & ALUMINUM FRAMING COMPONENTS SECTIoK E. P. S. WALL PANEL 314" PLYWOOD DECK (OPT.) 5/4" x 6" OR 2 x 6 DECK 1-1/2"x 3"x 0.060" RECEIVING CHANNEL. #•10 x 1/2" S.M.S. @ 6" O.C. MIN. BOTH SIDES 2" x 6" OR 2" x 8" LAG SCREW SEE TABLE @ 16" O.C. ALTERNATE DOUBLE STRINGER FOR CANTILEVER OVER 3' FROM MAIN STRINGER COMPOSITE PANEL WALL TO WOOD DECK ALUMINUM POST SEE TABLE SCALE: 1/4" = 1 ^ 3/4" PLYWOOD DECK EXTRUDED ALUMINUM BASE CORROSION RESISTANT THRU-BOLT PER SCHEDULE U-CLIP 2" x 6" OR 2" x 8" LAG SCREW SEE TABLE @ 16" O.C. 4* ALTERNATE DOUBLE STRINGER FOR CANTILEVER OVER 3' FROM MAIN STRINGER TUBE COLUMN=ggS'EzSCHEMATIC INTERNAL BASE SC 3/4" PLYWOOD DECK `JL'KEWS SE. 1" x 2" CHANNEL LAGS CREWS SEE TABLE 1 MINIMUM 1/2" LAP 2"x6"OR2"x8" @ 16" O.C. ALTERNATE DOUBLE STRNGER v FO-,R CANTILEVER OVER 3' - 'FROM MAIN STRINGER --SPACE?✓1%4" = 1" r Lawrence E. Bennett, P.E. CIWL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4366, SOUTH DAYTONA- FL 32121 TELEPHONE (904) 767.4774. FAX (904) 767-6556 SEAL NOT TO BE REPRODUCED IN WHOLE OR IN.P i' ART W iNOUT THE WRITTEN LAIYRENCE PERMISSION OF PAGE_ . E. BENNETT, P.E. 99 SECTION.4 STRUCTURES WITH WOOD & ALUM INUM;F:RAMING COMPONENTS FRAME AND ALUMINUM, WOOD OR ALUMINUM FRAME SCREEN, VINYL OR GLASS HOST STRUCTURE WALL 5/8" PLYWOOD DECKING FACE GRAIN PERPENDICULAR TO . � I JOIST V Th, ,CENTER LEDGER PIER FS+. KNEE BRACE -REQUIRED FOR FOR LUMBER COLUMNS HEIGHT OVER 4'-0" ANCHOR W/ GALVANIZED 2 x 6 JOIST HANGER EACH POST END 3-1/2" CONCRETE SLAB TYPI' �ALIVOOD DECK BRIDGING @ 48" O. C. 1. ALL WALL FRAMING 16"'0. C. S E: 1/8" = 1'-0" (EXCEPTION: 24" O. C. FOR WOOD STORAGE ROOM) 2. PIER POST CAN BE BOLTED o 0 TO SLAB OR CONTINUOUS o o FOOTER OR HAVE ISOLATED ° 4" x 4" PRESSURE TREATED CONCRETE FOOTER EACH PINE OR 3" x 3" x 0.090" PIER (SEE DETAIL) _ _ ALUMINUM 3. CENTER STRINGER REQUIRED At IF DEPTH OF DECK EXCEEDS �= 3/8" x 5" BOLT a W-0" 4. HURRICANE ANCHOR EACH JOIST TO CENTER STRINGER 5. DECKS OVER 30" IN HEIGHT ABOVE GRADE HAVE A GUARD LEDGER SUPPORT RAIL SYSTEM (SEE SECT ION 6) LEDGER SUPPORT D ,- IL SCALE: 1/4" = V-0" Lawrence,, . Bennett, P.E. CIVIL ENGINEEIV DEVELOPMENT CONSULTANT P.O. BOX 4308, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 - SEAL PAGE © COPYRIGHT 1999 96 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. SCREEN, VINYL & GLASS ROOMS SECTION 3 COMPOSITE ROOF PANELS: RISER PANELS: (3) #8 x 1/2" (4) 1/4" x 4" LAG BOLTS W/ S.M.S. PER 12" PANEL 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES (WALK-ON) , I f v I \ HEADER ATTACHED TO PC 2" x 2" OR 2" x 3"++HOLLOW W/ MIN. (2) #10 x 1-1/2" S.M', 1 A IN SCREW BOSSES CHAIR RAIL AND KICK PLATE 2" xx 2", 2" x 3" OR 3" x 2" " 2" x 2" HOLLOW RAIL HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS CHAIR RAIL ATTACHED TO POST WITH MIN. (2) #10 x 1-1/2" S.M.S. IN SCREW POST ATTACHED TO BOTTOM BOSSES W/ MIN. (2) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 1" x 2" OPEN BACK BOTTOM EXISTING SLAB MAY BE USED RAIL IF IT IS IN `GOOD CONDITION AND IT IS APPROVED BY THE . BY THE BUILDING OFFICIAL (1) HILTI 1/2" x 3-1/2" KBII- ' < •4. BOLTS APPROVED FOR 665# 4 UKIFT W/ STD. PLATED CUT STEEL WASHER (1) 3/8 BOLT FOR 3" POST (2) 3/8" BOLTS FOR 3" x 4" POST -TYPICAL UPRIGHT_ DETAIL SCALE: 1/4" = 1" 1/4" x 2-1/4" MASONRY ANCHOR @ 6-.FROM EACH POST AND. 24" O.C. (MAX.) Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 8 C 48" FOAM - 1.0# DENSITY E.P.S. ALUMINUM 3105 H-14 OR H-25 ALLOY PATENT # 4,769,963 AND 5,086,599 SNAP - N - LOCK PANEL @ SCALE: 1/4" = 1" Structall .Building Systems Inc. Snap & Lock ®Composite Roof Panels Allowable Spans for Composite Roof Panels @ Various Loads Manufacturers Proprietary Products: Lam' 4" x 48" x 0.019" Panels Op en Buildings Enclosed Buildings Wind, Re ion Applied Load Overhan Condition Wind Re ion Applied Load Condition NONE 1'-0" 2'-0'- 3'-0" NO'-0" T-O" 3'-0" 102 M.P.H. 17 16-11" 16'-1" 16'-6" 17'-1" 102 M.P.H. 29 12'-2'-5"2'13'-8"110 M.P.H. 20 14'-9" 14'-10" 15'-3" 15'-11" 110 M.P.H. 35 1V-1'-4" tOverhan 11'-10" 12'-8"120 M.P.H. 23 13'-9" IT-11" 14'-4" 14'-11" 120 M.P.H. 41 10'-0'-6" 11'-0" 11'-11"125 M.P.H. 28 12--11" 13'-1" 13'_6" 14'_3„ 125 M.P.H. 45 9'-10'-0" 10'-7"140 M.P.H. 32 11'-8" 11'-10" 12' 4" 13'-1" 140 M.P.H. 56 8'-1'-0" 9'-8" 4" x 48" x 0.024" Panels Op en Buildings Enclosed Buildings Wind Region Applied Load Overhang Condition Wind Region Applied Load Overhang Condition NONE 1'-0" 2'-0" 3'4" NONE 1'-0" , T-O" 3'-0" 102 M.P.H. 17 17'-11" 18'-0" 18'-4" 18'-11" 102 M.P.H. 29 13'4" IT-10" 14'-4" 14'-11". 110 M.P.H. 20 16'-6" 16'-8" 17'-0" 17'-7" 110 M.P.H. 35 12'-6" 12'4" 1 13'-1" 13'-10" 120 M.P.H. 23 15'-5" 15'-7" 15'-11" 16'-6" C120•M.P:H s ----41-- 11'-T-2 13:-0'' 125 M.P.H. 26 14'-6" 14'-8" 16-0" 15'-8" 125 M.P.H. 45 11'-0" 11'-Z' 11'-9" 12'-7" 140 M.P.H. 32 1TA" 13'-3" 13'-8" 14'-5" 140 M.P.H. 56 9'-11" 1U-1" 10'-8" 11'-7" 4" x 48" x 0.030" Panels Op en Buildings Enclosed Buildings Wind Region Applied Load erhang Condition Wind Region Applied Load • erhang Condition NONE I 1'-0" 2%0" 3'-0" NONE 1'-0" 2%0" 3'-0" 102 M.P.H. 17 20'-8" 20'-9" 21'-1" 21'-6" 102 M.P.H. 29 15'-10" 15-11" 16'-4" 16--11" 110 M.P.H. 20 19'-1" 19'-2" 19'-6" 19'-11" 110 M.P.H. 35 14'-5" 14'-6" 14-11" 15'-T 120 WPM. 23 IT-9" IT-11" 18'-3" 18'-9" 120 M.P.H. 41 13'-4" 13'-5" 13'-11" 177" 125 M.P.H. 25 16'-8" 16'-10" IT-2" IT-9" 125 M.P.H. 45 12'-8" IT-10" 13'-4" 14'-1" 140 M.P.H. 32 15'-1" 1 15'-2" 15'-7" 164" 140 M.P.H. 56 11'-5" 11'-7" 12'-1" 12'-10" Note: Total roof panel width = room width plus wall width plus overhang. �TRUCTALL• Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 360 BURBANK, OLDSMAR, FL 34677-4906 TELEPHONE (904) 767-4774 LOCAL (813) 855-2627 FAX (904) 767-6556 NATIONWIDE 1 800-969-3706 F� C (8�3` 8 ,4-?.802 L ,, _. .�.. LGE ' © COP'YRIGHT 1999 H F' NOT TO'BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 1 95 SECTION 8 ALUMINUM FRAMING COMPONENTS A = 0.24 in .2 A = 0.50 in.' 1.00" WT = 0.28' p.l.f. 1.98" �` WT = 0.57 p.l.f. I i Ix=0.14in.` I I Ix=0.28in.°3 Sx = 0.18 in. Sx = 0.37 m. 0.044" q 6063 - T6 CO 0.055" �- a? 6063 - T6 1" x 2" x 0.044" OPEN BACK SECTION 2" x 2" x 0.055" PATIO SECTION SCALE: 1/4" = 1" SCALE: 1/4" = 1" 1.98"1 A=0.32in.2 1.98"1 A=0.64in2 WT = 0.37 p.l.f. WT = 0.74 p.l.f. Ix = 0.18 in. ° Ix = 0.75 in.' 00 0.032" + q Sx = 0.24 in 3 0:055" + c Sx = 0.70 in 3 0 6063 - T6 6063 - T6 2" x 2" x 0.032" PATIO SECTION 2" x 3" x 0.050" PATIO SECTION SC�1" SCALE: 1/4" = 1"ALE1/4 1.98"I A=0.36in' 2 A=0.75in2 WT = 0.41 p.l.f. WT = 0.86 p.l.f. co Ix = 0.19 in .4 + c Ix = 1.53 in.4 0.036" 'i- °' Sx = 0.26 in' 0.055" q Sx =1.07 in' ' 6063 - T6 6063 - T6 2" x 2" x 0.036" PATIO SECTION 2" x 4" x 0:050" PATIO SECTION SCALE: 1/4" 1" SCALE: 1/4" =1" _...... 2.60" . 1.98". A=0.42in2 A=0.61 in .2 WT = 0.49 p.l.f. a WT = 0.69 p-I.f. " Ix = 0.23 in." + c Ix = 0.77 in.' 0.044" + °�' Sx = 0.31 in.' 0.044" �' Sx = 0.69 in.' 6063 - T6 6063 - T6 �k 2" x 2" x 0.044" PATIO SECTION ',1- 2" x 3" x 0.045" PATIO SECTION SCALE: 1/4" = 1" SCALE: 1/4" =1" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT ` P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL. - L r, 'PAGE © CCYRIGHT 1999 196 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E: SENNETT, P.E. SECTION 9 • . C FASTENERS • Allowable Loads On"Screws And Bolts (As Recommended By Manufacturers) Self -Tapping and Machine Screws Allowable Loads Tensile Strength 55,000 psi; Shear 24,000 psi Metal to Metal Screw Diameter Shear (Ibs.) Double Shear • Pull Out lbs. lbs. 334 668 167 1/2" 4 ply 1 5/8" 4 ply 1 3/4" 4 ply Pull Out, Pull Out Pull Out . Screw Diameter Shear (Ibs.) Ilk- , Shear (Ibs.) r,,,� Shear (Ibs.) „h. I Wood Lag Screw Loads llatinn Snutham Pina S_G__ 0.55 or Enuivalent 1-1/2" Thickness Screw Diameter Shear (Ibs.) Double Shear Withdrawal 5 721A�..�.-_ ---35 ~ 624 8 240 480 712 Concrete Screws And Bolts In Concrete, Brick or C.M.U. /Emhedment Must Re a Minimum of 1-1/2" Thickness With 1-1/4" From Edael 2,000# Concrete 3,000# Concrete Screw Diameter Tension (Ibs. Shear Tension (Ibs.) Shear 4 75 319 825 352 5 175 818 1,184 898 OW-6- ,fl-- -- 11_.1,44 — 77-1.443-? - =1 776 1;$03 , Aluminum Rivets with Aluminum Mandrel" Screw Diameter Tension (Ibs. Shear 129 176 5 187 263 31151, 262 37 Aluminum Rivets.with Aluminum Mandrel Screw Diameter Tension (Ibs. Shear 210 32 5 340 1 490 3 445 1 720 a Screw goes through two sides of members. • " All barrel lengths; Celus Industrial Quality. Use manufacturers grip range to match total wall thickness of connection. Use chart. To Select screw U.S. rivet substitution of anchor specifications in drawings. t: Lawrence E. Bennett, P.E. e CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL r a -PA1=iE . i ., -' .. tia .*cur_ a.. C'JPYF3iGHT ib99 204 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. FASTENERS SECTION 9 ' IIEMBM FASTENERS FOR ENCLOSED BUILDINGS / LOADS / ROOF AREAS Maximum Allowable - Load and Attributable Roof Area 120 MPH Wind Zone (41#/Sq. Ft.) (For Wind Recions other than 120 MPH. Use Conversion Table 'at Bottom of this page) CONNECTING TO: WOOD for ENCLOSED Buildings Fastener Diameter Length of Embedment Number of Fasteners 1 2 3 4 1/4"o 1" 264# - 6 SF 528# - 13 SF 792# - 19 SF 1056# - 26 SF 1/4"o 1-1/2" 396# - 10 SF 792# - 19 SF 1188# - 29 SF 1584# - 39 SF 1/4"o 2-1/2" 660# - 16 SF 1320# - 32 SF 1980# - 48 SF 2640# - 64 SF 5/16"o 1" 312# - 8 SF 624# - 15 SF 936# - 23 SF 1248# - 30 SF 5/16"e 1-1/2" 468# - 11 SF 936# - 23 SF 1,404# - 34 SF 1872# - 46 SF 5/16"o 2-1/2" 780# - 19 SF 1560# - 38SF 2340# - 57 SF 3120# - 76 SF 3/8"o V 356# - 9 SF 712# - 17 SF 1068# - 26 SF 1424# - 35 SF 3/8"o 1-1/2" 534# = 13 SF 1068# - 26 SF 1602# - 39 SF 2136# - 52 SF 3/8"o 2-1/2" 890# - 22 SF 1780# - 43 SF 2670# - 65 SF 3560# - 87 SF CONNECTING TO: CONCRETE [Min. 2,500 psi] for ENCLOSED Buildings. Fastener Diameter Length of Embedment Number of Fasteners 1 2 3 4. TYPE OF FASTENER = Concrete Screw (Rawl Tapper or Equivalent) 3/16"o 1-1/4" 343# - 8 SF 686# - 17 SF 1029# - 25 SF 1372# - 33 SF 1/4"o 1-1/4" 512# - 12 SF 1024# - 25 SF 1536# - 37 SF 2048# - 50 SF TYPE OF FASTENER ='Quick Set' Concrete Screw (Rawl Zamac Nailin or Equivalent). 1/4"0 1 1%" I 227# - 6 SF 454# - .11 SF . 681# - 17 SF 908# - 22 SF TYPE OF FASTENER = Expansion Bolts (Rawl -Bolt or Equivalent) 1/4"o Z.I 568# - 14 SF I 1136# - 28 SF 1704# - 42 SF 2272# - 55. SF - 3/8" o 2-1/4" 1 1441#- 35 SF I 2882#--70 SF•- 4323#- 105 SF 1 5764#- 141 SF 1/2"o 3" 1985# - 48 SF I ;,3970# - 97 SF 5955# - 145 SF 7940# - 194 SF CONNECTING: POSTS to BEAMS using BOLTS for ENCLOSED Buildings Fastener Diameter 'Number of Fasteners 1 2 3 #-SF #--SF #-SF 1/4"o 1468 - 36 2936 - 72 4404 -107 3/8"o 3710 - 90 7420 - 181 11130 - 271. 1/2"o 6596 -161 13192 - 322 19788 - 483 ' Length of Bolt to be Size of Post +'Y2" (Typical) WIND LOAD CONVERSION TABLE: For Wind Zones/Regions other than 120 MPH (Tables Shown), multiply allowable loads and roof areas by the conversion factor. VIND REGION CONVERSION FACTOR 102 1.41 Q 110 1.17 120 1.00 125 0.91 140 0.73 Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767.6556 ENOT R;GHT 1999 BE REPRODUCED IN WHOLE OR IN PART WITHOUT'THE WNTTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 203 Installation Guide Ar Vinyl Siding and ,accessories Required Tools I Hammer r Tin Snips • Tape measiue a square • Chalk Line r Pavel • Utihtp knifa • Haclvacv or circular sate (See "Cutting Tips') Special Tools • Neal alot punch to punch elongated nalling holes on the cut edge of siding pangla. • Snap lock punch to punch tabs into a sidi ig Pell alrir g the cut edge for the finishing course at tlic Intl or it wall or undcrncaOn a window, + Zip t001 to unlock installed nidirlgpanels fir they must be remnvedl from the wall. Surface Preparation • Nail donor all loose boards, • Rcunwc shuuP,rs, clown Spm,ts, (ixtUn�a, moldings and nnytling els0 on the bCase., • Scrape' off kill lroo, sunk amend donne mid windows. SiO uru is IV applyb)g Raw rlulk arowul donrs and wlndores. . All aidowatln shnnld be lase! and punch. You can even cut imparfPar; walls with weal rurring strips sled shims. • Before applying siding, make suit tbA substrare is watertight. • lwwdl Uwcns 0o7ning t/anl'old 6&1 foam undnrlavment to crc:te o 010o0i noiling StirrV6 211d inernl^k. the. Walla l2-h IIUe. Special Nailing Inllli trut ons • se only corrosion -resistant nails long kni ogh t) idlun• Clio 114' pcnctTalinit into a uilid, mailable.. iurrace. • Nail heads should by 5116' miniroum in diameter. + Shanks pnould be 1/8' minimum in diameter. + Orive nails straight, not at an argue, • Nails should be centered in the nail slots ,End driven It Rely enough to ullowlateral movement or the paileh,'fhhs ahnwR for expansion and contraction sit your siding will]'& hnirkle. lbu should be able to numo carp ftlrrrnl rxick oaid,lbr@t whim aoffiwj is nyinjilrlod. Cutting Tips + Yon tin cur siding with till snips, or score it with a utility !mire and snap off the excess piece. • Jryou use a power saw to cut siding panels, uyc a finn•td,ulh blade in reversed position and cut slowly, Horizontal Sidinal Installation 1. lEstabllabing a Chalk Line. fmternune lice lowest corner of the house ahuve I.lte roumlatinn, partially drive a nall V abode This lowest point, Using lids nail us a starting lwint, anal, a love! Chudk line from this nail to anoTher will at the next comer. Repast this T I roeuditrit around ale &AO& 2. installing the Starter a,.w a:_ Stslp Fallowing the nailing imirucliuns, nail Lite '•Ivlc strips snugly along the ela lk line A around tile. house, leovirut led' between starter Strips, and 4 1/4' hrtweeil starter strips and inside fund outside. corners. When using Owens Corning h`dul'uld rigid foam underhiyrncm. no Other unde.rley'ment, fur out llte starter scrip so it is flush with the undprlavment surface. (2) d. lnetulling Alt Corapr Posts I`Iar:a twlminedlteof p-NmI 1/4' brknr Eke hntlnni of the darter :;tripe. (:ureter f)WLS should rollstraight and true: up the will rn the city[!!;. NCIl to the ntjjniriing walls. (3) This is ucrcw:ary when the comer pnsl. does not reuuh the dnnirP.d height. Working tin the bottom f 1•� ew• edge 0f lllp. upper past, cut 1' fir tile. nailing flanges awAy. Lap the top you Over the ticttmn post 3/4" to allow for expansion and rnnrraction. (4) 4- ldSmIling J t:haanch Install J chsrmcls to the , �„�ind•,••, sides and top of wlriduw,; and doors. NO .1 channel w"'d- flush to %1,0.rides and trip - f Lit doors and window r as ulwil9s, fu8uwing nailing • bLiR1e1101?3O •r.n Forming Cornets oiJ ChAlUICIS InsWl sides of nindowa and doors firs, then the top and bottom. Install +.0 —1 tap J channel so (hat. it exEends beyond Ole going a disnancn equal to the ndth of (hie side. J Channels. Make two CUI.s,tl [lit! base or the I'ap J chailnel --mi bend u1c base dtow�u Tlus beat horrion will slide over the Bide J channels End inake a wator (train. (8,6) I 1 SYSTEM THINKING • Afrijeas tits Differ nllce`" OWENS CORNING WORLD HEADQUARTERS ONE OWENS CORNING PARKWAY TOLEDO, OHIO 43659 Pub. No, 15-V$-73243 Primed in 11,S,A„ 000OMber 1928 Copyright 01498 ovens Cominn. systcmNAkintil"' and., Systam'rhinking Makes The OF ricer^& are trademafks of - Owens Coming. d. rasta111nit Fiol Si1111g Panel ' Install aiding panels worKing A'om the bask of the house to the front, 5nul• thi; buttnrn of the first panel into the starter strip and follow nailing iitatruOEiuos. Ao Burn to nall In the center of the alot and avoid ircrtiral tension oil the panels. Leave 1/4' space where panel tnuett. mtoet nnsf ne accessories to allow for cxpaniinn and rouraction. (7) if yoti are in71alling Headed siding panels, use the fact ury-nowherl ends for the outside lops. The cut end of the siding should bo need In,l channels, corner posts and oilier oeccseory Ovionela. G. overlapping the Siding Panets Each panel should uvvrlap tile. preAwn panel 1' or ba1P the nicith of tho ractury netten to show for movement in the aiding, At -if , Jnp the raotory end over any end you have to cut. Lop all joints away from doors. (9) installing the Rest of the Siding Panels After cuniplututg the first row of aiding, conthige with second row, 8tsrrl»g each row at the bark of the hOUR ntid WO"ItIng Iovratd the. front. Stagger the lengths of slding oa you work vote way up so that the pnlnt from the lower panel does rat line pp nor Is It near the joint I)[ the+. panel ahovp 8) 1, Siding Under wlarlowS Dittiug Riding panels I under windows uJ aushy U requires cutting o Pool. Measure spaoe under the Window by holding it ' ploop nr ti1CI1ng Yoder it. Mcasare anti mark with 0 pen Cil on the siding. Your Mark sholild equal tile width of the openinA ' under the window. Lock a piece; of scrap aiding into Lite pimel below apt hold il. hesitfP. the, window. hkoaure and murk the vertical spaoe tin tau+ p:ulPl, leaving 1/4'spoce below the windowsill. Repeal: prnoodurll to nnemaia other side of the wunduw, (10) Cutting Biding to Fit Under Windowu 1 Laing yonr measurements, mark the sccilon of siding to be removed. flake vertiml cuts in the top of the siding. (Jae a utlllty knire. to scare the horizontal cut betwca] Yukio two vertical coca and pap the place out. (11) lnstralling SAIng Under windows Install lirllity trim the hvidth of talc window, push Id) the casing. You Inay peen flnring Strips to ntuuuabe proper pitch or the siding. 0%tn6 The snap -loch punch, punch Cite liane'd 114' helnw the cut edge at W intervals. The resultinu, raised tabs should faco auNlvrdl and will xn;gl enuggly into utility trim (1E) S. Riding Above Windows Use Ehe same measurfn8 procedure to fit sidinli above windows, Cut from the bottom of (lip si,ling mod drop in o I.hu J OD1111 t repave the wilitlow, (13) 9. Finishing7. Itowor u.>.ritnvnm SidingYlnderBaves a Fininli the top raw of panclr. in I.hc s;arne wdtp you fic panels under NintlOWS. Measure and murk ynoc vertical cut area, %lien rt:ure, with utility knife (lie lind:,witol our. Snop excess piece out r,n`'dlien slip into.1 chilunul, Ir imeeaRary, use herring olrW6 to m; )tain the proper pitch of tile. sitting (ld) iReaauriug the Space Under Eaves Measure distance from top inside slot of utility Erie to lock of panel hPlow and deduct 1141, Out; top of onel to this; Installing Siding 00" t Under L'nvps Since the eat will rnmuve the nalling strip 0r the.slding, Ilse a a+watw. Ramplock punch to punch tnbs Into the siding 114' own 1.1 below die top edge at 8' intervals with the raised raba racing out. Lock t11C11111Lnee or the siding tit lilt, panel below and slide punched lab edge into udEtT trim, (10) Ill Siding Under a Oable ' hlsrall ,l chnllnel flush apfdnslthe gahli.. lifessare the Oldie of thr• gable by cakinp, one scroll lMnul and tnrnrlocking it Midi talc panel belaw so that an uppor imrner touches the J channe running up the gable. Tlike. a second scrap panel, lock it Into the J charurpl and hold over the, rirlT. parcel. Mirk a liar, clang the angle where the punP1R r)vr,.rlap. This will be the vitmrn for Cutting the end fir the. siding to be itirmithW ,coder one side fir rile gable. Aw. feasure ngoin for O 1 'ill' correct luny a vt W other sidle. or flu; gainde by follwvine the suer. procedure. Install siding panels With thr,. n1kd ,1:nl, to tine anale of the gnble. (17) Vinyl Soffit Installation Eatabllsh a Leval Line Establish a level line front Ole point of the old faxnia inward Lan point. on I lip.. siding. Mark a ettalk line. 7/8' above diets pulnt (18) E. Overhangs I r Elie wive leas an almll overhang with open. rafters, it is necessary to if use an r channal along the siding on the rhaik --'"- M►s line, 1 Or tumb nccl solar. mud fascia applications. r.,a. F channels may be substituted, nailing it to the edge of the old rosfrin. 8, Enclonod 4verllmag,t If the Pave has all enclosed overhangInnailoribi J illi mel along the bottom edge of the fascia arfd anutha 112' ,1 Channel, along die inside edge of the overhang where a it meets siding. Posluon nailing flange on the chalk line. (19) 4. Nader Strips An intermedlate nailer strip is necessary if thr: overhang is more than 18'. Nail the nailer strip parallel to the wall and halfway hptween the wall and fascia board. This will provide addled support for the soffit panels. (E 1) 5. llleaaare find Cut After the channels are r /' metalled etwmeseeff the / distanyu hutwccn the inside slots of pie r'' and J uhannels and deduct 1 /4t. (,lit safGt panels to this length. 6, Installing Soffit Insmll soffit by flexing or sliding it into chouculls. r -- 's• Nail into thit cantor. slor of cuuh panel before lucking the next panel. (Do not nail Eight. Scc Spocind Nailing lutntetlons.) Continue to install by locking Cliff %hell nailing adidltlonol panels, (E0) 7. Closing Soffit End Close cold of soffit by using J ellafurel. Nail ,1 channel into The end of the ovaliong, which will position it to rPrpivP. both soffit panels and channels, 8, Perforated/Non-PCrforAtcd Pwieis f erfaratcd and nun -perforated panels may be used as needed for vented or non-ventr4 - yarues. Aluminum Fascia Installation 1. Always Nall Underside of FmdA Nail undcc;ido fir fascia as $leawn, 'y• Never face bait fascia.° Kee nails li,1Pd up )= soffit V- gromes for best appeomnce. Nail every 24 , but do slot null too tight, Many tilltex it is necessary t) liar a trim Meet hent tie, a aorlablu brake to the special fascia shapea. Nail the' sirtygid I'a. O the mamn way. Nails should penetrate a minimum of 314' into nailing surface.(22) ?. Outside CornerFasela `fend a 1' flange on the first fasela piece, Wl' around the comer. Cut overlapping fascia ru a 45' angle. Nail with white aluminum softltnods. (58) trse. the.. same /I tertlnique ellat'nas � used for the outside corner fascia, but bend in the opposite direction to form an insitle.. corner shape. • Never rue nail fascia. (lace na ling can resuir. in a wavy fir 1"Ickled uppearaner' thiriq therreal expansion end iruttrwtimi totda. Aj%vA" use a drip edge, gutter, or elf-parpeese trine to receive cut 1 top edge of fascia. This provides a neat appsamnice and protects the. suerrats Material from plOitlUn'. Importan! Information on Fire Safety from the Vinyl Siding Institute Einerior vinyl builaig materials require little maintenance fur many years. Nevertheless, militnon time dictates that builders will supplis iv of vinyl products store, bandlP. and install vnrp'1 materials in a mafalef that avoids darltage to Elie prodncr and/or struclurt. Owners olyd Installers should ulke a row simple steps to protect vinyl bidlding matoriuls front fir(!. Note to home and bonding owners: Rigid vittyl siding is made from argnnic matrrdls and will melt or uurn when exposed to a Sngnilicmd iretiece of !lame or heat. Builduig owners, occupants and uutoitie maintenance personnel should alty;;vri take Donna) prevautions to keep source of fine raalt:n barbecues, and combustible mdirrinll; welt as dry leaves, trash end mulch away from vilryl siding. Note to the building tradee, specifiers, professionals and do-it-younalf Inetorra: whr.9 ditiid vinyl siding is exposed to sigoLroi n Ilru fir name, Lill! vinyl M111 soften, ear, melt or bum, and may expose material underneath. Care must Ito vxurt1srrl prior to IneEalladon when seteedng urdlerisyrnorn. invul.riats because many underlayment materialu pre madp rruot organic materials. All hnikling mairriah should lye hEswlled in aeeordanee with local, sole and frdleral building nodes and fire regulations. - - - - - - - - - - -THESE AND Af t-PROFOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WIT H ALL APPL,ICA.SLE CODES. �11.01iCuCLuJUIL k-ju>ue Vinyl Siding and Accessories w+ Ar gquirea Tools r p ammer r 7Yn snips r Tape measure it Square ' Chalk brie • Level • Utihq- knife • Hacksaw or circular sate (See Cutting Tips") Sp®Cial Totals • Naif slot punch to punch elongated nailing holes on the ME edge of siding panels. • Snap loch punch to punch tabs into a siding pllnol slang the cut edge for the finishina coltrae aL tho Enp of a,vall or undvi-ncatl a window, • ZIP ta'alinunloOkinsralledsiilingPUNS Lrthey must be remnved from the wall. Surface Preparation NO down all loose hoards, • Renievu'IMI rn:, (Ipvrn Spouts, nxtonls, moldings and ;wyrilin$ Flse en the bause. Strnlw on;d! Io"; r1uU: aroun(1 dr+nrs veil windows. Sr�4 e-m-ks Iry applya)g nevi cltilk around toms and tvindows. • All sidnwalk 3hndld be. 1P1.eJ and plumb. You can even out ilnperfevi walls with wood furring strips and shims. ' Before applydng siding, make $urf the subsrmre .is watertight. • Irwtyl Uwens Catning eml'Old 7 gkl foam undnrlavrnent to crate a knooth 110jing (iurraer: altd inemw*.. the Walks R-valua. Special Nailing Inetruttiuns Use only corrosion -resistant nails lung cnuugh to ;dlon• For 1'F' i>cnetnl.inn into axulid, nailahlr. surface. • hail heads should nr 511 g• minimum in diameter. • Shanl!g should be 118' minlmum in diameter. I drive Allis straight, not m an angle, • Nells should be centered in the nail slots and rlrivro lunaely enough to allow lateral muvcmcnC of the- pm ic-i This allowA for expansion and contraction )your siding won't Ivlckle. Ibu should bp abIr to m<vc Baru Instal IHutk ri.vtd,Jindt [then rloflinrf it nr+njibned. Cutting Tips • Will can cur siding with an snips, or score it with a t,Ciliry ,:Hire and snap off the excess piece. • )ryou use A pourer saw to cut siding panels, use a ritlr..l.unth blade In reversed position and cut slowly, Horizontal Siding installation 1. Esrabllshtng a Chalk Line. Determine the lowest corner of the [louse above utr. rnunrlatiml, if-Mally drive a riA l• above this lowest point, Using (leis nail us a s(an.ing lvlint, snap a 4 rp 1-f•I 41WI: line front this 1. ° fN, �+. e• e« r nail to another nail at the nor( Confer. Repeat OvL prnacdlim around the ' 2.lnstaDbal;the Startcr SIa•tp Following the uailiq irlstructiuns, nail the. nulrkcr strips snpgw along the chalk Brie all around tile. )louse, leovinit LT between starter strips, and 4 114' behvvten starter strips and inside and outside corners. When using Owens Corning! Vunl'uld rigid foam undcriuyment or other underlalment, for out Life startur snip so dI is flush With the mulrrlaynletn surface. (2) i. Ineti ling Ail Nropr Posts Place bottom edge of In; 11r4' Irel(B+' the f hntloill or tile.. 4rarter r strips. (:(ruler posts 1 f s11on111 rap straight slid Y true up tile. %all to the eaves. Nail to the. luteligdog walls. (3) Emi r lus Is necer nary when the curi(rr past (lOes not MOO the desired height. WOrkilig on the holrom cdgir of the. upper Rost. cut P air ore nalling flanges anliy. Lap trle top list over the Iloilo"' post 314' to allow for expansion and rnntraction. (4) d_ LiaralUng a "haunch lasroll J charmcls to the. sides and top of wdmdawt. and door:, N0.1 elianivi flush to the:ddey and top of dt+orrt,nd windily casings, rulluvving railing hMnn;11003, Forming Cvraets err Channels Install sides of %•indow anti doors firs, then file top and bottom. Install top J channel se thatit exte1196 t eyond the f,z*Ing ;1 disl:nlce egos) to the width or (Ire sided channels. stoke too curs in Ow base Of die rip J chniuu9 and bend Elie base dowel, T7lc bunt portion v111 slide over the $ide J channels rnd mnku a crater (train. (6,6) I j SYSTEM THINKING • Afa?ccs the Difrel•dnce'" OWENS CORNING WORLD HEADQUARTERS ONE OW15NS CORNING PARKWAY TOLEDO, OHIO 43659 f Pub. No, 154$ 23243 Printed in y SA„ December 10ue E Copyright 01999 Owens Cimino. Systcm Thinkinor•' and., II 5ratemThinking Niskes The D;f' nceTMt are trademarks of Owens Coming. b. Iaetalling picot 9ldlng Pastel instep aiding IXAr L- vvorklpg NOTO the back of the house to the front, 5nu{, th(; buttorn of the (lest panel into the starter strip and follow nailing instruotiops. Be sure to nail In the center of the slot and avoid verlical tension Olt the panels. Leave L4' space wbcn tamel meets eotnet post fir accessories to allow for cxnarisioit and rnrltmt:tion. (7) If you are rh9ralling beaded stcllng panels, use the lnolury.notchcr.l end In J chaa nels comer poecut and otl other ouces otrshould q(i oneia. 6, overtallprnp the Siding Panels Esch panel should uverlop the prrvlops panel 1• or half the width of the focLurynotch to allow for movement in the aiding. Alvvq^i lop the ralgory end ovler any end you have to cut, Lap all joints Away from floors. (8) lnstelltng the,lest of the Biding Panels 'r 4•0 fm Aftcr contplutuig the. Gist row of siding, cuntinVe ' with second rAw, starting each row at the, back of Use h+)lige Intl INorkmiz • rwrerr towru(I the front. Stagger p r the lengths otsi(ling as you work your way up So that the point. from the Inner panes ears not hint in, rm.r.r up nee Is Ir. near life slut 4r thn fdriel above. (0) I. Siding Under Windows p•Il:l.big siding psntli J under wlndOWS usuRlly requires cutting a pnnal. -- Measure space under the window by holding;) v picric firsitling under it. Moavllp' anti mark with ; a pencil on the siding. Ynlir murk should equal lhr. width of the opening 1 1 Cinder the vindow, Lock n piece of scrap siding into Cho panel below and hold )I. I1e311 le the window. bleaaure And mark Cho vertirul spitee tin I.tua 01101, i(:aving 1/4' spoce below the witldoa;sill. lb'Peat prooerllnf In measure other side of the window, (10) Cutling Riding to Fit Under Windows l lsing your R10astirements, mark the sccidun air aifiing to be removed. Make vertical cuts in he Cup of the siding. Use a utilty knife to score the horizontal cut bawcen your two vertical cats and pop die place Out. (11) Itlera111ng 61019 Under Wlndowa Install utlhty trim the vidth of the window, push to the c(uring. Yuu Inily pee(1 furring Strips to lnuhiLmbt proper pitch or the Ailing. I.islng rhp. snap -loch punch, punch tilt penal 114, below tale ant edge at ft• intervals. The resulting raised nibs should fauc. outtturd art(] will snap anug l9 111tu utility trim. +„ ~+� S. Riding Above Windows Boom Use the saline measuring procedure m.flcsiding . above windows. Cut from Cho bottom ur (fie siding and drop into I.liu.I chonnolabove Me 9. 1711113bing7bplt.jwor u.uwanrrs°n Siding Under Eaves w' , 1'itikit the top rote of panda do ill(; same way you flu panels under tvindowe. Measure mid nwrk ynuc vertical cut area, Olen score with utility kndfc the hari7mll-01 Out. Snap excess piece out and then slip into J clmnnol, jr Imgersary, use furring 91,46 Lu maintain the properpitch of the. siding, (14) McBanring the Space Undtir efri cs Measure distance from (op inside slot of @11ty ' °"Qi•9'r^^ slim to lock of panel 1./4•, Installing Siding W1 M4 Under lames e+K Sinrm (fie Out will remove the nailing strip ° of Cbe. sitting, use if snaplock punch to punch taus Into the siding 114' below Ovc top rdgc at,. Intervals With Ihn (at3ed rhos (acing out. Lock the hunhvo Or Elie siding In Ulu Palle) below and slide punclud lab mige into (flint}' Lrdm, (16) 10 Siding ]Under a liable bisrall ,) channel flush aglaiml the gaidr.. Measure the angic of till, gable In, taking one scrap lc+nal anti inrerlocking it with the Panel below so that oil upper i:ornrr touches the i channel running hp the gable. 'Ihke a second scrap panel, lock it Into the J cro° clarinet and hold over •Slung tho rrgr panel. Mark a �+:o Idac. thong the angle t„� „°,, •; whore Pie panels overlap. This will be the puCt rii for cutting the - ond fir the sidulg to be instulled Imder one side or rile gable. itfesaure Again for the, correct angle oil Lhv other side or (lit; gable by following the some. procedure. Install siring panels with the.. chits rut to the dilate of the gable, (17) Vinyl Soffit Installation A. Establish a Level Line Establish a level line from the point of the. (fill retina invv inn to a point an I hn. siding. Mark a ehalk line. 7/8' above this point. (18) E. Overhangs I r Elio. Pave has all apen overhang with open pa—� ratters, it is necessary to/f ` use an [' channel along, the siding on the chalkline,rnrelrtnhinigi.infritAuld casein applicationsF' channels may lieSubstituted, nailing it to""�... Ule edge of the old roadie, E. FinCiBNCd Overlwngpt..W If the Pave has an eneb= overhang'bsrall onr,il2• J 11130(lel along the bottom edge of the fascia ald Another lit' ,I nhnnnel along use inside edge of the overbatpl %•here it muds eidirtg. P`9Bitien AdJ1A8 Aange on the chalk Eric, (19) 4. Nauer Strips Ail intermedlate nailer strip is necessary if the overhang is inure than 18'. Nail the nailerstrip parallel to tile "-all and )railway herween the wall and fascia hoard. This will provide added euPport for the soliic panels. (2 1) A. afeaeare and Out After the channels are t Installed, measure the d1fitMCC f)C[wCrll the inside slots of pre r' and d 001111els and deduct 114%. Cut soffit panels m this length. now t� 6, instalJ)ng Soffit Install soffit by nexilig fir _ _ Slicung it into chaun+nls. F - ,r._� --- Neil into (br+ ceower slor V —�—:.• r fir each panel before lucking the next panel. (Do not nail Eight. Fier Specild Nailing Instructions.) Continue to install by IffeWig and than nailing additional panels, (20) 7. Closing Soffit End Close end of soffit by usiM J olladutel. Nail J channel into the end of the overhung, which will position it rn receive both soffit Panels and J channels, B, Perfaratt:d/Nor-Perfarsted Fonds Perforated and nun-perrorJl(al parlels may be used as needed for vented or non-veiiied systrui s. Aluminum Fascia Installation 1. Affrays Nail Underside of Fuses Bail undcroido fir fascia as shown, >:Y. Nova faun trail fust:ia ° Keepp nails i!nevi up'-Z soffit V- grooves for best appearance. Nadi every ?A', but do not nuil too tight, %Iady tilitc.'; it is Ilege-Mali to use a trim sheet hen ,rat a portable brake to the special fascia allapes. Nail the slic(ifal fascia Erp svna say. Nails should penetrate A minimum of 3f4, in(,, rillitittg slrrtace. (22) 2. Ontalde Corcer•Fasc)a Bend a 1' flange on the first fascia piece. VO' around the comer. # Cut overlapping fasciaF,.,O 71 at a 4� angle. Nail With whue aluminumsoft'It nails. (38) „r • , ( Fascia— tlxt: rhr. same teehaique that teas used far the outside corner fascia, but bend in the opposite dlrection to form an insitlr. (rornnF shape. • Ncvrr 4uw wan fmclat face nailing can result in a"nr thudded tiMmArarrrt: thlring therinad expansion null lillur c.Ulnt (,ydes. AluVs tine a drip edge, gutter, or aA•pugw. trim to receive cut Cop edge of fascia. This provides a TX= appearlm and protects rlle suostrate material fmnt Irludsturt. Important Information on Fire Safety from the Vinyl Siccing Institute Exterior vinyl building rituterials require little maintenance lar many Yeats. Nevertheless, ralfnutan'Anse dictates that builders and suppBerst ntvinyl produets store, bonnie And install Aryl materials in a rimulPr that avoids danlage to the produrr andlor structure. owners turd Installers sliu,ild L(rke a taw slmple steps to protect vinyl building metordnls from firs. Note to home and balldlnR owners' rim whAW en extra ed tis o a sigade n rBnyAltlece of Anmc orials and will he'at.elt or Building inners, occupants and mltside maintenance personnel shooed always and combustible m nrink uch a. airy leaves rasfire h andbmuleh wa:iy from vinyl siding. Note to the building trades, specifiers, protesslonala turd do-tit-yonnelf Inetullcrvu: Whp.n rigid villyl siding Is exposed to signifir.•uu heat fir name, the, vinyl pill soften, oaf;, inch or burn, and way expose material underneath. Core must bO M isrrd Ill ier Eo installadon when selecting umderlaylnrin• n+oiPriaLs herause many underlayrrtent materials ore, inualn. (runt organic materials. All hnilding materf ds should fir. fnslrilird to accordance with local, state and rerlcral building codes• and fire regulations. 'RI.... ,a1'' f vbt ° rY+uA pp Y.i-d3 f[� It $ 1 � " [ 4 a PROPERTY LOCATED WITHIN FLOOD ZONE: 'AE"BASEELEV. 700 COMMUNITY - PANEL NUMBER - 120285 03115 PROPERTY STREET ADDRESS: 1305NETTLES ISLAND BOL/LEVARD JENSEN BEACH FL 34 957 CERTIFIED TO w �T d I pp•(PKC) off\ N 70,30 p0;•' Eo�r �b b 4 Q lb 000 �` \gyp &\ ��. .. 1�lis \\\ oe\v��� - TION MAP I� p� CUT OUT h SURVEYOR'S NOTES - SURVEY OF DESCRIPTION AS FURNISHED BY CLIENT, UNLESS OTHERWISE NOTED. e , LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, BUILDING SETBAC y AND/OR RIGHTS -OF -MAY Of RECORD Br ACCURIGHT LAND SURVEYING INC. - ALL BEARINGS ARE REFERENCED TO THE INSTRUMENT Of RECORD LEGEND AS SHOWN HEREON, UNLESS OTHERWISE NOTED. ' . (P) - DENOTES DISTANCE, ANGLE OR BEARING BY FURNISHED DESCRIPTION P.O.C. - POINT OF COMMENCEMENT 4 _ ELEVATIONS SHOWN HERHER EON'ARE RELATIVE TO NATIONAL GEODETIC (F) - DENOTES MEASURED DISTANCE, ANGLE OR BEARING P.O.B. - POINT OF BEGINNING VERTICAL DATUM OF SEE SURVEY FOR REFERENCE BENCH MARK, (C) - DENOTES CALCULATED DISTANCE, ANGLE OR BEARING ENC - ENCROACHMENT UNLESS OTHERWISE NOTED. COV•D - COVERED APPROX -APPROXIMATE S. - THERE ARE NO ABOVE GROUND ENCROACHMENTS, UNLESS OTHERWISE NOTED. CAL. - CONCRETE BLOCK STRUCTURE SET I.B. - SET 5/8- IRON BAR L CAP • 4459 NA W. - NAIL a WASHER W/F - WOOD FRAME FND. - FOUND N.L TT - NAIL t TIN TAB •- CONC - CONCRETE I.P. - IRON PIPE M.H, - MANHOLE SYMBOLS N, y ALUM. - ALUMINIUM C.M. - CONCRETE MONUMENT C.B. - CATCH BASIN P.R.M. - PERMANENT REFERENCE MONUMENT -DELTA /CENTRAL AN { P.P. - POWER POLE OHW - OVERHEAD WIRE LB. - IRON BAR P.K. - P.K. NAIL P.C.P. - PERMANENT CONTROL POINT - CENTERLINE, : t,O.B. - TOP OF BANK R.R.S. - RAILROAD SPIKE R/W - RIGHT-OF-WAY DRAINAGE FLOW iffl. - FIRE HYDRANT BRK - BROKEN S B T - SOyTHERN BELL TELEPHONE 'TYP - TYPICAL X - EXISTING ELEVATION IQ PROPERTY LINE€ u. , ' 4g,LP. - LIGHT POLE DIST - DISTURBED `E'LEV - ELEVATION E P - EDGE OF PAVEMENT A/C -AIR CONDITIONER m , ;., EQUIP -EQUIPMENT N z¢' H o_ W Z a Q w U 1 o � z c) o L--J nne�w rV Ln LS LA J C= Z 9a C3 Q J L' LLJ .nn Z �J UD LLI C w H V / W o c z Q O¢LLI U W iy (� O Q Q �sZD "4` v i' 'Y "c• r �. r �. " r as r ate' """ ikrts• ew ``e t .. <'. .r�•re a,...r '�". " „ww "- "6R x F4rAro s ' +t Gw^�i — ..^.`A ..