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HomeMy WebLinkAbout2021-11-1 Larsen Page 3 Revised signed and sealedC>AC3�,E Y-3 HIP "'J '' G,L>.C�L.� ROOF SHEATHING NAILING 20NE INFO. ZONE Pl REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMEf�R & 6" O.C. FIELD. ZONE P2 4` X LENGTH W/8d RING SHANK @ 9" O.0 PERIMETER & 6" O.C. FIELD. ZONE P3 5' X 5' @HIP AND 5' X LENGTH @GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD NOTES: 19/32" CDX PLYWOOD SHEATHING 25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 30 d RINGSHANK NAILS. UNDERLAYMENT FELT.SHALL.BE PEEL.&.SRCK OR.30#.FELT COMPLYING W/ ASiM.D226. .NOTES: ' .ASPHALT SHINGLES SHALL COMPLY VJCIYI ASTM D 3161 CLAS5 F, ASTM D 7158 CLASS H OR TA5.107 AND.SNALL HAVE FACTORY APPLIED. SELFSEAL.STRIPS.OR.BE INTERLOCKING. �("oP of c�+,J-Lr�eY HALL_ Ei � Z• I-0` r �ooF 17�� c=��v�-� c�t� 3114" ,. J n .-" � � � �� _ i� �l PRODUCT REVIEW PRODUCT OPENING DESIGN PRODUCE MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD PRESSURES DESIGN TYPE (WORST CASE) PRESSURES SINGLE HUNG ZONES-33.88 -70 PGiINDUSTRIES SH•5500 FL# IMPACT #12X2-1/2"3165S PANHEAD AT 4"O.G 9/I6"DISTANCETD WINDOWS 20NE5-01.14 239.2 EDGE AND I-3/8"MIN.EMBEDMENT FIXED ZONE4-33.86 -70 PGT INDUSTRIES PW 5540 FL# IMPACT #12X2-i/2"31655 PANHEAD AT I7"O.C.9/16"DISTANCE WINDOWS ZONES-0L14 243.6 TO EDGEAND I-3/8"MIN.EMBEDMENT CASEMENT ZONE 4-33.88 •70 PGT INDUSTRIES CA-5540 FL# IMPACT Y." ULTRACONS @ 12,67" MAX. O.C., 4" ON CORNERS, 1.3/4" WINDOW ZONES-01.14 245.4 MIN EMBEDMENT&1"DISTANCE TO EDGE ENTRY DOOR ZONE 4 -33.88 -50 THERMATRU FIBER CLASSIC, FL# IMPACT #10 WOOD SCREW @33.75 MAX. O.C., 6: ON CORNERSM �..1 ,,. •ZONE 5 -41.14 SMOOTH STAR, 7640.3 5/8" MIN. EDGE DISTANCE, 1" END DISTANCE,AND Y' O.C. ."`�.�--�f- '��'^-_�'"�-�\_ ORCLASSICC - SPACING OF WOODSCREWS DOOR ZONE4-33.88 •50 THERMATRU FIBER CLASSIC FL# IMPACT ��1 4 TAPCONS@14"MAX. O.C., 6"ON CORNERS, ZONES -01.14 AND SMOOTH 21138.1 1-1/4" MIN. EMBEDMENT, 2" MIN. CLEARANCE TO MASORY STAR EDGE AND 4"MIN. CLEARANCE TO ADJACENT ANCHOR DOOR 20NE 4-33.88 •50 THERMATRU F18ER ClAS51C FL# IMPACT 1/4" TAPCONS @ 14" MAX. O.G, 6" ON CORNERS, ZONES-01.14 gNDSMODTH 21138.7 1-1/4"MIN.EMBEDMENT,2"MIN. CLEARANCE TD MASORY STAR EDGE AND 4" MIN. CLEARANCE TO ADJACENT ANCHOR DOOR ZONE4-33.88 •50 THERMATRU FIBER CLASSIC fL# IMPACT 1/4"TAPCONS@14"MAX. O.C., 3"ON CORNERS, ZONE 5-01.14 AND SMOOTH 21138.8 1-1/4" MIN. EMBEDMENT, 2"MIN. CLEARANCE TO MASORY STAR EDGEAND 4"MIN. CLEARANCE TO ADIACEMANCHORAND 3" & 7" CENTER CLUSTERS HARDIE SOFFIT ZONE 4-33.88 -305 DAMES HARDIE HARDIE LAP FL# IMPACT 6d X 2" GALVANIZED 80X NAILS 2" MAX. O.C. FROM THE PANELS ZONES-01.14 BUILDING PROD. SIDING 13265.1 CORNER&8"O.C. HARDIE SIDING ZONE4-33.88 N/A DAMES HARDIE HARDIE PLANK fL# N/A 6DX2"NAIL SHANK516"O.C. ZONES-01.14 BUILDING PROD. LAP SIDING 1319L2 ROOF ZONE 1-29.04 -1795 EXTREME METAL LO NAILSTRIP FL# N/A #10 X 1" PANCUP FASTENER THROUGHTHE NAILSTRIP Of ZONE 2 -48.40 FABRICATORS .032 27985.1 THE PANELSPACED 6" O.C. ZONE 3 -72.60 SLIDING GLASS ZONE4-33.88 •100 PGT INDUSTIES 5570 NOA# IMPACT' '/." ULTRACON @ 24"MAX. O.C. B" MAX. FROM CORNERS, 6" DOOR ZONE 5.41.24 20.0929.05 MAX. FROM BOTTOM, 1-3/8"MIN. EMBEDMENT AND 1" EDGE DISTANCE GARAGE DOOR •31.46 -52 WAYNE DALTON 800D/8100/8200 FL# YES 5/16 X 1-S/8" LAG SCREWS 3 PER BRACKET @ 12" O.C. #2124 8246.11 WITH 1-1/4" MINIMUM EMBEDMENT SHINGLES ZONE 1-29.04 N/A OWENS CORNING ASPHALT FL# N/A 6-ROOFING NAILS PER SHINGLE WITH 3/8" Oiq. HEAD 20NE 2-48.40 ROOFING 30674.1 ZONE 3 -72.60 SHINGLES SHUTTERS 20NE4-33.88 -54 TOWN AND COUNTRY SAFEN EDGE FL# IMPACT Y,"ELCO PANEL MATE@17"MAX. O.C. PANEL ATTACHMENT ZONE 5-41.14 INDUSTRIES STORM PANELS 12856.2 TO MOUMING HARDWARE OF DIRECT MOUNTING WITH 1- 3/4"MLN. EMBEDMENT AND 1' MIN. EDGE DISTANCE a ne>e�rl na:neury a rnuvaucu urvu a u nvuiwac vun nevacw HNu nrrnuvA� run u>e ur rnuuvu> u» cv run r nu>a RUCs uttt l HtACCEPIANCE OF 1 HFSE PRODUCTS AND ME I HODS OF ATTACHMEMARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY j��Cbe.a.Tr t1� ���� cueoL,o„ I "! -� � __ _ _ - _ -- _ - _ _ _ .-� _ . -- . _. _ _ __ _. --_ ---. o r " - [CI _ � �. _ o -. .: --- -- - --- _ :��� . _ _ _ _ q a o __......_..__I2._ .a ... Z LZ.. ____ --- _. _.�, _.. ---- ._. -- - - ----- - � --- - _- _. - --- - z<co _, - - - - _. __.._ .. .Ir{P-2 � - -- -- 1 -----_ -- -.__. __ . _... --___ __ - ----- _ -- --- -_ ___.. ._..__ - - - _,... _- �. _.._._.._,_- Po_ p --- -- _ t t c t � _._ -- - .__-_--- v _I ;� ,�,-t i-�-,�' -' -I-� �. 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LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION 11 >>� ��•(l �i (�� �t_���7J�r 1. �4i f� J S �` S} cn : � � ` .�� �'�, ' �' -- � � - ,q�i : •'� �r�r. • �- Iz � ,�.��y�- MICHAEL�J`:-SEAL, AIA AR96898 REVISIONS NO. DATE REVISION ( I(/t(ZI __ _ _ Et/fSG� .__ KEY PLAN SHEET TITLE /SHEET NUMBER o t= � l NUMBER 2 �b i37 IPROJECT DATE lylu�zozd Lr�,Q.SG' r..I