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HomeMy WebLinkAbout6208 11th St (2)PROPOSED SOUTH ELEVATION 1/4" = 11 O1l 1/2" CDX OR -1/16" 085 ROOF SHEATHING NAILED PER ROOF SHEATHING, DETAIL WITH 8D IRS NAILS, USE STEEL PLYCLIPS AND 030 FELT WITH SHINGLES 2X4 e2 SPRUCE SUB FASCIA WITH ALUMINUM SOFFIT, FASCIA AND EAYE DRIP 2X4 02 PINE TOP AND BOTTOM CORD RAFTER FRAMING 151 oil FOUNDATION PLAN 1/411 = 11 OII EXTERIOR 2X6 WOOD FRAME WALL 21011 2XIO 02 PINE LEDGER ATTACHED TO FACE OF WALL WITH (2) 1/2"X5" T.B.V, LAG BOLTS IN EACH STUD IN WALL SIMPSON U24 HANGERS AT EACH RAFTER TO 2XIO LEDGER , FILL NAIL HOLES WITH IOD X 1 1/2" NAILS, TOE NAIL TOP CORD OF RAFTERS TO LEDGER WITH (2) 161) NAILS ROOF SECTION DEVIL 11 8 II NOT TO SCALE THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION N ENGINEERED ROOF TRU88E5 m 24" OC IX4 02 PINE OR BETTER LATERAL BRACING ATTACHED TO BOTTOM CORD OF TRUSSES WITH (2) 12D NAILS a 24" OC DOUBLE 2X6 02 PINE / OR BETTER TOP PLATE (3) 2X10 e2 PINE WITH 1/2" PLYWOOD FILLER HEADER OVER ALL WINDOW AND DOOR OPENINGS 1/2" 4301 ALL THREAD ROD LOCATION WITH 5/8"XT REDHEAD EXPANSION (1/2"BOLT SIZE) IN SLAB AT BOTTOM. USE 1/2" COUPLING NUT TO SECURE ROD TO EXPANSION BOLT, ROD TO EXTEND THROUGH TOP PLATE WITH 1/2"X2"X2" SQUARE WASHER AND _ NUT AT TOP. PLACE RODS AT ALL CORNERS, EACH SIDE OF OPENINGS AND SPACED MAXIMUM 72" OC 12 3 WALL HEIGHT HEADER e WINDOW PROPOSED WEST ELEVATION 1/411 = 11 OII UsE, . 2X6 02 PINE OR BETTER HORIZONTAL BRACING PLACED AT S' O" ABOVE FINISH FLOOR SHEET EXTERIOR OF WALL WITH 1/2" CDX PLYWOOD OR "1/16" 05B NAILED 3" OC ON TOP AND BOTTOM PLATES AND 4" / OC ON VERTICAL STUDS, COVER WITH TYVEK HOUSE WRAP AND VINYL SIDING INSTALLED PER MANUFACTURES 5PEC5 TYPICAL 4 CONCRETE SLAB WITH WIRE MESH OR FIBER MESH AND 6 MILL VISQUEEN OVER CLEAN COMPACT TERMITE TREATED 501L 2X6 P.T. BOTTOM PLATE PROPOSED EAST ELEVATION 1/411 = 11 o11 112" CDX OR '1/16" OSB ROOF SHEATHING NAILED PER ROOF SHEATHING DETAIL WITH SD IRS NAILS, USE STEEL PLYCLIPS AND 030 FELT WITH SHINGLES USE (1) SIMPSON HIO CLIP AT ALL TRUSSES TO WOOD WALLS, FILL NAIL HOLES WITH IODX 1 1/2" NAILS, 2X4 e2 SPRUCE SUB FASCIA WITH ALUMINUM SOFFIT, FASCIA AND EAYE DRIP n. I..Al I U1=1rLlT 16"X16" MONO FOOTING WITH (2) e5 REBAR ON CHAIRS 6n II 4n 5UILDING WALL SECTION DETAIL 11 ,411 NOT TO $GALE F- - - - -- --------------------- I EXISTING LIVING AREA II ,I I I t I I I I I I I I t i t '. . EXISTING BLOCK WALL EXI5TING-c UTILITY ROOM EXISTING WOOD WALL EX16TING LIVING AREA EXISTING ELECTRICAL METER LOCATION i I I I I I I I I I I I t I t I, I t I ` — — — — — — — — — — — — — — — — — — — — - — — — — J ROOF OVER HANG EXISTING SOUTH END FLOOR PLAN 1/411 = 11 O11 REWEW- 0AM, i C17-Y OFs� PLANS LS EXAMINER �Pf�-1�32�2 �2o III` Omeavt4 Cen'�iafi v / / /_/ /EXI5TING-c ///V/ TILIT`1' ROOM EXISTING WOOD WAL I EXISTINCx LIVING AREA /EXISTINGs / /LIVINGc AREA I/r I r I t ROOF OVER HANG ALL WORK SMALL COMPLY WITH ALL PREVAILING CODES, FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE AND 18" o" CITY OF ZEPHYPIIIL.LS ORDINANCES • oil 3'0"X6`8" • RELOCATE METER TO��� BACK CORNER SEE ELECTRICAL PLAN 2X6 WOOD WALLS J V *yy X6 WOOD WALLS • WORK SHOP • OPEN TO ABOVE NO FINI5H ON INTERIOR OF WORK ADDITION • 1/2" A301 ALL THREAD ROD LOCATION WITH 5/8"Xl" REDHEAD EXPANSION (1/2"50LT SIZE) IN SLAB AT BOTTOM. USE 1/2" COUPLING NUT TO SECURE ROD TO EXPANSION BOLT. ROD TO EXTEND THROUGH TOP PLATE WITH 1/2"X2"X2" SQUARE WASHER AND NUT AT TOP. PLACE RODS AT ALL CORNERS, EACH SIDE OF OPENINGS AND SPACED MAXIMUM -12" OC • • I • 3'OnX6'Sn e • • 23 5H 23 5H I I - — — — — — — — — — — — — — — — — — — — — — — J I - all 2' 411 AV Ale I5' O" PROPOSED SOUTH END FLOOR PLAN 1/411 = 11 ^11 ALL NEW EXTERIOR WALLS ACT AS SHEAR WALLS THESE ADDITION CONSTRUCTION DRAWINGS WERE DESIGNED TO COMPLY WITH ALL OF THE LOADING REQUIREMENTS OF " SECTION SO3 - STRUCTURAL" OF THE FLORIDA BUILDING CODE 2001 - EX15TING BUILDING AND 200E 5UF'PLEMENT5 Mas I HEREBt��C� TV#A'f'I-Id Vj RhLe'u'LIANCEWED THE ATTAC1 ED DESIG D FOUND III J WITH CHAPTER I&, SE O IC J9 OF HE FLO ILI NG CODE AND ASCE 1-10 F'9R ,4 MPH SF� ISK CA7 a it AND TI•IE ENTIRE 2010-i�- o IMA BUILDING RE4PV1tML �� 11t ,N � NO. 38b5A g4exrex� , FL 33526 m ru z L Z 9i m 0 0 1,31 1'! N 0 O � Z -1N tn j LLn >N ! 1D m U1 Q w INn Q m w W � In X LL e A � �IN or n O „ Q MM mLy -j . i I'.. T-N w tnm :jw 1 ru LY.. mLL �o O m do fQ U.1 N � � r rD .9 3 m m N (a @ � cn Z ° z Z JU zm o� fq U, m Q z � Z '" v° w ' N ll1 m w Q z m 0 Z. 0 O Z OL At ww� nVf !1— TOTAL AR;*=-,4 351 F,T P t q 9 THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2010 FLORIDA BUILDING CODE AND THE 2010 FLORIDA BUILDING CODE - RESIDENTIAL, T.L. HANSON A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY: HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE, THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE FOLLOWING SUPERIMPOSED LOADS: FLOORS: GARAGE SLAB: LIVE LOAD - 40 P.B,F, LIVE LOAD - 50 P.8,F, DEAD LOAD - 10 P.S,F, DEAD LOAD - 10 P.S,F, ROOF: LIVE LOAD (T U8$ TO CHORD) - 2 F R P RD O P.S. . DEAD LOAD (TRUSS TOP CHORD) - 10 P.B.F, (15 P,S,F. WHEN TILE ROOFING 18 INSTALLED) DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P,B,F, ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 1 P.S.F. WIND: BUILDING IS DESIGNED TO CONFORM TO A$CE 1-10, CHAPTERS 26 TNRU 36 PER 2010 FLORIDA BUILDING CODE, RESIDENTIAL 8 D , RE DE NTIA L - SECTION ION R301.2.I,I. AND 2010 FLORIDA BUILDING CODE SECTION 1605,LI, COMPONENT t CLADDING WIND LOADS WIND DESIGN ASSUMPTIONS, BUILDING EXPOSURE - B BUILDING RISK CATEGORY - II MEAN ROOF HEIGHT 30' OR LESS HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT • 1.0 ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT • +/- 0.16 WIND SPEED SHOWN AT THE BOTTOM RIGHT CORNER OF THIS SHEET ALL STRUCTURAL ELEMENTS, EXTERIOR WALLS AND INTERIOR WALLS SHALL BE TYPE V CONSTRUCTION PER FBC 602,5 ALL OTHER BUILDING ROOF OVERHANG COMPONENT ZONE LOADS LOADS I N/A +32.3/-35.3 2 65,1 +32.3/-56.2 3 10,6 +32.3/-8S,O 4 N/A +35.3/-38,2 5 N/A +35,3/-41.2 SOIL BEARING 4 COMPACTION: THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F. (MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL ON THE SITE IS PROPERLY PREPARED 4 COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S,F, FOUNDATION LOADING. T.L. HANSON: A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE NOR PERFORMING ANY SOIL TESTING, T.L. HAN60N SHALL NOT BE RESPONIVELE FOR THE SITE SOILS ABILITY TO SUPPORT THE BUILDING LOADS. FOUNDATIONS 4 SLAB -ON -GRADE: BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA. ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING. SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY COMPACTED AND TERMITE POISONED SOIL, CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 P.8.1, REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25" FOR 05 REBAR, 30" FOR 06 REBAR 4 35" FOR "1 REBAR. PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES (AFTER FINAL SITE GRADING). THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED, A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY 814ALL BE ON THE SITE FOR THE BUILDING INSPECTORS UBE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACK$. GENERAL El EXISTING STRUCTURE ELECTRICAL SERVICE WILL HAVE TO BE INSPECTED BY ELECTRICAL CONTRACTOR PRIOR TO THE ADDITION ELECTRICAL WORK BEING STARTED, IF THE EXISTING SERVICE CAN NOT HANDLE LOAD FROM THE NEW ADDITION THE SERVICE WILL HAVE TO BE UPGRADED TO MEET LOCAL AND STATE OF FLORIDA BUILDING CODES, a GENERAL NOTES: TIMBER MATERIALS: TRUSSES' ALL TIMBER MATERIALS SHALL BE AS FOLLOWS: LUMBER UTILIZED IN BOTTOM PLATES, TOP PLATES, POSTS, STUD PACKS AND BEAMS IF THE CONTRACTOR, TRUSS MANUFACTURER OR ANY OTHER DESIGN PROFE98IONALS REVISE THE SHALL BE 02 YELLOW PINE (OR BETTER). TRU65 SYSTEM LAYOUT FROM TH08E SHOWN ON THESE PLANS T, L, HAN60N t ASSOCIATES 18 REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN EXTERIOR AND INTERIOR LOAD BEARING STUDS SHALL BE 02 SPRUCE (OR BETTER). INTENT PRIOR TO COMMENCEMENT OF THE PROJECT, ALL OTHER STUDS SHALL BE "STUD GRADE" SPRUCE, EXTERIOR WINDOWS 4 DOOR ASSEMBLIES: EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 1/2" PLYWOOD OR l/16 0,6.8. (2-M-W RATING) NAILED WITH 8 NAILS S ACED AT 3" ,C, ALONG ALL t D P O O G L HORIZONTAL JOINTS EDGER: 6" O.C, ALONG ALL ALL EXTERIOR WINDOW t GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA VERTICAL JOINTS t EDGES AND 12" O,C. ALONG ALL INTERMEDIATE STUDS. 101/152 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, ALL LUMBER IN CONTACT WITH MASONRY WILL BE PRESSURE TREATED PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. MATERIALS ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO INTERIOR STUD WALLS TO BE OF 2 X 4 02 SPRUCE OR BETTER WITH SINGLE 2 X 4 P,T. TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE. PINE BOTTOM PLATE AND SINGLE 2 X 4 #2 SPRUCE TOP PLATE WITH STUDS SPACED MAXIMUM 24' OC. WALLS TO NAVE 1/2" GYPSUM BOARD EACH SIDE, WITH WALLS AT INSTALL ALL WINDOW t DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS GARAGE TO HAVE MINIMUM R-11 INSULATION TO ACHEIVE THE DESIGN PRESSURES SPECIFIED, ELECTRICAL, PLUMBING 4 MECHANICAL: ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED IN ACCORDANCE WITH CHAPTER 411,003(2)(1) OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL, PRIOR TO REQUESTING THE FRAMING INSPECTION. PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODE$, THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON IF DESIRED, EQUIVALENT CONNECTORS MADE BY ANOTHER SUPPLIER MAY BE USED IN PLACE OF THE ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HI8/HER REQUIREMENTS. "USP" OR "SIMP80N" CONNECTORS SHOWN. ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN (WITHIN Fi FEET OF $INKS), GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT. SOIL TERMITE TREATMENT: ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDEB, INCLUDING PESTICIDES "AFI" CIRCUIT. APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, SAFETY GLAZING: A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED, THE CERTIFICATE THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF SHALL STATE (PER FBC R318): GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308: (1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN ASSEMBLIES. TERMITES, THE TREATMENT 18 IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA (2) GLAZING IN DOORS AND ENCLOSURE$ FOR HOT TU58, WHIRLPOOL$, SAUNAS, STEAM DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES," ROOMS, BATHTUBS, AND SHOWERS, GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING 18 LE88 IF A REGISTERED TERMITICIDE BAIT SYSTEM 18 TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION, THAN 60 INCHES ABOVE THE DRAIN INLET. SECTIONS R316.1 THROUGH R318.1 DO NOT APPLY, A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE (3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE THE NEAREST VERTICAL EDGE 18 WITHIN A 24 INCH RADIUS OF THE DOOR IN A BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL. (PER FBC R318) FINISHED FLOOR OR WALKING SURFACE, (4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION, DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING BACKFILLING 4 COMPACTION ARE COMPLETE (PER FBC R318). CONDITIONS: ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN S 60. FT. (INCLUDING ANY BOXED OR FORMED AREAS) - (PER FBC R318). B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR, BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR, WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE PLANE OF THE GLAZING, INITIAL TREATMENT. (PER FBC R318) REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING. DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT $HALL BE REQUIRED (PER FBC R318). DRAFT.STOPPING: ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER IN SINGLE FAMILY DWELLINGS, DRAF787OPPING SHALL BE PROVIDED (PARALLEL TO THE MAIN MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT (PER FBC R318), FRAMIMG MEMBERS) IN FLOOR/CEILING 488EMBLIE9 SEPARATING USEABLE SPACES. DRAFTSTOPPING $HALL BE CONSTCTED SUCH THAT THE FLOOR/CEILING A58EMBLY IS BROKEN UP INTO TWO OR EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE MORE APPROXIMATE AREAS WITH NO AREA GREATER THAN 1000 80. FT, WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS (PER FBC R318). AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION 18 COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION). ANY SOIL$ DISTURBED AFTER THE VERTICAL BARRIER 16 APPLIED, SHALL BE RE -TREATED. (PER FBC R315) ATTIC ACCESS: ATTIC ACCESS SHALL E PROVIDED TO ATTIC AREAS EXCEEDING 30 $0, FT N HAVING B PR AND I G MINIMUM CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE 30 INCHES OF VERTICAL HEIGHT. ROUGH -FRAMED OPENING NOT TO BE LE88 THAN 22 X 30 INCHES. BUILDING 61DEWALL8 (PER FBC R318). WHEN MECHANICAL EQUIPMENT 16 LOCATED IN THE ATTIC, IT SHALL BE INSTALLED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION 1-1I305.1.3 AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES FORM$, 8HORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS, (PER FBC RNS) THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE CEMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL) AND FINAL EARTH GRADE SHALL NOT BE LE88 THAN 6 INCHES TO ALLOW FOR INSPECTION FOR FUTURE TERMITE INFESTATIONS (PER FBC R104). ELECTIRCAL FLAN 1/411 _ 11 011 THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION LOWER ROOF OVER HANG 2x4 CRO55-15RACING m RIDGE ' 20'-0" MAX 1 kis I iq6, I NONE ONE EEII NME loll 5EE TRU55 5Y5TEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL BRACING OR CRO55 BRACING REQUIREMENTS REQ. MINIMUM TRUSS 5RACING LOUDER ROOF FRAMING FLAN 1/411 = 11 0111 w W O 4�s 2XIO 02 PINE LEDGER ATTACHED TO FACE OF WALL WITH (2) I/VX5" LAG BOLTS IN EACH STUD IN WALL :10 •2 PINE LEDGER ATTACHED ) FACE OF WALL WITH (2) 1/2"X5" Ir, RnI TS IN FArU 5TI IIM IN IIJAI I TOP/BOTTOM CHORD GABLE 17END BRACING m 45" O,C, MAX FOR THE FIRST 4 ROW5 OF TRUSSES (MIN 2X4 ) Lll J d l� CONT, BOTTOM CHORD BRACING (1"x4" MIN,) m 10'-0" MAX, ROOF EDGE STUD SPACING L- BRACING NO L-BRACING (U 2 X 4 L BRACING (2) 1 X 4 L BRACING (2) 2 X 6 L BRACING I6" 0'-0" TO 4'5" 4'-5" TO 8'0" 8'0"- 12'0" 12'0" TO 16'0" 2 4" 0-0 TD 40 " " " 40 TO 10 10 TO 100 " 10'0" TO 14'0" 15ACKNAIL W/ (2) 16D 2 X 4 WEB BLOCKS NAILED IN BETWEEN WEBS WITH (2) I6D NAILS EACH END WITH (6) I&D NAILS AT EACH END NAIL TO 2X, 2X4 ANGLE BRACING AT 48" OC ALON, GABLE END NAIL ENDS TO 2 X 4 BLOC WEB BLOCKING WITH (2) 16D TOE NAILS N07E= NO DROP GABLE NEEDED 2X4 OUTRIGGERS AT 24" oc WHEN OVERHANG IS 12" OR CONNECT OUTRIGGERS TO LESS GABLE WITH 61MPSON H2.5 MAX. 24" OVERHANG IN NOTE, NO L ACING EQUIRED WHEN BR R PEAK OF GABLE 18 4'0" OR LESS BRACING TO EXTEND AT LEAST SO 9: 45 DEGREES OF WEB LENGTH ( SEE TABLE ABOVE) nAXIMun STEP DOWN GABLE TRUSS WITH ONE LAYER 1/2" CDX SHEATHING OR 1/16" 0513 NAILED WITH SO COMMON NAILS 4" OC SIMPSON LSTA24 OR EQUAL AT 2'0" OC ( TYP) 1/2" CEILING BOARD I 2 X 4 NAILER ATTACHED TO BOTTOM CORD OF GABLE TRU06 AND COMMON Tf"6 WITH 2 EACH 12D COMMON NA?L9 AT EACH UPRIGHT MEMBER ON GABLE GABLE END BRACING DETAIL 3 2O 3O Q O O O O O RIDGE O O 0 (i dl O O O 2 Q �< O Q O 2 O O 3 O O O O O O O GABLE END I I 1 I El- c -0 PARTIAL ROOF PLAN ' -O 8d RING SHANK NAILS AT 611 O.C, AT EDGES ZONE 1 O Sd RING SHANK NAILS AT 12" o,C, INTERMEDIATE ZONES 2O 3O Sd RING SHANK NAILS AT 611 O.C., 4" O,C, AT ROOF EDGES, RIDGE LINE, OR GABLE ENDWALL NOTE: END JOINTS FOR SHEATHING SHALL BE STAGGERED AND OCCUR OVER A FRAMING MEMBER. ROOF 5HEATHING NAILING NOT TO SCALE Q W Ul J m Q GABLE END TRU55 • Oil• USE (1) SIMPSON PIC CLIP AT ALL TRUSSES TO WOOD WALLS, FILL NAIL HOLES WITH IODX 1 1/2" NAILS. • U • b- CV w n�n' • f • O W w w GABLE END TRU55 151 011 MAIN ROOF TRUSS FLAN 1/4111 = 11 011 OT m TYPICAL WOOD WALL BELOW OMAS t����/l LI I HEREBY CERTIFT--XWV 1 HAVE RL THE`,4eA61dED DESIGNS AND FOUED;a jo BE IN COMM CE IYITTOCZAPTER 16, SECTION I&OS CE XDElrLOR�A B'NILDING COI}E AZ ASCE T-10 FOR In MPI- W "RI8 24ORY II ANpjHE_cNTIRE 2010 FLORIDA BUI G�QJ RIE571DWIAL of 4q- DA 4'I', K�m T.L. HANSON P.E. L 38654 P.O. BOX 1126, DADE CITY, FL 33526 Z U Z m m z � m W Q O ~ cl Z o Vill 00 LL . z n m M I V` �..:.:..Q UN - In '10m � U z CW n ul W < u 0 A u c n n d Q Ly �N m IU lI F- oLn 1ru m ] � W u .N — mUL m 11i If z X N Z U N 0 m W ul 13 (L W O Z 0 zLL o Z� O z� o� Z.d i [Q a J.. 3: U �z o� Q LU 2 C0 _j Lu z z 0 Z N � N m W .Q Q z 0 pC m O z O O Q Q.. V/ IL nI V 3: z ♦M O IL (L TOTAL 4REA -_I-- -1_ _ -T --YF----T_ I __._ I �L �gml,,,a . _- .._ .-_ _,. _ .._ _.___.. -� _ �.:,. ... __ . ...t . - _ _ �. I - � j4 _ ­­ T�LIs. 1 f 1 Sti'.y„n,1r'' �' f 1 ta. 11111,')- «Y.., N- 1'x[r' ;tl • t9 N �j u +t yI k ,d ':3i _ O - ,, { w " � ._ {.a _ t " ,u. S u� FL: �i I - J c ', Al-11r4-�f- L E , r_•,-b ,900,45 StPCQh��oo �Q< ;f ,' ' Rustic �... i 3 !: ii .r._.:, ....-. i r I °° t'��s~~ IM CT ,II t` 'ill; III 1 i 1 - �' 11II i' II itl I tl y4iy p rFrs[t art I I,II 1 3I ; ifw, a li ! >n 1 ' rl 0 164 ? r lFus r tl, 'tt:l r -.Jl } l a„_ .r nn:U ! n,tl'}Ih : I. -''I' III I II I a -. d ',:, �_ , . IFF, C)s1ru.t.rf:Ir-.1ulr ll _aol.ie,cludir gl � WcI� ,rlv'i'I.nl aa,el.,;n ,ti.ri -�, �. ill f I i I„ d r, 1.1.I ,1',..,.,. :II 1 II, 1! , . i I {,usre wot'iiiUl-IY I t. � f.,e.fr7, r9 a.' 1.:: .i�.,.{� .:r'.1 _ . .' € f; i. i I'� .� 1.I -!-. .is ,ni...11. it itnr rr: �.,. - 1' i t.--C-•t. nn L,• r... I I1 ", t 1 na_ _ 1.1 i I r r a N :v I, N I" I' II ( T i I R 1, .I .TI .. . I I�t I 4 ar I 'n I.1 +l 1 V . ,J ; l 1 i .t i { ,1; I !r ,Inn , :. ::I I. .I"Y I, f. ,.1}n„ h.: .t. 7 I- ii .I i .I { f0f t _; 4; i'1ll'..I fJ. Jn5111:4 t+:.:i 1. - ,., Ir6 ..._. ... tl j j I I I :u' I' <.t d nett `< I s .; f 1 1 1'tl it n:.I.,lt '_I:. ��.� a 1. >tll 1 '; ..�.. ,oi„li:,v trni11vc.}..:,.17, artt... lit. i. r, �: v{y,l., k:f .., h ) ,� 1�'' , . I 1 .1 r . I I I I I I': i ...__ __--._ _; ..-..._ . I 1 - - ...:.. ... - .., . _. - 1­1ti �, ! -.:._ -. -' r, to :tr! F :. I., .,., e i It, tF T.I 0 ,TUN 6;t::, t,.,', {. ,, .. ... .... _' ::'.. r qq I 1 ..i _ - -, ', ,h, ., , t n .,...I ,..f4'v ,.. , 1_ e J .:I �F.7 .f. ,r} _ .,. ___.. L ..._.-.__.,__.,._._ _ ­,-.,�,, .:.::. .: ...: .... ._.., .. .... .,_.... _. - r ,' .. r . ,tl 1.. 1T. , 'I- -. t. r ,:roh vb __ ..,_..,_. [e..cn r, .t...,.. 1 -- -- . _. _ _._.. _ .. : , , c <'; 1 ri r - - , . ;,,t -. ... .,.. .. .;. i (, _�.,_. __ _ i. % } ,t? JIB .'.:I ly f}I '... .. .. _.., ._-. _..- ._.. _ - _._._..'-- 'I -:: .. ,. 1 -'.S I-c .. 5 ( 7 ..4 ..� ,-..._.__ ... - _ , .._ ..,..- _. .__-_i_ _ r:l , I _ � __ �:_ __ _.._ _.. i _. ._ MASONRY OPENING zX RUC gUClt ANCHORtrN@ STRIKE 4AM hIOT FS: tANCHOR CO NCR"'fE PPada Iffer,n hive d 9 P nn ii .r a - SV Y eren. ^ ,t a rirrf F P In r '.lots rrvr` ale t + ' f o e r, f concrete � c . I. ubsttulof f Substitution q - I m nFs. .e c a vUa a distance and center r oisfan e r 9 q I., mellnfpin if le Irin, edge ?. Concrete anchor locations at the eornsls inn) he .r� u�tad , usi b ri . ' b! CENTER" r d5 "MAX .O c no ed hen_ f a }e cr .xn .ir s Ifcancr i a1-h LYC lt, fi omat 7slan 1 d cs J rs c Wort f an t " nal ca nC e ., nio add oc(iv,fed to mau7toih the ni. edge listnnce fo mo lac JalntS. . maybe equirert to ansure the "MAX ON CENTER.' d4nencions One nut exceeded' ded 3. Col f or table: .. aliauHt�k ;1. AMCNh,:: fs7rt, r12)M Clk,.<BdCTi i fu31i![EAFtCki? l: 1YU f o� ll t r ra U? -.+� k E: A tt7 5 �Hy E�� $t2lS Ft Y '. Il'P 57 M� ig _. 1 IITW 2-112" T" L1C0 iJA^ 1-rtq° ___-----!' _.,..,-- - 1 _.- I N , : �., n j n C a tj A Ey ' I_ z� r N e A -- 2 :' E I � g az� 41 .... i o .I o It a. -'•sue Y . R � r \ J Z" I � TYN HEAD & e , 0 �� JhPAt3S -,�I a 'm a A o R MASONRY _/ Z y OPENING a U I � E c v0 1 3 0 -_ h - - c� zr_ FRAME - a o z , ,�, 2 • J 4J F 1 In g g 2Y BUCK. I a T N � o o =;I J� �M I' �- Ir a m >- - - _4- ,_ ]I, , f - II t\ I �_ - i t 1;tA,1sF•NCH0lttnrs HINGE JAMB i i t'hasnn.y 2. buck c'ensfrcrli(11 _ I i II -- P I ! I �I 9 r-- ----. -- -- -.'- - 1 r t I I-�1" " 1 - I , t 9, I I I I w i�i � - I I I = / _.1 ' �� . a < 1� k� -= �y- l�) ,I JAMBS TYP, HEAD & 1:ASOhIRY ` OPENING i I- --x-- 2 u b� T FRAME' _i o 0Tf �. �Q 10 ix BUCK-\ 'r ) V v r m I- 7 - N St7iiKE' JAPriS FRAME ANCHdJRING _ k{osomN i x buck construction K r_i- '�OIJCR TE Idr., ?R NOTEa: K. I. Substiiulibn of yqua, cencr. . v anchors frem o ciiffersnt suppffer mgY have different edge d'Isicmce and confer dlstanro ,'O.quuarnrtnts. oe 2. Concrete anchor locotiotu of tt e C:omoli may bF adjusted tq mC}Intofn the "i"'iJ- d sconce to n-16nor lofnh. if concrete anchor klcaf!oro nolerf CIF'MAX. ON CENTER rrlt,'s'f be adJusted to rt4int sin the n n. s��e drstrync? Io mortcr joints, additi,:Inat concrele rlJchors o maybe required to ensa� rite "f ,k`(, ON t;i"NTEF"dtmensfons are not exeeedad 0 3, Concrete anchor tob �.­:::. : Mom__,__ __ - k A1JCHOftt tV�h s�; ,lt! h11. iNtAP NCG> : !d!s .. I .:.t�Lf Zit II 3 P Srri? tylSEufyltt f r vacs, ;r qt�._:_ a4r,.;ttt R 1. liN i/S" 1-1/4- fir B 3 I _ - - 2-itR` n IPN S,•'85" T-11N, 2_51s' �1 ___ __.___--_-. s_ __ - _�,�.�.„_,_. _- - __ _- _ - It. I III ]I] l HiNG1 J"B �) - ,_ I 2 a r I - i �1 1 I �. I I 1 _ : _ I z lj i{ r'{y _ 1 f I r I. nc ': 72 '_l i ' L_- __ a �`` I s I i N. r. S. iI{tI 9 i 6._ E`. a I �-' - jj - I r�': LF 5 IV tAICH && L_Tel4DBOLr Dte!L hl GE Dfi'r(fL -- N HfhGE DETAIL \-,,LlI. I-4G 2,j'- �/L Lr1TCH K DEAD900 DETA!L M111111 I:a!n 91 L FS t 114 -{{u _-__ ________.____._ ____.__ _-._,_._._.._.�.m.Jta B Consulting and F-rir e ing Sei-vices for the Building industry C, P.O. Box 230 Vah'icn, FL 33596 Phone 9I3,654.9197 Florida Board of Professional Engineers Certificate of Authorization No. 98i 3 Product_ _ .. ..�.-._-.m.__.-_`__'_'_-_.__- Sub Category Manufacturer Product Name ateI Plastpro; Inc. Smooth J Wood Grain % White Wood Grain Exterior Swinging Exterior Door 6200 West Century Blvd. Rustic Mahogany Doors Assemblies Los Angeles, CA 90045 Series O Fiberglass Door Inswing/Outswing - "Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Plastpro, Inc. based on Rule Chapter No. 9N-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. 'I l the company d not v her will ac sire financial interest n RW Building Consultants and Lyndon F. Schmidt, P.E. o o have r q nP y manufacturing or distributing the product or in any other entity involves': in the approval process of the product named herein. Lfn7itatior7S: h 1. This product has been evaluated and is in compliance with the 201 U Florida building rode structural requirements excluding the "High Velocity Hurricane Zone". r beyond I in 2. Product anchors shall be as tilted and spaced as shown an details.. Anchor ernb2dment to base material shall be wall dressing or stucco. 3. When used In areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the 2010 Florida Building Code. F t ' 4. For 2x stud framing cgnslruclion, anchoring o, these units shall be the same as that shown for 2x buck masem;� col7s-ruction. 5. Site conditions that deviate from the details of drawing FL-15221.1 require further engineering analysis by a licensed engineer or registered architect - �} 6. See drawing Ft_-15221.1 for size and design pressure limitations. l Documents. Supporting 1 . Test tjepert Ns. Test Slanda;d Testin1r ! aboratoa Signed by ETC-10-209-24641.0 ASTM E330-02 ETC Laboratories Mark Sennett FTC-08-209-2'1639.0 T:AS 202-94 ETC Laooraturies Joseph Dolden, P E. TEL TAS 202-94 Testing Evaluation Lab. htc. Lyndon F. Schmidt, P.E. I E_ . 9 r 2. Draaviny Ate,-, Prepared 4y_ Sinned & Se31er-i hY No. FL-15221_ i RW Building COVISLI tani8, Inc. (CA #9813) Lyndon F. Schmidt, P E. 3. tea. culattons L1fftPare4by ai€ q d & Sealed tty Anchorina RW Building Consultants, inc. (CA #98 13) Lyndon F. Schmidt, P.E. 4. guaii , Assurance Certificate of Participation issued by Nalionai Acciedilation and Managenient institute, cerfifbing that Plasipm, Inc. is manufacturing products within, a quality assurance program that complies wish ISO/IEC 1 7020 and Guide 53_ ear a , L,,ndon F. Schmidt, P.E. FL Pr No. 43409 2i23/2012 PF 1553 Sheet 1 of I R W W Buildir.-; Consultantsi 11.1c. Consulting and Engineering Services for the Building Industry Cl P.O. Box 230 Valrlco, FL 33595 Phone 3.1659.9197 Florida Board of Professional Eng veers Certificate of Authorization No. 9813 Product _ �,....on..__�. Sub Category Manufacturer �]__ - Prooduct Narne category swinging t� g Plas r Inc. t o p gppj Smooth 1 YdJaod Grain t White Wood "rate dv Y F. terror Exterior Door 5200 West Century Blvd. P Rustic i MTahoga;ny Doors Assemblies Los Angeles, CA 90045 9 series G Fiberglass Door g i - __ Inswin /Outswin - "Non -Impact" 9 9 r n Schmidt, t' c_ e: This Is a Product F_valuation re ar I W ,G t-1 .G r• t P Scope: _slued by R .Building mar-�ul_a-7r., Inc. and Lyndon F..,_.hrnld_, P.E. (System ID # 1998) for Plastpro, Inc. based on Rule Chapter No. 9N-3, Method 1. D of the State of Florida Product Approval, Department of Business 8. Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P,E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity, involved in the approval process of the product named herein. Limitations: 1, This product has been evaluated and is in compliance with the 2010 Florida Building Code structural requirements excluding the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing Of stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protectect with an in, pact resistant covering that complies with Section 1609.1,2 of the 20,10 Florida Building Code. 4. For 2x stud framing construction, anchoring of these- units shall be [lie same as that shown too 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-15221.3 require flusher engineering analysis by a licensed engineer or registered architect 6. See dravving FL- 15221.3 for size :and design pressure liniltallons- supporting Documents: 1. Test Report No, Test Standard Standar€i Testirr� Labc+eatoU Signed by ETC-10-209-24643. 1 ASTM E330-02 ETC Laboratories Mark Sennett I E L 01390355 TAS 202-94 Testtnq_ Evaluation Lab.,lne,. Lyndon F. Schmidt, P.E. 2. Drawir7r tj ! rr'�fa . eti ,y stanedd & Sealed by No. FL-15221.3 RW Building, I;orrsultants, Inn•. ((;A #9813) Lyndon F. Schmidt, RE, 3. ____ Calculations F'f_�pa- try Sir rI-, Sealed >lv Anchoring RW Building ConR'lfanis It (CA #91F31 3) Lvndorn F. Schmidt. P,E. 4- QuaS;-t-urartcrn Certificate of Participation Issued by National Aecrediiasicn and Manageflient Institt,te, certif,ing Thai Plastpro, inc. is Inanuf�cturing products within a quality gssul'ance p.o01350 that complies with ISO/iEC i7020 and Guide 53. » f -, r` }radon F Schhmidt, P.E. FL PE No. 143409 '12312,312 r F 1553 Sheet I of 1 _1. , ..,.. - -- - 1 1 - Fly 152J ; i __........_.. _ .. I,_ t f. .. x ,.,, a t, I�:, I,r .a� ,ftnri I f i L t"it ,_.:'f t 7 i s ! ty ,-, } )" M 1 C _ i . 7'iI -.. --vii it I . i 1i. l ; Y. w � I 11 1: z _ :. _ 3 a - 0 ,1 G t I .. 7 `�o,' r i::..!',. at T,I �;,.. ,fit. ,:.,..: Y/$ ;:..I,, 3 r9'- t e 1 .a I� - d � � _ --� -- 1 1 j° `�I , I I. ^ d r11 � ?. . ",�..; t-49 Frs �'7 ,'Y,#-firJ PT. y_„6I .14I, i ^; I ,' t I i 1 'I tl - ' i''i l,{ I I _- ... - 1 / ® y v to { R I ,. :d I ., - I 1. £_'.!'i. Imo' -.E, z _ , III a,!II (� .1 q{ . ;1 f }5 F I, 'i I 11. I � -t - y { 1 _, .I i , .i t If �i' ,1 t , I a :, , i .� f.. 1 +I , I f- Sr , .. - 1 li i .. I'I I J; ,I I II 11 I k - I j f'1 r1 1�. _ I .. -, 1.-t',:,-. . :I1, I _ - Ali ' nil �i , .i r ,� ;:. I -.. - .. , I' -' I (ill.I I' 1. 1 ,.I ]._._ - :a 1 fI _. _ 1 fIi 1 1 1 11 Ili I , I I Ii: I 1'1 > 1. 'I',.... .. 1 ....,. _ - I , I I I I _r_ I I I I ; I ,`:I` l ,: I r'I 'i. 1. J I rs ,7 f Ar f 1 i2! I I ? #' I !. r i ,.,-.... n _: j��:�, 1I. and !.'I .. rw Fr7r 4'I 437nd•f, 1 7 + R.)rb , r I n ... :, ....:.. .,. '. . I - .. ,.,, 0.,, ✓ = i - >..,_f i . !, . .., f �._ , J ..... .. : ___-._1,_- ,� ..1-1. � .. I I .,-. __. . . . .. .. .. I .._: . . ,. ir -... .. i _ ,�i� "�� � f - - I 11 I . a, I I� (T rP.) _j I is -1 I 1,�^ a `D) r(P•'EA0 L - &.JAM35 MrvSONRY 1 OPENING- - I_ # 2x 6ucr,- I -- FI41 .-� - " i. I __ - i I I 11 L_, .. _ YCRETE hNCNO7 NCiE5_ 6y'6_ANC _ klN� 3tP44 dlC8 tNfutlan of equal concrete anchc,s from o dlrferenf s0'r-lP mop note different edge nice «ard canner f;ronre requirrmaTiN. crate nnchor locations of Ihs r_r-rnon moy be oil rsred to a main the min adge }rli- fJ0e tc, ntorla its Ccrnc ell ornchc r Ie-a!!}xis rnl dos"MAXON rEr ICR rr usf Lx1 ,red to motntc!r the mn, edge dicfanc e to morturpolrtls, odora -rc'nof Co Ic e,c. ar!cho be required to p sura !he" tMAX ON CENT' ,R" dtirerslon ore rot xcee der,. crate anchor inb : _�_ G _ fi` R IN S4iFi r 1 1 filert! z c T d. PI! . �i . _tr � rct - .r x Yf r. - t c'nt[iT`� 1.. r . iSt3" .:.1 E17C:t aTd' T4t.E! ;': Ar�4 fit :,' ;i T4Y S j4 1 ,__ _ I X --- - I T-114r, n 1/2- R" _ ___ '1�114" I" I . ___ -s LCO 1,14- I I ____ __ i 11 kV .Sit& 1 _� .1r4 __ Z.-Ja' i 1,#.: ,.: n a - 2 � ITYP,I zI F� r j i. - r I J� `` , ' N > M a A (fiC t Ana a rs . ,. III l f2 eUc K o SEE iIIN(SE -' I 9 `9 � I G 6, 11 sag . a 'I-}' (Y DEl?I&i dgpQQ6',t,1. / \ Sit „ BUCK a m d a I% 9 q Y MASONRY 3 , k , It w OPENING T`P. dlEAD °, �`y_33 �' 8 _ FRAME - I, I per.. .+t - I t �61 0 h 7, / U , T /, Zo ¢ 2X BUCK- ; / 1 � o � u 5 _ SEE HINGE I - ;, i I u DETAIL 2 P, a, at1' � tr I!Ii ti- . u l j i =? \ cc 5 m I I' . j r, c.' 6w- -. �1 1 _ _ �•-.--_ _ LJ� r "\ I _ _IN 1 L , F rRRtA s 1fivP'7Clfif ' I hC - " t i,4J,cra's :_'alnsln.leflzin wr Ul v, ' k7 0-1 x3 s h 4L'CK s j rq 'x BLIr'i<i 1i 1 ! scs �. I 4 r I i I L %k: RJ,4K ar l ' i' BUCK I i 1 i L,CP d C'EADBQLT AIL 4T Lf1 r� __ l li 1 _.:cif,f_�iJ� ~F z A �.. ,. l J I nay _Ll /I 1 JK s MIT m trs. wWG� nt Art 2 ...- __ ��.______ �1 ... 11 1. R . - - - ----- - - - -- rr .. LWI'LQ1 11 I � I . 1. I I � Less fl-7nounci71g Fastenirng /77PlOVeln6l s on 4a JIMBERLINE andNOVERVICT ARCH'I ECTURAL Si11NGLES SERIES 3-rAff 911I lfaLES Plop if/'' it %i i a F 'st r y dire to., e t a'c hi 'le manufacturers' . lication instructions too rigid most m- J s : �J -.. �p to eir lacement for lessen P : . p fastening patterns — even denial for blow offs..,based on s Warraf�.ty Cf.�11 . 9 p is a material defect[ even when lire le�I problem d: with what • I -tali t1011u re ect)ons.,. .code officials and consultants who are assuring compliancew ns a ) by are overly restrictive rnariufaclurer application directives • Mandatory' reifi0val and re application of shingles-- ting lime and rnoney TheSolution... The Proof. .. GAF's expanded, approved Will these expanded fastener options fasieneiOacerrlent area adversely affect wind uplift resistance? (800 for details); ltir tll resulting !in; • Greater lexil ill UL t6�tinrg (l1L997) c6110USlvely prii that, nt alled the sluts#1 have smolad,. in faslenOr ploceme i ffiGier,#' it�siailativn r l r'�s new expanded fastener placement while MA-hitaining highest quality will IJF adversely affect wind resistance Reduced risk of unnecessary 0 GAPS 1011 ,erm field experrleflce and costly rework supports the conclusions of UL 997 testing l i I "Quality You Can Trust Since 1889 ;.-from North Amel'Iva r Largest Roafiltg Marnifactin er GAF MAT ALS GORPOHAT UP. EXTERIOR RESEARCH & DESIGN, LLC, Certificate of Authorization #9503 ✓✓✓ —1 11\1J I Lfl1V J 1 r\LL 1 , VIV11 Yt 1J �� `" f •> OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT GAF Evaluation Report 01506.01.08-R8 1361 Alps Road, Building 7-3 FL10124-R6 Wayne, NJ 07470 Date of Issuance: 01/03/2008 Revision 8: 02/06/2012 SCOPE: This Evaluation Report is issued under Rule 9N-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been designed to comply with the 2.010 Florida Building Code sections noted herein. DESCRIPTION: GAF Aspha tl Roof Shingles LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinitylERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPIECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4. Prepared by: 0 1l r The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 02/06/2012 This does not serve as an electronically signed Robert J. M. Nieminen, P.E. 'rr;�a ti. document. Signed, sealed hardcopies have been +./ii 0� 1aV irtl':' transmitted to the Product. Approval Administrator and Florida Registration No. 59166, Florida DCA ANE1983 to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. TrinitylERD is not owned, operated or controlled by any company manufacturing or distributing products It evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. ROOFING SYSTEMS EVALUATION: 1. SCOPE: U[;derlayrnenC Standard Slope ,A/t2 (333riim/m} or noose l C� hnderl2yme tl Lovi Slope 2 12�i12 {167mrn-333mni m) A pplicatloh gf.undarlaymanz' Ggver deck, ultli line layer a6:pndellavment installed villhoui Application of drfde¢aymen¢agd cede Ile siring: CoinplPtely, cover the deck Ivl[h t!sU Mies 1` I r .dh r m l :. r l P nF e. L se tw anal I n Its la h d tdP ,! n n are u t6 1 t ed by s r h s: P v P laces f urW rh derl sf mf se nl n n Its I l Y.. P P 9 n e n t as I n L o P au . to l a if Idetla rue it In ace t. a A Ilc II (�1 'fl" p II "4 �: 1 '`l as 'I `r' y Y 9 3. P.. a g I n cave Basl n Insta as .e tlashn sot GAF Mite gals Ca o a6an Weather I rP 1 ll d ..^,i I s e i I n 1 tl r PP 9 A I n 1 raver b m a - se bl nd I I ur. Aa a Ilasblu" s, dt Pa es and t ter Icn dams can Y I. p nq II q V, t Match Pf StormGuatd U,ak Barney In Ibcalltlns .uhe[a II aYs m n' 6r, caused by yfalP,r 6 Ck1na bA Azj aGIPd, BAB Pn4layfr of GA f 4at0r1aI5 Gdfpar3(IOR WAalhal "tat h' r S[o nCUa[d Leak up behlgtl (313.01 debris d[ m . E'ri fiasllinp must bi%er6ang lira soul edge by 3!R' (iNnnll gild Basher Save tlastling must oeretljanp the ruat'?d99e_ b9 3;0' (IOnml) and e2teljtl 7.A' ((G)Ctnln.)) e>itEnd 24" (61Brt1 m) IN!ybad the ili5lde iveg line.. b17yonL the rtdslrla .Pall line, tNhere ire dams or de6iis'dAins are not expected. inshall Nabs nl Shingle I late' ubdallaynneig. J f102 mi tF-inlnl I ma 4nbu1pp2ee- iDr-e Nt s04l 111e 1 thr 'y" 1'Y1n r„ In thttl nl L.� .ro PA' J—' Muthn, qV�a. Jh "loul y 7. r9P to lJmrn, �Y+`r� 'vim. no—, hcnl ee.hel+a U°1 }E d. �^� ShInG I ltde )'.. �5 fs - and H r d IP IJmn,l \h'n \� Indd says enl. -;d �.. 2'( I col Slde Lan Milo e SI iyl.laldr ZI1ty��� �I A nrue•Ienaun.`l it r 4 t (d8ofom7 (iMmr , E d l 1� R i t edr}. Vl Iti il'[%•Itk Alan tgnus Fl 'i`r Chublm w,m ratty. y jA a pr }e (ICnur(FI)hl .nthJnp Eav��lli d d'IP edge. ! p. n r ;r a+al drrj rbpn ... n , ye JI ullddrlp5 ncM. 9 Siarter',4�ourse �i First Course �wApp v as sllbvn SU1ad cJdlnnawth Ivshilard flush n lh te sI r cnr ir SIn IP.S ni v be i. l it I 1 liis laid Iran eh In n I t u ri 111 1 1F 00 N01 a sir I w traililit u r the n of sin a 1 a I r la e I t 9 p g Y Stall t eN akgand •.. , '- . lay In dp,ar niracba, I,,.,,'I ,,,nai, prm;edore fibs call sit ao indm sect colds blpntl an the rbl.[ nilif sofa] damage the siilugles. .F fJpn• rn- - �nl 5 AA 1 I. � P / ` i, o +nlrl11Jr5 rr. c r.. �E / r 1 °Uv ffG T,1 IW II n -d rt '10,'plc rl i"-.all show ,J - InJ n, it tl 2 •np �Oammt ,..e ' SI Y;rh Ie r�Fmd I _ ,.- Mngiyb I .h rL eV:i. 5 irnLl al ,i 'k. M1 ,i, Fir sec Second Course @' Thlyd CmIrse„ f ' ti s ors I d:^ irlm 6' 152 mi m the end tire ";� 1:- -grunt tom gin f r=('shin fe in Ile co-o flit! . nllln iR Ilk lull shhl t e., Slnrl s d annul re ern Id Course as s u ,n. (, II l.ho e of I ll inl 1 (2r. ) I,u r ! I _ g I n cl I n t shlfigle, N4Ts!llon the shlfinites ai the second 2di 1 subsequent covjse5 flush with file top's aeruse the tool. of the ".Idle culolils. This results Ina 5- (127nutl) esiooiuif: Conlinue Ayith lull (1dith shingles across' foie mot. Sb*q a &NUIl line :about every 6 aoplses to chock ,:rallei allguinsdt �sth ewes. NOTE; Shingles may ha laid from ellliar Its d loll o'r right hand aide. Stan at either rake pi edge wlPl sldoffles having R-(152niw) h'Irttniatl from take. J.,I'l.l' M`avylm Im,�r rd tiM1b,y ay MIN ® Fourth and Remaining Courses, 7 Hip and Ridge . Tr1n117" (43i lion) ham first shingle In file boors=. then conlinue v Id, lug shingles aiupss / Fni single layer ap[ilieahnn,. rise Inp and ildgo shirglev and apply Its sllmvn: To enhance 66 fool. Rigi and subsequent dour ieponi full shiogle nlstrui hhns born Slef, 3: auPeunpaa. usP 6AFTIh.12ERTEC (else hluxllA ol'f 161@�� [EX' !1111 H ibdge coNers 201in- ee11-t31 m la[s) hf a dorIble hVer applicluon of UNvartial Hip Mdge. For donba a�,pliMtidn, stall Mgt tripIrs thickness of precut Hip t 9Id9)i.ngLs apt ornriiiwe 191nalnd'2r I'llb Rd, .c,,,, dnuhle lhI I ones. Fusin in same manner as single applir.aation 6(ym- Apply laps eway Iron end singlle L: prevailing ,� nd direefion. a tl Ccurs rr Ili rx I c.:Fvea emu: rtn S n 19e N- rla: np Br• iml6'e'cl"re Hlc or Fldpe rtl`S RH9h RMgn r.dl 9'(92Gn7 F'sl Ca ve 12'm,nl ri 411 b,plon and r 145hI,r,lc ' 1. I' 1 q.Kr,.n1 Pml ?sigh P:$n51te Ie' I. -a'_ 1a.1:4, nl ' In�ll (dulU,n 0n(1 . � i":(2Jriml Irz.rr ed'bi: tvrmrd ,9Nnnle= 1 Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 151 R905.2.4 Physical Properties ASTM D3462 2007 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2006 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O07 1507,2.7.1, R905.2.6.1 Wind Resistance TAS 107 1995 3. REFERENCES: Entity Examination Reference Date GAF (PDM 1915) Letter of Equivalency Seal -A -Ridge Impact Resistant IR 01/13/2012 PRI 1 5878) ASTM D3462 GAF-059-02-01 09/02/2004 PRI(TST 5878) ASTM D3462 GAF-080-02-01 05/25/2005 UL 1 1740) ASTM D3462 93NK6295 11/29/1993 UL(TST 1740) ASTM D3462 99NK43835 01/12/2000 UL(TST 1740) TAS 107 94NK9632 03/29/2000 UL(TST 1740) ASTM D3462 OINK06632 02/02/2001 UL (TST 1740) ASTM D3161, TAS 107 01NK9226 05/21/2001 UL(TST 1740) ASTM D3161 OINK37122 12/18/2001 UL (TST 1740) ASTM D3462 GINK37122 12/19/2001 UL (TST 1740) ASTM D3161,TAS 107 02NK12980 04/10/2002 UL(TST 1740) ASTM D3161, TAS 107 02NK30871 09/09/2002 UL 1740) ASTM D3161 03CA5367 03/11/2003 UL (TST 1740) ASTM D3462 03NK26444 10/17/2003 UL 1 1740) ASTM D3462 04NK13850 06/07/2004 UL (TST 1740) ASTM D3161 04NK13850 06/23/2004 UL 1 1740) ASTM D3161 04NK30546 03/10/2005 UL (TST 1740) ASTM D3462 04NK22009 05/06/2005 ILL (TST 1740) ASTM D3161 04NK22009 05/09/2005 UL(TST 1740) ASTM D3462 OSNK27924 02/10/2006 UL (TST 1740) ASTM D3161 05NK27924 02/11/2006 UL 1 1740) ASTM D3161, D3462 06CA18077 06/05/2006 UL (TST 1740) ASTM D3161,D3462 06CA18074 06/16/2006 UL 1 1740) ASTM D3161, D3462 06CA35251 10/18/2006 UL(TST 1740) ASTM D3462 06CA31603 12/01/2006 UL (TST 1740) ASTM D3161, D3462 06CA41095 12/27/2006 UL (TST 1740) ASTM D3161 07NK05228 03/13/2007 UL(TST 1740) ASTM D3161 06CA31611 04/04/2007 UL (TST 1740) ASTM D3161 06CA61148 04/09/2007 UL (TST 1740) ASTM D3161, D3462 07CA31742 11/08/2007 UL 1 1740) ASTM D3161, D7158, 03462 08CA06100 03/13/2008 UL (TST 1740) ASTM D3161, D3462 07CA55908 04/01/2008 UL (TST 1740) ASTM D3161, D3462 09CA10592 03/26/2009 UL (TST 1740) ASTM D3161,D3462 09CA06856 05/15/2009 UL (TST 1740) ASTM D3161,D7158, D3462 09NK06647 08/01/2009 UL (TST 1740) ASTM D3161, D7158, D3462 09CA27281 08/27/2009 UL 1 1740) ASTM D3161, D7158, D3462 10CA35554 03/05/2010 UL (TST 1740) ASThI D3161, D7158, D3462 IOCA13686 05/15/2010 UL (TST 1740) ASTM D3462 IOCA07264 05/27/2010 UL 1 1740) ASTM D3462 10CA11953 10/29/2010 UL (TST 1740) ASTM D3161, D7158, D3462 1ONK11951 10/30/2010 UL (TST 1740) ASTM D3161, D7158, D3462 1ONK12070 11/04/2010 UL (TST 1740) ASTM D3161, D7158, D3462 08CA06100 01/30/2010 UL (TST 1740) ASTM D3161, D7158, D3462 10CA53934 03/31/2011 UL (TST 1740) ASTM D3161, D7158, D3462 IICA48924 10/22/2011 Exterior Research and Design, LLC. Evaluation Report 01506"01.08-R8 Certificate of Authorization #9503 FL10124-R6 Revision 8: 02/06/2012 Page 2 of 4 A Wall Flashing (Sloped Roof to,Verticel Mall) 9 chirriney hashing U.�3 1Ge: e¢ S1, m.np: ' .'mnYeF na Y ! AuFhe \, a 4rr;L 3tt1"bWd j (' , 5'Ira;h.nj wr- `ot I Bob �e%rrylna rw�e.lnlht-deM, d inll;rp� eslnnddndt rwi to .s-ileul s,4iv v..,ifi ``.' t �d� rui_9 9 Op NM NdR,-, ' +yq IhWee IlP rirbAnp Ctme,n - �''' RaoArry c.,n,an 7 3 EMIR 1 O Valley Cdnistruotlon—Closed Cut 1i Valley Conitructfon=Cheri A d na er xv �nW mYi H a r r. s rn rot � t'v u,IMr 1 - A R gn�p9 t "p tk .,„,ry rYry ►':.: :5 ,..>_G!5rren.h�n>e� rt ry t y,Y, d61Mti �t-v mP- �'i, lrrvnm t'iw"inn , Precautionary Notes. Re-riooiing Tim6Rilllse' Serifs snlnyley Ii",p4,@rglnse; sell-ggallnd asphalt shlnpise. Because at due daorraf a old z,.,ll k thlgla+ a e to lemon lit glade,, sad,Willtil. wlii 5'y_all Idose, cu(ied or gttpo filihi- aheracknriallo9 of Ilea hlggll rl4nlltyy yWerproeflnu until I used, these etilndles vdll ua ntnf In cnld gplee replarn �.v lh rely; aril ('ust before apnNlfiq the rifiS tnogldp; srirlep p,a :!t r uyp cklaii;ut all lagsa, yea!nerand ller.lhls Ir hot won or, dahtis Silica Any IrrngQulerdlA5 may aloof" tbrcihpll IIW nd4f'shlnplA_si.r3d sure tlf urMerfVln9 3lihiglds, I. @undles should out tie dropped on ad je nor should attempt be nude to Separate shingles by pro, ida a smooth suriaLv!: F.as'le sere IiiUat,Qe. of 5Ulfiderit langlh tAi penotn, tr. thA WpaJ deck at Ira's4 'bf-eakln9 over .ridge_ur other bundles. 3l4 (19n1m) nr just gnough;plyv: and Folloa4 otllerabuJe hislruslions lo[ pp{IILat(bt{,_ 2. Nebula corol(IRy. Signaler can irnlfy be brnkeil In cold rdealrer ni their edges damaged In hot Nr; Sti ngles ra I be all Iled avrer rvoad .sliln leg tNhen 7ocaulidlis (lave bnaPtakeq to_ Prevldp . ... E.. .. P P .. .. weather, � - an accepl�ble smooth: sdrlaEe Tbls litcludes evtudg fiesta nld shinplaa pt �ave,,e end rakee'3nd- 3. All expasnd materials must bo of Class A NpB, Ips2alling na,v cabal eUgiiig sirlps as needBd. Makfl sunare srnamh and use deJnled wand dirlps 4: $« (rage Should be In a eoVerpti, vdogloted once-Igtrlin din tamparature 110,'r (43'C.1.Smre Irnecesee hrstall 930 dndeu3yment to malntalir,Ciasg A ratlnd. on, Ilal sullane slid use evelglil equaltattbn boards It pallep are Id be, double sfacf:ei - Shbuples least he ylotected from wesllidn yihan stqred at Job. site. bn not store neat' steam the P gtlnyi -le, sold vilk. an ell LN%10 WARPAhrP 'onty. A Copy p1. the LIMITEDN'ARRArM laling: I76 pipas, radiators, eh:,. br In sunlight: All rallad inbdUd shirt be stared oil ends. Irrmsaed iOs i ea5 t prior, l on Ih prdud.y;,apv! r bl. obtalneJ I om.GAF M1taleSials Cr!<�76rgfpri u A 'M•)sf.gal:conl. Any davhrlon bond pinlad Mal rl,¢Ik`ns -hall-be the Iavpms bdily-uI applrcakFartd a spoc(Ilnu; IMP0A1Ar;T: Repair leaks proolplly In mld adverse merle; Ineluding unsold growlh. 4^?opi riAF Mnterlale optpnrallon EtlBLLSIIhloTlm[AL122gan r t ar UL (TST 1740) ASTM D3161, D7158, D3462 IICA47919 12/03/2011 UL (TST 1740) ASTM D3161, D7158, D3462 IICA48408 12/08/2011 UL 1 1740) ASTM D3161, D7158, D3462 IICA48725 12/09/2011 UL (QUA 1743) Quality Control Inspection Report, File No. R21 05/17/2011 UL (QUA 1743) Quality Control R3915 Current 4. PRODUCT DESCRIPTION: 4A Marquis WeatherMax, Royal Sovereign and Sentinel are a fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Camelot, Camelot II / Camelot 30, Capstone, Country Mansion, Country Mansion II, Grand Canyon, Grand Sequoia, Grand Slate, Grand Slate II, Monaco, Timberline American Harvest, Timberline Armorshield II, Timberline Natural Shadow, Timberline Natural Shadow Arctic White, Timberline HD / Timberline Prestique 30, Timberline Prestique 40 / Timberline Cool Series, Timberline Ultra HD / Timberline Prestique Lifetime, Timberline Majestic / Timberline Majestic 30 and Woodland are fiberglass reinforced, laminated asphalt roof shingles. 4.3 Slateline is a fiberglass reinforced, 5-tab asphalt roof shingle. 4.4 Seal -A -Ridge, Seal -A -Ridge Armorshield, Seal -A -Ridge Impact Resistant IR, Ridglass 8, Ridglass 10, Ridglass 12 and Timbertex Hip and Ridge are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.5 ProStart Starter Strip Shingles and WeatherBlocker Starter Strip Shingles are a starter strips for asphalt roof shingles. 5. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ. 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 Wind Classification: 5.3,1 All GAF shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to Vasd = 150 mph (Volt = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.3.2 All GAF hip & ridge shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for us in all wind zones up to Vasd = 150 mph (V It = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.3.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5,4 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 9N-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 9N-3, per FBC Sections 1507.2.3, 1507.2.4 or R905,.2.3. 6.2 Starter Shingles: Exterior Research and Design, LLC. Evaluation Report 01506.01.08-118 Certificate of Authorization #9503 FL10124-R6 Revision 8: 02/06/2012 Page 3 of 4 a -F 6.2.1 Installation of ProStart Starter Strip Shingles and WeatherBlocker Starter Strip Shingles shall comply with the manufacturer's current ptubhshed instructions. 6.3 Asphalt Shingles: 6.3.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) naditis per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: ➢ Camelot, Camelot II / Camelot 30, Grand Slate II, Country Mansion II, Monaco and Woodland require minimum five (5) fasteners per shingle 6.3.2 Fasteners shall be in accordance with main ufactu rev's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. 6.4 Hip & Ridge Shingles: 6.4.1 Installation of Ridglass 8, Ridglass 10 aind Ridglass 12 asphalt shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails per side [total of four (4) nails per shingle] and asphalt roolfirrg cement. 6.4.2 Installation of Seal -A -Ridge, Seal -A -Ridge Armor -shield and Seal -A -Ridge Impact Resistant IR asphalt shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails per shingle. 6.4.3 Installation of Timbertex Hip and Ridge asphalt shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails per shingle and beads of Sonneborn NP1 Gun Grade Polyurethane Sealant, Henkel PL Roofing and Flashing Sealant or TopCoat FlexSeal Adhesive. 6.4.4 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency rioted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6,.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: Underwriters Laboratories — QUA1743; (847) 564-3281 - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Certificate ofAuthorization #9503 Evaluation Report 01506.01.08-118 FL10124-R6 Revision 8: 02/06/2012 Page 4 of 4 fq V U1 fU -- z z 0 Ul m o� o G+] Z QJ N- z uL 1 . 1`to to -•.�-I-fu 5 � lP lJ li.l LinQ M fins .... W O Q LL (� UIN } [. O Q ru rn N = fU W Ln Ul . frl I, I ul N U ® li LL IL v ■�1 L 1) N�ri 1rifftAb GENERAL NOTES: SERIES 200 NON -IMPACT SINGLE HUNG WINDOW 1) THIS PRCDUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVI IZ), 53.118•" TIP-10=TIP WIDTH - 62-1/6' BUCK WIDTH 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 52-1l8" BUCK WIDTH - ae-ve^ ANCHORS _ V SISLE LIGHT NO A g9.1/6" I 9) FOR MASONRY MATERIALS USED FOR IN ANCHOR EVALUATIONS COUNTY, USE ONLY SOUTHERN PIE COUNTY APPROVED MASONRY REQUIRED IN VISIBLE LIGHT MANCHORASONRYS. UN 78 AND CONOREpE WITHHMM KSILPBRIAONCHORRTVPEUSEE TABLIEB 6& 8, SHEET 4NE, ASTM Coo 0& 6�ETE FLANGE �,e B MAX' 3" MAK, FRAME HEAD 4) MASONRY ANCHORS MAY BE.USED INTO WOOD AS PER TABLE 6, SHEET a. ALL WOOD BUCKS LESS THAN A 0 r AL UNIT IS INSTALLED 1 RE OPTION IF DUCKS A 2" WOOD BU 3 1/ INSTALLATIONS. 5 1X NST THICK ARE TO BE CONSIDERED 1-1l2" THtT ----- DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED A$ 2X. ARE i•1/2" THICK OR GREATER. 1X AND 2X BUCKS e" MAX. FROM - --'- -'� � _ � VISIBLE L._ _ _._._-.- - (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE, WOOD BUCK DESIGN CENTER OF- 21^ LIGHT + VISIBLE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD, MEETING 78" LIONt AND INSTALLATION IS THE RESPO E - MAX. O.C. / RAIL _ TIP -TO e" MAX. O.C, 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL: Be SEYQND WALL DRESSING OR STUCCO. USE ANCHOR$ TIP OF SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 6 e, SHEET 4 & 6. NARROW JOINT SEALANT I$ USED ON ALL 77" HEIGHT - FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING - - Q STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE A BVCK ,I{ 71" HEI GHT BUCK OFTH ESE INSTRUCTIONS. l FROM 1j 8"MAX ft I -.J HEIGHT 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTER OF SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS, WOOD BUCKS, BY OTHERS, MUST BE MEETING - - / E WINDOW. RAIL / 2, BY TH LOADS IMPOSED ON I SUFFICIENTLY ANCHORED TO RESIST $ 0 1 MAX. O,C, � - 1 _ DESIGN PRESSURES. A - A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B D 3, POSITIVE DESIGN LOADS BASSO ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME MA JJJ IN ANCHORS REQUIRED 3" MAX, - ANALYSIS AND GLASS PER ASTM E1300. - IN FLANGE FRAME SILL 8" MAX, O.C. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAOS CORRESPONDING TO TYP, INTEGRAL FIN FRAME ELEVATION THE REQUIRED DESIGN PRESSURE. THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TYP. FLANGE FRAME. ELEVATION THIS PRODUCT, THE 1.0 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. (TESTED UNIT) TESTED UNIT) ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE, - 9) REFERENCES: TEST REPORTS PTL-6479; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AFSPA NDS-2006 FOR WOOD CONSTRVOTIQN AND ADM-2006 ALUMINUM DESIGN MANUAL, 10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR 4001 SERIES (FIN FRAME). - DESIGN PRESSURE RATING IMPACT•RATING VARIES, NOT RATED FOR TA E PAC RES NC — B &3 IMPACT IS SEE Sf�ifiET 2 INSCRIBING - _ - B USED SYINSCR HE BELOW OR SIMILAR MAY E CONFIGURATIONS SHOWN D 5......... _ 7 A D SASH ONF A$ H AZI G T M. WINDOW SHAPES- N S C GL N E A SHAPE IN A BLOCK ANO OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 & 3. CORNER ASSEMBLY..... .. 7 EXTRUSION PROFILES.... ....$ PARTS LIST ......................... .......8 I--- WIDTH --r-1 �"e" WIDTH --- ........ -- (______------ I'RODUCT ItEV1,SED I - wa onmptytng "I'm the F1a14E BaildingCo�""3 AcocPlancoi� HEIGHT JJ 10/10/11 2010 FBC NOTEBy HEIGHT ~ •'\G C 4vllam Dada Produce Cant °t= -)( %• Revised By: Dote: Revtelom * ; No. 58705 mt 117.t w-= GEVs.crNERAL NOTES & ELEVATION J ROSOWSKI OF (' =w' 1070 TEChINOLOCY DRIVE IItle: EaunulrE PROVIEWIOreEL ARCIITOPPROVIEIV/ORIEL - RADNerOPEQUAL LIIE �O:C"�•• . FLORIOP''N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 S �\ P,O. DOX i529 SIONO-\o NOKOMIS, FL 34274 Senes/Model; Scak: 5 Oru.Ng No, Ravn,• MD-SH2O0-01 A. LYNN MILLER, P.E. CERT. OF AUTH. 020295 SH-200 NTS ---�-- P.E.d 50705 — INSTALLATION DETAILS FOR FIN FRAMES EDGE EDGE DISTANCE — EDGE DISTANCE 114• MAX SHIM EDGE TYP. ANCHOR TYPE, EMBEDMENT AND DISTANCE 1(4" MAX SHIM I DISTANCE T .ANCHOR TYPE E DISTANCE PER SUBSTRATE SE YP EDGE T , TABLE 6, THIS SHEET EMBEDMENT AND EDGE 2X WOOD, SEE 2X WOOD, DISTANCE PER SUBSTRATE, —� O NOTE 2, THIS 2X WOQO, SEE NOTE 2THIS SHEET SEE NOTE SEE TABLE 6, THIS SHEET. SHEET INSTALLATION , EMBEDMENT -- OPTION 6 L F' _EMBEDMENT �_ THIS SHEET HORIZONTAL SECTION C-C 2X WOOD, 8 CURVED HEADER EDGE ___,`_ EDGE - - INSTALLATION BI$TANCE - `.. �- ---- -•—DISTANCE SEE NOTE 2, 41 27 -�..T� THIS SHEET 28 ANCHOR (SCREW) ��J'� j�•--� T I 12 51 10 EMBEDMENT EDGE - 1 D THROUGH THE FIN EDGE yII I DISTANCE 1 DISTANCE Ji EMBEDMENT ` 114" MAX SN 1. 114" MAX SHI J _ 1 C8� TYP. ANCHOR TYPE, 38 �-.- EMBED ISTANC D TYP. ANCHOR TYPE, _ _ _-_ EDGE DISTANCE - • INSTALLATION 6 PER SUBSTRATE, EMBEOMENi'ANDEDGE _ 24 - SEE TABLE 6, THIS j DISTANCE PER SUBSTRATE. INSTALLATION =_-- = - OPTION B ANCHOR 1 1 64 INSTALLATION SHEET. INSTALLATION SEE TABLE 6, THIS SHEET. OPTION 5 - 32 - -�� - (NAIL) THROUGH THE FIN VISIBLE 3- INSTALLATION 43 EXTERIOR LIGHT - OPTION E ANCHOR $CRE 51) 30) STRAIGHT HEADER ( -- --- VISIBLE LIGHT WIDTH HEIGHT INSTALLATION ANCHOR THROUGH THE FIN BUCK WIDTH EGRESS FORMULAS 2g (SCREW) THROUGH THE FIN (EQUAL-LITE) WIDTH: BUCK WIDTH .3" MULLION SECTION _ - HEIGHT: BUCK HEIGHT/2 -5-13/16" 41 - DADE APPROVED MULLION, MAY BE J VERTICAL OR HORIZONTAL. MAX. - VLSI - LE LIGHT FORMULA EXTERIOR // L \ ION INSTALLATPF. $HIM. SEE SUBSTRATE (EQUAL-LITE) 2.761" OPTION 7 PROPFRTIES, TABLE 8, THIS SHEET, USE EITHER INSTALLATION WIDTH (SASH): BUCK WIDTH - 4.1/16" BUCK LATCH 1# 29) OR ANCHOR SCREWWIDTH (FIXED): BUCK WIDTH - 3" HEIGHT- 32 BOTTOM LOCK ( ) �t-�14" MAX. SHIM HEIGHT:. BUCK HEIGHT-6-1/16") / 2 (#11) TESTED THROUGH THE FIN EXTERIOR - 35 I UNIT LOCATION• WITH FIN 6-6/8" FROM REMOVED VENT END, 010 STEEL _ III 1!__ SELF -DRILLING -� 1"ABLE e; VISIBLE LIGHT HEIGHT r ILA 11 EXTERIOR V 43 -Lill 2 254" ALUMINUM/STEEL FRAMING OR STEEL 31 i 20 STUD. SEE SUBSTRATE PROPERTIES, TABLE 6, THIS SHEET. NOTES Anchor Substrate Min. Edg e Distance MIn. Embedment i 3Box Nall FTSh 55) 12 2-7/16" . 2-112"x131"Cmmon Nall P.T, Southern Pine (SG 911T 2.7/16' 2.1/2" X .146" Roofing Nall P.S Ie Pine SG = .55 .T ou h m ( ) 91 iB' _ 2-7/16" #10 Steel SMS Screw (G6) P T. Southern Pine (SG = .55) 3/4" 1.3/8" Aluminu m, 6083 "Bel Slud, Gr. 33 min. 3!8" 0.038 1 A36 Steel 3/8" 1/8" PRODUM REVISED - ai canlpiyin with 11ro Florida / 1) USE ONLY SUBSTRATE , I 1 I I MIMIMUM OF 3 THREADS BEY( THE METAL SUBSTRATE. Buildlhg Code r i/4" MAX SHIM 1 - AcevF�tee Nv /•�� 2 1i- APPROPRIATE ANCHORS LISTEDON c'Aevleed By: pate: Revblon: LYNN i� F,� iratian Onto - OJ/p _ IF .-__ FOLLOWEBOFTHISSHNDT EDGE \'X� .N F % G"�7 `�J 10/10/11 NO CHANGE t' TYP. ANCHOR TYPE FOLLOW EMBEDMENT A E •,\GF Se .•'P BY=LC EMBEDMENT AND EDGE --_ EDGE DISTANCE LIMITS. ANY P *, Aevleed By: a e. Revlelon: Miam ado Produot Con DISTANCE PER SUBSTRATE,-�•'"" "`-• DISTANCE INSTALLATION OPTION SHOWN `1'tk / Nu. 50706 SEE "FABLE $, THIS SHEET. U MAY Be USED ON ANY SIDE OF THE EDGE WINDOW, - Q if -- ® Osecsrption: Dwxn -, DISTANCE INSTALLATION — _- 2)zxWOOD FRAMING ORBVCK '`.�`• srAreoF (l,` wu, FIN FRAME INSTALLATION DETAILS J ROSOWSKI OPTION 6 - EMBEDMENT 1.1/2" THICK OR GREATER, p Z' 1070 TECHNOLOGY DRNE Rlfe: - Data: INSTALLATION ANCHOR — ', �(C •FLOR!oP' �\ N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 2X WOOD, SEE NOTE 2, THIS SHEET 3) VISIBLE LIGHT WIDTH OR HEIGHT :, tS'S E� �� P.O. BOX 1529 (NAIL) THROUGH THE FIN (ALSO REFERRED TO AS DAYLIGHT TONAL - ' ,+III ttr' NOKOMIS, FL 34274 Seriea/Model: Scare: Drawing No, Rev: OPENING) IS MEASURED FROM I' I t t SH-ZOO NTS MD-SH2O0-01 A A. LYNN MILLER, RE, VERTICAL SECTION D-D BEADING TO BEADING. CERT. OF AUTH. �i29298 - P.E.t166705 - _ INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETE/CMU CONCRETE/CMU PERANCHOR PER ANCHOR TYP. ANCHOR OPTIONAL ADDON EMBEDMENT REQUIREMENT 13 REQUIREMENT �� TYPE, INSTALLATION FLANGE @HEAD, (3 J-� - EMBEDMENT AND SILL &JAMBS \ OPTION 1 T_ 1/4" MAX 41 - EDGE DISTANCE CURVED HEADER - SHIM 27 IN91TCURV ON INTO WOOD EDGE/ PER TASUBSTRATE,, _ _ DI9 ANCE 12 \B1 1p SEE TABLE S, 2X. SEE NOTE 2, THIS SHEET. `— --� �- i I THIS$HEET. EMBEDMENT -1— -- -- _ TYP, ANCHOR TYPE, _ .. •^ - 35 EMBEDMEN T 1/4 EMBEDMENT .-. __- EDGE 1/4"MAX MAX JJ - - DISTANCE SHIM AND EDGE TYP. ANCHOR TYPE, SHIM gISTANCE PER 24 q_ _ 3 SUBSTRATE, -- - ---- EMBEDMENT AND SEE TABLE 5, EDGE DISTANCE 1 32 1.4s6^ THIS SHEET. + PER SUBSTRATE, 43 64 EXTERIOR INSTALLATION J SEE TABLE 5, THIS I INSTALLATION I 38 INSTALLATION I��Tl OPTION 3 SHEET. OPTION t V VISIBLE STRAIGHT HEADER OPTION 2 VISIBLE LIGHT WIDTH INSTALLATION ANCHORS LIGHT - INSTALLATION ONTO INSTALLATION BUCK WIDTH - - THROUGH 1X BUCKSTRIP HEIGHT 61 WOOD 2X. NO ANCHORS ANCHORS DIRECTLY TIP -TO -TIP WIDTH - INTO MASONRY, 30 REQUIRED AT HEADER, INTO MASONRY. HORIZONTAL SECTION A -A T I / 20 EGRESS FORMULAS 1/4" MAX. SHIM #12 STEEL I 41 SELF-ORILL[NO SMS (05), SEE TABLE S.-THIS _ SHEET (--`--r BUCK EX ERIOR USE EITHER - HEIGHT LATCH(#29)OR INSTALLATION BOTTOM LOCK OPTION 4 TIP -TO -TIP 32 (#11), TESTED INSTALLATION HEIGHT I UNIT LOCATION: ANCHORS 6-5/8" FROM DIRECTLY INTO \ 84 I VENT END. METAL. VISIBLE (3� LIGHT HEIGHT I I 34 DADE APPROVED MULLION, I III ALUMINUM, STEEL FRAMING OR EXTERIOR -- - - I 1 STEEL STUD. SEE SUBSTRATE Aluminum, 6063•T6 Steel Stud, GL 33 min. 318" 0,0348 (2D Ga)' A38 Steel 31&' P T Southern Pine (SG , EQUAL-LITE) WIDTH: TIP -TO -TIP WIDTH - 4" HEIGHT: TIP -TO -TIP WIDTH/2, 6.5116" %I I IQIBL0 LIGHT FORMULAS .(EQUAL-LITE) WIDTH (SASH): TIP -TO -TIP WIDTH • 6.1116" WIDTH (FIXED); TIP -TO -TIP WIDTH - 4" HEIGHT: (TIP -TO -TIP HEIGHT- 7.1119")/2 II PROPERTIES, TABLE 5, THIS SHEET. V �4 3)_- II NOTES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 6 OF THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS, ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2.264" 31 ._ ,, 20 2) MASONRY ANCHORS MAY BE USED INTO W000 AS PER TABLE 5, THIS SHEET. ALL WOOD BUCKS LESS THAN 1.112"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS, 2X WOOD / -(,� IX WOOD SUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER, 1X AND 2X BUCKS DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE PRODUCTnVISED BUCKSTRIP, % (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK SEE NOTE 2, ENGINEER OR ARCHITECT OF RECORD. ss Ma plying Alh the Florida Gadding Coda THIS SHEET, . 3) VISIBLE LIGHT WIDTH OR HEIGhIT (ALSO �-r� Revised By: Dote: Accaptan N. ll')O1 ra — -- — — REFERRED TO AS DAYLIGHT OPENING) IS `--Ts 4 LYNN / 9!<< �' Revision: Bx nation Onto \ MEASURED FROM BEADING TO BEADING. 1/4'•MAX SHIM `� Pia VtCENSF ,.' JJ Rev7ead By: 10/10/11 Dole' NO CHANGE Revlston: uy Miami ndc Pradad Lon( ti * l NO ANCHORS REQUIRED IN CONCRETE PER ANCHOR - n '' ' * = 7 "D : ® Deecriplion: Drcwn By:. FRFLANGE AME SILL REQUIREMENT 1N ��}'• (O foil (� ' FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI - O srAr �. 1 7111a: Dore: , ! NOVENICE,OF�D34275DRIVE P.O. BOX . 34 SINGLE HUNG WINDOW INSTALLATION 05/11/11 VERTICAL SECTION B-B v; S ONAIL11 MILL NOKOMI9. FL J4274 SedeoCf`dll: Seale: _ ea MD No, R. A A LYNN E'R P.E CERT. OF AUTH, #29296 ti 200 NTS MD-SN200-01 RE.#56705 MIAMI.5ZE MIAMI-DADE COUNTY * MW`PRODUCT CONTROL. SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, Al"tD REGULATORY 11905 SW 26 Street, Room 208 AFFAIRS (PERA) I Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w,f',r.miamldade.eov/poFa PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (hI Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer wi11 incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use iaf such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-200" Aluminum Si-agle Hung Window — N.I. APPROVAL DOCUMENT: Drawing No. MD-SW,00-01, titled "Single Hung Window Installation" sheets 1 through 8 of 8, dated 05/11/11 with revisits A dated 10/10/11, prepared by manufacturer, signed and seated by Anthony Lynn Miller, P,E„ bearing, the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration data by the Miami -Dade County Product Control Section, MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent lalblel with the manufacturer's name or logo, city, state, g �' model/series, and following statement: "Miarni-Dade County Product Control Approved", unless otherwise noted herein, RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negativel-,y affecting the perfonnance of this product,_ TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process, Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shalt automatically terminate this NOA, Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -bade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety, INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 11-0614.01 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by NUmuel Perez, P.E. NOA No. 11-1013.12 INIAMt•DADE COUFtT'Y Expiration Date: September 01, 2016 Approval Date: December 08, 2011 Page 1 PGT Industries M NOTICE OF ACCE-PTANCE: EVIDENCE SUBMITTED UJ LU A. DRAWINGS 1. Manufacturer's die drawings and sections, "Single 2. Drawing No. MD-SH2O0-01, titled Hung Window Installation." Sheets 1' "• through 8 of 8, dated 0511 UI I with revision A dated 10/10/11, prepared by manufacturer, signed and waled by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Sciatic Air Pressure Test, Loading per FBC TAS 202-94 3) Water P esistance Test, per FBC, TAS 202-94 4) Forced E,Iry Test, per FBC 2411 3,2,1, TAS 202-94 along with marked -up dra ings and installation diagram of series SH-200 aluminum , single hung window, prepar-ed by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6479, specimens I tlu"u 26, dated 03/28/11, sighed and sealed by Marlin D, Brinson, P.E. (Subiti,itted i,ttider,previousNOA #11-0614e01) C. CALCULATIONS: _ 1. Anchor verification calculaucrus and structural analysis, complying with FBC-2007 and FBC-2010, dated 06/08/11 and updated on 10/07/11, prepared, signed and sealed by Anthony Lynn Miller, P',.E- 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Envirorunent, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS F. STATEMENTS 1. Statement letter of conformance to the FBC-2007 and FBC-2010, dated 10/07/11, signed and sealed by Alithia-ray Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 10-1066 issutod by BNC, dated 11/09/10, signed by Ishaq Chanda, P. E. G. OTHERS 1. Notice.of Acceptance No. 1.1-0614.01, issued to PGT Industries for their Series "SH- 200" Aluminum Single Hung Window — N.I., approved on 09I01/ d expiring on 09/01/16. ManvfTerez, P.E. Product Cont Examiner NOA No. 11-1013.12 Expiration Date: September 01, 2016 Approval Bate: December 08, 2011 E-1 - R Mal N% i P ACWababbbab 6 m g� d it �` i 'aw'sawaa D c m -16, �ti� to ___ + ba+aab i V to fU U =� �- - _ - ftl y� aab m � n y 5 `� E �1mA � � fri a,n,b°NAIVIO CAN C7t"TR3CTiON METAIS %11%11b .' `M � F..4w LC NI`I Nbaaa LGE5saE (,0) SJCLE 5fAN ENGit-__RUOF OVERHANG O O NEGAVVE:_Y O�"aa& A SPAN A5140 West Cliffon Street n OV ROOF ERHANG n m\ Tramper, FL 33639 � �\ �®� ; �' - � � cFArI " A ' t70ILL NNN.L3-14i.0 SEE NOTE 2 -- � � " z 00 \\ as � s"-� a JN oaab� \" abaaba IN ROOF --' - ROOF P .�° 2 2 d Ln r-. '='i aaaaaaab \ ��.\. tall -r60,0 _Mo FRAMING j� /J�. - uih 5 - /4 ] tF-l0 asabNab RATIING j� /�j 5 4 a u E m U lP "TRIPLE 4 ►® "QUAD ti F 9r ` ��� �aba y- ,. < ------ ------ -ALUMINUM L MINUM / - a .i s L1J� r '; �' ALUMINUM - -.% 1 / E QaN \ o� PasnA ra' +38.5 3.5 TRIM -� \ ° V Q ALUMINUM SOFFIT TRIPLE 4 (74) � �� RIh, � 7-4 o12 I.01 I F iNICK1 r �{ I `,______- -_ .\ �.�_.y- / _-_____-- - - T-40141.01J.9"h{iCKI D'J \ -..._ _ .. __ 76 +3Q.'fl -3Q.0- 1'- - L o'E . LJJ T_ r I ii / in x I CIIU W(700' NOTE: SOFFIT _1 J -- - W000 A '� LL 3 Uv SUFFI? FRAMED a _cb / /r FRAMED 1. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED Q GENERAL NpTES \ ` G o Bt THE ARCHITECT OR ENGIIrEER or RECORD SEE DEI AIL E"-J' SEF D�1Ail"'r2.12dz, - SEE DETAIL - COMMON NAIL OR .r I6' ITW CON_ REIF SCREW \ �\ & 0 (MIN. 1-1/4' EMBEDMENT) � 94' ON CENTER SEE DETAIL E -� �'� � I. 01 This product hos been evahuaied and is in compliance will) the Florida �\�•, , `� \\\��'` , ..r -- - ' �� 1 �� j - It��L �,qC� j /7_�1 �A I�R�L Q N Building Code excluding the "High Velocity Hurricane Zone" lH'✓HZ), ma4bbw:bb `� ` (} x SIDE VIC - Sbt��at E �f�AN �F- F9AF�P&�L _.___---- � +baabbab o (Shown w/ t,v�/fra mLig overhefKr) rn (5hnwn wJ 7 iss, l,an J • va, , 9) �. 2, Product anchors shall be as listed and spaced as shown on details, Anchor embedment to base maieiial shin) be beyond wall dressing or b� `'`' - TRIM r+An, AnACHeo srAPL=s r!sT.AneD z / ' W .Ui in .,.\- T O.0 (INTO WOOD n o W m a Y `��`- ba'w.b "+a �- THROUGH FASCIA IN }-y l UJ stucco. �"\��� �.' 4"" �' I - -_ ,nbA4bRab Y F� to - \\ 9 16" O,C, MAY, "'a beobbm �t+ z `HAhINEL 51 OT NNN%NNb. ae+ o O / STAPLES INSTALLED 24 O.C.00(INTO WOOD) OR T-MAIL `J 1T O,C. _ 3. Site conditions riot cover©d by this drawing are subject to further �aaM� a ry --- Or: F-CHA;JNEL CEG OR ? NA;L 12" O.C. $1APLC5 LOCATED (INTO `!LOUD �d N I (L /I�j (INTO `HOOD OR MASONRY) 2a o.c. NTO FRAMIN> oa MAsor uYl R f1 �j engineering analysis. \ bs \roy{1 N Qr NOIF� FOP SOLIARE _UT ovERHANG, \ Q ablabh, j p 4 , `�_ • a ¢ / TRIM. BOTTOM OF FASCIA FL4r AGAINST PANEL 1 �..9 r 4. Wood/CMU wall con3ITUCtlan. by others, must be designed property to bbb®ebb o (1 1. it II receive loads from the soffit and/or 2" x 2" Batton strips. ^ �abab o 1 r r- a �, 341h i. rAe UP CONTENTS �ma>bw - m o E �'•) // �y I su,PLeS INSTALLED 1 o z 9HEEi# DESCltIPTIQN eawaa.am H u - '_-- --. ��r,>BaAaa _ �IIh,.,� _ I p eL .LOT OR Typical elevatons &general hares 1 / --- - --- - _ =_---- - ---- ` as aAQn --- - D q N w 2 Panel details - ^, �� A- - s ---- - - � / I D OR MASONRY) J ^ •ttF _ - . ` T-NAIL �� 1 T O.l,. ul 3 Salfit deia!ls & design pressures �\ �'!\\ -- \ scxf, N 7.5. � \\-_' (j•/ 4 Soffit details design res;ures _ u G aC m _p C3tl1R!} 4 °�3 -- - R Ga - ----- -. It ', Sofflt detpils, design pres Tres & k?l11 of mafeTCIS __- t� \ 14012(0115-T"ICK) ' _ _ �-6Q19ID135'fflk,q O SrAPCEs !NSIALI_ED 4- FL- 120 1 9. I L-r2OiH.1 n END OF PANEL AND I q (e sr1EEr 1 cr' S ¢7 - T MAX. O.C. L _ _ _ ! l�[ �- � r I J � _ � ry��q _ - .« ___ L (SEE DETAIL 'J 5! LEE* 5) l.-- -s....i `e - _. _. ,� ..•r--- 1 - t\ (`() I I� I lib' htAX .-.i Yif)) ) h,lcv^ o i e".tilAr,. n-tia. z- �%�.�C�l�lg�SiLl��s�Ilt - a tE 1 L� 09 x B Consulting and Erigincering SPT Wdres for the Building industry - -1 5, - L� - P.O. Box 230 Yakico, FL 3 54:5 Phone 8I3.659.9 147 i DETAIL p {+ aw. IF9: Jk C " rr (�� �� '9 91 90 DETAII. re rt cHK. H11 LFS _ � Florida Board of Pwfessional Engineers C z. i:T-- R, of A-1hori-dt No. 9813 DETAIL E, --__ C7SC,Iq -- F r=h^nn- J-ra7Unllei .- _ .. FL-1201Q o SrIEEr � CF�� $Rf=FIT Alyd FLOW T01A4.e M Product: AIR FLO Ainr�ova m N sor- -tl'\ r Sub Category Manufacturer rlrrrP� r Product �ari4C�tE an _ r• Mes M rn A R ap 1 6 ,�q T - 1 --- _. "I N.'a� \\ a a "6 ° I ° Aincrican Construction hietrzlis o �nrcrs vem rt f net }'�ailS ;3Qt'tit� �T nAnRgvv 3.91 2.T1 h \ _ 4 ; ,,, • 5140 Arest Clifton street "Triple. 4'" & "Quad 4" Alum, inum Sot�fi PATiERri I ���1�3��� D ° 1 . o � 4" -__. �_., .- p ...____ Tampa, i=0e 335�E vor °m °agta 8 n E d P '• ruu,r�Er ff rr,, o ra a B { �. Mnntiaw 11.74 !di,1, MaF.xrna 111 , 4- OAS, � r; • $ o q` � - ---- __.��-..-�-e__ ---- ._. -- t2tEan4 $�ts.ri�ao.�'t<t�• 4®�oA�N a r rre. x ParrFrsa I U� ^� z 2 0 \, ITEM -_ DESCRIPTION 59ATEXIAL U I FASCIA A215 1HK. AL. 3105 - N14 -_T_-- --- - °� 1 - ALUMINUM a R n p Scope: This is a [product Evaluation report issued b R Vl! Building, E1 �Irl:3ultants, Inc. QTId Lyndon F. Schmidt,nU1.l VENT 1MAF LI CJ ll � C_...- _ .�..------ `-.--.�-- ru�rv6Mrvnns 3,Fxg 2-561 - `� p° R c 2 J' CHANF4EL .0155" 1i'iK. A',. 3105 - H24 SPAN , A a �, o - y - Y P.E. for American -. ----- ____._._----_-----__-�- ALUMIiJUri --- ----RoaFovERFIANG = n an ry Construction Metals based on Rule Chapter No. 9N-3, Meils(:Id 3d of the State of Florida Product Approval, Department of I'ATI ERN I '- C ____-__-__ _-_ '�aFa�aaIOWR f o 3 'F' H ✓; 1 -----� c Ar1NeL.oIS HK.AL.3104-FN9 ----- --- --- '-' ( ALUMINUM m 5 e \ o Community Affairs-Flarida Building Commission. - - -- hao®�� °� 5 QUAD 4 FAMEL .01 15 QR 0135 TFIICY) 1L 3105 ALUMINIUM - ___ �gaha�wh [I 0 6 TRIPLE 4 PANEL (0115 OR 0135' THICK) AL. 3105 V - ROOF i o �- AWMItdUFi FRAMiNr,�\ .,-I-t' % (st�PET3 DEIA! B N'" a a RVlI Building Consultants and Lyndon F. Schmidt, P.E. do n f five nor will acquire financial interest in the company ��o� hh f0UVffPATJERN(FULL3cALE1 #15x 1-3/4" TRIM -- --- - - --J 5.5. l `o ° ° n p manufacturing o distributing r g r s ibuting .he product or in any other er tit ' ii vol.ed in t Q t y ; he a1 praval p.ocess Of the product named herein. 25'--� ��a®tea touvERs FORMED IN SAME �� 8 8 GA. X I /4' S5 STAPLE 1 J1/ 7/8' M.N. EMBEDMENT) -- - --- - i _ yah°a vehh�� " DIRECTION AS RITES ti. _ STf El n u n a `( 9 2 X 2 BA1TEhd STRIP a2 OR BETTER �^ I.T' � WOOD G - i• I _ c -- - -- - - __ 9 10 APA 8 C- R' ' - - --- -- o 1 ORa4ehe_�-.-� GROUP EX(. N/OC7D� `-\,a - --- -- ` - 1 I OL3 PO p9T DIA. T NAIL (W`,r 5/g' MIN. °MBEDMEPJT) STEEL T-h a° \ . o 1Limitations: 76 M 04'ia� VIE�iY A-A'(4xSC:A_Ei '� P o __.______ _ ___- - n L OR \ 1 This product has been evaluated and is in com iiance with the 2010 Fforir:w Building Code /F 3 IX2vEFJICA t P g BCj excluding tile "1 ligh Velocity 144N 1, SEE RETAIL A _ WOOD 12dA3-!14" FRAMING SG10.42 S HUfriCane lCFEle", FASCIA "J"CHANtdEC ` ,. ag0���m� FI LLe:ENT-INVEP PATTERN. ° 12tX3-1/4 SHIE1,3 FRAMED --- - P'CNANNEC 5) ; --- \\ H D GAI.V. SAFE!- ATTACH W/2-8d l 1 \ - Aluminum Alam!num 3 - �- 0 4E -, H.D.GALY. STEEL -CONTINUOUS - �J Aluminum h®9a®°a a9Wgo S�Irecllon °s ribs) `�"'"' h \,� o COM.F.40N NAIL r924"OC. _--- COMMON NA.IIc - \,q°N, v \ 4 W/ 1-314" MIN. EMR 91 TOP TO ROOF FRAMING COI.--31,0IJ NAIL rr� 24" O.C. CfE DETAII,:' II - - BATTEN CL -EL 2. PFOd UCI anchors shall be as listed and spaced as showf Orl details, FnuiC'FLo'� embedment LO ba S`? rlhdteEl?l Sllal! t)F i;BjtOl;d; 4V811 dCeSS(^g .33" coveancF fRrjE- I h4�hgyNa4AN,n - - x -x, - -- 3/4 MIN. EMB, SPAN E, l v Of STUCCO,. ... C CQYER.AGF.(REFI R19 ISYI,11 �_ RUNCVi �� �'bnrpR'Aq A\ 4, � lIySIDE VIEW - DOUBLE SPAN LgATTE-N \ 4 =1.. �a_.,l I- t- / 9 i- '_i -i . Site conditions 1 iec i D! 015I.R. ` °';�° i / sn +v hvss/fren,in �nLilev ) m �c ndition not covered by draM:inq FL-i.201a-1 are sub; t to furter oirieenng analysis. Q" , .12g sJ - _. _ I �.,..] - Noe �\�,.\ STAPLES It ISTAI I FD � s-- .il AFLE�; IfJSrfiLI[D C� g o b M or' t- I] L !� f_1 w Oa°ra -=- r , END LE RAVEL AND J 4. Wood/CMI J wall construction, by others, must be designed ro - ell y to re101 lve loads T of i 2" S o ,yap �� - _ND OF PANEL AND �� _ _, Q a �w g P p ) l n the soffit and, 2° X batten traps. fl d- �9�;�n I -- - - A" n tAx, c�.c. a Q i I ov ' ni yip o 8° NAA'(. O C. �- _ ] - , o o-.,.e� 33'; L� bN�gcAm `a o I v7 EE DETAIL"It " - i-- (SF.c DETAIL 'J ') o v, ,c f 7 b5" -• fl n Q (J h a��m�,Me�' l'. ) o u- See drawing F_-1_019.1 for size and design pressure lin7itaiions. r .33` it [i l� I_] _ _ aNhyM �} '" rr _ 4 . C 2 a q it I) [I CI fl \Lo Srr arYitTcrec,`nTer;t: RIB f,Np END DETAILS , ( rE �7r, I N \`. °" I t] U U �q �� a E.' o cc,, �� ' �rY41 l]A eq � , °'° •. �\ ! o 0 o u -- _y' E9 r+ E r-------- 1� - _ _---- - - - ROOF OVERHANG !J..('C}VERAGE --_ °a Nm°r\; aoo r DETAIL 1 1 SPAN LOUVER PAITERN e„y0 ha�'> csp i 51a a .. - w n0 �� I _ - - _- SEE DETIuI G Test Pegor �4e. Test Standard T�tirs� 1.k7cradoe Silaa�d t0WV of 4 4" PITCH - - - 2 5/8" -- T---wlonl AVAI AN.E ro,R Lauveas ILOIivERS FCJRMEP IN SAME 'a �„Tpa,� ,��a �,^. c, o n _ I qp �s. x l TEL 01190073 ASTM E330-02 Testing Evaluation lab. inc. Lyndon F_ Schmidt, �� I DIRECTION AS R!BSi � hR. 74°�°�'NOc �„�T o i4 rt ��Itr�O� rr tl7 tr _... - � " IEET y .G - pUUF E I 114'frr slrld' LENG)I� VESKs r PRESSOfif (rSF) I PA 11 % SEEN m f 1 \ Na f" k ' �- �4V, COFIFINU{JUS BATTEN NOTE 2 v,- ,• 1�usrrtirA: rE:GA'fIVE I�i / o O Dia VVEn fd,_ )r� s''red t3�. dt P .. �_=-�r➢edr S_ eaPed T2fFiE d PM9dEtI__ r -L I.. ° \ `-- __- _ -- - 1_ _ -'� No L-12019 1 Ftkd Building antInc. #98 I 'COVERAGE = F (REr) dam ._._r__.._ o / i / / v I t�^ -_- - g nq Consultants, s, I (C 3'�' Lyndon F. Schmidt, P,E. '112 A A' 4 z SCA.L� I of rk'g A 1IN' sc:rE.�_M__. T.S, _- _ h i 5 �, ! � 1 I� ��.I rt Q- 4.(9PION Imo- 2.b2"---^f-,NIrnRAVA SF9F.FORlpu''Frs MT°,a a wr, s. Jk m `] ^' s'• s'- x ' \ \ I of 3, Calculations TeAaret� bh e' �r , E i (nr-4rtsl �\, waa,Ar `, `�G,�i.S / i 6� Farr rr \ \ ��� qa�. s: rs -- Anchars ` ._ T_ __ � ( � l a o q I T� Tt9LL >Erdi_ NaIgRO L VE A .kRN a _._. . - _ - - - -- ___ K f Tg t?V!'L�uiidin L+ansuttnts, tnc, (CA so a c'rechor, os !bs \\^.� "r' p�°cynic rrr. �, I 70„ q j - �/ I )FT J _ I _ Oa. 4 L. frldOn F.-rJGtim Edt, °f�- . . ��..-s (Luavern lormsd In �a FL '2D1_.' a ±._ ! - l3 (7,1.(1 � � �.--'_..` -, CMI _ 1 l r b0. _ SQUAD 4 PANEL f -r I --, -------_--- �� 'r10oo- - r- 71/11 ._--`--- ,+---- - DETAIL I \ lll� `Rii1EC o: a 4. Quality AsshencesHEcr .- - ., ?,• .r.Bd.S -54.5 _,R ch J\ • .-.-(� � \ i% �� i 5 ) SEE UFTr IL A `� { N ,•j da `.P-- _----- _ erilticat of F�articipafican issued 'av Nati<nal Acerpditaiion and na t Institute, cerfifyin that Amer6c3rs -: __.... _..-_._ ..__aTrcr ;i! ..1t _ a�!' +50,0 5C7.0 -__ f_ I- HI,_ Construction Metals is manufacturing products within a quality assuranTae P409FOM that complies with ISOJEC 17020 u i;Y4 os a and Guide 53, ��- 0-c,�.F,IAx.-- �.'no cl���lur �rinLr N,=crlrJr!�Tc� �G7IGr.lEr1 S��E ��` - DOUBLE SPA ���'�"� tr -- -- { BY E t RCH[Tl ER 1. f RCC�R(` OR ENGINE __-.._ VIEWRom. sl' JK Sh:rAm wJ tivss:/fiarrJnq nverl7arlq) -f � . `� rr ,- 12d HAII. OR 3116 ITV, COW,PETE SCRr_v,' p Arc, u, LFS - p t 1 " - jMl'!. 1 @ _4 ON CENTER aRnk hin nc,; - FL- J 2015. !� o HE,- -�___ _ N F /s s L'vnrJor7 F. Schmidt, P.E. _ FL PF No 43408 Ma 1 /13/2011 Pr' 1453 Street 1 o€ SPAN " A " - ROOF OVER HANG __.'F'AN A ROOF OVERI1APJcy !-„------SPAN A_"---� ROOF OVERHANG ROOF1D f FRAMING / \ FRAMING-, / �'� FF AM1f15-`.\ /�� � um V c� l2 \ _ , ALUMINUM �\ m ALUMINUM i_- --_�� , , _ o i FhsCIA FASCIA- 9 g TRIM T RIM m �� SOFFIT- �" CNU 01T SOFFIT CMU OR `' SOFFIT-J �� "� CT1U OR e a c r WOOD ,' W000 \ WOOD E SEE DETAIL"A ' SEE 1,7F-IAII C '-- SEE DETAIL "A" /' FRAMED FRAMED FRAhiEC? p SEEDETAIL"B" `-SI^EDETAIL U -._.- SFE DETAIL' C -� SIDE VIEW - SINGLE SPAN /F- H ANNEL SIDE VIEW - SINGLE SPAN Vs7/3-'CrtIANNELS SIDE VIEW - SINGLE SPAN 1(iEr/3-CH NPIEL. �w (Shawn .v/ tnr�/frarunq Cant lever) (shown w truss/framin cantilever (Shown w 7u fran h� / g ) / / i g rantlles'er) L DFs(rslV $fNGLI SURESf� e O 14 TRIM NAIL ATTACHED I n a i0 t7 14 - FOR SgUARF C.UT OV . RH AHG. DOD) A' t' THROUGH FASCIA - �� ��l 4TA I FS INSTALLED ' 2" U,C. (INTO by -PQSlTIVE l+IECZAi1V. - - \ NoTE: -p a 16" O.C. 1AX. N J HA NNEL SLOT OR LNAIL ta 12" �. B" + 1.0 V - iRuA BorTOM �F rA�cIA FuAT I 1 0 INTO WOOD OR MASONRY) RY - n'+- --- --- - AGAINST PANEL I ,., STAPLES f LOCATED t 77 C, INIO FRAMING-7 cl n a is +50.0 -50.0 � � \ � I f L Tall 38.-9 _;Jg�� A STAPLES I-OCA)EL I t 24 0.C. INI D FRAMING NOTE: WOOD FRAMINCI AND CONNECTIONS TO B� STAPLES INSTALLED 0 _ "- 0 ' � (% - 4 [ I� In DESIGNED BY TI fE ARCHITECT OP. ENGiNEEf; END OF PANEL AN D v _ ,e �_ `-� r � � i i Ia a - - _ 1 t N r? OF RECORD -- 8"MAX.O.C. T a , \ ^ 2� �8X Y nv 'I 4 (SEE DETAIL "} " SHEET 5) \ \ ~ !� v 1, 1 1!8" hiA:Y g� / ill MAC J (ai _ DETAIL `{ _ DETAIL rr C rr - F -� \ I FOSCICI / 7 i L ; -i ---„ Ra �I .. _ p Z 1iFT ' � , . � � � 1-Ca➢+7nnirl � �h� '7 a 15 _ c i l n f '1 I ,rAPLE„ fhlSLAt.,ED 5' 2a O.C, (INTU Yf h. �, I"MAX. ' , � r - ON F-CHANNEL LEG OR T-NAIL 4 IT O.C. A I L r - I n ttnre a /D9 o / (INTO WOOD OR MA$ONRY) (API J IhISTAIf_FD � I o. N V . i000) -_ _ aT. IN -LCH. NNO SLOT OR T NAIL 17 O C. _4' i �_ S1APL P INSTALLED 77 O.C. (INTO WOOD) q �� c11� s 7 DETAIL 5 } 1/8" FIv\;( IN Fit..4NNEL _LOT OR T-NAIL rPJ 1 _' O I _- ;IIJTO'INCJODORMASONRY) c K a LrS 3 DETAIL CtTarrlal fir. 99 i! J 4 rC:•-i0 1I -i 20119.' ' FChanne( -" sHEFr nI --- _ ------ --- - --- ---- --- -- -- - ---- _: -_ - __ - - --- - - --- --___� t IMES Evaluation Report -106 Reissued May 1, 2010 This report is subject to re-examinatfon in two years wwwJcc-es.orq 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the international Code Council® DIVISION: 07 00 00-THERMAL AND MOISTURE construction types over approved sheathings capable of PROTECTION supporting the imposed loads, including but not limited to Section: 07 46 33-Plastic Siding positive and negative transverse wind load; and as closures on the underside of exterior roof eaves (soffits). REPORT HOLDER: 3,0 DESCRIPTION CERTAINTEED CORPORATION The vinyl sidings and soffits are extruded from polyvinyl 803 BELDEN ROAD chloride (PVC) resins. The siding panels conform to the JACKSON, MICHIGAN 49203 requirements of ASTM D 3679 and are formed with an (800) 233-8990 upper edge having nail slots and a lower edge that hooks A Lcertainteed.com into the upper edge of the lower course. The accessory items, used to detail the application of the product as an EVALUATION SUBJECT: exterior wall covering, are of the same material. CERTAINTEED VINYL SIDING AND SOFFIT All panels are designed with receiving legs and a nailing tl8-inch-by-%-inch flange with a 1 (28.58 trim by 9.53 mm) ADDITIONAL LiSTEES: prepurtched elongated nailing slot spaced 2 inches (50.80 mm) on center. All siding panels used in horizontal VINYL CARPENTRY applications have weep holes prepunched at a minimum of 750 EAST SWEDESFORD ROAD 18 inches (457.2 mm) on center on the underside to VALLEY FORGE, PENNSYLVANIA 19482 provide ventilation and drainage. (800) 233-8990 The panels are available in different colors with smooth finish or embossed with a matt or wood -grain texture. The VYTEC panels range in thickness from 0.036 inch to 0.50 inch 750 EAST SWEDESFORD ROAD (0.91 mm to 1.27 mm). VALLEY FORGE, PENNSYLVANIA 19482 The accessory shapes include a fascia, "F" shaped trim, (800) 233-6990 "J" shaped trim, drip cap, starter strips, inside/outside comers, quarter round soffit molding, undersills, soffit cove WOLVERINE SIDING SYSTEMS trim, and "H" divider bar. The thicknesses of accessories 750 EAST SWEDESFORD ROAD range from 0.040 to 0.050 inch (1.02 to 1.27 mm). VALLEY FORGE, PENNSYLVANIA 19482 Refer to Table 1 for panel thicknesses, lengths and (800) 233-8990 profiles within the scope of this report. 1.0 EVALUATION SCOPE 4,0 INSTALLATION Compliance with the following codes: 4.1 General: ® ■ 2009 International Building Code (IBC) Installation of the system, including the panels, corners, starter strips, trim and other accessory items, must be ■ 2009 International Residential Code (IRC) installed in accordance with IBC Section 1405.14 or IRC ■ Other Codes (see Section 8.0} Section R703.4, as applicable, ASTM D 4756, the manufacturers published installation instructions, the Properties evaluated: and this report. ■ Exterior veneer 4.2 Siding Installation: ■ Wind load resistance -transverse u s ailed over solid plywood structural sheathing complying with DOC PS 1, or Exposure 1 ■ Types I, II, III and IV (noncombustible) construction oriented strand board (OSB) sheathing complying with ■ Fire -resistance -rated construction DOC PS 2, covered with an approved water -resistive barrier as required by the applicable code. 2.0 USES The method of application of the siding is by first CertainTeed vinyl sidings, which are also sold under the installing a starter strip horizontally, along the bottom of the brand names Wolverine, Vytec and Vinyl Carpentry, are building matching the lowest corner of the building. The used as exterior wall coverings on buildings of all starter strip is then nailed to the building every 8 inches ]CC -ES Evaluation Reports are not to be construed as representing aesthetics or onv other auributes not specifically addressed, nor are thev to be construed ' as an endorsement of the subject of the report or a recommendation for its use. There is no aarrontr by ICC Evahration Service, LLC, to atn7 f nding or other matter in this report, or as to ant product covered bt the report. erpr"' s or implied, as Copyright © 2010 Page 1 of 6 ESR-1066 i Most Widely Accepted and Trusted ✓ Page 2 of 6 (203.2 mm) to 10 inches (254 mm) in slots provided in the strip. The nails must be located in the center of the mechanically fastened with noncorrosive, self -tapping, slot, leaving a minimum 1/32-inch (0.8 mm) space between the 2112-inch-long (64 mm) screws with minimum 3/8-inch- diameter (9.5 mm) heads and 1/8-inch-diameter (3 mm) fastener head and the face of the vinyl nailing strip, to allow for expansion. shafts, and with minimum %7-inch-diameter (15.88 mm) nylon washers, to the exterior of a steel stud wall The inside and outside corner posts are then installed on constructed with 'lz-inch-thick (12.7 mm) gypsum wall all building corners, and accessories are installed around board on the exterior and 518-inch-thick (15.88 mm) Type X all wall openings, gypsum board on the interior. The assembly described in The first siding panel must be locked into the starter strip this section must be limited to installations exposed to and nailed to the building in the center of the nailing slots maximum basic wind speeds (3-second gust) of 100 miles every 16 to 24 inches (406.4 mm to 609.6 mm), (Refer to per hour (161 kmih) on structures a maximum of 40 feet (12 192 mm) in height under the IBC. Table 2 of this report.) The nails must be located in the center of the slot, leaving a minimum 1/32-4nch (0.8 mm) 4.6 Fire -resistance -rated Construction: space between the fastener head and the face of the vinyl 4.6.1 One -hour Fire -resistance -rated Limited Load - nailing strip, to allow for expansion. Succeeding panels bearing Wood Stud Wall: Wood studs must be nominal shall be similarly installed, locking into the panel below, 2-by-4 Douglas fir marked "STD & BTR, Doug. Fir, S-Dry," The horizontal siding panel ends must be overlapped spaced 16 inches (406 mm) on center. The wall must be 1 inch (2.54 cm) at butt joints and held 114 inch (0,64 cm) constructed with a single bottom plate and double top clear of all vertical accessory members at wall ends and Plates. The wall is a maximum of 10 feet (3.05 m) in around openings. For vertical siding panel end joint height with double 2-by-4 wood fire blocking located at treatment, refer to the manufacturer's installation 8 feet (2-44 rn) above the bottom plate, Stud cavities instructions. must be filled with 31/2-inch-thick (88.9 mm), R-11, 4.3 Soffit Installation: mineral wool insulation batts. The stud wall must be covered on the exterior with one layer of 1/2-inch-thick Siding and soffit panels may be installed as horizontal (12.7 mm), exterior gypsum sheathing, and on the interior soffits at a maximum span of 24 inches (610 mm), with end face with a single layer of 5/8-inch-thick (15.9 mm), Type joints on supports. The panels must be retained by FSW, fire-resistant gypsum wall board. The exterior wall F-channels, J-channels or aluminum or vinyl fascia caps, sheathing must be covered with a water -resistive barrier. The channels must be fastened to the fascia, nailing strip The studs are assembled with two 16d smooth box nails or solid wood sheathing at 16 inches (406 mm) on center, °3 each end. The wall board is installed vertically with 1 /4-inch-long with nails of sufficient length to penetrate the nailer 1 inch (44.5 mm), No, 6, bugle head drywall (25.4 mm) or to penetrate through the material thickness, screws spaced 8 inches (203,2 mm) on center around the whichever is less. The minimum No. 26 gage (0.019 inch) perimeter of the board and along the studs. Vertical joints aluminum fascia cap must be bent to form a minimum are staggered on opposite sides of the wall. The joints 11/2-inch (38 mm) receiving flange at comers; channels must be treated with ready -mixed joint compound and shall allow for 1/4 inch (6.4 mm) of expansion at each wall spark -perforated paper joint reinforcing tape. The siding To permit expansion, panels are measured to length and must be attached to the studs using 1'/2-inch-long cut 112 inch (12.7 mm) less. The panels are first inserted (38 mm) roofing nails with flat heads, spaced 8 inches into the wall channels and then into the fascia channels. (203 mm) on center along the stud. Each panel must be secured to the fascia or to nailing The axial load capacity of the wall is limited to a strips at a maximum of 16 inches (406 mm) on center. maximum load of 1050 pounds (476.7 kg) per stud or Adjacent panels must be interlocked. Fascia caps must 32 percent of maximum design load calculated under the then be installed over the panels, and a drip edge must be AF&PA National Design Specification for Wood placed over the cap to reduce moisture intrusion. For porch Construction (NDS), ceilings, the ceiling perimeter is framed with the J-channels or F-channels, and panel placement is as set forth for 4.6.2 Fire -resistance -rated Walls on Buildings of Type soffits. V Construction under the IBC: The vinyl siding may be installed over code-complying,exterior, fire-resistance- 4,4 Fasteners: rated bearing or nonbearing walls required to be of Type V Siding, soffits and accessories must be fastened to framing 9 construction under the IBC without affecting the hourly with either galvanized, aluminum or stainless steel nails rating of the walls. with a minimum length of 1112 inches (r 8 mm), a shaft 4,7 Wind Resistance: diameter of 0.122 inch (3 mm), and a /16-inch-diameter The design wind pressures must be determined in �11.11 mm) head. Minimum embedment into studs must be accordance with Chapter 16 of the IBC, or Section R301.2 /4 inch (19.05 mm). Corrosion -resistant staples may also of the IRC, and must not exceed the allowable values be used, where indicated in Table 2- Staples must be shown in Table 2 of this report. 16 gage, with a minimum length of 13/4 inches (44.45 mm) and a crown width of ills inch (11,11 mm), Minimum staple In areas where the basic wind speed (3-second gust) embedment into studs must be 3/4 inch (19.05 mm). does not exceed 100 mph (45 m/s) and the building height is less than or equal to 40 feet (12 192 mm) in Exposure C Accessory materials such as comers, starter strips and areas, instaltation must comply with the prescriptive trim must be fastened in accordance with the requirements of iBC Section 1465.14. manufacturer's instructions. In areas where the basic wind speed (3-second gust) 4.5 Types I, II, flu and IV (Noncombustible) does not exceed 110 mph (49 m/s) in Exposure B areas Construction: and does not exceed 90 mph (40 m/s) in Exposure C areas The vinyl siding may be installed on the exterior of or 85 mph (37 m/s) in Exposure D areas, installation must comply with the prescriptive requirements of IRC Section buildings of any type of construction when installed over R703.4. For applications in excess of the prescriptive maximum 1-inch-thick (25.4 mm) expanded polystyrene insulation requirements, the installation must be in accordance with [1 pound per cubic foot (16 kg/m3)] and IRC Section R301.2.1. ESR-1066 Most Widely Accepted and Trusted Wind resistance of the soffit panels is outside the scope of this report. Resistance to positive and negative wind loads is determined by structural capacity of the substrate. 5.0 CONDITIONS OF USE The CertainTeed Vinyl Sidings and Soffits described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 Installation complies with this report, the manufacturer's published instructions and the applicable code. In the event of a conflict between the manufacturer's published installation instructions and this report, this report governs. 5,2 The siding is limited to design wind pressures shown in Table 2 of this report. 5.3 In jurisdictions adopting the IRC, the siding must be installed in accordance with IRC Table R703.4 and limited to areas where the design wind pressure does not exceed the values shown in Table 2 of this report. 5.4 The exterior walls must be braced or sheathed to resist racking loads with approved materials in accordance with the requirements of the applicable building code. 5.5 When installation is on Types I, 119 111 and IV construction (IBC) and noncombustible construction (UBC, BNBC and SBC), and fire -resistance -rated construction, refer to Sections 4.5 and 4.6 of this report, respectively. 5.6 The siding must be installed only on exterior walls covered by a solid sheathing capable of supporting the imposed loads, including but not limited to positive and negative transverse wind loads. 5.7 The siding may be installed on buildings of any construction type under the IBC or buildings under the IRC, and at a fire separation distance of greater than 5 feet (1524 mm) in accordance with IBC Section 1406,2.1.2 or IRC Table R302.1, as applicable, 5.8 The sheathing must be covered with a water -resistive barrier, as required by the applicable code. 5.9 The siding is manufactured in Jackson, Michigan, - Claremont, North Carolina; Joplin, Missouri; and Williamsport, Maryland, under a quality control program with inspections by Architectural Testing, Inc. (AA-676). 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Vinyl Siding (AC37), dated June 2009. 6.2 Test reports in accordance with UBC 26-4, UBC 8-1, NFPA 268 and ASTM E 119. 7.0 IDENTIFICATION The vinyl sidings and soffits described in this report are identified by a stamp bearing the brand name (CertainTeed, Wolverine, Vytec or Vinyl Carpentry), the product name and style, the statement "Conforms to ASTM Specification D 3679," the statement "Conforms to UBC Standard 14-2" and the evaluation report number (ESR-1066). In jurisdictions enforcing the IBC or UBC, foam plastic insulation used for noncombustible construction must be identified in accordance with IBC Section 2603.5.6 or UBC Section 2602.2. Page 3 of 6 8.0 OTHER CODES 8.1 Evaluation Scope: In addition to the codes referenced in Section 1.0, the products described in this report were evaluated for compliance with the requirements of the following codes: ■ 2006 International Building Code° (2006 IBC) ■ 2006 International Residential Code° (2006 IRC) ■ 1997 Uniform Building CodeTM (UBC) ■ BOCe National Building Code/1999 (BNBC) ■ 1997 Standard Building Code' (SBC) The products comply with the above -mentioned codes as described in Section 2.0 through 7.0 of this report, with the revisions noted below: 8.2 Uses: See Section 2.0. 8.3 Description: See Section 3.0. 8.4 Installation: Installation must be in accordance with 2006 IBC Section 1405.13. Section 4.0 applies, with revisions as noted below. • Types I, 11, III and IV Construction (2006 IBC) and Noncombustible Construction (UBC, BNBC and SBC): See Section 4.5,except the assembly described in this section must be limited to installations exposed to maximum basic wind speeds (3-second gust) of 100 miles per hour (161 km/h) on structures a maximum of 40 feet (12 192 mm) in height under the 2006 IBC and the BNBC; maximum basic wind speeds (fastest mite) of 80 miles per hour (129 km/h) on structures a maximum of 40 feet (12 192 mm) in height in Exposure C areas under the UBC; and maximum basic wind speeds of 70 miles per hour (112 km/h) on structures a maximum of 40 feet (12 192 mm) in height in Exposure C areas under Section 1606.2 of the SBC. • One -Hour Fire -resistance -rated limited Load - Bearing Wood Stud Wall: See Section 4.6.1. • Fire -Resistance -Rated Walls on Buildings of Type V Construction Under the IBC (Type 5 Under the BNBC, Type VI Under the SBC, Type V Under the UBC): See Section 4.6.2. • Wind resistance: See Section 4.7, except design wind pressures must be determined in accordance with Chapter 16 of the UBC, BNBC or SBC, as applicable or with 2006 IRC Section R301.2.1, Under the UBC, where the basic wind speed does not exceed 80 mph (35 m/s) (fastest mile) and the building height is less than or equal to 40 feet (12 192 mm) in Exposure C areas, installation must comply with the prescriptive requirements of 2006 iBC Section 1405.13, BNBC Section 1406.3.3, SBC Section 1403.9 or UBC Section 1405, as applicable. For applications in excess of the prescriptive requirements, the installation must be in accordance with 2006 IRC Section R301.2.1.1. 8.5 Conditions Of Use: See Section 5,0, except that (Section 5.7) a fire separation distance of greater than 5 feet must be in accordance with 2006 iBC Section 704.5. ESR 1066 ` Most Widely Accepted and Trusted m.__..: _..... ., TABLE 1-VINYL SIDING AND SOFFIT PRODUCT NAME PRODUCT CODE PRODUCT STYLE �THICKNESS h) LENGTH (feet -inches) The following products are sold under the brand name CertainTeed Monogram46 33101 33110 33111 33122 33103 33125 Double 4-inch Double 4-inch Double 4-inch Double 5-inch Double 5-inch DutchLap Double 5-inch Dutchlap 0-046 0.046 0.046 0_046 0.046 0,046 12-6 12-6 12-6 12-0 12-0 12-0 Monogram 46L 33114 33139 33126 33140 Double 4-inch Double 4-inch Double 5-inch DutchLap Double 5-'inch DutchLap 0.046 0 046 0-046 0.046 16-8 20 0 16-0 20-0 Classic 36110 36119 36122 Double 4-inch Double 4'/24nch DutchLap Double 5-inch 0.044 0.044 0.044 12-6 12-1 12-0 Mainstreet 39131 39111 39110 39122 39113 39125 Triple 3-inch Double 4-inch Double 4-inch Double 5-inch Double 4-inch DutchLap Double 5-inch DutchLap 0.042 0.042 0.042 0.042 0.042 0.042 12-1 12-6 12-6 12-0 12-6 12-0 39104 Single 84nch 0.042 12-6 39102 6'/2-inch Beaded 0.042 12-4 Board & Batten 34137 Single 8 Vertical 0.048 12-6 Carolina Beaded 34138 38102 Single 8 Vertical 6'/.-inch Beaded 0.048 0.044 10-0 12-4 60106 Single 7-inch 0-050 10-1 Northwoods 60107 Single 10-inch Shake 0-050 10-0 60148 Single 94nch Shake The fnllnwir r-4, t. __ __jA 0.050 10-4 Restoration Smooth 36132 Triple 34nch Double 4'1zinch 0.044 0.044 12-136118 12-1 Classic 36110 36119 36122 Double 4 inch Double 41/2-inch DutchLap Double 54rich 0.044 0.044 0.044 12-6 12-1 12-0 American Legend Encore 40131 40110 40111 40122 40119 40102 40105 43130 43110 43122 Triple 7inch Double 44neh Double 4-inch Double 5-inch Double 4'/2-inch DutchLap 6'1z4nch Beaded Single 8-inch Triple 34nch Double 4-inch 1 Double 54mh 0.042 0.042 0.042 0.042 0.042 0.042 0.042 0.040 0.040 Q 040 12-1 12-6 12-6 12-0 12-1 12-4 12-6 12-1 12-6 12-0 43119 61110 Double 4'/2-inch DutchLap Double 4-inch 0.040 0.040 12-1 12-6 Newtown 61122 Double 5-inch 0,040 12-6 61125 Double 5-inch DutchLap 0-040 12-6 ESR-1066 ` Most Widely Accepted and Trusted TABLE 1-VINYL SIDING AND SOFFIT (Continued) Page 5 of 6 PRODUCT NAME PRODUCT CODE PRODUCT STYLE THICKNESS (inch) LENGTH (feet -inches) The following products are sold under the brand name Vytec Nantucket Double 44nch .040 12-3 Double 4-inch Dutchlap .040 12-3. Double 4'IL4nch Dutchlap .040 12-11 - Beaded Single 6'/24nch .048 12-4 Proside Double 44nch .042 12-3 Double 4'Irinch .042 12-11 Double 4'/2-inch Dutchlap .042 12-3 Single 8-inch .042 12-3 Triple 3 Triple 3-inch ,042 12-11 Prestige Double 41/24nch .044 12-11 Double 4'/24nch Dutchlap .044 12-11 Double 54rr-h Dutchlap .044 12-11 Eminence Double 4'lz-inch .046 13-4 Double 4'/z4nch .046 20-0 Double 41/2-inch Dutchlap .046 13-4 Double 41/2-inch Dutchlap 046 20.0 Board and Batten Single 6'/2 76E0 10-0 The following products are sold under the brand name Vinyl Carpentry: Triple 31/3-inch InvisVent Soffit 46228 Triple 3'/ P 3-inch Vented Soffit 0.044 12-6 Triple 3' enrich Soffit /Verticala 46229 Triple 3'/ -inch Soffit i Vertical Sidi rig 0.044 12-6 IronMax Soffit/ Vertical 47201 Double 5-inch Solid Soffit/ Vertical Siding 0.046 12-0 47205 Double 5-inch Fully Vented 0.046 12-0 Universal Soffit/ Vertical 48224 Triple 44nch Fully Vented 0.040 12-0 48216 Triple 44nch Solid Soffit/ Vertical Siding 0.040 12-0 48220 Triple 4-inch Center Vented 0.040 12-0 Beaded Soffit/ Vertical 46209 Triple 2-inch Solid Soffit/ Vertical Siding 0.039 12-6 46211 Triple 2-inch Vented 0.039 12-6 Value Soffit 49224 Triple 44nch Fully Vented 0.036 12-0 49216 Triple 4-inch Solid Soffit 0.036 12-0 49220 Triple 4-inch Center Vented 0.036 12-0 ESR-1066 ' Most Widely Accepted and Trusted Page 6 of 6 TABLE 2-ALLOWABLE NEGATIVE WIND LOADS SIDING MAXIMUM STUD' SPACING (inches) FASTENER' ALLOWABLE NEGATIVE WIND LOAD (psf) SBC BNBC IBC/IRC UBC Monogram 46 D5 16 Nail to studs 53 53 53 33 16 Staple to studs 47 47 47 29 Monogram 46 D5DL 16 Nail to studs 76 76 76 47 16 Staple to studs 49 49 49 31 24 Nail to studs 44 44 44 28 Monogram 46 D4 16 Nair to studs 91 91 91 57 16 Staple to studs 58 58 58 36 Monogram 46L D4 16 Nail to studs 87 87 87 54 Monogram 46L D5DL 16 Nail to studs 78 78 78 49 Classic D5 16 Nail to studs 67 67 67 42 16 Staple to studs 36 36 36 22 24 Nail to studs 49 49 49 31 Classic D4 16 Nail to studs 80 80 80 50 Mainstreet D5 16 Nail to studs 76 76 76 47 16 Staple to studs 38 38 38 24 24 Nail to studs 47 47 47 29 Mainstreet D5DL 16 Nail to studs 62 62 62 39 16 Staple to studs 58 58 58 36 24 Nail to studs 42 42 42 26 24 Staple to studs 36 36 36 22 Mainstreet D4 16 Nail to studs 53 53 53 33 16 Staple to studs 82 82 82 51 Carolina Beaded 16 Nail to studs 67 67 67 42 16 Staple to studs 56 56 56 35 24 Nail t° studs 36 36 36 22 24 Staple to studs 38 38 38 24 Northwoods S7 Northwoods S10 16 16 Nail to studs Nail to studs 60 42 60 42 60 42 38 26 Northwoods S9 16 Nail to studs 42 42 42 26 Board & Batten 12 Nail to sheathing 62 62 62 39 American Legend D5 16 Nail to studs 36 36 36 1 22 16 Staple to studs 33 33 33 21 American Legend D4 16 Nail to studs 60 60 60 38 16 Staple to studs 58 58 58 36 Encore D5 16 Nail to studs 44 44 44 28 16 Staple to studs 69 69 69 43 24 Nail to studs 33 33 33 21 24 Staple to studs 44 44 44 28 Encore D4 16 Nail to studs 64 64 64 40 16 Staple to studs 53 53 53 33 Newtown D4 16 Nail to studs 51 51 51 32 Newtown D5 16 Nail to studs 38 38 38 24 Newtown D5DL Triple 3-1/3 Soffit / Vertical For Slt 1 inrh = 95 d mm 1 .,mot - 16 12 n nA7n t.n_ Nail to studs Nail to sheathing 22 56 22 22 14 56 56 35 2Studs are minimum 2-by-4 wood with a minimum specific gravity of 0.42. Nails and staples must be as specified in Section 4.4. m U Z In Z - m `uJ Q 0 O. O ZCIO -__ 00 Ul 0 LLN - J _N � ' :5 y.t0 a t _ (D to ...� W in 0 �_q O fq L" 0 0- .. Q U 7- m N Q �m inn X TN o �m ut utnt FU u mIL o air■awao■rA■ri�n■ -1 4 II I „il�� :I161IIMI I -T-