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Home My WebLink About5050 13th StII 1 1 1 11 IF '1 I 11 II l'IA11h1 1 'V I I '' 1 'I I I I 0 m m�a t+1 PROPOSED FLOOR PLAN 1/4" _ 11 o11 ALL EXTERIOR WALLS ACT AS SHEAR WALLS "HESE ADDITION CONSTRUCTION DRAWINGS WERE DESIGNED TO COMPLY UITH ALL OF THE LOADING REQUIREMENTS - SECTION 1003 "STRUCTURAL" )F THE FLORIDA BUILDING CODE 2010 - EXISTING BUILDING 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 FROM THE PROJECT, THE ENSES CDESIGNER WILL IN GOOD FAITH ATTEMPT LUDING REASONABLE ATTORN To PROVIDE ERROR RISING OUT OF ORENG FREEI CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER. WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION '6" BLOCK WALLS ZPORT AND STORAGE EFFECTED BY ADDITION NOT SHOWN 1 AT THIS LOCATION 3LOCK WALL WITH 210-2 HANGER ALL THREAD ROD LOCATIONS WITH 5/8"XT" EXPANSION (1/2"BOLT SIZE) IN SLAB AT USE 1/2" COUPLING NUT TO SECURE ROD JSION BOLT, ROD TO EXTEND THROUGH 'E WITH 1/2"X2"X2" SQUARE WASHER AND IP. PLACE ROD AT EACH SIDE OF ALL EACH CORNER, AND SPACED MAXIMUM 33' 211 REVIE-W DATE ` CITY '� ZEPHYRNLLS PLANS EXAMINER _ WALL OF THE HOUSE TO ALLOW FOR THE NEW ADDITION EX 1 ST I NCB FLOOR PLAN 6X6 POST / BEAM OET,41L NOT OT SCALE O PRE-ENG, TRUSSES SIMPSON HIO SIMPSON AC& POST TO BEAM ANCHOR 14- 160 NAILS TO POST AND 14-16D NAILS TO BEAM o X 6 P.T. WOOD POST SIMPSON ABU66 W/ 12 - 16d COMMONS TO POST - (1) 5/8" X 6" ANCHOR BOLT MUST HAVE 2" MIN CONCRETE EDGE ON ALL SIDE OF POST ANCHOR 1/411_11oil 1/2" CDX OR VI6" OSB ROOF SHEATHING NAILED PER ROOF SHEATHING DETAIL WITH 8D RS NAILS, USE STEEL PLYCLIPS AND 030 FELT WITH SHINGLES, SEE TRUSS LAYOUT 2X4 WOOD SUB FASCIA WITH ALUMINUM FASCIA AND DRIP JV^RK SHALL COMPLY WITH PREVAILING ES FLORIDA BUILDING CODE, ONAL ELECTRIC.. CODE, THE CITY OF ZEPHYRHILLS INANCES 16" BLOCK WALLS RPORT AND STORAGE T EFFECTED BY ADDITION E NOT SHOWN .M AT THIS LOCATION BLOCK WALL WITH ::210-2 HANGER ENGINEERED ROOF TRUSSES 24" OC MINIMUM R-30 INSULATION IN ATTIC AREAS 1/2" CEILING TYPE DBL 2 X 4 GYPSUM BOARD ALUMINUM SOFFIT TOP PLATE TOP PLATE SPLICE MUST INIMUM 4'0" NAILED 4" OC L 12D COMMON NAILS ALUMINUM SINGLE DEL 2 X 12 02 PINE WITH ONE HUNG WINDOWS LAYER 1/2" PLYWOOD IN CENTER OVER ALL DOOR AND WINDOW OPENINGS 2X4 02 SPRUCE STUD WALL SPACED I6" CC WITH 1/2" CDX OR 1/16" OSB WALL WALL SHEATHING NAILS 3" CC ON ALL PLATES AND 6" OC ON VERTICAL STUDS. COVER WITH TYVEK HOUSE WRAP AND VINLY LAP SIDING R-11 INSULATION IN WALLS WITH 1/2" GYPSUM WALLBOARD. TYPICAL 4" CONCRETE SLAB WITH WIRE MESH OR FIBER MESH AND 6 MILL VISQUEEN OVER CLEAN COMPACT TERMITE TREATED SOIL SINGLE 2X4 P.T. DOTTOM PLATE SECURED TO SLAB WITH A301 ALL THREAD RODS AT 16" LOCATIONS SHOWN ON FLOOR PLAN 16"XI2" MONO FOOTINGS WITH 12" 2 EACH •5 REBAR ON CHAIRS BOTTOM OF FOUNDATION TO BE MINIMUM 12" BELOW GRADE 2X4 WOOD EXTERIOR W,4LL DETAIL 7. 3- 'sTREr:T rt NOT TO SCALE 14APL �IJ2� .s I HEREBY GERTyF1' 1NAT.I F(AXa RI G4Fti11ED YF 1� ATTACHED DESIGNS AND,#,0UNO,I'Qw Be IN COMP41A�tre"ITH CHAPTER 16, SECTION 16`PI`? `THE FLOP Q BUILDI►i(S gdQPE ASCE 1-10 FOR 139 MPWOF?00 AND,NTIRE 2010 FLORI(?A BUILDING CODE RESIMNT] L T.L. hlQQ�'i 654 P.O. B $ a t�d1i Gt1TY,��t, 33526 li"I't a11\` M U Z M Z �wo� � � o N 0 o O O co tn J - 1 m Z N H U) m U M 0 1-5 U Q z �� LLJ W m � o 0 o. N N < >- M on N co 0) M Ly Qz Q U 1-= = u- LU v? o o c W N CO M O ,m j� UJ ti) Z z � uo a w w�_z cl7 ct) z ui z Wz::3 o� i z_ cD I-- Q Z O w W V A 11J ID _O cp 1 Q 11�1 O u.i Q Q N �vl cl O O Q (v u- 3 V/ O u/ I f d I A- Ff LIVING 1B09 PORCH 1 252 PORCH 2 165 TOTAL 132�o FIG 1 OF 4 I I 11 _ - __ I If I ! N P 111° I '1 11, 111, 1 1 (,I'll 1 1 1 1 ' 11 1 I 1 11 II 1 1 1 1 1 1 v' 1 !Im I I I, GENERAL NOTES: THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2010 FLORIDA BUILDING CODE SOIL TERMITE TREATMENT: AND THE 2010 FLORIDA BUILDING CODE - RESIDENTIAL. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES T.L, HANSON A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR COMPANY: HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE. USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE FOLLOWING SUPERIMPOSED LOADS: FLOORS: GARAGE SLAB: LIVE LOAD - 40 P,S.F, LIVE LOAD - 50 P.S.F. DEAD LOAD - 10 P,S,F, DEAD LOAD - 10 P.S,F, ROOF: LIVE LOAD (TRUSS TOP CHORD) - 20 P.S.F. DEAD LOAD (TRUSS TOP CHORD) - 10 P,S,F, (15 P,6,F. WHEN TILE ROOFING IS INSTALLED) DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P.S,F. ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 1 P,S,F, WIND: BUILDING IS DESIGNED TO CONFORM TO ASCE -1-10, CHAPTERS 26 THRU 31, PER 2010 FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R301.2.1,1, AND 2010 FLORIDA BUILDING CODE SECTION 1609,1.1, WIND DESIGN ASSUMPTIONS: BUILDING EXPOSURE - S BUILDING RISK CATEGORY - II MEAN ROOF HEIGHT 30' OR LESS HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT = 1,0 ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT = ./- O,IS 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 SOIL IBEARING d COMPACTION: COMPONENT 4 CLADDING WIND LOADS ALL OTHER BUILDING ROOF OVERHANG COMPONENT ZONE LOADS LOADS I N/A +32,3/-35.3 2 -65,1 +32,3/-56.2 3 -110.6 +32,3/-89,0 4 N/A +35.3/-38.2 5 N/A +35.3/-41,2 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. HANSON SHALL NOT BE RESPONISIBLE 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.S.I. REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WI (H ASTM A-615, LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25" FOR •5 REBAR, 30" FOR "(o REBAR 4 35" FOR 01 REBAR, PLANS ARE ENGINE-ERED 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 SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS. MASONRY WALLS: CONCRETE MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-90 AND SHALL NAVE A MINIMUM F'M OF 1,500 P.S.I. MORTAR SHALL CONFORM TO ASTM C-270 AND SHALL BE EITHER TYPE M OR S. 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 *5 REBAR, 30" FOR °6 REBAR 4 35" FOR "1 REBAR. GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8", PLACED AT AN 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 P.S.I. (WHEN TESTED PER ASTM C-1019), PROVIDE CLEAN-01 T OPENINGS 02 SQ, IN,) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT, TIMBER MATERIALS: ALL TIMBER MATERIALS SHALL BE AS FOLLOWS: LUMBER UTILIZSC) IN BOTTOM PLATES, TOP PLATES, POSTS, STUD PACKS AND BEAMS SHALL BE s2 YELLOW PINE (OR BETTER). EXTERIOR AND INTERIOR LOAD BEARING STUDS SHALL BE 02 SPRUCE (OR BETTER). ALL OTHER STUDS SHALL BE "STUD GRADE" SPRUCE. EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 1/2" PLYWOOD OR 1/16 O,S.B, (2-M-W RATING) NAILED WITH SD NAILS SPACED AT 3" O,C. ALONG ALL HORIZONTAL JOINTS 4 EDGES: 6" O.G. ALONG ALL VERTICAL JOINTS 4 EDGES AND 12" O,G, ALONG ALL INTERMEDIATE STUDS. ALL LUMBER IN CONTACT WITH MASONRY WILL BE PRESSURE TREATED MATERIALS INTERIOR STUD WALLS To BE OF 2 X 4 +2 SPRUCE OR BETTER WITH SINGLE 2 X 4 P,T, PINE BOTTOM PLATE AND SINGLE 2 X 4 e2 SPRUCE TOP PLATE WITH STUDS SPACED MAXIMUM 24" OG, WALLS TO HAVE 1/2" GYPSUM BOARD EACH SIDE, WITH WALLS AT GARAGE TO HAV1S MINIMUM R-11 INSULATION I ALL PLUMBING, F..LECTRICAl AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED a, PRIOR TO REQUESTING THE FRAMING INSPECTION, IF DESIRED, EQUIVALENT CONNECTORS MADE BY ANOTHER SUPPLIER MAY BE USED IN PLACE OF THE "USP" OR "SIMPSON" CONNECTORS SHOWN. 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 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 SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 1' 6' EXISTING WALL HEIGHT IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION, DO NOT APPLY, A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR, THE SYSTEM 0' 0' _ _ _FINISH FLOO MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL, INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION BACKFILLING 4 COMPACTION ARE COMPLETE ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE-TREATEIJ (INCLUDING ANY BOXED OR FORMED AREAS) - BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF AN ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE INITIAL TREATMENT. A MINIMUM ro MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT SHALL BE REQUIRED ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION). ANY SOILS DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE BUILDING SIDEWALLS (PER FBC R318), 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 FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS. 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 LESS THAN 6 INCHES TO ALLOW FOR INSPECTION FOR FUTURE TERMITE INFESTATIONS TRUSSES: IF THE CONTRACTOR, TRUSS MANUFACTURER OR ANY OTHER DESIGN PROFEr65IONALS REVISE THE TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS T. L. HANSON 4 ASSOCIATES IS REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT, EXTERIOR WINDOWS 4 DOOR ASSEMBLIES: ALL EXTERIOR WINDOW 4 GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/152 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE. INSTALL ALL WINDOW 4 DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS TO ACHEIVE THE DESIGN PRESSURES SPECIFIED, ELECTRICAL, PLUMBING 4 MECHANICAL: IN ACCORDANCE WITH CHAPTER 411.003(2)(1) OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS, ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN (WITHIN 6 FEET OF SINKS), GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT. ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER "AFI" CIRCUIT. SAFETY GLAZING: THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES or - GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308: (U GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES. (2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE DRAIN INLET, (3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN fc0 INCHES ABOVE THE FINISHED FLOOR OR WALKING SURFACE, (4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING CONDITIONS: A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ, FT. B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF THE GLAZING, REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R305 FOR ADDITIONAL AREAS THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING, DRAFTSTOPPING: IN SINGLE FAMILY DWELLINGS, DRAFTSTOPPING SHALL BE PROVIDED (PARALLEL TO THE MAIN FRAMIMG MEMBERS) IN FLOOR/CEILING ASSEMBLIES SEPARATING USEAEILE SPACES. DRAFTSTOPPING SHALL BE CONSTUCTED SUCH THAT THE FLOOR/CEILING ASSEMBLY IS BROKEN UP INTO TWO OR MORE APPROXIMATE AREAS WITH NO AREA GREATER THAN 1000 SQ, FT, ATTIC ACCESS: ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQ, FT, AND HAVING MINIMUM 30 INCHES OF VERTICAL HEIGHT, ROUGH -FRAMED OPENING NOT TO BE LESS THAN 22 X 30 INCHES. WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC, IT SHALL BE INSTALLED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION M1305.1,3 WEST ELEVATION 1/411 _ II Oil - 12 SOUTH ELEVATION 1/411 _ 11 011 CARPORT AND BTORAGE EAST ELEVATION 1/4II � 11 011 NOT EFFECTED ARE NOT SHOWaY ADDITION CARPORT AND STORAGE NOT EFFECTED BY ADDITION ARE NOT SHOWN NEW ADDITION WALL HEIGHT TOP OF OPENINGS _ 6' S" FINISH FLOOR— - �_ _O_ O'. EXISTING WALL HEIGHT 9 1' 6" FINISH FLOOR_ - O' 0730 t{I ' y F I HEREBx�'Cw IfiP THAT I HAVE•73E1fIW THE ATTACHED D,*ESIGN$'p ROUND ��TTj TO BE IN Cb*,.LIaCE WITH CHAPTER 16, SECTION 16j)9 OF TH� )�A BL3III SIN�CODE ASCE 1-10 FOR 139-MFP1 $PEED ANDrT14E ENTIRE120I0-11-ORIDA BUILDING CODE RESITOENTIAL a 3 STATE OF A T,L!/ N9dN' °L°I��p� NO. 38654 :6,lf1172R PltlITY, FL 33826 CM � zoM z zWoC) 0 °0q Z°ti LL >0 Z D N >n m U c") G7 x LLI Q U Q z � Lu W 2 0) o < 0>0 g 0. N N L) >- M m N 00 ry Q 0, W) Q U z vi oU. W N 00 M tll Lill m 0 \0 'T z p m M Z z� U 0 Q z luz �a p ZN �zh z Z W Z \D d z O lU � z a z� EG � O 0 � 1= d lWll z z W 07 ro N m � N iJA A N f 1 CD O L z Q Q O A O wn VJ w NO Q- LIVING 909 PORCH 1 252 PORCH 2 165 TOTAL 1326 PC.$ 2OF4 r— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - I I I I ROOF TRUSS FLAN 1/411 = 11 011 2x4 CROSS -BRACING 0 RIDGE 20'-0" MAX ( 7 MEN 0 0 =I him" MIN - pe M, rdlill Bills SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL BRACING OR CROSS BRACING REQUIREMENTS REQ. MINIMUM TRU55 5RACING 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 EXF'ENSES (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 LU -rY111 Q TOP/BOTTOM CHORD GABLE END BRACING m 48" O,C, MAX FOR THE FIRST 4 ROWS OF TRUSSES (MIN 2X4 ) CONT, BOTTOM CHORD BRACING: 0'x4" MIN.) ,w 10'-0" MAX, P� 4� o' BLOCK WALLS STORAGE BY ADDITION UN ROOF EDGE m -y O RIDGE 4 � OXLu OC2pa O 0 00 0 0 a� Si 0 MA m AA In 5'-O'I �l I- I O I_ 30 L IL I m :12j GABLE END f i 1 1 PARTIAL ROOF PLAN 5 -O ZONE Oj 8d RING SHANK NAILS AT 6" O,C, AT EDGES 8d RING SHANK NAILS AT 12" O.C. INTERMEDIATE ZONES 2O (� 8d RING SHANK NAILS AT 6" O,C,, 4" O,G, 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 O 0 FOUNDATION 4 5ANITAIRY FLAN 1/411 _ 11 oil STUD SPACING L- BRACING NO L-BRACING (1) 2 X 4 L BRACING (2) 2 X 4 L 13RACING (2) 2 X 6 L BRACING 1,&" 0'-0" TO 4'5" 4'-5" TO 8'0" 8'0"- 12'0" 12`0" TO 1.&'0" 24" 0'-0" TO 4'0" 4'0" TO TO" 1'0" TO 10'0" 10'0" TO 14'0" BACKNAIL W/ (2) IOD 2 X 4 WEB BLOCKS NAILED IN BETWEEN WEBS WITH (2) 16D NAILS EACH END WITH (6) 160 NAILS AT EACH END NAIL TO 2X� 2X4 ANGLE BRACING AT 48" OC ALONG GABLE END NAIL ENDS TO 2 X 4 BLOCKING WEB BLOCKING WITH (2) I6D TOE NAILS 1/2" CEILING BOARD / NOTE, NO DROP GABLE NEEDED 2X4 OUTRIGGERS AT 24" OC — WHEN OVERHANG IS 12' OR CONNECT OUTRIGGERS TO LEgB GABLE WITH SIMPSON H2.5 MAX. 24" OVERHANG NOTE, NO L BRACING REQUIRED WHEN PEAK OF GABLE 18 4'0" OR LESS "L" BRACING TO EXTEND AT LEAST 90 9t 45 DEGREES OF WEB LENGTH ( SEE TABLE ABOVE) MAXIMUM STEP DOWN GABLE TRUSS WITH ONE LAYER 1/2" CDX SHEATHING OR 1/16' OSB NAILED WITH BD COMMON NAILS 4" OC SIMPSON LSTA24 OR EQUAL AT 2'0" OC ( TYP) 2 X 4 NAILER ATTACHED TO BOTTOM CORD OF GABLE TRUSS AND COMMON TRUSS WITH 2 EACH 120 COMMON NAILS AT EACH UPRIGHT MEMBER ON GABLE CzABLE END BRAGINrz DETAIL TYPICAL WOOD WALL BELOW \— EXISTING 1'6" BLOCK WALLS CARPORT AND STORAGE NOT EFFECTED BY ADDITION ARE NOT SHOWN 0 1 lyr I HEREB ( CET2TfFY THAD FF REYIEIUI f41E ATTACHED DESIGNS,AND FOUND IT TO191L COMELIAf WITH CHAPTER 16, SECTI0N`;JQQ9 OF THE MORIDA HUQDING�ODE ASCE 1-10 FOR 139'.R!-H;0,-EED THE ENTIRE YOYO .FWRIDA BUILDING CODE RE3IDENTaAL op , w _ T.L. HANSON!F'.l ICENSE NO, 38654 P.O. BOX 1128, DADE CITY, FL 33526 m 04 U� Zcf) z (' m Wow 0 '1 o pC Is UL >• Z N V, m U m o �a �, a ~ U Q zLu ti < W Q N a M u > - N � m N Q00 0) CM Q U O 0 = VJ T W N 00 m 0 m �C o 7 z�� O u'Z -ZLL o z w o� a3 U �z Q O o lu U dr W ,n ) � N !n �1 t1A ,Q 0 O N} W ao �t � � O z A Q Q V L all lyLu ---� m !IL (��ul O n� �i- LIVING SOS FORCH 1 252 PORCH 2 165 TOTAL 1326 FIG 3 OF 4 1 11 1 rl 11I Jl 11 1 1 li I - l I I I _ I I I 11 f" 0011 � II !;F; f11i l; 001IIIIIIIIIIIIIIIIIIIIIIIIIIIIII10. . . C (j UNG WINDO W SING LE H r_. 0 NON -IMPACT - • SERIE S 20 NOTES, S - �_15i,-) I N'tri ,�_:rn_a§ tiNERAL O -'FLORIDAFL ,) THIB PRODUCT HAS SSENDING DESIGNED $ VELOCITY HURRICANE ICANE WITH THE REQUIREMENTS OF THE -,,,,. 63A/8"' TIPAO TIP WIDTH - 52-1/6' BUCK WIDTH -' iVFIZ . 1 BUILOItJG,CODE, INCI-UD1N0 THE HIGH VELOCITY HVRRICANE ZONE( ) - - 62 i(8"BUCK WIDTH . - - 48.1lB" - VISIBLE LIGHT' IN WI ND•BOR NE DED RIS REGIONS. VLSI I USED- f8" 2) SHUTTERS ARE REQUIRED WHEN S NO ANCHORS _ 491 '� RV SON LIGHT D MA VISIBLE I VE REQUIRED w V19 0 - APPROVE[) E U RE COUNTY A R Q �- 9" MAX AMI •OADE cOU- N(:Y MI3) FOR MASONRY APPLICATIONS Ui MIAMI-DAVAL AT ONS WERE SOUTHERN PINE, ASTM C90 CONCRETE FLANGE g 3„ MAX.MM1X^ ' ANCHORS. MATERIALS USED FOR ANCHOR -VALUATIONS ET 4 $ 6. A E HEAD � - - AASONRV UNITS AND CONORETE WITI+ MIN, KSI PER ANCHOR TYPE. SEE TABLES 686. SHE FRAME -- _ 7-�-, '-)}' M A 1 0 R TABLE 8 SHEET C ALL WOOD BUCK THAN D INTO WOOD AS PER 05-112" 4UMBE.USE INSTALLED - Y AL Y ANCHORS A I ST 35 1!2" 90NRM S N MA1 . OPTIO NAL F T P E O 7}- . ARE I _ KS - _ - 1w D SUC KS _ Tlo s. x - -- I LLA N - E 1X NSTA VISIBL FCONSIDERED - B S M I{ IB -, + KARTK RO -1 V S E 2 IC F O _SUCKS L ! THICK 2 - 8' ),TAX. ID X F. J RBA ER.1X AN. - I as G T "1H CK E 1.1l2 - TE AS 2X ARE i DEPICTED LIGHT BUCKS J 1 WOOD SiOr OF 1 IOH iSUBSTRATE. LK DE E TER 2. l 7 O I ECTLY TO D BUCK CENTER NOO ITURE,1 RANSHE STRUC - O T 70" (WHEN USED) SHALL RE DESIGNED TO PROPERLY ENGINEER OR LOADS OF RECORD, MEETING / MAX. O.C. / c TIP -TO •TO 0 .. MAX. o, . OF THE ENGI NEER O P BIBILITV - 3PON IL T THE E flA \i I JS'rALLA ION IS R - - - AND t -- TIF 1 -- 1 ESSIN OOR STU CCO. USE ANCHORS LL DR EIGHT O WA H I EYON -_.._ L 1 LL BE _ - $)ANCHOR EMBEDMENT TO BASE MATERIAL 9 A 9 Y7•, - , I IS SE DON ALL ALA V 1 T S NT TABLE 5 8 SHEE T 6: NAR ROW JO h f: ON A E $L A EC IEP T S IF SEALING/FLASHING LEN T, AS P I LASH SUFFICIENT0 i A G!F OFALL SE L N 9 CK OVERALL U SEALED. 7 T" IR SHOUL D BES EA T L ANCHORS S T LA ION N S AL PB FRAME, I sco FRS OF THEN THE FOUR CORNERS ND - 1NSTAlLAT10N SHALL BE GONE BY OTHER9 ANU IS BEYO ; . _ HEIGHT /� _� DUCK 9TRA I EGY FOR WATER RESISTANCE OF J - - / OF THESE INSTRUCTIONS, ^o' MAX, FROM 1 _._ _ _ HEIGHT _ TER O F CFN E Iy TO THE __ _-1 FLUSH i SN F - ET} PR OD VCTI NOT / E 1E MEETING R LOCATION WHERE EETt - _ 8) SHIMS ARE REQUIRED A EACH ANCHOR N 1 / - SUB3TRATE. VSE SKIMS CAPADLE OF TRANSFERRING APPLIED LOA09. WOOD BUCKS, BY OTI4ER9, MUST BE M RAIL / 2a _ � / _ SUFFICIENTLY ANOHORED TO RESIST LOADS IMPOSED ON THEM SY THE WINDOW. I MAX, D.C. {I 7 7 OE41 N PRESSURES: ES• "- -._..._ . 4_ _ ---- 7 � --- -- --D A. NEGATIVE DESIGN lOAOSBnSEU ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER _8"J___ ,3"_E1360. -Bt0 ANCHORSHF UIRED MAX. ^- B. POSITIVE DESIGN LOADSBASED ON WATER TEST PRESSURE,S7RUCTURALTEST PRESSURE, FME MAX IN FLANGE FRAME SILL 6MAX-- . O.C. ANALYSIS S AND GLASS R A6TM E1300. ___ 8 THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THEWINOLOADSCORRE,iPONDINF TG TYP. FLANGE FRAME. ELEVATION - . TYP_INTEGRAL FIN FRAME ELEVATION___ THE REQUIRED DESIGNPRESSURE. THE 331/3% STRESS INCREASE HAS NOT BEEN USE[)INTHE DESIGNO _ - TESTED UNIT THE EVALUATION OF ANCHORS INTO WOOD. TESTE _R_ UNIT) ---- THIS pRO 7)VIIA THE E I LOAD DURATION FACTOR WAS USED FOR HALL MEET THE REQUIREMENTS . ` . , -� ANOHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS S OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. � I- . B) REFERENCES: TEST REPORTS FTL•6479i ELCO ULTRACON NOA; ELCo CRETEFLFX NOlr,AN61/AFSPA NOS-2005 - - FOR WOOD CONSTRUCTION AND ADM-2006 ALUMINUM DESIGN MANUAL. GUIDE I SHEETS: FRAME) OR 1 GE FR ! - 10) SHE 200 SERIES SINGLE HUNG WfNbOW WAS FQRMERLY KNOWN A9 THE 4000 SERIES (FLA J OENEMI NOTES ...... 1 . - ... 1 _ ELEVATIONS 40131 SERIF FINE A H . ELEVA .S R . M . .293 PRESSU RES DESIGN PR.. �. T NO I _ RAT 0 IMPACT RA I DE ON PRE SBURE N SI N ..... 4 A .LA 10 .F FLANGE ..... - IS I T N - - RATED FOR Ir T - NOT nT .6 N RAL FIN ES IJTEO VA INSTALLATION, I VARIES 9rALLA S 9TANG E N RE � JP ACT I .. 6 AP _ �EE 62$. QUANTITIES E SI I ANCHOR OU N _ SE ,0 __ ____ _ T . A c WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR, MAYBE USED DY IIISCRI0INO'rNE C;LA'LING DETAILS, ......... .... .. 7 Y ...-.....7 SHEETS ASSEMBLY. . ISNAPE IDI A BLOCK AIJO OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON $ EXTRUSION R ASSEM EXTRUSION FROFILE4 .....,...... 6 . PARTS LIST...... ....,...,6I WIDTH. -^.I 1-t- WIDTH -^I i-------_- _. __ _ PRODUCT ,,'ilh heF - .. .. ...- . - n,00n,plY(ngWilhtl,oFlmlth Building Cade / .. anew Nn II : 013, --- - Accc 1 -11It111 T!! -_ - ._/ - -' vrelon: Bx Irotlan rite . % 1fn - : Dole: Re / evlsed P /� / / "'N' .., Mi((FR/'. - JJ 10l10/11 2010 FBC NOTE „y�,MtJ / / HEIGHT hg- - P•AlcCoralN G 1HEIGHT tir�•.' * i - Revind �! Uot : - - / � * . No. 56705 . _ - _ ore f Br f LJ 11 �" I � / _ I a - Oenrrrptton: - L � / /, Cl`"> Ie Ii i w GENEFiAL NOTES & ELEVATION J ROSOWSKI -Q r W. - F DoU - ,� q �a'•,••. 61A 01.,-'' $j 1070 7EIOI, FOGY DRIVE Rffe: ARt:I1TOPPROVIEw10RIgL RADIU61OPE4VALLUE ; T FLOR+ ' �0\ N. VENICE, FI, 3427E GLE HUNG WIt`IDOW INSTALLATION 05/11/11 EQUALLIM PR01'IFW10T!IEL ' -" ? `�, I P.D.BOX 1528 SIN ' iv SS' \, - c . Orowlnq No, Rev; r rr,'I,, \ttvt NOKOMIS; FL 34274 S.e../Mode:: 3.w nI ll++ 5H-200 NTS �� MD SH2O0-01 A - n. LYMILLER, P.e. CERT. OF AUTH, (J20208 . I.E.it 68705 � - `,A-BILE-•L - I --- design Pressure (Ibsltt2) for Glass Type B -J, Fin & Flange Frannie MelA Uln Window Sash Height' Maximum Window Wldlhl I Haight' (see Figure A. this Sheet) (tee 19-118" 26-1/2" 33" 37" 41" 45" 49" 53-118" - 23" it-9f18" (Equal Lite) +56.0 t -90.0 -90.0 +55.0 +55.0 -90.0 -90.0 +5G,0 +66,0 +55,0' -eo,0 -90,0 -90.0 +55.0 -90.0 +66.0 , -90.0 t55.0, -90.0 +55.0 +55,D +55.0 -90.0 -90.0 -90.0 +55.0 -90.0 +56,0 -94.3 ++ 0 90.0 t55.0 -90,0 .t65,0 +G5.0 -78,0 +55.0 -81.1 +55.0 +55.0 -90.0 -72.9 -73.4 under 18-91'16" +55.0 , 1c 9?iG (Equal Lite) 37" +55.01 -90.0 +5G.0 -90.0 -90.0 +65,01 -00,0 +55.0 j -90A +55 0 I -90.0 +$6.0 -84,5 +55.OT$.0 +55.0I 72.9 over 18-9/18" undor,5.7/8" +G6,0 +55.01 -90.0 -90.0 +65.6 r tG�.OJ -80.0 +55.01 -90,0 +55.0 -90.0 +55 0. 1 •8$, 6 +55A ( -B1.8 +55.0 J •75.0 +55,0I -78.8 +55.0 1 155.0� -6B.5 -71.2 15-718" lhfu 19-3/1G" a +55.0 90.0 +'S6.0 1 -90.0 �45'5 T090 +55,0 -90.0 +56.0 -90.0 t�5.0 •87.9 i +55.0 +65.0 -71.2 38 3/6 +55:0, -90.0 +55.Oi -90.0 4-55.0 -90.0 +56.0 -87.9 +65.01 -81.8 •78.8 +5.50 75,0 +56,D •88.5 9•tf4" (Equal Llte} ____ "90,0 over19-1l4" +55.0 -90.0 -'5C-0' +55.0 -90.0 -90.0 +55.0) +55.01 •90.0 -90.0 +55,0' -90.0 +65.01 -86.6 +55.0' +55,D I -88.5 -00.2 465.0 ( -73.2 + .0 1 -6G.3 +55 0 -59.7 t under 19.9/16" 19.9lIt1" Uyu 22:5/8"' +55.0 +,,, -90,0 -90.0 +66 0 -90.0 +55.0 -90.0 +55,0 I -90.0 j55 0 -89.1 +55.0 I_78.5 +G5.0 1 70 0 +5G.01 70 0 +58 0 +55 0 53.0 --- 63A 46"'- 22-9116" (Equal Lite) +55.0 -90,0 +66.0 -"`-"I-`- -90,0 +6� -90.0 +66.0 -00.0 - - +66.0 -- i 69.3 +56.0 _78.6- - - +55Aj 663 +55.0 I = -. 597 oLsf22-9ltg` und8r 23 ti8' - +55.0 +55.0 I -g0,0. -fl0.0 +55,0' +65.0 i -90.0 -90.0 t55.o' +65.61 -90.p -86,0 +i-6 -86:5 J'S5.0 81.$ i -90.0 +5- 1 +65.0' +55 0 1 -00.2 -75.7 -$4,0 +65.0 -73.2 +5G.0 -0 .2 *65 0 1 •74.2 +55.0 .82 8 +55.0 1 -65.9 .�I -__ 1 +b5.0 - (-57J 11 •59.1 40 i 2n 1 8' __ 24-1l2" + - +55A I -9D 0 -%S '51 -90.0 -F55,0 +55,0 -90 0 { •90.0 +65.0 +55.0 -90.0 1-- +55.01 .84.0 - - 155.01 74.2 +55,0j 65.9 +55.0 _59.1 2,lill6' (Equal Lite) +65.D -90,0 +55.0 +mo -90.0 __ , -910.0 _ F56.0 •88.0 +55,0 -8t.8 +55.D I -75.7 +55.0 -69.2 +55.0 62.8 +55 0 57.7 • I over 24 9(16" under 20-13116". -'- a +55.0 +55,0 -90.0 90.0 55.0) �� -90.0 +65.0 4. -_ +55.0 -03.5 _ •90.0 +55.0' J7 __ I -55 0 +55.0' -)_--- +55.2. -74,0 83.2 455.0' -07.3 _ I�_ -1-65.0' 72 7 +55,0' •61;9 +55,U i G4.8 45§0)-56�8 +55.0' 57.8 60-5f6„ 2013/1G" lhru 24-TV16" +r -55-0 -90.0 +55.0 90.0 I• - t-90,0 __ 1 _ +55.01 -83.2 +G5.0) •72:7 -' °5G.0 ( �s.5 +55.Oj -57.8 i --- 2 4-3 4" F ual Lile 1 r5 5.0 I • O.D 9 __ r 65 0 __ 90 0 1 5 5.0 _ I - 90.0 r65,0 -90.0 -- -79.1 - +65,0 -74.0 -" - +55,0 , -67.3 -- J- 1.9 5G i -- , r- 5�. 0 -- - .8 l 66 over 24.37d" unie.r24-15118" +55,07 +55,0' II I -90.9 -07.9 +55,0 +55.0 -90,0 -75.6 +55. +55.0 -83,5 •85.7 +55.0 +55,0 -92-3 +n.0 , -60.0 +55.0 56.5 .53.2 •53.2 ' +49.f +51. 1i9.G ' +55.0 I -07.9 +53�0 1 -75.8 +b5.0 I -74 1 +55.j -74.1 +b5 O l -74.1 F66 U 1 66,5 +5G.0 ( -57 5 i -- -51.1 I-_ __ 24.15/16' lh u 30 518'' 909i15" (Equal Llie) +55,0 87,9 +5G,0I -76.8 +65.0�-7411 +55.01 -74 t f +.5- -74.i +54.OI 85.5 +66.OI 66,5 +53.0 i -57 5 4'S,5,0, 57,5 Fri t Gi 1; I G .I 51.1 ouar 30-8116' + 55.0 -87.9 F55 U 1 -75.8 ' 65.0 •74.1 7 ,1 +65,0 , - ' +55.0, , -74,0 54.5 +• +51.3 % -5 i.3 - 448.3t 48.3 under 26.31A" 3 +55.0 -83 9 +GS.D +65.0 -71.7 +65.0 +65,0 •62 0 69 4 +85.0 ' -59.9 +55A 189,4 +55 0 165 0 -67.8 -69.4 +54.51- . �__ +SS.O -64.5 +S6.O J -56 5 , so 22 -50,2 83" 25 3/4" thnl 31.6/8" 31-9116" (Fqual Lite) +55.0' +55.0 -83.9 __ 1I 83.9 +55.0 -713 I •71.7 4 65.0 -69 4 +55.0 j -69.4 +55A I •fi9.4 +55.0! -64.5 -_ - +5S 0 1 -56.5 +50 2 _ _ 50.2 __ ovar31-0l15 +55.0I -$3.g +55.01 -71.7 r + 5.01 894 +55,01 -09.4 _-_I-.4 +5591G94 +SG.OI -Pi4,5 l( t65,01 5G.5 50 0 +50.21 4 -50.2 i-•- Under 29 W4" +55,0 -68.3 I- +55,0f •56.3 1' +52,1 +52.11 I -52,1 r -a2A +nt -51.5 r ..I-- 151.5' -51.6 +51.5 i 1.+51.5' -51 5 --- -51 S +51.5 , -5L6 +51.51 -51.5 +6U.0 +5'1.5 I 51.5 _T-0B 148 4 - (-46.4 73" 25-3/4" thnl 36.5/8"' 36.91'If" (Equal Lite) +55.0 rGGA' I� -68.3 -56.3 t550' +550' •58:3 -56:3 ) +52,1' I -52.1 +51.5i -5L5 +51 5I -51.5 ) +6'1.6i -61.6 -,-__ +51.51 -61.6 _ +46, ; +46.4I -0G.4 •46A oter36-gH6" +55.0( -68.3 +56,0 •56.3 +52.ti -57.1 +51,5) -51.� +51.5 -51.5 +51.51 •515 +51.5I -51.5 under 31.3/4". +65.0 _ G2.@ +5t),$ +50,8 -60.8 -50.8 +46.3 +4G.3 -4e.3 46.3 +45,2 -45= -1 +45.2 45.fi` +45, 0 +45.0,_46,0 -48.0 +AEA 1 -06 0 1-- +4S•01 -45.0 '45 0 , 1t5.0 - -1 +4.a.0 -45.0 j 145 0 145.0 , -45.0 45.0 78" 31-314"thit,39«3 +55.0 •82.6 46.3 +45.2 +45, AAi,0 +g5.01. 46,0 +4,5,0 4$.0 145.01 �5,0 38.1/1F (equal Lite) +b ,0' 5 , -62.5 +60.8 -50.8 +46.9 (:T I lip-lo-tip din,enslons for flange winnows shown. For fin windows or buck dimensions, Subtract 1". ' Overall Sash height. For clear daylight height, subtract 3-9/16". - a Size range Includes the standard Pro•View (3-aver-2 configuration) (or the given Window Height. For overall sash wtdlh, Subtract.2-16/16" from the buck dimerislon. TABLE 2: P(LODUCT RBVISED os caulplvtMt,,I,h the Finrtdn Building Cods ,,2 Aaccplmua N,, )1'�_ 'r 71L explrm,nn lTMa t.1LL%f� Mie,al 0.dc (idea Cnlllt<�}_ L U) Z_ KQ _ TABLE.3: _ ___ -- 0 � Q !Insulated Glass Types O� o o a m C7 118" Annealed, 114' Allspoce, V8 Annealed - . O ; ?_ N a t U £ T ){ 3116" Annealed, 3/16 Airspace 1/8 Annealed � � 6 3 Q I ,IFTempered, 1f4 Airspace, 1/e' Tempered J 311 j,,,,lpered, 3118 Airspace, 118TeMPerad LU Q - -,-I � _ FE Z (l 0 U FIGURE A: SABI•I O C, M 0 -1 CROSS SECTION Z a W U (1A'ITI 11.0, GLASS) 0' Z 11, I-.-, II'I jl � D �--- I I II CD LL -= ,Z) I, g . I U) l 6 O I ASH gg � a VISIBLE LIGb11' iji II EIGH"r q � W A 5 R 7 ,, 14EIGH"r II II - -- II i' SASH HEIGHT • 3-9116' I I_ g v, v rn Ly1 I �� a�rnrq N it 11 nN .,, it I� b, r' -_- it O T it -:(,rX. u in r)- to �('_.._ 6 i ;,\0�11$iIfr,�1 - �J33 ' � 5C- _.__.__1 '1� k V/v' NOTES v -Lb .i'- , - a 1) USE TI41S TABLE FOR ALL `NINp04VS THAT ARC GLAZED WITH CLASS - t . W o ? 0 a,'; Z - "d TYPES5-J. NOT APPLICABLE WITH 1/a'AtJNEALED GLA55(Tt'PE.n). ytVI N C N0, O4f8 2) FOR SIZES NOT SHOWN. ROUND UP TO TTrF. NEXT' Ab'AILABLE WIDTH ORS l '•,< j Z -�U% C z d HEIGHT DIMENSION SHOWN ON THE TABLE. . , e{ , ' !V y 0 .t ///'' 11, I I I 0 0' 1. EDGE I INS (-ALLATION DETAILS FOR FIN FRAMES - - - -- DISTANCE EDGE DISTANCE _ -- - -- -- -- EDGE - i14" MAX SHIM -'- -�-►{ EDGE, TYP. ANCHOR TYPE, F_MAEOMENT AND DISTANCE 1I I DISTANCF,. EDGE DISTANCE PER SUBSTRATE, SEE - I�-- i14" MAX SHIM TYP. ANCHOR TYPE, TABLE THIS SHEET - _ AB 8, H 2X W000 SEE P-M AND EDGE . - _ BEDMENT JD G NOTE . I' D T 2. H S DISTANCE -PE SUBSTRATE I N E ft 2X WO �\ OD - NOTE I S LOFT �) 2X WOOD, SEE OT _ 2, THIS I SEE TABL 0 THIS SHEET. SHEEr 9EE NOTE E • _ L.LATIU N - EMBEDMENT _._ E 2 N stn I _. EMBEbtdE IT c - - - --- t THIS , E T H E 1- _ SECTION - 10RI HORIZONTAL N C C `�rlo 5 l __ I ZON A I -- -. - / . -- ---- - - - - - •xwoob 1 6 t'! HEADER E _ UH, r.0 ADE EDO - -. C EDGE - - ---- - - -� -- SEE NOTE Z � _ \ bl CE - I .� -`• 2TLA ON -� SI AN �` :, nL TI oI - IN D TANCE - 2 19 - F THI all _r S. E \ 4 _JANCIIOR (SCREW) --`--._ -C�L� „7-7 _--_` _- C=7 si �_ THRokmH THE FIN T EDGE - �. ' -- ..' -� �- EDGE � -__, ___ � �. ` EMBEDMENT I- ISTANCE - - � -1 D - -I DISTANCE - ��-- � � -- EMBEDMENT ' - -- --- _=)-- i ____ - _ L t I + YIP. MAX SHIM J -il1 n" MAY. sHlrn C8)-� TYP. ANCHOR TYPE. �--..-�--:-�1 ,- .-----t_ 39 J .. I / D IE JT N D L_ EDGE h 1 A IJ - _ = T - tt��.. _..EDGE DI9TANCF I L q TYP.ENF AND TYPE, _ _ _ i INSTALLATION 4 " I (� I 65 24 ' } M ED J 0 EDGE -...� - - ... a AN - E M t f I STRAT E PHEET. E J _ P O 0 O TI N E T' BLEB THIS I 01SEE TABPER SUBSTRATE. ATION I, - _ -__- \ ` s E A I INSTALL _ z -'- ANCHOR •- 84 INSTALLATION 7 T l-/ c F T F n SHEET. - E_ TABLE THIS A 1 SHEET. _ _ _ t � \ , - - l 6 -� 3 \' 3G � I�TALLATION. OPTION_ -- - �(A l � EXTERIOR (NAIL)TIIROUGH THE FIN VISIBLE -& OPTION E INSTALLATION (4l _ LIGHT I -- ANCHOR (SCREW) ' ,-- VISIBLE LIGHT Wit) Ill -- - o_ STflAIGNT HEADER - �. ------ HEIOHT 1- 61 l 3U TIiR00011 THE FIIJ l _ I n 1 _ INSTALLATION N/WC 10i _ __ -_- INSTAL 0 --_ .- -- - ckwlD I j FORMULAS ___ su n EGRESS 1 / C29) (SCfiEWj THROUGH THE FIN (EQUAL -CITE) - - tee.,, - - -- - 11 --- _ WIDTH: BUCK WIDTH • 3" _ 1 - 5 N SECT ON ULLI O 6" M T._� HEIGHT: U K IEIGHI'12- -13 B C 1 1 S (�I - - FD MULLION, M V_ U ION Y E y I DADE APPROVE M A B 1. �) �t �� s) 'LI' 8 VERTICAL OR HORIZONTAL MAX. VF I A FORMULAS I -{ VISIBLE LIGHT EXTER O _ - NST CATION __ I AL - - I T T - -- - .. /4' H M. SEE SUBS M E 1 S - - r _ - � --- --' - - � E UAL-LtTE n F +- ( Q _1 RL a THIS SHEET. �� PROPERTIES, T 5 )-T 2.T61" <v..J I� USE EITHER OPTION 7, ROPER .S, - - - � `-'." WIDTH (SASH); BUCK WIDTH -4-11, 8^ il,l$rALLATION _ LATCH (p 20) OR - WIDTH FIY,ED): SLICK WIDTH, 3" BUCK BOTTOM LOCK ANCHOR (.SCREW) HEu:RI .-C2� - - i/4"MAX. SHIM \ � I HEIGIIT!(BUCHHEIGHT -8-,I18"N2 (p11).-TESTED TIIROUGII THE FIN EXTERIOR CG J- )` (3�) I UNIT LOCATION! - IG - WI77 TH I'IN _-_Z_ - J 0.6lA" PROM -� r- REMOVED ---`--- ___-. 1 ENT ENO. pIU STEEL _- -- /�(R�� ! _ SELF -DRILLING � P I�-r `'-'•--�-�g--•'-'-j TABLE e: VIS BLE SMS (G6 ) / I ) 7 . {) l i LIGH T T _ _�1', 3 r _ EICI JT HTtly e-. r i 1 I 11 / / r 0 1 I S .� / I EXTERIOR 1 r _. 1 43 - -' li?1- �� :, ' - ALUMINUM/STEEL FRAMING OR STEEL 2.2r,4" (31')J - , (20> STUD. SEE STIBST RATE PROPERTIES, TABLE 6, T141S SHEET. ;// i (5) - NOTES' rROIA14" r IZFVISCD� / _.. --. - 0. cnmplyin ailh lha rlmldu I I- ' MIMIMUM OF 3 "I Hi1EA05 DE'rONO THE METAL SLIBSTRAIE. Bail llha Codu 114" MAX SI-AM 1) USE ONLY SUBSTRATE - - it I I I I I M, -- Aoc •pllmcc No,11. J j___ILAPPROPRIATE ANCHORS LISTED - �c'A iYPIN /1 ,:----Redoed 9y; Dofa: Revlelen: [;v haunch Unle01!/j S Y( n9/ _ __ . L ON TABLE e OF THIS SHEET, 11 t P ( � .. . J 7 - J - __ / I NO CHANGE 7 D E r-N^ 10 10/ 1 I----rID E G D D D .M EDME T A FOLLO W N •P' �F Y �. TYP. ANCHOR TYPE; -- r- � ` � V _ - j; EF48C•DMENT AND EDGE _ \ t EDGE DISTANCE LIMITS. ANY `t •'' * Revfced By: Dols: Revblon: Mlnm, )ndn Frndlwl Gantry DISTANCE PER SUBSTRATE, - I DISTANCE INS1'ALI.ATION OPTION SHOWN � -* , IJn, 50705 / --- THE --- - Y. USED ON ANY SIDE OF L/J -ter--_- MAY BE U - -- 11 T �7 T THIS 3 EE . SE ABLE B H E. C _ Fff__� -� EDGE WI OOV'!. -%•: Drnrn B)•: � N - - � Oeeeri ern:_ _ DISTANCE - 10 ''. a• O'_`-,®_ P _ 14 OWSKI o r e /r tu_ (IIJ f RAME ItJSTALLATION DETA L J ROS9 WO 0 FRA @ O BUCK,"� i .X O MIN R S AINST LLA I N- -____ _ A SIn1EOF�rC/_ _ - .-.E Oat OPTION ti- +- EMBEDMENT I 1.1/2' THICK OR GREAT R. On' . F4OR10? • - 1070 TEC11NO100Y DRNE ran < INSTALLATION ANCHOR 2X WOOD, SEE IJOTE 2, THIS SHEET 3 VISIBLE LIGHT WID"rIIORIIEIGIiT v'' �tS r�� N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/41/11 (NAIL) THROUGH THE FIN ALSO REFERRED TO AS DAYLIGHT S/ON/1l- \ P.O, BOX 1528 _- OpEiJItJO)15 MEASURED FROM • ,/" I littt�'\ NOIf0h11S, rl 54274 SenaefModei: cede: Drn wrnp No. Rev: VERTICAL SECTION D-U BEADING TO BEADING. rA.LYNNa1n.l-BR,p.E' CERT. OF AUTN. jJ292Bf3 SH-ZOO NTS MD-SVI200-01 A T P.E.fA 66705 _--_ - --___.__- ---- Ancl rot --- -'------ -- Substrate -T - 41 n. Cd c 9 --Mtn, - - t (lisle Ice E Dedment m - - 2 ,!2'` x .113" Box (tall .o 1 - In SG A .55 r'.T, south em P e ( ) 1/2 2-7118" nN 112 x131" Conoail P TSou ham Plne 3O�.G5) 9it0 2702 r„ R , I 2 112 x ,143 ooPo g Na I - P. T'oul am Pine sG ..76 S It ( ) 9 16 r 314" - 2.7i16' --1-3181, - ---- _ RT. Southern Plno (SG - .65) Alurninum, 8083-T5 min. 3/6" 1181, N10 61001 SMS Screw (G6) Steel SJUd, Gr. 33 min. 3B' 0.03E 1 A38Steel -1 316" . lie". INSTALLATION DETAILS FOR FLANGE.FRAMES _ CONORErelcniu CONCRETETCMU _ PERANCHOR PERANCHOR TYP ANCHOR OPTIONAL ADDON EMBEDMENT REQUIREMENT - (13 -^I REQUIREMENT '� - TYPE INSTALLATION FLANGE rlEno, _(3 }- EMBEDMENTAND --- SILL $ JAMBS - DISTANCE OPTION 1 1-- y v4^ MAx 41 (zT - \� EDGE CURVEDI(EADER ., __ E fGE __ . SHIM � PER$U08TRATE, WSTALLA7ION INTO WOOD -_ - EDGE 7 12 (6�""\ ( -\ _ �, SEE TABLE b, 2X. SEE NOTE 2, THIS SHEET: _-"'�� -- i F �.-_ _ /___ DIBTANCE f -_, r�� -\ �U_-r THIS SHEET. ._ _�� _- •-< 7 RMBEDMENT l _�� - `_ C�L.C-'�5 1 _ T .en. - - / -__ � 1 1-_ 1� _-=: - TVP. ANCHOR - _ EMBEDMENT '�-y��J1ft ..: T t - --- �` ., . �._ '---r,- f �.. �'T =�"'- -- TYPE, .:. 36 I - .j .. 19, T 7 EDGE '- U -f(j\ I IfA" EtdBEDMCNi / �� '"- �SIIIM AX J_ -- M � AND EDGE -- 2^ ?- -- ; o1 STANCE _ l SHIM DISTANCE PER 3 \._/ .`.�_r �\ TYP. ANCHORANDE �! SUBSTRA]E, I _---_ - -_ / (-/ \ EMBEDMEN �� - .- C\ \ SEE TABLE 5. 1 ��P� \/ 1 _ 1,466" EDGE DISTANCE \ 1, THIS SHEET. - '\ 3 ' \ -Y-� PER SUBSTRATE, I . (42i 64 EXTERIOR INSTALLATION -_ - �__: - SEE TABLE 6,THIS INSTALLA NON, OPION A 3 36) SHEET. OPTION 1_ INSTALLATION VISIBLE I / . STRAIGHT HEADER OPTION 2 --- VISIBLE LIGHT WIDTH -- INSTALLATION AMC110R9 LIGHT \ INSTALLATION ONTO INSTALLATION BVCK WIDTH --- THROUGH 1 x SUCK$TRIP I4EIGHT 6t) -� WOOD 2X. NO ANCHORS ANCHORS DIRECTLY - ---- TIP•1 O-TIP W1V'1 H - -- -- INTO MASONRY. r-(30) REQUIRED AT HFAOFR. INTO MASONRY. HORIZONTAL SECTION A^A - _ ,.-(29) r EGRESS FORMULAS 114" MAX. SHIM -- p12 STEEL ., SELF -DRILLING ;,>� I I~'- (41� / SMS (C5), SEE - L__ / �( �� rneLE b. THIS 2.75t^\iyN . IIr �8)\SInEET �N (I -L_.r- RUCK ll ' USE Elrms: __17 EXTERIOR INSTALLATION L ( ) 11EIOH'f - (� LATCH (p 29) OR t\Ct l \ BOTTOM LOrK � OPT ION 4 [7- ' 1 r- 32) (p11). 1 ESTEO INSTALLATION (.__. 1 TIP:rOJIP < (�_ UNITLOCATION: L -- -. (,EIGHT �^ ANCHORS I 8�6/8" FROM (3r") - � y- I :- DIREC1TA I. /. ___s_ J I ar-(6 J\ VENT EtJD. MEl'AL. % VISIBLE I 7 R-�\`-0, S /-.��)� - «< HFIGHT I 1 34 DADE APPROVED MULLION, 1 I i ALUMINUM, STEEL FRAMING OR EXTERIOR --- - �---- -- I -I-- / '11) STEF1. STUD. SEE SUBSTRATE L EQUAL LITEJ WIDTH TIP -TO -TIP WIDTH-4" HEIGHT TIP -TO -TIP WIDTW2.9-5110" VISIBLE LIGHT FORMULAS . SEOUAL-CITE . WIDTH(SASH):TN-T041 WIDTH-0.1(18" WIDTH (FIXED)• TIP -TO -TIP WIDTH • 4" HEIGHT; (Till-TO•TIP HEIGHT - 7.1110" )12 SS �lI I _ PROPERTIES. TABLE 5, THIS at irE r. \/ I ' a /% I NOTES_ (� .._ \ C 1) USE ONLY 9UBSTRATE-APPROPRIATE AIJCHORS LISTF_D 014 TABLE 5 Or Tills SI'IEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. A14Y INSTALLATION OPTION I� <S` / BROWN MAY DE USED ON ANY SIDE Or TI IE WINDOW, 2.26A" 91 --'� ---t.ZU (' -, } _ 2) MASONRY ANCHORS NIAY BE USFG INTO WOOD AS PER TABLE 5. [HIS SHEET, ALL WOOD SUCKS t.FS8 THAN 1-MVIMICK ARE TO BE CONSIDERED 1X INSTALLATIONS, 2X WOOD v�,i- - % - 2) iX W000 BUCKS ARE OPTIONAL IF UNTI IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD DUCKB DEPICTED AS 2X ARE IA/2" 7111CK OR GREATER, IX AND 2X BUCKS SUCKSTRIP, I,� / � 2, (WHEN USED) SHALT. RE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BACK DESIGN AND INSTALLATION IS THE RESPONSISILIIY OF THE PRODUCT REVISED SEE NOTE 2, II II` ENGINEER OR ARCHITECT OF RECORD. - na cnmplyhrq Wniuhe Fletrde T+115 SIIEFi UjmJl 1 Ile I I gtird< J _r_`< -._J - �_ ..- . , ,1 t 1 1 1 1 r ! _---_.-. '----- -_ - Ac el trIie No 11-10) 12 3)VISIOLE LI01 IT WI0714 OR NC-ICFI7 (ALSO \t. LFN / Revlaed R,: Dnle: Re I,InA: nehnl-Dnro� G., - -I RErERR;D TO AS DAYLIG)ir oPE1411JG) IS M N 49j '" �' V'�,_'n_,%V�,&�,-- \ ] MEASURED FROM BEADING TOBEADING. `.`\ �� '��GENB(-'I.. Fp %- JJ 10/10/11 NO CHANGE uY�' (B,ett_\iii�"))) \ �(- - Mlnmi Ledo Prndtrel L'nntT F \ 1f4" MAX 9hiIM % Rarlaed 8y: -Dole: Revra(nn; � - I.- 1 1�] TF No. 58705 * l_ 1JOANCHORS T: CONCRETE PER - `- -- Omwn P.ISOUIRED IN ANCHOR -O ', (it,�. - ® Denodpflom �" . FLANGE REQUIREMENT : )3 to�fo I) • tug FLANGE FRAME INSTAI_I_ATION DETAILS J ROSOW. F RAME SILL :(� STATt�•./[/\ - ,O F- ' ' 1070 TECHNOLOGY DRIVE Tttle: Dote: _ - -_ __�_ ,/1', .<gJ?I�r''�j\� N. vENICE, FL 34?75 SINGLE BUNG WINDOW INSTALLATION 05/11/11 �. SIGNAL E� P.O. BOX 1520 ---. ___ VERTICAL SECTION B-B rrrtll 111tr NOKOMIS, FL 34274 5edeo/Ern, Scale: rtp Na. Rev, --`--- A.r/NNMlLLER,P.E. CERT, OF AUTN, }'29256-11-200 NTS-MD-SIA2O0-01 A - .,. p.E.pG0705 I Aivinlnum, 6063•TS min, 3l6" 1/8' ` ie Stud, Gr, 33 min. 318" 0,0348 (20 Oa)` - A38 Steel "$18' . 1161, P.r, southern Pine (SG - .65) _ 1 I 13/8' MIAMI"DADE n1lnn'lt-nnnr covrJT�r : 1?=:81Li�1 PRODUCT CON'TY20L SECTION M DEPAR]TYIENT o r FERMIrTING, ENVIRONMENT, AND REGULAT04Y . 11805 SW 26 Street, Room 209 7 III AFFAIRS (I'ERA) A4inrni, Florida 33175-2474 it L9 M BOARD AND CODE AUMINISTRA'i'ION DIVISION - T (786) 315-2590 I7 (786) 315-2599 w < ( , ACCEPTANCE " o NOTICE OF ACCEPT.ANCL NOA Y t nw.minttlldade. OVI era - e u a (O a --0 Jt 7 - h I G i' Indu t ie s r s z.. Oo 1070 Technolo Drive `�• LL I . . � . I. 1I >- IUli � , - f.ri gy th Ve 4 5 44 - to Nor nice 3 rL x7_ Lc'9C:OPE: C � 'O N W I ul P rules ,.-. . ,.,� This NOA being ru l (} I4 b t t issued unde t le a �licab I u,4e I-i r t l sa Ltd reg ulations ul ti i overni t o o f g 1 a o is ra h us 4 construction C i t �•. Ta a n to t ls. The documentation submitted Has been reviewed and accepted:byMianti-Dade County PEKLt - v? w . Product. Control Sect.iott to be used in Mianii DadeZ � County atfd other areas where allowed b the Authority Having ,lurisdiction, (All,!). Y Y W < �, I This NOA shall not be valid after the expiration dlalte stated below. The Miain.i-Dade Court Product< ;� A U j I 1- County Control . , Section (in Miami Dade County) and/or the AM (.in areas other than Miami Dade Count reserve the r' Z � Y) right z (n .I to have this product or material tested for qual i-;y assurance purposes. If this product or material fail, t t Q min '1 l P p fails a perform in the accepted inanner, the inanufacture'•t• Will incur the expense of. such testing and the AHJ may � I- N r.. F to � e � � [ten drat 1 r eke to r suspend I ,. ( ova modify, o s s� nd tile use f n such r I Y , product or ntateria within their ' Y 1 [ w tttr � 1 it urisdictiolt. PIRA. P J J L. •e ewes H W Ul ' � reserves i e right, ht to revoke t acceptance -if tance if it '' , r k Its t rs detect ' n rued 'ar �- • Ill 1 b aY11 rat Dade t.outrt P Product Goittro Y d 1 �, Section that this product or material fails to meet die re uirements of the a tl' " it t" p cI Pt. !cable building code. ttn ni U 1:; This product is approved as described herein, and has been designed to Comply With the Florida Builditi - . a a) U. e ,t.c P Y K ' tl?t 0 1 Cod i t ludir)the High Velocity Hurricaue Zonle.4< g g Y (,. �: DESCRIPTION: Series "SII-200" Aluu►inurn ;5�ingle Hung Window - N.I. y - « .. . APPROVAL DOCUMENT. e Drawing - O TENT. r 1 t No: ivi0 :t1 Z I00O1 titl ed ed "Single n St a Hung Window Installation", )t , g g . Sheets t 1 L I R i I l t o r T of 8 dated ./ 1/ 1 with •ev i. ti O 1 1 t i is o A date d Ol / 1 a e I ar, L7 l 10 . 1 re r c b m ttifactitrer signed t� d r , P P Y , g li at cl sealed bAnthony Ai tho t er, T Lynn t Mrll P.1 . t ear in t:he Miami -Dade e u due . Control Y d County Product t Cot tt o Revision stare Y g' 1K Y t I' with the 1.'c w Notice of Acceptance "r t er h tlu t b an(] ex !ration date b the 'au '- 'tic p y Mt a Dade County Product Control 1 Section; . MISSILE ITV PACTRATING: None . LAl3t,`.I IN(U: Each art' it shall bear a erinanent label with the manufacturers nainc or too city, state . P Y, , n n tn(tdellseries, inch following statement: Mtaini-:[7a'de County Product Control Approved , utiless otherwise noted herein., 4 i - - REN RENEWAL WAI Of this NOA shall e considered aft'.elc b a renewal application has been filed a.td there has been . >x, no cl►;tnge in the applicable building code Iiegatively affeeting the performance of this product,. r . I ERI111NATIO.N of this NOA will occur a:(ter the ex iration date or if there has been a Ievision (it• chars e in the materials, use, and/or manufacture of the product or P rocess. Misuse of this NOA as an endorsetneilt of any product, for sales, advertising or arty other purposes shrill automatically terminate this NOA. Failure . to comply with tiny section of this NOA shall be cause for termiriation and removal of NOA. . Ami RI sEmENT: The NOA number preceded by the words; Miaini-Dade County, Florida, arid followed by the expiration date may be displayed its advertising literature. If any portion of the NOA is ' d.isplayetl, then it shall be done in its entirety- j I INSPECTION: A copy of this entire NOA shall be provided to the user by the ina'nufacti rer or its t distributors and shall be available for inspection at thejob site at the request of the building Official. This NOA revises NOA. 4 11-0614.01 and consis,N, of this page I and evidence page E-1; as well as . approve( docutnertt mentioned. above. The submitted documentation was reviewed by Manuel Perez, P.E. �: . l NOA Noi-10I3.12 itj . MIAMt•Ui4UE COUNTY . , . , Expiration Date: September 01, 20.16 „ ; Approval Date: December 08, 20.11 Page 1 . . 1 PGT Industries . . - NOTICE OF ACCEFTANCE: EVIDENCE I UBA1ITTED . A. DRAWINGS.. X. L Manufacturer's die drawings, and sections, I I 2. Drawing No. MD-SII200-01`, titled "Single Hung Window Itistallatioi " Sheets, 1 . through 8 of 8, dated 05JI 1/11 with revision A dated 10/10/11, prepared by inanufacturer, signed and staled by Anthony Lynn Miller, P.E. . B. TESTS _ 1. Pest reports o.n: 1.}Air I.tTfil:ti:atiott Test, per FBC',, TAS 202-94 C r i for 2) UiTifc itxi Static Air Pressure Test, Loading per I I3C Tt1S 202-94 3) Water Desistance Test, per FBC, TAS 202-94 4 Forced EntryTest per F 2411 3 2,1 TAS 202-94 , p BC alOng with marked -up drml Zings a.nd installation diagram of series S11-200 aluininum I.J single hung window, prepared by Fenestratioll'Testing Laboratory, lnc., Test Report No. FTL-6479, specimen,, 1. Lluu 26, dated 03/28/11, signed And sealed by .Matlin D, . Brinson, P.E. (SII ubmitted rtfnder• revious A10A #11-06.14e01) F<I# - C. CALCULATIONS: 1' Anchor verification: calculations and structural analysis, coniplying Vilith 'FBC-2007 Z and F.BC-201.0, dated 06/08,/ 1. l and updated on 1.0/07/11, prepared, signed and sealed by Anthony Lynn 1vliller, P.E. . 2. Glazing complies with. ASTM > 1300-04 . I D. QUALITY ASSURANCE 0 I. Miami -Dade Departi-nem of Perru,tt,ng, Envirotunent, arid. Regulatory Affairs (PERA). E, MATERIAL CERTIFICATIONS 1. None. . F.• F. STATEMENTS 1: _ Statement letter of cart-forin,aiice to tlae rl3C 2007 and F13C-"2010, detect l 0/07/11, LLS signed and sealed by Aiitho-ny Lynn Miller, P.E. 2e Statement letter of no finan, -ial interest, dated 10/07/1.1, signed and scaled by Anthony L . Lynn Miller, P.E. . 3. Proposal No.10-1.066 issi>lied by BNC, dated 11/09/10; signed by Ishacl C11anda, P. E, (:" OTII ERS 11 Y , -1 1. Notice of Acceptance No. 111-06I4.01, issued to P(J-1 Industries for their Seties `<SI.1- 200" A.Iur:xiirium Single: flurxg.Window - N.i., approved o.ti 09i01/ l_�tTd. expiring qn 09/01 /16. V' :; -1 - - Man erez, P.E. i Produll t Con( Examiner NOA JNo. 11-1013e12 / ExpirationDate: September 01, 2016 - Approval Date: December 08, 2011 . E -.I _ i0l (' 1: . . I . , I . . . .1; .. _ --- --- --- -- - ---- - II --- -- .-.--. I I I . I . . 1_1__� I . . . I I 1. . %. . I 1� . I i I I �� * UMMM i \�' I-" leweea\ . \1. fTl rr e NIN11 I 1 111i Ill \> \� 1w,.aw - >° d �:� , z m - 'IN�t _____________� 11 f AAIMICA.N t;t,)t{.,TRUCT014 MEi'A.L; -- r- \ m P(Pf��el aewwwy • 2 l �� 4 VE I j!J fRFS3UPE (P�F).: nn ~ j . ewwwe aaa A y e o. .51 CIR WAN tENdm - O O ,wwwwwn.wa wr.eawele % 5 ° 8 8 . `-,,i - --- -- - -. ROOFO/ERHAI , \ m - d awaweew aaweew e mrt _ - - - - -- I 5f4pef Coon Sir�.,9 a1w1Rw \>aaea g A --- SPAN A __-- ROOF o'iERNnn!c 0 Vp C,ATIVE � '. V c) � _ C F SIrJ.; ME. SEE NOTF. 2 O J r _. . . I I 0 10 Ly 1 Tumpn, FC 33b3 a ,,_ r Pnrl a ,; h g - G r ! \;;� \�\ N, - ,\\ \ § > " - - - - 0.-.--- F �Q,D --) a11.0 1 , a l! Z Z �T L \'_ NNNN%,a e ROOF - °� m f w�.neweaa u ROOM= _ ..-_- T 1 I _ - _ J \ �, ID" F6Q.D 6D.D FRAMING �\ -i i \ o 'a b ,I d C , ^yswi,heR1 --- PRAI11Nri - �. - ---' - --- -- \/ .. '' - m 1 rmp Ff ra - rr `\ - \ e1 ,- ., . \ 12^- •a50.D -80.D /� / � - _ . . _ _ Uj lP I "QUAD D ,�� \.\ ALIJMINUIt \ - - - �? _ ' : o rn t-- „ r'nSCln--� 9 E e \\ G O� FAST-ItI- _ lrt' t38.5 -aA.S- min , ,�d ° _ E a t I J7 O IRIPLF. 4 14 o Qo Trlrl - \ ._-- -�--- - - _ I.4 oI3fFli1: I tIcl(! ; ---- -` 15 +30.0 :30.00------- = Lnt o Jr qq � °o T401d (.OI:aS "M1IICY,J .Iw ` ' II _._ - - ' E p5) - - W i L_ j E � 0 tJl z "I o. z _ / F �__.. C 1100 I' tV0 E __-_ rFl T -/ I (IOC B _ QCJ - M :1 L.! - SOFFI r-: / W [ . I r -0 / FRAHEO > c LL _ . E. FRAT1EO 1. WO0D 1RA)AING AND CONHECIIONS IO BE DESIGNED _ -_. _..- -- t� .. *1 ,r '_ - ° SEE UF1All..' F .. _- / ..__.. .. .. _ , 't \ SEE DETAIL ,. G ., ---/ O GENERAL NOThS - \ et THE ARC:FBIECT OR EN :INFER Or RFCOP,U , �� . T. 12d C;OMFACH NAT OR 3116" HIN COI'ICRCIP $CREW y`- _ _ - . \�\` ^y'` \� R a (MIN.1-1/4'EdAOEDIAFNTj�240N C.EFIIld7 SEE DFr,\II"E'-- _ _ _ _, , �- tD p i fri Z N I \� Z� . aZ \ _ _%Q �� Q I I, Ihls product has been evol'ualed and Is ill dom (lance- will) Iht? Florida �., \ r p yy �\ _ _ :.,J "ya.°:ee� °;", T l� Y x s�ICFF 1lli�ltil - SINGLE f"'/lf� i19�/F-CBiJ�Bd9 1. �.��?Fr NI.EIM - s.--- S��f� fit/ 1-Ct9i�f'Itd 9 ; .* _- ._--_ __-....-._.- --- Shown W/ trues/Pramltl ovalhang) -- - r -c J Building Code exdhiding the "nigh Vehcily I lulTicane Zones" (H ✓F11). T m11,a,w e, +� w _ ...._ _ - (shn n W% Insc;l,, Inlr,g o ed,anq? ( g 9' 54I'tj 7 - � ; 2. Noducl onchois sholl be as listed and spaced as shown on deiolls, ,� � �NNN ; `F ``a ry >>_ SLAPLES IPISIALLED � '' W Li � ',. \, I ,w\�� •`„„\\\." j - r--'IRIM NNL .41fACIiEC `� �- ril \nchor embedment fio b Aso rnaierial shill! he beyond WVIJ dressing or •.J ._ ^ J tIIROu(H FASCIA 2" O.C. INTO WOOD( 3 'C ',5 �_ 1!I 8 ShJCCO. ��" ,ai,nyan ew' F=n�''',� ,,,v,^> W V, { \ / / 0I6'O.C...MAX . I1'IJ-CN,'d•INELSLOT 0 ` - _ lf, U_ 1 a,aw�,wa•e'e ! m, •`r' z 1 I/ - SfAFLE51NSi.1LLFU I/• 24" O.C. IINTQ VdOOU! - - SI P COn i i< covered ') ' I 'n - s,h ect fo further .- \ro11%%e \ , - . N \ / - - Otl r CHANNEL LEG OR 1-N:\;L '>'il I?' O.C. r PLES LOCATED tl T vloc)T iT' r i! W Nil. 1. d I ms not cove. ed L y t ll_ drawl t aln , t . j ,�1eM I / n $ A f__._ J1ruo'/ro�,o CL �_,.� �.. \ /' NOIF.,FURgr>'EIAREC!IIOVERHANCi• ( 1v UO URbnSOrl I 14 U.C..IAO.RAMIrI.. M SON itJ 4 P,'i r ' OR r • RY) c' n �) 1 III engineering analysts. \. a. \�`n o a J �. \` wanes '�>1 I �. 1 Y X- _. .��, \ \ w - T 2 - ' - TRu�A BOTTr:)n1 E!r FASCI,\ F L.M A(:AII ISI PAtJ[L ( ? .) �!'`.. - .. v 1� c hood/CfJIU wall canslliu:!iarl, by olh(irs, rnusi t:,e deli?Wed prapetiy la ".,awe',a�.1. r;�.. g o _ ! - - - . N%1,N %1w ( I 'I._ ) - . I recplve loads from Ilse soffit and/or' 2" x 2' batten slum- I - rt.,lwew �'1,\ ,,.,,: � `1 < ? \ \I . fi ---'------\ ' I p l it '- - - 1 I---------,--------------- - - - TAKE OFOfJiEFJT3 ---- - --'- roan 11\ r I - : o (" 7 'L\' 1_ - 51l81F, It IS [A n T^� ^" r _ �. eewk+r'.aa... v -- L / \\ _.__..-___.._.-_ I '�' T-r - 12 t) C.. pNro l°1COQi �; ? 0 0 t- 5lIEEi ¢ OESCRrf?IOPJ •.,a1.•m19o.ww �' .j' -- - - -r-1 o_ n I LL��J.'U .._..._..� - --._ fN r-CI INF;t.IEI SLGT OR _._ !L �-----, .. _. I 9 - -.J -" 1 1YPIcg1 elevahans.& general nole, .,.,.,,'. .,�� sM. a _I, __ ..-)-� - ..J \ o I �.--": -= _ _ - -----z �� rc rn vt w fi_._..-.-.--- ------ ---.._ . _ _......-..... ..---'----__ �; \.-a r4+,w, ey c c '� \ \\ i� TtrIL 7'O,G. .1 --- i�:;ilk Is - _ )_- 2 - panes! clsrails - - -.._.. ....:._.:. = R' \� » " ,} ,r ' I u/oy- (F ,--- (!I'll',) wcoa oR r 1AsorIR r) - 1 l� L . i _ -=__ _ -----------'- \�1 scaE N.T.S. _� i __C.-.. koc j Isoffil delails & design pressures ,k `] I --- _ .. - - -- ------ ..------ Y- --"-- ---_- \ f 1---i. 4-. 5urfit ciefails $, design pressures �; :: : o c � I, -T __-- I a°. a a ,. 1 r- --- - - ---- - - g11A4 4 q4j - - - - - $^{fit daic7s design pressures & t?III of nlalerals-- ---_- _-__.�<� / _ e _, a G-4.ol Q In 'AlrXI T i1API.FS !tVS1AL!ED B+-'' _ -__-_ I .Il• - _ .. F , °n a ,END Of PA14R AND �� - J ,I r j (10 ) (\5 (,11,.�11,) .7 c1.1 Z . 1.-1::119.1 r me-. ... } I rNEFr S - l!"MAX n I , /� I �� N,,, ,L F - ^F It1 . �_ _- . ---- -'- ..- _. . I_I / - II 5 _ _ I_ _ i.r- , as '6� . _-_--_-..,._---.-,__:-..--..---,.._..-,_-._�_,.,.., ---,.. ------------_-,_-_ _-- - ---__-.._._- - --- (SEE DEIAU. J , S! IkEi 5! . I I I i fi - r-- l ifl' M1AY,.I . . . I [ ., I J - I` MAX. � Causulting end t?ngincei'ilig Se1-vb' .Cs for the Building inihistry i y, .c ,-_- 1;H't4n7.-.'-I - acre• FLr.S, C, - P.O.Oox230Vnlrim,FL•33595 FlwucR13.659.9197 ' . - - - - " jP LlE6k� R ° p' °° FJ7�.�h�.I.t. G cHx. av, LFS �' - - _ . I-10iicln2mid(,FPrafesiuunal5,1,iueem C3 r•,ifiemco(Akithoris:'tim, IJe. 9,913 - v: _ __-'--------` - -- - ttrNNN __ IC nnAYMJC NC: - - F-Channel I t'hrannsl c rnsr..la rL''l;tuls 1 n II �yy I -------- n . . 6eEEt 4 u 5 J°> . ---..____-- •--- .-. .- --- _---- --- -------.-____-_-_-_-_.__ - -:_- . ly e / P! n i I J D 1. -_., _-_- - - t _---. SOI°FtT� A1F{ FLOW TAt3L� __-_. _..-_.-_-_ ` 4 AIR ( ow AIRFLOW � M E - Sub Gollie? far Manufacturer sr3rrnrrer -- - sarnr'r'r{�F _..__ "\ n CfltEaPvf --'rof�LlUt�dlie _ _ - -- - - h �' American ConstrLlckioJ? irlskals -j- ThhQh\" -1. - - - . ._ I _ a�.IAno 3.�i z.7t^•1u C•ogegb,ti\\\ '17.$" TR L. ^ n Panel 3ortdt�{ `5140 �rart Clifton Street "Ti'i to na'° &.,•quad-4°' /klurLiSnum .^>ofiik . . --_ .. hh®°aayQegae sp' 13 ` _ ll V ----�--._...-_--_------.- Tampa, FI_ 336,34 2.. F ...... _ .. :_. _., ..r. a141��r°Pb,hh �i u . m G d .. 1. S fVLI-VEM I'V44 WFlEr--'.__"_._.,_.---_--.---'--_._,---____.-.___-__.__.-..--_-_-_--- .__.,_•. V I+gRnow 1'1.7<F {t.15"o ua.Pnrna 11'I.,4 IT.'1 C, `%, �> 10, 1o1h^ah a __ __ --.- yyF�p,T{ LIAR F E4YTFn1 1 \ 'h`A.IAC ��. z , - ° � r1Ei; _---_. _ _-.-- __--_- __- _._.. ,.___._,-.- _ -._ --,--.I- :"...,..,.•.,-......•.6...,..--,-�.,..re.a..m,..,.,. ,�.,.rr• _ J__- - -_-_-_ i _ ------ - .--- -- ---L I h > 0 U 0 11 U 0 y 9 e s �,, aesearrnov - -- ----- i0i �- - - - hh°ah ��\ - d � m f 5 I FA CIA.0215"1NK.,4L.3105-NI4- ------------ ALUMINUM SCCI ,e: This is a Product Evaluation report issued b R AlBliil r: z;•oa , c rP.E.,u ),nT?Kl", OF 3.GP �..513% nu'-�tiirenr\i oe 3:8A17- . 5B"..c Lua'al,a4*+.\\ - c] °o a -' r -'-- ---- - o C (`]a F P y _ dlnJ, iSUltOnl.., Inc. and Lyndon F. Schmidt, , �for Amer!C£in - 0 0 0 0 2 J" CHAtJNEL .01 SS" TI iK, AL. 310,1, H24 - , ALUMIiJUt.t SPAN " A " ri € Construction Metals, based on Rule Chapter No. 9N-3, Method 1d of the State of Floilda Product A) roval De . artment of -... C--- --•-------------------.-------- - -- - y ''a �° h° a6 rI ) j : `� o ? F' HANNEL015 iHK. A1,.3104-I Il9 ---- --------- - RovF OVFRThIN(i i '! 1 n Ct4 I-- --._ ----- _.__'-.' .%%1 %.-,0aA11'a4, - [l (I . [l [l !1^ U_..__. = n-� r°� _._. .-- F _ t {1 f--a , __ _ _ _ 4lUM .--- _ �, m 5 C.owI Linity Affairs -Florida Building Commission. 5 QUAD 4 FANEL 1.0115_OR .0135' THICK) T. 3105 - ALUMINUM r m L , , \ h��h U U ll 11 U b RIPLE 4 PANEL 1.01 I5 OR .0135' THICK) AL. 3105 - - '- --- ---- Boor \ r- 4 °' � y '' o r W \" .4b0.h -' ALUMINUM SFEDEIAII."e" - �, o. I Vb I;uildin nlTsuitanis and Lyndon F_ Schmidt, P.E. do ra^# have nor will acquire financial interest in the company �°� 11, 4ah IT H (1 n fl I l - Y - ----^• ---- --------....--. - FRAI11�rG -•. I = - '� ` n p "o`)\ \ g ` ' �' T i y - o15 1 3/4" !RIM I JAIL + .r (SHEET .31 �' \1. - �Cli - - Il54" --µ----•- ` 11. ,LOUVER PATIERN (FULLSCALEL t, -- ---------.---______--__.--._ S•S• ,:% I -- !'' x fl @ o , ° manufactunng or distrihluting the product or itt any other elrTi;�tr' in.v'ol.'ed in th>? a •reval '-)roeess c19 the rodt.tc'i. Warned herhin.Im q RP r P _P 8 vA.Y.1/4 SS_$i:SFLE yr/ /fl'MIIJ,Ef•ABEUMEIJT _-- ---- STEEL-- P;P`l. i \ u cot f L?5' -�� -- I a°n�R 4 \ ' (LOln/ERS FORMED IFS SAME r. _ _- ( _ I - hw hhh� ` OIRFC110N AS RIBS) In 9 2 Y, 2• BAiTEN SIRF SG-.42 OR 4YC)OU_ ! ---- 1-4 __ -.._- . _! \ B g o e 5 '\, ,� 1.7" - OZ' }-1- --. _ I - f� 'NINNI-NINAe _L _1 n E 10 APAB-C-GROUPi Ea'I.15/32"PLYWOODORBERER ------ ---- -- - WOOr / II a � 7 N n r I `T- 55` p155" I _/ `_�-- - - -- --' - -- - -' - -- t i o. a $ Li.>ritafiorts: , \, py ro I f- � � m 1 I pit" Di,4. T-NAIL L r 5/8' Mlll. EMBEDMENT) ____ - -- 4 - --r .1 - C � v° z u w________-.---,-,,------.-.--�--___c E-1 �, � <_ T \, c E �.,- e,¢"ORB-..__..,..1 __ P. e'aG \\'\, A°n L-� gapp' _ 31I -, =c-- �- . - ,_---- .'v f: °c 1 �.� '- = ;/ 0it OR \ � 8 . This product has been evaluated and is in compliance tnilh t!te 2(010 Fiic.-rich Building Cade (FD C) exclur)ing the "High Velocity 1%i �h a, a,<,, �`'> YIEw," _n"J 11sc-:N.E1 , r]._ n---- -._x., F � ---- 1 1< o. I X2 vEt 11C,41 F .. 'r ` _ . l 1 ra,"ahhh'a \ SG61),INIL N' 5acO0 NL.Ir1lCatle lUF1P°; q ,;r-. ;'� F IsCL4 - "J t flR,hiF;Ll - \ \� I;.dX3-ti4' RnrbuNG : 0..12 ao O'rai°S'a4 FJ,U VEfVo" WIDE PAiT�P,Td \ > •, (J ` -__-- �+'� - -- F' fiAA'FIEC (5 S H.D. GAI ,'. SIFEI. ATinCH 4Y/ 7.6d `. V-. I?d.t At%' (SFIELT 31 / \ FRAt1E) - I, PWmint,m Atuminw - , -. --- `nh�hlh�l hh Louv<,o lonnea In snrne \�' a - n (3 mt -•� -_ ^- --- - h - H.U. C'nty. SIr:EI. / C<?NTINUOUS n �' � _ ,hluml'num Z>®o,m,haryh �IrOCtIOn o. ,lb;,) ' ,.aA \- a COh!A1^.Nrl,•,IL�d21"O.C'.. ---_-7 C;UMhIONNAILS 't ` ... 5EEDEiAII."I-I -- - 3 ', , AR t\ %%%, ,I h'a h`O"" o, a COMMOhlNAILOk 24 UC. BATTEN n, CL _ rr. �. ProCll101 anCllafB St1811 be a5 listed and Spae>r_d as ShOV.rr3 Otl datails, f'v?Cflu7S rnl6edmP.r7t LO 1?F1S@ rTlateLlB! St1811 G6 tiF. rOltCf W21) dressing I ,„i�q��> q]aq _ ,"// I.3/4" MItV. r;M(S. IP`. TUF TO ROOF FRAMING yam..-- P t,] j 9 - j. cn',rnn;F!nFJ7---,.-I t �. °s1'agra yva 'g4ayaA ----'�-r- - ----.-_.. _ ___-- 45i I-3/V"brtlN.[MB. (C SPAN u,� or STUCCO. _ _ I-` - CC]VEKAG51.!<FFI (nI RIA, (iYl,,! 7 !� \ °ah vat �, NN,i ,�,ti r. 1 Jy I �cl g r-' •, p i•'t I g Cp C �• �t Ir�� p�g �j q •�[ •� t�Q Ir(-i: - j ,�' ' o I `Y - ^ .ia" RUorrrn / `\<� - .,. 1,° ,, i, �'i ,`1,`,. 1..._-.. ._ .. :' --. `. 11 ,'�']E Em�!1: N 'KN '- x,F 1.R wa 14a 1L, .J tl" M9 7Q �]10111 l�AQ "', G�i - - _ 1'1 i3'' '-. e I \ �' > - - - -f- :1. Site conClitiolts not coverer b r raw!`Ir Fl -i a 1 ,� n , ?---� .GI - - _ _ _ - - '' _t ! _. .-._..;i. .I", * I.h. I i '° - i p'j (Shmn w,r truss/ftaminq cantilevct) t >- z4 ' Y 1 _ 1 .:i _ 201,,. are st.JbJ....t t_ furt3-.xer •e,ngJ9t...erutg altalysis, - _ ... - I �. Tat / O I:i LR• -^ _ - H- - 1 - l y o \,1 I - � ml fin` ?, �,./ _a' � �N .931 LR. � ^f1' 1 2y' eyes � : \ ?, z E. �, ,o' `-�\-,,� �, �n _ �- - �� ayry �, \, 't �. } $T.\FLE$ IfLSL,,.IFp c "" 4. bUOodfCtvl Vd It of R c'• a n,�^F' PuC a M _, 1 ^ta, ,� ( 51AFLFSOVSIAI.I.I:Dn .�" U a c ?st Jc,ticn, by others, must be designed properly to i...ceivF. inads from the soffit Find/or?" K 2" balten stO Js. ,/'' %�. " U 11. U 11 U,,`-- 4N°Aer,,,a,� '.o'i,, [?Ir1OrPnNELAIID�' ..-- ""F -:1 F=' - -- U LI U !1 1�-- ��^r'' , !` --- -.. - ENh c.F PANeI. nNr - _ Wr - B' naax. o.r_. r �-aI�� r U0 I] 11 LI LI � 'tea, ��n^° C, V, ;: ( hIAX. l." � ---- SEE Del All."J" b civG L d 7 F---, .(( . } [ iy° sjAe �, _ n (,F.E(7EfP.11 "J") I I o n ,. SP,e drawing FI:-12r)1 J.1 for size and design preSSufr; limitations.III" RtII--� n i a u ri !,, ;�. ,��,,�,� / , \) o t� 5 t-o-_-.4- l3' J _ t 'rt \ ro�;ar,�NN- rr o] o] GJ 1..._% T �.� - �� _ _ \ _ - o i R - Z U U' U 11 J U- _I. RISANDILi D A;RS Z. 1-1 I_l U . U 11•-•--I 1� , _ I� a > __ l _ (.i U 11 11 iI 0 i aaa � - 1 S �� rYr y a - arnlerrts, 4 T 6 Y }1 Lr . o n Documents: U U 11 11 il" ��a,,°yAe'ga `� e ~ `: _ SPAN A " - n ::. 12"covumoq ---- ----- a? �4� `� . a oQ d n 1 - '- ----_ ROOFpvEI:I1AfIC _ _Tit, - -' - 1. Test Rep-ilt No., Test Standard l'�' _Q l akin[ato . � SJ r?. rt � g llil61, __I LUIIVFF.PA,IIERtJ ^ od'0a�h®ha' i -- <a _ a 6 ) I I-- - d' PITCH ---- 2 5/P" - rnonl.]vnunmEro,i tPu,E s LpIR'ER3 F YRMED f115",mE a;A �a?z :Rn ;°� I C � oo n u ar - °cE DETAIL' G" Tests q°--_ �. _ LT d _ � } I I(I DIREcnorJ As RIBS! R, , j - I R �• T�4�� _ --_ - P N� SLIEe) a; a TF L 0-1 19r?073 ASTM E33U-02 i esting Evaluation t_2b. Inc. !_ ndon F. Schmidt, P.E . 1 -I •-r - I_ - I l\ q .11'R`Tf;�� o r; a 5 - ---- - r _._. - AOF _ _ � � ' m Y -- �,•�� i .%��`- -- + "i `�` n r, ri41N it .. L.IJ(51 j DESrr N FRF cT1rF PS@ : - FRn;iL'V- 7 / F -.- IN CCJPIIINIIr]NS BATTEN - `✓ 3 TPIP£E d FF•f?Lt- Ei ay - - -- _- I - z 2. Drawilz f�rr. F?re "fired )}• `] na r T, I ` �' i'bSIfIVt NE AIrVg I I �, v; -�--1..-_..-.__.._...._:,}: _ ---- - -- �-i< -- t .' (?Y RAGE _.- - - i .." I i•*.n,_F,: s'n '\~S "'1.. T _ -------.. �--- - o I i e_, 1, Pto- FL-1211 t9.1 fTVd Building ConsLlltants. Inc. lr-;�� #fEJP,'i,3.1 ' rJtdori F. Ftclntiidt, P.J - -- •Y, 11.1 -'-- - -� - C - - 6C E T _? a oe 0+ U1%r10 z _ �_ --0Y0.0 -70.0 1 �� .911 (RCri I __ ,.-...-.r �� ._ .,>4 .� " - - - � 6 I 1., � C 3 r, .i 4 fXY'PRC:H - - VIf3N"�-A: �4x5(,nLE) 16!r 0`�"jt sa_t_ H.,.S. _ 5 r. ' - +/ ( - t I I '} _/ \ -'S ui - - 2.62"-^-r"1PII?,Hn/n,,),A,cF{1R,gtP.cBS ,tir1>O aaN; C, < - i I ..]�. ,f I 'l_ � r. 45 ;A. Uµn, sr, v�l( `J �\, il{.. e ( �: ) 3. Calculations provaLeft b � s" ,i p]r.,nlsl e b - ._ --- - �.. \ �J J_., (:A.5 -Ga.5 1�, X \ ¢ t - b i rf �) - testa{ _ I _� �' w�q ; ., 3 �= -- _4"\ e e n Ic net! a5 �8F 1Pr IC� ,/�, ,��rULLYENi_Nt?J2RJW VEFciTAFILRN -- ----Ir' 1 __-----------__'t'-�--_ _-- ? _ _ d r\nChDriilg RVV RUJldill, CUnSLI(ianaS, !nC, Cd4 #i.QLi ,.11l - :�, T' i: ------'---__�. 1\ .� I ( t 6) -- - -- / - -- I - I S ( ) L. 1 c Cn r'. ,.citn.ldt, i .J-- - -----' ---'-- z�(I.<n4.rorn lur„�mi In .o,•.e clr•�! �,,n" it e) \. _ r 0 v / 2C" "r 6 _ \ .1j /` CMIJ 01i - - I--.. 1,1001 - ..r. r 0 0 6fJ 0 r`�* FL1201- . _�� RbA13 4PAfIEL � �- - n L :, _ -'--r .- ,. - --- / - - - -- - --- --- - ----.,._ 5[ b[r/Wl r' -'' (a �? 1) FRnrJEo. �' 4. - ilattt.Y A: aLisar„Tic--rQS .ECM L �. n. I J ..___._.. -W-.-_----.--.-_--_...,.-.._._-------_--_ T. -__.. _--. _. a 1 ` -) 5•... 5+t..52 .. __.._----__._.....,,-._-...-_...__-.._. ^...---_.._ .--,___...--_>_-- _.l, ,i �.t SEE DES,+il. r '__�� '� <,10 (�(:rtll! rt'• 'r ar ',-- - - - -- -_ cafe of Pa T{ u)atlJn ls.>u_.i r. y JJatiunalJ Aceraditat!rn anCi Pv enag"?. ierTt In�;likute; eartifying th>f F\rnerJc>n 7 ISI IEEI ;IJ- -1 -�� f " �� ^'r' +,t,.,l rnt? - - ---„Constnucliora fvlela!s i rnanurackurirg proi7uris viihin a ylJaGty as�urasnx*� IJt;gram that CcrrT?plies 5ait!t !S%i,'iFC 'J7ti^t? 'r`rI __ ..._ _ -- ---- ' a .,, 1_ _ _ -_ LASE I; g, D,9 and Glide 5:3. 1' T:J li AEs. ---_ _' -,-'- art NOTE - PCSLP - -- � I I "2001)FP M!N,,;?IIIT)((LitJ'JEC IInll5 0vEDESIGr'lei) �_.____ _____�?�,9�a. , R�rttLC'#_'1t tPir3� L-C"C --r i ti,_ - --- - 8' C.C. A,LA (. ---. _ . _. . _. Bl' TT?E.4rr. HII C T C)R ttJGll IEEr OF Rrt OP.D (drown w/ tl us;/Nart Ing I ,nl;huq) --- nw sr Jt; '' 2.I:1dCOMV^Nt1,',ILOR3!1F'IIJ CJII RETFSCRI'V In of LCS t +_ rr ff u n idlF! { 174 Fr i(n, iflll fc <'d'r t+CEFITER VOW)* F' Ir• y IFAl ) FL -I t t4 1 0 N _ _.__-. ._."_.....____...___...,..,__-.....__..-_•-.._.-_._..__-._._.-----•- r..-.._„_,...,-..___.,...._- SfaEEi S cr. J 0 ,f i' .A bF ''n q __- f'-r . -- ; yndnn F. Schrnrdt, P.E. ` FL. PE l,lo. 43409 .. I7 .n m a - 1211312011 Or" - A. " nL A " SP' " A ROOF °' i n} o - _ _ �� _SPAN FF 1462 Sheet i o: - I ROOFOVERIVAFIG ---- I-ROOFOVERHANG-_--------- 6" _� z RuOF _i" ROOF - ac y o 2 . 1 I � FRAMING -\ � - '- -.. - � � LLI Tpp7N ' - PRAMlhlli♦ / .�- - _ ` a��', f FASCIn ` - \ ALUFi1NUN _ ' \ m . z° a TRIFI \ \\ FASCD\----..__-__-/_.----- -.._� ♦! L'� ',.t.+ . ....:-..Y rr>, -- - y-._-.. - r ' 1 C' v •• rt I ;.Nrr1T / ` CFfll OR ` 9 S - T--1 ,I -I - IJ OR SOFFIr-� `, j� t E, .o a _ i \ - ChIU OR i r}� {1 �`.. SFE:7F.rh.L' n,.,, / Woo, WOOD r W000 .Ei `" ..__-.-...---..-. .. _... _ ......... ...- - -'- ..._... .. - � -_ ...___._ ..--'------- -' A r / _ .: - .... i FRAI1!;D �SEEr;,rlAll'C FRAI1Ep ''-SFEDETAR'.i" { - FI:AhIEU o SEEUEIAIL"B" --,l'hrUFTAh."U" ^--- Y[7F. tJIEYI"'_ 5F!'ii`i'(F LC@ACgLI92 Vi'Jlr°iTCaC EC'J�Pd lltdC'gflhifLS �^IE 3,T'``itdt'aL�P�1ia 1rd-�1E111\Jllkt, p -/_.� - �, lc ,w• x/ inlsc/rrendnq canlifevr!) -- __ __ __ -. ___� _ . _ . _-.--__ .---.-. jI - - (.=d',o\\n y/ tl uss; rranllnq rai,elever) - (Shrnvn v:/ h nj6n .Mho r�r tlle'aJ) f C .. , 91NI ( SPAN I#N m ! 4FSP N PREa IrXE 0*) - - - i¢4° - - - - - . Pr !,- .TRIM, tW1 ATTV HED i; �o- ---� '��---'-'•__-:-. :0-.. TiVE `• NR� AiTN: ", :,'� Tr'eDL'GH r"N.In -\ (((�\ _ %-/' O STAPLES INSTALLED 4 ) 2T O.C. IM WOOD) 9 :-I 1 a _. FV 15 O.C.1�A,.X, .\ ! \ NOTE: I TV O D) z ., y> , g^ rI \ ` � _ FOR 5QUARF CLIT OVEN1AN(i. IN J-^.Hl NI,EL SLOT OR T-HAIL 3' I < n C Z v • ¢ - _ _ .I i7 D i![ir PIJS'ip) I c � A'- r• I _ / j - TRIA.t BO1rObt 0r rn,.CIA rl \I ! ! ' C U C R r,1 A„ONRY I /� n r � _ _ \ � ! ' AGAIFIST PANEL u f \ 2.1 , r. Il-110 FRAMING �`' Ia �` y _ V;` �5 .0 1 _T 1 7) \\ j' (t l' ' n. a - _ . \ t I -_J 4 -I. - _ .,..-i - ` 1I 2n'O.0 INTO FRAMING, I I / l _ - ' 39.0 J 4 _,. ,r- NOfE' 1 uL, C' FRANK 1r r r CONNECTIONS TO 0 . 1�__x t-1 ISrnPLESnISMI-LED0 i / --� (f{ (11) (,'l '` -- .,- l) 1 - 11 I I z - OF FECOr.L B' MA)(. O,C. f- -� e 1 • `% ' �,� 4t' ._i • .-,` 1-1 12� I I,fl �_ fr _ I I c'n (5FF C%EL11L 'J ,SHEET 5) 1 jl \`\ ! A) ` _.. 1,b1Y, -{ h i '� 1 lJ�l O. L` I" - I ) ' z) ( i ) r - ....._ I /8" MAX. -.... �_.- t ) 5 I ` I 1 AA . - I�I } � i' I "J II t I.: „ r - _11377 = fascia I' { �� - , DETAIL ❑ C „ In _� _ �:' 1-j � yI channel I"Ir 5 T De -7- --_ \. I . //r MAX,IvlAkJ '\� I I.. ;.i , } �, 'n _ _ _ �•1 'I - - -� I .j \ - SlArLES InISTALLF.D Ia )4' �.�•, (INTO'r'ip0n1 I e l ( 5 � I i � - Z I , li�, I"hdAx. s I s .ter Ot11' CNh!•!LIEL LEG OR T-NAIL 9 I T 0,C, _ . L_f . L 1) -. s ., I � ty ,,r !INiO v:'OGD C'R A,WO14pyji - <;API .S ItiSTAI I Fp 3 I Y' Q (rl;tu SvOc•)DI m I F/u. _ - ;":., ' I 7 ��-. - , \ STAME S INS ( ) IN) CHANNEi sLc+f OR ) I•I/ 1 (u1 1r 0..(;. � a j M . AILLED i? O.G'. IrI1C WOOD) T) J 5r ' .R `j 8' MAX. - I I �- UV r-i"HANNCL strT ari r-No,IL �i J 2 o c. C� pp^� rrdL t 0 14 w 6 J i \�_ `1, IQI (IIITOWOODO!''MASONRYt � Sd1f'1,.k el ?� c rT:. Li t - I &,1 6Trn�� ': :. 1 Chrannel Inz. II, -- n' a _ _ _ _ , . PC. I <0 T S. o F-Chorulol - .- 1 nJ---`-,.._.,-__- '--,-_`_,---__.-- -_ �cHEFT J Of _ J+ .. - u i 11 _- T �. ? Im . j §Cu,i,.-;Y4'Ev�m, 5 $ ,4iC`.�„'l8.��s�'tf,4,93.d'n '4�'+h`eer,�;�y, rt E:5;,'§'t'v, ; Nfi Reissued May 1, 2010 This report is subject to re-examination in two years. `fiXWW.iiCC-es. 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 www certaisnte-d.c« rn 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 flange with a 11is-inch-by-sib-inch (28.58 mm by 9.53 mm) ADDITIONAL LISTEES: prepunched 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 ram) 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) 233-8990 "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 150 EAST SWEDESFORD ROAD range from 0.040 to 0.050 inch (1.02 to 1.27 mm). VALLEY FORGE, PENNSYLVANIA 19482 (800) 233-8990 Refer to Table 1 for panel thicknesses, lengths and profiles within the scope of this report. 1.0 EVALUATION SCOPE 4.0 INSTALLATION Compliance with the following codes: 4.1 General:_ e ■ 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: code and this report_ ■ Exterior veneer 4.2 Siding Installatio�allecl ■ Wind load resistance -transverse u s over solid plywood structural ■ Types 1, II, III and IV (noncombustible) construction sheathing complying with DOC PS 1, or Exposure 1oriented strand board (OSB) sheathing complying with Fire -resistance -rated construction DOC PS 2, covered with an approved water -resistive 2.0 USES barrier as required by the applicable code, CertainTeed vinyl sidings, which are also sold under the The method of application of the siding is by first 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 ICC-Fs F, vahrotion Repar[v arc not to he e.00ra-eted as represeiuing aesthetics or any other om1huies not specifieaih• addrerced, nor are then ro he co),mied as air endartcrnent of Ihe.nthiec[ nJ the repnrr or d recaminendatiot>%r its use. There i.r nn warrmrty hr ICC Evohratinn Service, LLC, ecpnss or implied as to mn• finding or other maser in tiiiv report, or as to otm product covered hr the retort. - Copyright © 20,10 "!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 slot, mechanically fastened with noncorrosive, self -tapping, leaving a minimum1/32-inch (0.8 mm) space between the 21/2-inch-long (64 mm) screws with minimum 3/8-inch- 1/8-inch-diameter fastener head and the face of the vinyl nailing strip, to diameter (9.5 mm) heads and (3 mm) 5/8-inch-diameter allow for expansion. shafts, and with minimum (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 1/2-inch-thick (12.7 mm) gypsum wall all building corners, and accessories are installed around board on the exterior and 516-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 km/h) on structures a maximum of 40 feet Table 2 of this report.) The nails must be located in the (12 192 mm) in height under the IBC. center of the slot, leaving a minimum 1/32-inch (0.8 mm) 4.6 Fire -resistance -rated Construction: space between the fastener head and the face of the vinyl nailing strip, to allow for expansion. Succeeding 4.6.1 One -hour Fire -resistance -rated Limited Load - bearing panels shall be similarly installed, lacking into the panel below, Wood Stud Wall: Wood studs must be nominal 2-by-4 Douglas fir marked "STD & BTR, The horizontal siding panel ends must be overlapped Doug. Fir, S-Dry," spaced 16 inches (406 mm) on center. The wall must be 1 inch (2.54 Cm) at butt joints and held 7/4 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 m) 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 wail 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, on each end. The wall board is installed vertically with with nails of sufficient length to penetrate the nailer 1 inch 1314-inch-long (44.5 mm), No. 6, bugle head drywall (25.4 mm) or to penetrate through the material thickness, screws spaced 8 inches (203.2 mIn) 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 1'/2-inch (38 mm) receiving flange at comers; channels '14 must be treated with ready -mixed joint compound and shall allow for inch (6A mm) of expansion at each wall. spark -perforated paper joint reinforcing tape. The siding To parrnit expansion, panels are measured to length and ' must be attached to the studs using 11/2 inch -long cut 2 inch (12,7 rhm) 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 strips at a maximum of 16 inches (406 mm) on center. Adjacent ] panels must be interlocked, a maximum load of 1050 pounds 476.7 k P ( g) per stud or Fascia caps must then be installed over the panels, and a drip edge be 32 percent of maximum design load calculated under the AF&PA must placed over the cap to reduce moisture intrusion, For porch National Design Specification for Wood Construction (NDS)- ceilings, the ceiling perimeter is framed with the J-channels or F-channels, and panel placement is as set forth for 4.0 Fire -resistance -rated Walls on Buildings of Type s soffits. V Construction under the iBC: The vinyl siding may be 4.4 Fasteners: installed over code -complying, exterior, fire-resistance- rated bearing or nonbearing walls required to be of Type V Siding, soffits and accessories must be fastened to framingconstruction under the IBC without affecting the hourly with either .galvanized, aluminum or stainless steel nails rating of the walls, with a minimum length of 11/2 inches (r 8 mm), a shaft diameter 4.7 Wind Resistance: of 0.122 inch (3 mm), and a /16-inch-diameter �11.1 1 mm) head. Minimum embedment into The design wind pressures must be determined in studs must be 14 inch (19.05 mm), Corrosion -resistant staples may also be accordance with Chapter 16 of the IBC, or Section R301.2 of the IRC, and must not exceed the used, where indicated in Table 2. Staples must be 16 gage, with a minimum length of 13/4 inches allowable values shown in Table 2 of this report. (44.45 mm) and a crown width of inch (11.11 mm). Minimum staple In areas where the basic wind speed (3-second gush) embedment into studs must be 314 inch (19,05 mm). does not exceed mph and the building height Accessory materials such as corners, starter strips and al feet is Less than or equal to 40 feet (12 192 mm) in Exposure C (12 areas, installation must comply with trim must be fastened in accordance with the the prescriptive requirements of IBC Section 1405,14. manufacturer's instructions. 4.5 Types 1, In areas where the basic wind speed (3-second gust) It, fit and IV (Noncombustible) Construction: does not exceed 110 mph (49 m/s) in Exposure B areas and does not exceed 90 mph (40 m/s) in Exposure C areas The vinyl siding may he installed on the exterior or 85 mph (37 m/s) in Exposure D areas, installation must of buildings of any type of construction when installed over comply with the prescriptive requirements of IRC Section maximum 1-inch-thick (25-4 mm) expanded polystyrene R703.4. For applications in excess of the prescriptive insulation (1 pound per cubic foot (16 kg/m3)] and requirements, the installation must be in accordance with IRC Section R301.2.1: ill I I --I I' ,p er I, I 11 1 1 1 1 1 I I I I I - I Li -- i - ESR-1066 Most Wide( and Trusted d .....,...._.,..w..r_..-_,....,._.,.,.,..,._•.yAcceto_.,...,....p-,,,..-.-..........,�_.,..m....,..,..�................___,.._.....,..-.__m..........-...,,...._,.,..._.,.., ...•-w......._.:,.:,..;_:..._....,,,.,..,..Page 3of8 Wind resistance of the soffit panels is outside the scope 8.0 OTHER CODES of this report. 8.1 Evaluation Scope: Resistance to positive and negative wind loads is in addition to the codes referenced in Section 1.0, the determined by structural capacity of the substrate. products described in 'this report were evaluated for 5.0 CONDITIONS OF USE compliance with the requirements of the following codes: The CertainTeed Vinyl Sidings and Soffits described in this ■ 2006 International Building Code`s (2006 IBC) report comply with, or are suitable alternatives to what is ■ 2006 International Residential Codes (2006 IRC) specified in, those codes listed in Section 1.0 of this report, TM subject to the following conditions: ■ 1997 Uniform Building Code (UBC) 5.1 Installation complies with this report, the ■ BOCAs' National Building Code/1999 (BNBC) manufacturer's published instructions and the ■ 1997 Standard Building Codem (SBC) applicable code. In the event of a conflict between the manufacturer's published installation instructions and The products comply with the above -mentioned codes as this report, this report governs: described in Section 2.0 through 7.0 of this report, with the revisions noted below: 5.2 The siding is limited to design wind pressures shown in Table 2 of this report. 8.2 Uses: 5.3 In jurisdictions adopting the IRC, the siding must be See Section 2.0. installed in accordance with IRC Table R703.4 and 8.3 Description: limited to areas where the design wind pressure does not exceed the values shown in Table 2 of this report. See Section3.0. 5.4 The exterior walls must be braced or sheathed to 8.4 Installation: resist racking loads with approved . materials in Installation must be in accordance with 2006 IBC Section accordance with the requirements of the applicable 1405.13. Section 4.0 applies, with revisions as noted building code. below. 5.5 When installation is on Types I, It, 111 and IV • Types i, 11, III and IV Construction (2006 IBC) and construction (IBC) and noncombustible construction Noncombustible Construction (UBC, BNBC and (UBC, BNBC and SBC), and fire -resistance -rated SBC): See Section 4.5,except the assembly described construction, refer to Sections 4.5 and 416 of this in this section must be limited to installations exposed to report, respectively. maximum basic wind speeds (3-second gust) of 5.6 The siding must be installed only on exterior walls 100 miles per hour (161 km/h) on structures a maximum covered by a solid sheathing capable of supporting of 40 feet (12 192 mm) in height under the 2006 IBC the imposed loads, including but not limited to positive and the BNBC; maximum basic wind speeds (fastest and negative transverse wind loads- stile) of 80 miles per hour (129 kntlh) on structures a 5.7 The siding may be installed on buildings of any maximum of 40 feet (12 192 mm) in height in Exposure construction type under the IBC or buildings under the C areas under the UBC; and maximum basic wind IRC, and at a fire separation distance of greater than speeds of 70 miles per hour (112 km/h) on structures a 5 feet (1524 mm) in accordance with IBC Section maximum of 40 feet (12 192 mm) in height in Exposure 1406.2.1.2 or IRC Table R302.1, as applicable. C areas under Section 1606.2 of the SBC. 5.8 The sheathing must be covered with a water -resistive + .One -Hour Fire -resistance -rated limited Load - barrier, as required by the applicable code. Bearing Wood Stud Wall: See Section 4.6.1, 5.9 The siding is manufactured in Jackson, Michigan; • Fire -Resistance -Rated Walls on Buildings of Type Claremont, North Carolina; Joplin, Missouri; and V Construction Under the IBC (Type 5 Under the Williamsport, Maryland, under a quality control BNBC, Type VI Under the SBC, Type V Under the program with inspections by Architectural Testing, inc. UBC): See Section 4.6.2. (AA-676). • Wind resistance: See Section 4.7, except design wind 6.0 EVIDENCE SUBMITTED pressures must be determined in accordance with 6.1 Data in accordance with the ICC-ES Acceptance Chapter 16 of the UBC, BNBC or SBC, as applicable or Criteria for Vinyl Siding (AC37), dated June 2009. with 2006 IRC Section R301.2.1. Under the UBC, where the basic wind speed does not exceed 80 mph (35 m!s) 6.2 Test reports in accordance with UBC 26-4, UBC 8-1, (fastest mile) and the building height is less than or NFPA 268 and ASTM E 119. equal to 40 feet (12 192 mm) in Exposure C areas, 7.0 IDENTIFICATION installation must comply with the prescriptive The vinyl sidings and soffits described in this report are requirements of 2006 iBC Section 1405,13, BNBC Section 1406.3.3, SBC Section 1403.9 or UBC Section identified by a stamp bearing the brand name 1405, as applicable. (CertainTeed, Wolverine, Vytec or Vinyl Carpentry),, the product name and style, the statement "Conforms to ASTM For applications in excess of the prescriptive Specification D 3679," the statement "Conforms to UBC requirements, the installation must be in accordance Standard 14-2" and the evaluation report number with 2006 IRC Section R301.2.1.1. (ESR-1066). 8.5 Conditions Of Use: In jurisdictions enforcing the IBC or UBC, foam plastic See Section 5.0, except that (Section 5.7) a fire separation insulation used for noncombustible construction must be distance of greater than 5 feet must be in accordance with identified in accordance with IBC Section 2603.5.6 or UBC 2006 IBC Section 704.5. Section 2602.2. ESR-1066 Most Widely Accepted and Trusted M Y AM 4 of 6 TABLE 1-VINYL SIDING AND SOFFIT PRODUCT T PRODUCT PRODUCT THICKNESS CODE STYLE (inch) The following products are sold under the brand name CertainTeed: LENGTH (feet -inches) Monogram46 33101 Double 4-inch 0.046 12-6 12-6 33110 Double 4-inch 0.046 33111 Double 47111ch 0.046 12-6 33122 Double 5-inch 0.046 12-0 33103 Double 5-inch DutchLap 0.046 12-0 33125 Double 5-inch DutchLap 0.046 12-0 Monogram 46L 33114 Double 4-inch 0.046 16-8 33139 Double 44nch 0.046 20-0 33126 Double 5-inch DutchLap 0.046 1g_Q 20-0 33140 Double 5-inch DutchLap 0.046 Classic 36110 Double 4-inch 0.044 12-6 36119 Double 4'/2-inch DutchLap 0.044 12-1 12-0 36122 Double 5-inch 0,044 Mainstreet 39131 Triple 3-inch 0.042 12-1 12-6 39111 Double 4-inch 0.042 39110 Double 4-inch 0.042 12-6 12-0 12-6 12_0 39122 Double 5-inch 0.042 39113 Double 4-inch Dutchlap 0.042 39125 Double 5-inch DutchLap 0,042 39104 Single 8-inch 0:042 12-6 12 39102 02-inch Beaded 0.042 Board & Batten Carolina Beaded 34137 Single 8 Vertical 0.048 -4 12-6 34138 38102 Single 8 Vertical 6'!z-inch Beaded 0.048 0.044 10-0 12 4 Northwoods 60106 Single 7-inch 0.050 10-1 10-0 10� 60107 Single 10-inch Shake 0.050 60148 Single 94nch Shake 0.050 The following products are sold under the brand name Wolverine: Restoration Smooth 36132 36118 Triple 34nch Double 4'lzfnch 0 p44 0.044 i2 1 12-1 Classic American Legend0i22 35110 36119 36122 40131 0110 0111 119 M43 Double 4 inch Double 4'124nch DutchLap Double 5-inch Triple 3-inch Double 4-inch Double 4-inch Double 5 inch Double 41/2-inch DutchLap 0.044 0.044 0.044 0.042 0.042 0.042 0.042 0.042 12-6 12-1 12-0 12-1 12-6 12-6 12-0 12-1 102 105 61/Z-inch Beaded Single 84nch 0.042 0.042 12-4 12-6 130 Triple 34nch 0.040 12-1 Encore110 Double 4-inch 0.040 12-6 122 Double 5-inch 0.040 12-0 43119 F411n Double 4'/2-inch DutchLap r _..,-. .. 0,040 12 1 ESR-1066 1 Most Widely Accepted and Trusted Page 5 of 6 TABLE 1-VINYL SIDING AND SOFFIT (Continued) 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 41124nch Dutchlap :040 12-11 Beaded Single 6'/24nch .048 12-4 Proside Double 44nch .042 12-3 Double 411,4nch .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 4'/zinch .044 12-11 Double 4112-inch Dutchlap .044 12-11 Double 5-inch Dutchlap .044 12=11 Eminence Double 4'/z-inch .046 13-4 Double 4'/74nch .046 20-0 Double 4'/2-inch Dutchlap .046 13-4 Double 41/2-inch Dutchlap .046 20.0 Board and Batten Single 6112 .050 10-0 The following products are sold under the brand name Vinyl Carpentry: Triple.inch ent InvisiVent Soffit 46228 Triple 3'/3-inch Vented Soffit 0.044 12-6 Triple 3'/3-inch Soffit /Vertical 46229 Triple 3'/3-inch Soffit/ Vertical Siding 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 4-inch 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 0A39 12-6 46211 Triple 2-inch Vented 0.039 12-6 Value Soffit 49224 Triple 4-inch Fully Vented 0.036 12-0 49216 Triple 4-inch Solid Soffit. Q.036 12-0 49220 Triple 4-inch Center Vented 0.036 12-0 HE. ESR-1066 ? Mos( Widely Accepted and Trusted Page 6 of 6 TABLE 2-ALLOWABLE NEGATIVE WIND LOADS SIDING MAXIMUM STUD , FASTENERa SPACING (inches) .. ALLOWABLE NEGATIVE WIND LOAD (psf) SBC BNBC IBC1IRC 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 Nail 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 Naii 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 to studs 36 36 36 22 24 Staple to studs 38 38. 38 24 Northwoods S7 16 Nail to studs 60 60 60 38 Northwoods S10 16 Nail to studs 42 42 42 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 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 16 Nail to studs 22 22 22 14 Triple 3- 6 Soffit / Vertical 12 Nail to sheathing 1 56 56 56 35 .,, -1. 1 --, turn, r Nsr = V.44r21 Wa. 'Studs 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. lo ! U In. ni z Ul r Z�)m 10 ,Ul w n a In rY N En h T ill w tri m ul N U . a �LL mo .i w 1111 __ __. SIDELAP FASTENER 1/4"-14 X 7/8" rCb ?a" () r, EXISTING, UNDERLAYMENT (OPTIONAL) C'MiM A - PANEL FASTENER #9 X 1.5" WOO[ WASHER. SPACIN, FASTENER PATTERN, @ INTERMEDIATE LOCATIONS PANEL FASTENER EXISTING UNDERLAYMENT — (O PTIONAL) FASTENER PATTERN @ PANEL ENDS GENERAL NUTES, I ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC), 2. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFIED ON THIS DRAWING, 3. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. 4. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. 5. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. 91 36' MASTERRIB PANEL PROFILE 29 Gouge,- Minimu mi Yield = 80 KSI FL 7271.7-R,2 0805-15 11.30,11 Manufacturer: Page 2_ of 3 Union Corrugating Company Product Name: MasterRib Panel Panel Description: 36",wide, coverage with 3/4" high ribs at 9" o.c- Materials: Minimum 29 ga.., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM New Underlayment: Nfinimurn underlayinent as per FBC 2007 Section 1507.4.5. Required for new construction and optional for reroofing construction. Existing Underlayment: One laver of asphalt shingles over One layer of #30 felt. For reroofing (Optional) construction only. Deck Desqcniplibn.- Min 15/32" thick plywood for, new and existing constructions. Designed and installed as per FBC 2010. De I ck Attachment: 8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c. at plywood field and edges Slope: 2:12 or greater in accordance with FBC 2010 Section 1507.4.2 Design Uplift Pressure: 45.0 psf @ fastener spacing of 24" o.c. (Factor of Safety = 2) 113.1 psf @ fastener spacing of 12" o.c. Panel Attachment.- At panel ends 15 x 1. 5 ". long wood screw I'vi th washer At intermediate @ 5.5"-3.5"-5.5" o.c. across panel width, @ 9" o.c. across panel width Sidelap Attachment: T/ 14 x 7/8" long SDS @ max 24" o.c. Test Standards: Roof assembly tested in accordance with UL580-94 'Uplift Resistance of Roof Assemblies' & UL1897-98 'Uplift Tests for Roof Covering Systems'. Code, Compliance: The product described herein has demonstrated compliance with FBC 2010 Section 1507.4 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2010 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed; herein shall not be exceeded. This product is not approved for use in the High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2010 Section and .1505 current EXISTING SHINGLES (OPTIONAL) PLYWOOD 15/32" THICK (MIN.) — EXISTING SHINGLES (OPTIONAL) E PLYWOOD 15/32" THICK (MIN.) t 0 41 ALLOWABLE UPLIFT PRESSURE FASTENER SPACING (IN) PRESSURE (PSF) 2.4 45.0 12 113.1 3/4' F F'VA1_U/k'F10N 11f.-T0101 OF UNION C0RRU(JA_I'1NG' C0N1I!kNY `29 11ANUJ,' YLORIDA P1101)UCTAPPRON"AL Fl., 7271.7-IZ2 IZOOFIN(i NIE"J'All-, R00171N(,' Prel?"Ired For: I}raion Corrugating 11. O. Box 229 Falyette,ville, NC 28302 Telephone: (910) 483-0479 Fai: 010) 483-84597 Prepared 13)... F lorida Professiorial Engineer 462240 1216 N L,ansing Ave, Stifte Tiflsa,OK 741% I - elepbotw: (918) 492-5992 F+AX: (866) 366-1543 'rhis report consists of, E),duation lleport (3 Pages hieludiiig, cover) Insiallation Detail.5 (I Page) M 4 Report No. CA805-15 Date: 11.30.11 N 11JO t; z OG U, 11-28-2011 1 OF I I Manufacturer. Union Corrugating Company -5- 1JN10N CORRIJ.')'rATING Product Name: MasterRib Panel '26 (3,A� MASTE.R.11113.11ANEI.,' OVER STE.E1, SIJIPPORTS Panel Description: 36" wide coverage with 3/4" high ribs at 9" o.c. Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM l{l.,OIZII)A.I'R,ODtJC'I'AI"Pll()N`A.L A755). Ft.? 95 515.2412 STIZUCTUIRAI.i C'OMPONENTS Support Description: Min 16 ga., 50 ksi steel lwo.F ou-'Cl< Slope.- 1/2:12 or greater In accordance with FBC 2010 Section 1507.4.2 Design Uplift Pressure: 47.15 psf Ua-) maximum support spacing of 60" o.c. (Factor of Safety = 2) Prepared For: I Alion Coriiig*ating Company, Support Attachment: # 12-14 x I" long SDS Pi 0. Box 229 At end supports @ 3.5"-5.5"-3.5" o.c. across panel width Fayetteville., NC28101 At intermediate supports @, 9" O.C. across panel width roq)i,o.ne* (910) 483-0479 Fax: (910) 483-8897 Sidelap Attachment: V4"-14 x 7/8" long SDS @ 30" o.c. Test Standards: Roof assembly tested in accordance with ASTM E1592-01 'Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference' and FM 4470 Prepared By: Section 5.5 'Resistance to Foot TraffiC. 13--da So,ckalingani,. Pli.D., P.1 Florida Professional tngineer 462240 Code Compliance: The product described herein has demonstrated compliance with FBC 1/2,10 N 11—insing Avie:, Suite C 2010 Section 1507.4. This"al OK 74106 Telephone: (918) 492-5992 Product Unitations: Design wind loads shall be determined for each project in accordance FAX: (866.) 366-1543 with FBC 2010 Section 1.609 or ASCE 7-10 using allowable stress design. The maximum support spacing listed herein shall not be exceeded. The design uplift pressure for reduced support spacing may ,be computed using rational analysis prepared by a Florida Professional Engineer. This product is not approved for use in the Iligh Velocity This IT Port consists of Hurricane Zone. Fire classification is not within scope of this 11,valluation 1leport (2 Pages.iticlwling cover) Evaluation Report. Refer to FBC 2010 Section 1505 and current Installation Details 0 Page) approved roofing materials directory for fire ratings of this product, Supporting Documents: ASTM E 1592 Test Reports Farabaugh Engineering and Testing Inc 6'cl 2 4 -0 Project No. T 163-06, Reporting Date 6/7/06 lZepoj�t No. C18054 FM 4470 Test Report Date: 11.25.2011 T ENCON Technology Inc C 15 83 -2, Reporting Date 7/24/08 1 1 111HI I r I', I I I Lftll" I.1 HEXAGON FULL CIRCLE OCTACON. QUARTER CIRCLE 1\'11'.X. SIZE = 00- 6ETWF-EN FLATS MAX SIZE = 60" DIA. MAX, SIZE = 60" BETWEEN FLATS MAX, SIZE = 68" X 68" OR MAX. AREA = 21.65 SQ. FT: OR MAX, AREA = 19,83 SO. FT, OR MAX. AREA = 20.71 SQ. FT, OR MAX, AREA = 26.22 $0. FT. ARCH. MAX: SIZE = 60" X 120" OR MAX. AREA = 47.32 SO. FT. ELLIPTICAL MAX. SIZE = 120" X 69" FAN OR MAX. AREA = 49,15 SQ. FT. MAX, SIZE = 120" X 59" EYEBROW OR MAX. AREA = 38.44 SQ. FT. MAX. SIZE = 12O" X 60" OR MAX. AREA = 49.99 SQ. FT. - 120" MAX. =-- •-1 �j / 56 1/4' MAX, PRODUM 13111VISL'D 60" MAX, g DLO as 0011 1yN,,.1lh Olt Trio tdn A It,' Codo `O� - Accepinnw No «� ..../�z• HALFCIRCLE +I [E>(ixy�-s�rotl No , HAF >-- - M11§1111 doll M uctConlrel , MAX. SIZE =12W X 60" 116 114" MAX. DLO OR MAX, AREA = 39.27 SQ. FT, TRAPEZOID RECTANGLE MAX, SIZE = 60" X 120' \\ I ONN OR MAX. AREA = 49.99 SQ. FT, hQ�p` pEtJ 9E . MAX. SIZE = 60" X 120' r NOTE: (Ry OR MAX. AREA = 50.00 SO. FT. _ No. j8705 4 FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. ; 0 Q` I o;A4 (1;' iu R^M Y iHle eNeimr• - J,J. ,0/16if: C NO CHANGE THIS SHEET -STA1L Or.•,•' F„ T FLANGED ELEVATIONS FLOt11°. 1070 TECHNOL 44275 VE -1 _ fiL( III FK ar3rJdw T �B ' NO CHANGETH/65HEET NOKOMlS,PL34278 `_ ALUMINUM PICTURE WINDOW. NON -IMPACT ''�7SSIONP,\- Y .. R.Wbnx - F.K. r r ,/;,•3. A - eoe:;An�GEn{rsSHEET P.O.Bgxtag uw ,,.,r„ .. n.LylthMlhrlrlb.E. Y DaM. 9r l0•xa - NOKOM/S, FL 34274 17)}fBly Be[leT , P.6,$08706 FK, 7/14/03 PW-70f NTS 4259-- r.. I rr/ HEXAGON FULL CIRCLE OCTAGON QUARTER CIRCLE MAX. SIZE ex GO' BETWEEN FLATS MAX, SIZE = 60" DIA, MAX, SIZE - 60" BETWEEN FLATS MAX. SIZE - 68" X 06' OR MAX, AREA = 21.66 SO. FT, OR MAX. AREA = 19.63 SQ. FT: OR MAX, AREA = 20.71 SO. FT. OR MAX, AREA = 25.22 SO, FT. ARCH; 12 MAX, SIZE = 60" X 120" OR MAX. AREA = 47.32 SQ, FT'. / ELLIPTICAL MAX, SIZE =120" X 59" OR MAX, AREA = 49.15 SQ. FT, FAN EYEBROW MAX. SIZE = 120" X 59" OR MAX. AREA = 38,44 SQ. FT, MAX. SIZE -120" X 00" OR MAX, AREA !� 40.90 SO. FT. �1122 1/4" FRAME O,D. 20" MAX. TESTED SiZE ---►I :�TFMAX 571/4M A of . In„a wn will, i4 t 11,IPv1 l 621/4" DLO iavnallgcoao � \ FRAME Aceep,onco No \ 11�7]1/ 1 Q.D. - -11 hDo 7d�iG1 l9l HALFCIRCLE I f�, n.Pfodncl Cmncl MAX, SIZE = 120' X 60" 117 1/4" MAX. DLO TRAPEZOID OR MAX, AREA = 39,27 SQ. FT. RECTANGLE Mkx.;s)ZE = 00" x 120^ ,. opt yYNN ""4/F MAX. Af�EA = 49,99 SQ. FT, ti� .• GENSF r MAX. SIZE = 60" X 120" OR MAX. AREA = 50.00 SO. FT. NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. ; ° Q "4°13 61iE Lvr fW1811I "C NO CHANGE THIS SHEET INTEGRAL FIN ELEVATIONS �-p�.c '•., FLORA r' � - r .mvn^,: 1070 TECHNOLOGYORNE F.K. {r3/07 B - NO CHANGE THIS SHEET NOKOMIS, FL 34276 P T �° '�;SSlO N AEI? F.K. fyi5/03 "'A'"' NOC•F/ANGFTi4/53HEET P.o.Boxl6zB_ ALUMINUM PICTURE WiNDOW,NON-IMPACT •+»n r one: roar NOKOMIC, FL 30M Visibly Batter k1f°`�"" "" •"'^"0K' A. Lynfl IrI11Ee1�i1.E. ' F.K. 7114/03 Pw-7uf NTS 4259-3 C 1 PEA 88706 TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 3/15" TEMPERED GLASS, FTL3634 S. 1/4" TEMPERED GLASS FTL 3834 C. 13/16" i.G. GLASS (3116"T, 7116" SPACE, 3/16"T) FTL-3847 WINDOW 'Y' DIMENSION WIND. "X' DIM. GLASS TYPE 15.D00 20,000 25,000 30.000 35.000 40.000 45.000 50,000 55.000 00.000 30.000 A,B,C +'iU0.0 •150.0 +100.0 -150.0 +100.0 •150,0 +100.0 -150.0 +100.0 -150.0 +100.O -150.0 +100.0 -150.0 +100.0 -160.0 +100.0 -150.0 +100.0 -150,0 AREA 3.13 SQ.FT. 4.17 SQ.FT, 5.21 SQ.FT. 6.26 SQ.FT, 7.29 SQ.FT. 8.33SQ.FT. 9.38 SQ.FT. 10.42 SQ.FT. 11,4133 SUFT. 12.50 SQ.FT. 40.00D A,B,C +t00.D -150.0 +10D.D •150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 AREA 4,17 SQ.FT, 5-56 SQ,FT, 6.94 SQ,FT. 8.33 SQ.FT 9.72 SQ.FT. 11.11 SQ.FT. 12.60 SO, FT. 13.89 SQ.FT. 15.28 SQ.FT. 18.67 SQ.FT. 50.000 A,B,C +100.0 -150.0 +100.0 •1b0.0 +100,0 -150,0 +100.0 -150,0 +100.0 -150.0 +100,0 -150.0 +100,0 -142.2 +100,0 -115.2 +100.0 •116.2 +100.0 A15.2 AREA 6.21 SQ.FT, 6.94 SQ.FT, 8.68 SQ,FT. 1D.42 SO. FT. 12.15 SQ.FT, 13.89 SQ.FT, 15,63 SORT. 17.86 SQ.FT. 19.10 SQ.FT, 20.83 SQ.FT. 80.00p A,B,C +100,0 -150,0 +10D,0 •150.0 +100.0 -150.0 +100.0 -150.0 +100:0 -150.o +100.0 -150.0 +100,0 -142.2 +100.0 -115.2 +95.2 -qu +80.0 -80.0 8.25 SQ,FT. 8.33 SQ.FT. 10.42 SQ.FT. 12.50 SQ.FT, 14,58 SQ.FT. '18.67 SQ.FT. 18.75 SQ.FT, 20.83 60,FT. 22.92 SQ.FT. 25.00 SQ.FT, 70. +100.0 -150.0 4.100,0 -160.0 +100,0 -150,0 +100,0 -150.0 +100,0 -150,0 +100.0 .150,0 +100,0 •142,2 +100,0 =116,2 +96,2 -96.2 +80.0 8D,0 EA 7.29 SO. FT. 9,72 SQ.FT. 12..15 SQ,FT. 14.58 SQ.FT. 17.01 SQ.FT. 19.44 SuF 1. 21.88 SOFT. 24,81 SQ.FT. 28.74 SQ.FT, 28.17 SQ.FT. +100.0 -1F +100,0 -150.0 +100.0 -160,0 +100•D -150.0F10. .0 -134,1 +100.0 -130.2 +100,0 AMA +100.0115.2 +@5.2 -95.2 +80.0 •80.0 80.+100.0 -150.0 +100.0 -150,0 +100.0 -160.0 +100.0 •150.0.0' -150,6 +100.0 -150.0 +100,0 -142,2 +100.0 -115.2 +95,2 -Bb.2 +80,tl -80•b AREA 8.33 SQ,F7. 11.11 SQ.FT. 13.89 SQ,FT. 10.87 90,FT.4 S0.FT, 22.22 SQ,FT, .25.00 80.17T. 27.78 SQ,FT. 30.56 SOFT. 33,33 SQ.FT A +100.0 -160.0 +100.0 -150,0 4100.0 -150.0 +100.0 +100.0 -110.8 +100.0 -110A +100.0 -110.6 •F100.0 -110.4 +95,2 -08.2 +80.0 -80.090.000 B +100.0 -150.0 +100,0 =150.0 +tOp,O -150.0 4.100.0 �-143.6 150,0 +100,0 -150,0 +100.0 -139.9 +100,tl -134,3 +100.0 -115.2 +95.2 -05.280,0 +100.0 •150.0 +100.0 -160.0 +100.0 -150.0 +100.0 150.0 +100.0 -150,0 1D0.0 -150.0 +• 100.0 -142, 2 + 6.2 100.D itC 9 2 95.2 5.+ +00 -0,0 8 , 8 AREA 9.38 SCITT. 12,6p S0.FT. 15.83 SQ.FT. 10.75 SQ.FT. 21.0$ SQ.FT. 25.00 SQ.FT. 28.13 8Q.FT. $1.26 8Q•FT. 34,39 SQ.FT, 37.60 SQ.FT. A -150,0 +100.0- +100 -160,0 +100.. 8 7 9 +6.2 -95 +60..00 --600.,0 100.000 B +100.0 -180.0 +100.0-150.0 'Fp0.0 •1fi0.0 +0. -12 0-. 15 +1 +96,2 -96,2 +80 0 C +ioEo -1.0 50 +0 + 1000-150.0 196 6.0 +10D,0 .123.9 +95.2 -96.2 +D0.0 80,0 AREA To. 42 5Q.FT, 13,69 SQ.FT. 17.36 SQ.FT, 20.83 SQ.FT. 24.31 ^0_ FT. 2T78 SQ.FT. 31.26 SQ.FT. 34.72 SQ.FT. 38.19 SQ.FT. 41.87 SQ.FT. +100.0 -15D.0 +100.D -150.0 +100.0 -150.0 +100.0 -129.8 +99,3 •99.3 +85.1 -85.1 +823 -82.2 +83,3 -83,3 +86.0 85.0 +80.0 A0.0 110.000��A +100,0 -15o,0 +100.0 -150,0 +100.0 -imo +100.0 -150.0 +100,0 -133.4 +100.0 -116.2 +100,0 •102.3 +100.0 -10-0 .2 +85.2 -@$,2 +80.0 C +100.0 -150.0 +100.0 -i60A { 1D0.6 •150.0 1-100.0 -150,0 +100,p •133.4 +100,0 -120.0 +100.0 -10@J +100.0 -101.8 t9$.2 -86.2 +80.0 -80.0 AREA 11,48 SQ.FT. 15,28S Q.F'L 19.10 SQ.FT. 22.92 S ,FT, 26.74 SQ,FT, 30,56 $Q.FT. 34.38 SQ.FT. 30.10 SQ.FT. 42.01 SQ.FT, 45.93 SQ.FT. 'RODP Y'n6G 0,Ile Florid. A +100.0 150.0 +100.0 150.0 +'140.0 -150.0 +100.0 •125.4 +g4.2 -94.2 +78.9 -78.9 +74.0 -74.0 +74.8 -74.8 +75.8 -76.8 +76.9 +80.0 -76.9 endl,ycxan Ccoplonw No i�ei•: )1"1� Woy�oP/�Dow /,uJ� 120.000 B +100.0 -15D.0 4100.0 -150.0 +100.0 -150.0 +100.0 -137A +100,0 -120,4 +100.0 -107,7 +94.2 94.2 +88.8 -86.8 +84.9 •84.9 -B0.0 C F100.0 -150,0 +100.0 -150.0 +100.0 -150.0 +100.0 A37.1 4100.0 -120A +100.0 -108.0 +98.5 -98.6 +90.9 -90.9 +84.9 -84.9 +80.0 -80,0 7fam poEalroduaCmdroi AREA 12.50 SQ.FT 16.67 SQ.FT, 20.83 SQ,FT. 25.00 SCI T 29.17 SQ.FT. 33,33 3Q.FT. 37,50 5Q,FT, 41.07 SQ.FT. 45,83 SQ.FT. 50.00 SQ,FT. ,,I111111f1 NOTES: A\ �eNSF/��F1 '• 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 50 80. FT. UNIT IN TABLE 2. �*~. k 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST ' * '. No rg705 SQUARE OR RECTANGULAR, SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. SHOWN ON SHEET 10, INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE _ k Y _ t, 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS Q 1) FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. E ,,-P, Sims; of " °J,J. f0/t8/11 C NO CHANGE IRIS SHEET 107p TECHNOCOQY DRIVE INTEGRAL FIN UNIT DESIGN PRESSURES : T '•. FtoRt°•• , 7r,1/' F.H. arw {/3107 8 LIMITED MAX.DESfGN PRESSURES 70 FACILITATE ANCHORAGE NOKOM73, FL 94276 PR: ALUMINUM PICTURE WiNDOW, NON -IMPACT /f1711i ft,t�' P.E. r F.K. ,a 12/fW03 A CHAM1GE N07E i ANCHORlf7G N7T1 / ry12 9CREN5 P.O, BOX 1610 NOKOMIS, FL M274 ,•,,, VI'the, Beet . .".ert ew., PW-70f NTS Ra+rou.. n". 4259-3 C., _ A. LYnn MIIIOr, P,E.B 88708 FK 7114103 - - WOOD ANCHOR WOOD ANCHOR (SEE NOTE 2) ® (SEE NOTE 2) 1/4" MAX. SHIM 114" MAX. r SHIM 1/4" MAX. � SHIM 1I � .13i' DIA. MIN. x 2 1/2" NAIL, AT CORNERS -�-.�- 7 <��v 1 3/8" MIN.MIN. &EMBEDMENT --�- C� ®EMBEDMENT AND 5" O.C. WOOD BUCK OR FRAMING 2x WOOD BUCK 2x WOOD BUCK INTEGRAL FIN DETAIL A INTEGRAL FIN DETAIL B (SEE NOTE 3) FLANGED DETAIL C (SEE NOTE 3) CONCRETE ANCHOR CONCRETE ANCHOR (SEE NOTE 1) (SEE NOTE 1) ® ILA" MAX. 1/4" MAX. SHIM SHIM • :'"'+� `�•'�SEEE1 FOR ':'' � - :e e EMBEDMENT SEE NOTE 1 FOR ':• .., 1x WOOD BUCK v . EMSEDMENT�', ' "' ' (SEE NOTE 3) ET 3.5 KSI MIN. CONCR E ;5 KSI MIN, CONCRETE OR 1.5 KSI MIN. CMU FLANGED DETAIL D (SILL ONLY) FLANGED DETAIL E NOTES; it ltGVISBD I, Y I h, wph I e forido e Oo S mP Y 1 3 " 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBED ED /8 t Code Aled n s -, MIN„ 5/16" ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4" S84 CRETE-FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE I,EpJ(N t0) D4Uf .�/��f EDGE IS 1 3/4" MIN. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 OR #14 STEEL SCREWS (G5) OR 1/4" SS4 CRETE-FLEX. nlaw bde Prot ,el Cnnl,o 3, WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL, THICKNESS IS LESS THAN 1 1/2", 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR o� `I GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING \\\ \� 4, FOR ATTACOHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 118" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. = U-L. 9 rI 2, O ^J.J.ar n> �' NO THIS •tE '� r SFLOt?��`' • 1Wi8/71 C "8 CHANGE SHEET cro7E=L101oYORIVE ANCNOIZ4GE HEAD SILL AND JAMBS •., \� Oc tom` REVISE AND UPDATEANOHORAOEPERCURRENTPEC NOK06f/S, F13427b� ALUMINUM PICTURE WiNDOW NON -IMPACT f F.1C. 1217L•/0;1 A CHAMGc NOTE. 1 AND FASTENER SPACING P.O. BOX 1620 NOKOMIS, FL 34174 1?slbly Berrer n.,k,nu"eer: "-'--•- PW-70f NTS 259-3 ^'C. I rNlai { A. Lynn 67 P.E. P.E.868706 TABLE 3. ANCHOR ON -CENTER DIMENSION BY ANCHOR TYPE • WOOD SUBSTRATE ap m WINDOW "Y" DIMENSION WIND. Ux 15" 20' 25" 30' 36" 0" 4 " 89' "k' 4 1. 2.,4. 1. 2, 4, 1. 2. 4. 1. 4. DIM. XYXY X Y X Y X Y X Y X Y X Y X v X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y XYXY X Y X Y X Y X Y X Y X Y X Y 39, D.C.m �m m.=mEm m`m MN mm mmMm m.'-m--m.=mn. mr�' mom M"-m V�m md M � rnF:mm n ,D m r m m 40" O.C. o�m�m n m�m mrmr?��m r((oo nnPmm tm3[�nOo or IV"0r n n m�a�nm mmfi rn^mg3 �maa, aN7m1 mm9 m r,.. ;,, rommH,r rnm00 OX, ggT ` t9 t r mmm � vSAnN Nn mn croo 050" nh.,0 Nmhr�Nmi 0,o W m r mnn 0l;,,0 rppInD0 wmagg¢nmP0 npo nmm�r- nnW nm BO" O, C.rypp Nr�y ;zr5 ymir�0 pm��nmLmm itole,gp m1%gaW9 VA �No mImma am W W man mmrwm eMMmm mry Y?r o!59 m y L i'4 �m,mo00. V o pap m d, J7 N 17mi ZA mo ; b n m m m 80" O'C:,asomsN��mc��C��mmm� at zz 5�nn'�i3n ter; r mid: mmnmmmnmm °'' m mnm�an'° mMm awmta ,nm,(,n,,,m,onammbamrmm mm BO" O.C. WO AW ~m cmm�mTmi��C,A�� r r C+,a,3 n l°�E��oo�oNmggLLop�C n l0 n ,�5 ,r, v3 V7 r71 d9 gmvv'poS 0S ?1 N .-r-.-rmm^ nmmro I;, m m HM1n rv,ti-r m6):n cm mama hnM nmm,�?mmnMm'nm ioo" D.C. C r off," S �a r� r � Sf �� a �aa1N 1a ,S 0'H^ mj, i0 M rn u) eo m" N m N r ,� ,D o, N r w m m� V m m m m m^ r m 110" D.C., 'Nr` � ;°vrl!R;is n 6r^4 >nm�m;.B $ IRI� gn, o O n n m m m m 'o 1� m 'D n f� "? n m zMg m n m^ a m n co m m a m n, m .0 m m ,- N ,D m m m ,� 0 m 40 m m m l' , 20" O.C;.N �N.-rn�-t7oM ,= m•-•-•.�maM�mafrD,�ai a� L'4 o �AM f m m j,�I N m <3AcJ V ,� a a ,,V •t C, YY v�f m y Oi�m 91� QMp m r m 7 m m„ m m M m o0 t0 m a, ,O Y m m m m ,o O m a m M ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3. 1!4" ELCO TAPCON 4, 1/4" ELCO S54 CRETEFLEX 5. 5/16" ELCO TAPCON - PILODUCT REVISED annplying will, the "'1.64. Bu11011,S Codo Ac4bpt0lm No I I F�ixp blf uDn aG�zo/ NOTES: Minn JlhSci 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: CSS�r�'`"n/ pxaoProl MAX, ON -CENTER (O,C.) W' AND "Y" DIMENSION FROM TABLE 3 (MIN. 2 1/8" O.C. CONCRETE SUBSTRATE) DIM. MAX, 8 1/2" FROM CORNERS DY`I \INN A, e111,� 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: �---- "X" DIM. I = �`�:' -'= FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON -CENTER 1k ;• rlo. ,BIDS - DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2" FROM ANY CORNER. _ L�-•�� )j 1 W_- '✓.71 " 10/18/}i " n•G Rey NO CHANGE TFf15 SHEET to7BTECHNOLOGYDRIVE "V`brt ANCHORA GE, WOOD SUBSTRATE LIYF, 'POD `•.,, FLorLlO�'�C9;' FK 4l3N7 B NEWSHEET NOKOMIS.FLW276 nae' •.,..• ' r. AO, Bqx r62e === ALUMINUM PICTURE WINDOW, NON -IMPACT //SS'110N" n,. F.K. wu: 7114103 e^•er o.re: NOKOMfS, FL 34274 L27ib1y BerKr' Bi1p^""�''' ^`�'' PW-701 NT.S 4259- aCi P.E.868705 TABLE 4. ANCHOR DN•CENTER DIMENSION BY ANCHOR TYPE • CQNCRETE SUBSTRATE r;NCHOR TYPES: - -• WINDOW"Y"DIMENSION 'WIND. cgji a 15" - 20' 1 25" 30" `. 4 g " 55" 80" 1. #12 STEEL SCREW (G5) 2. #14 -TEFL SCREW {05) X XYXY 3. 4. X Y XTY _ X Y 4. XYXY X Y Y 5. X Y 3. X Y 4. X Y 5. X Y 3. X Y X Y 6. X Y 3. X Y 4. X Y 5._97 X Y X Y X Y X Y X Y X Y X Y X Y X Y X °x" DIM. Y 3. 1/4" ELCO TAPCON ELCO SS4 CRETEFLEX 5. 5116" ELCO TAPCON 30' N '- a m m m m m m M M v m I$ m M m TA! m n m ro w mmA „4.114" M mm M of m m �S m n ,,, l7S O.C. m m m? m Mom m a ro v n m n v m m al 3Nr � my3 �, �O 1Nrrmr l# oam�5r�+��r�nn g � to mr� p� l =m �n7S mmg`rg Ste; rl mLv`re' of ' �,. ammtOv al e3 ulr'sn 0c1m n 40" D.C. mrrnn �rn�m,namtomm� m a'n n°'�av' _ brm� v mmm �,v ao,m;,M 0Mm„M m . ".-Y C'D��5 lT,.- r�ffol7Srn�or•r�t`SFr�.-�-l�r•- •- fin n 50 n r •- ��o� •- m I, m ,.� a v n m V' N fp r- m+ v m m m y d m m m ,,, ,l h h ,•, N F u, q. n- h ri a P n lC m C4 N O �y C N m LO ll m m lO m a i= m o ma m S a C13 CIS ��oo m VT m w�N c�1 P meDfrmv, n m �roromm 60" D.C. m n n m a m p' "+ r0m m a"-W,,,000mmm� lj^ m O �o „3 N_ w(0 to mL@o �,N $ a m a mrn �oLa a g lom p, as `,a aaa pp 70" O.C. ,iI m R n IV m m m m N a n m ,^_ m e m M Y N N n "O M .d. to �Neo4^`4mwQm 5 A m ?C� .- fv`�49�.w.aw'hrDNeo'.°SteaLI.Co•7c�`f,��l4ns� c4 M m v t71 $7 ill „ n l3 Co c7ta Nm 80, O.C. •- mrrnm�mmE eF+, rmm�commN 8, 81 m m m N",nn r- ,- Meru nmM e,nmm ,,,mnm�,,ae,mmMQv,amm� 5' F1 m m mg r'n o e�- SMmC m`r.,m w m a mm �S .`-W 4,Sram^-,-n�r�7F m_m m A Ir ,7�5��,7S�r01M, m� ��''`�7�b1!-g ro�j�Qal71fo�SF, � �2 m N a n m m mY am M ,,, M O i-m tfi m m m '� n ^^_ "-' ,00" 0.0, S�a,E�sC�merla�C3Vrm�nffiv�rm�gm��nS�m� to m m y• �o m m m m v m m m m In♦N•• - h m n n O, r0 a m W M H N h M ,n N m M H N m (`) N H n s p•+) m m m a m r M 0f . m mma a a to a m md• maL,lmmromw 6�a�ao+rale�� m�Q,m m °mmuZwm1��mN nr m y O.C. N o1W_ f0 m ,�, a l`. m m m 4 fC m Q N,!:; rltouurr RavlstD re wmplyiug with the 1:100du - l)uldh,g code A00Ptnn Do oNo R •?d+dJ,-Lf� a11xm a JIM uetconuol NOTES: 11, ANC-I10R SPACING FOR SQUARE AND RECTANGULAR WINDOWS: ^y^ DIM; AND "Y" DIMENSION FROM TABLE 4 (MIN, 214' O.C, CONCRETE SUBSTRATE) MAX. 8 112 FROM CORNERS \ o�ENpSE 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: - "X" DIM. FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON -CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING $1/2" FROM ANY CORNER. I '•. P � C FLOR1a.' a• NO CHANGE iHi6 SHEET FL 34276 an•rw,.. ANCHORAGE CONCRETE SUBSTRATE uai07 F.K. B ftw nr. NF,WSHEET NOKOMIB, ➢.0. BOX 1629 IJOKOMf9, fL 34274 ALUMINUM PICTURE WINDOW NON -IMPACT �i �I,`I b E. . A. Lyr,� M , P.0 607V F l 1r31bly Better vm c,m,r 4•v^ --'-ro µ' NT.S' 4259-3 C on,neF uve: rn.m y nor. MIAMk E MIAMI-DARE COUNTY, FLORIDA PRODUCT CONTROL SECTION 208 DEPARTMENT Or PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 2(> h FloridaStreet,3 Room 474 AFFAIRS (PERA) Miami, rid331752474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 31.5-2590 F (786) 315 2599 NOTICE OF ACCEPTANCE (NOA) www.miamlidade.stovlpera/ PGT Industries, Inc. 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 (In 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 f falls to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediatelymodify, or suspend the use of such product or material within their ,jurisdiction. revokefY 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 cod This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. D.ESCRIPTION: Series 11PW-701 Picture" Aluminum Fixed Window -NJ. APPROVAL DOCUMENT: Drawing No. 4259 3 titled "Aluminum Picture Window, Non-)Jnpact' , tt ,,, sheets 1 through 12 of 12, prepared by manufacturer, dated 07/14/03 with the latest )'evision C ate 10/18/11 prepared ared by PGT Industries, Inc., signed and sealed by Anthony Lynn Miller, P. E., bearing the 1Vliami-Dade County Product Control Revision stamp with the Notice of Acceptance rum and td Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved"' unless otherwise noted herein. RE, of this NOA shall be considered after a renewal application has been filed and there has been EE no change in the applicable building code negatively affecting the performance 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 shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA- ApVEI2TISEMENT: The NOA number preceded by the words Miami --Dade 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. INSPEC TION: A co of this entire NOA shall be provided to the user by the 11lanufacturer or its distributors and shall be available for inspection at the job site at the request of the Build Itig Official. This NOA revises NOA No. 08--1112.09 and consists of this page 1, evidence pages E--1 and E 2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No.11-1114.17 MIA tnQUe NTY Gay"'I- Expiration Date: February 19, 201.1 'I t6 r2. Approval Date: February 16, 2011 1 Page 1 PGT Industries, Inc. NOTICE. OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L Manufacturer's die drawings and sections. (Submitted under NOA's.No. 03-1105.02) 2. Drawing No. 4259-3 tiltled "Aluminum Picture Window, Non-Ir ipaet", sheets 1 through 12 of 12, prepared by manufacturer, dated 07/14/03 with the latest revision "C" dated 10/18/11, prepared by PGT Industries, Inc., signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Inf ltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 Along with. marked -.up drawings and installation dia ram of an alumiDum fixed different shapes window; prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3834 and Y p , FTL--3847, dated 07/30 and 31/03, all signed and .. sealed b Joseph C. Chan P. E. UJ (Submitted under NOA No. 03-1105.02) C. CALCULATIONS ., 1. Anchor verification calculations and structural analysis, complying with FBC, b PGT Industries, Inc., dated 04/13/07, signed and sealed b Robert L. prepared Y g Y z•. Clark, P. E. (Submitted under previoiacs NOA No. 08-1112.09) 0 2. Complies with ASTM E1.300-02/ 04 E D. QUALITY ASSURANCE 1. Miami -Dade Departmen, t of Permitting, .Environment, and Regulatory Affairs 10 (PERA) E. MATERIAL CERTIFICATIONS 1. None. F, STATEMENTS 1. Statement letter of confoTnnance and compliance with the FBC-2007 (with the 2009 supplement) and FBC-21010, dated 10/26/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/26/11, signed. and • sealed by Anthony Lynn Miller, P. E. Jaime D. CAS on, P. E. Product Control Section Supervisor NOA No. 11-1114.17 Expiration Date: February 19, 2014 Approval Date: February 16, 2012 E-1 s q P. HEAD y i3 P J.",MB MASONRY �/ OPENNG FRAMC tr ' 1XBOCKc _ 9r'Mni: JFiPTO Vk E ANCHORING - MaS�liiyiXbvckcon.tnwrlmili_ - ' ,COH�R,�fEAI•h:flCR_1:1O1C . - 'I -rent - -due I tubs q(tJlron or rgvo' ccnr a irlr_h r per, o ilrieren "supplier pray hi ,e a (tc c _ dislcj co and cgntar dlstonc o requR8inent8 - ? C unc.rote an,hor locgflo , ot 1 {e cofn01 rq<r/ b ad!vsled to mal;rf In ftle rilirt e Ip� - dtstdnco to morfcr jo!nfs. If concrete v twll-lr locc)fft rn nofe.rf ac MA, ON CSWER must be adjvsn ted 10 nialn m the n !r epse cAlonon to n o+tor jolnfs t:, ode'nn1 V ICIRIP ur!Chors rrx v :e required to ensure me "MAX ON not ,pie -! AIJC t �K 'ANC,HOP ` Sid hn1Pd; MaFpr11 rJT )N r H,-A `fIC ](a nnAc19tdtYUGS s MIN CFA ICE AUTAr'EtJldPtr'ii{ak: 1141' IT. 1/4, -3116- -1 irI�4" 1 llnl"� 2 SIB° 271�Fr: rilhiG€J.°J:18 iIING-C- DETA+L e J� L 4 ��„aortal 0 •f go311 ej�°ea gm,4i ms o °w , e bt7 U u 11- J (J ^t o T z IG R _ a a -- l. f r3. - { r LATCH G DEADL!Mr MAIL i t � I I I I_7 C7 u k j R W Building i onsc)..ltants; hic. Consulting and Engineering Services for the Building lodustry i Ste. P li 'Box, 230 Vah`ico, FL 33595 Phone ,13.639.9197 rlorii!LBowd of"rorco,ionnl Engineers Cerlificate ufA11h,nation No. 9813 Product Category Sub Category Manufacturer Product Narne Exterior Doors swinging Exterior Door Assemblies Plastproi Inc. 5200 West Century Blvd. Los An Angeles, CA 90045 9 Smooth I Wood Grain 1 White Wood Grain Rustic Mahogany Series O Fiber 9 lass Door Insvving70utswing - "Non -impact" .Scope: this is a Rroduct 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. 91\1-3, Method 'I f_1 of the State of Florida Product Approval, Department of Business & Professional Reuulation. RVV Building Consultants and Lyndon F. Schmidt, P;E. do not have nor ✓*ill ac;quire financial interest in [fie company manufacturing or distributing the produot or in any Tither entity involved in the approval process of the product named heieln. Carrrftations: 1. This product has been evaluated and is in compliance with the 2010 Florida Euildi110 Cocle structural requirements excluding the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown of details. Anchor embed rnent to base material shall be beyond wall dressing or stucco. - 3. When used ill areas requiring wind borne debris protection this product is,required 4o be protected with arc impact resistant covering that colrlplies with Section 1609.1:2 of the 2010 Florida Building Coda 4. For 2x stud rrsaining ccn Sb_L1CtiOtl, anchoring of these units shall be the settle as that shown for 2x hock masonry construction. 5. Site conditions that deviate from the details of draeving FL-15221.1 requiie fullher engineering analysis by a licensed engineer of - registered architect 6. See drawing FL_-15221. i for size and design pressure limitations. Supporting Documents: 1: Test ReLrort Nti, Tc st Standard �esttns, Labora;a Sic necl ETt -10 209 24641.0 ASTM E330-02 ETC Laboralories Mark Sennett F1C-08 o0n-21639.0 1AS 202-94 ETC Laboralores Joseph Dolden, P.E. TEL. f)1390.365 1AS 202-94 Testing, Evaluation Lab.,inc. Lyndon F. Schmidt, P.E. 2. _Drawing No; Pr ased�- _51c1q, I & Sealed Ho, FL-'t522'1.1 MN Building Consultants, Inc.. (CA #9613) Lyndon F. ScFanidl, F.E. 3. Calculations FS't Uarsd by Side & sealed try ;Anchorinci RW Building Consultants; Inc. (CA:.#RP,13) Lyndon F. Schmictl; P.E. 4 Quality Apsurance C:ertiticete of Participation issued by National Accreditation and Management Institute, cariifyitig that Plastpro, Inc. is manufacturing products within, a quelity assurance program that complies with ISOAEC 17020 and Guide 51 Lyndon F. Schmidt, P.E. FL PE No. 43409 7/91i^r11 9 Pic 1553 Tv,/ B Sfleet I of 1 R W Building Consu.ltan s; Itic. Consulting and Engineering Services for the 81-1ilding Industry P.O. Box 230 Valrico, FL 33595 Phone 31; 659.9197 17laridn Boe.rd urPmressimud Engineers Certificate cf Awhoii2ation iJn. 9111 a Category Suez Category Marrtifacturer Prochict Maine Swinging Plastpro, fret- Smooth I Wood Grain I White Wood Grain Exterior Exterior Door 5200 West Century Blvd, Rustic ! Rgahogany .Doors Los Angeles, CA 90045 Assemblies 9 Series Q Fiberglass Door Inswing/0utswing - "Non-Irripact" n eoPe: This is a Product Evaluation reaorl issued b R W Building Consultants 11. r Lyndon Y. � Ic.an1l 1 1 u F.., _ rl l rc . P 9.E. S t ( ysLmlD# d 99.8) for Plastpro, Inc. based on Rule Chapter No: 9r,•I-3, ivtethod 1 D of the State of Florida Product Approval, Department Or Business &. Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company liranufacturirag or distributing the product or in any other entity involved in tile approval process of the prodtic:t named herein. LlrnitaYfrrt.�: 1. 'Phis proc(uct has been evaluated and is in complia Velocity u nce with the 2_010 Florida EBuildingCode structural requirements excluding the 'High i i' iri cane zone". 2. Product anchors shall be as listed and spaced as shown oil details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. 'When used in areas requiring wind borne debris protection this product is required to be larotecteo with an impact resistant covering that compties with Section 16091.2 of [tie 20'10 Florida Building Code. 4. For 2x stud framing construction, anchoring of these units shall t'le the same as that shown for 2x buck masonry construction. 5. Site condilions that deviate from tine details of drawing FL-15221.3 require further engineering analysis by a licensed engineer or registered architect 6. See drawing FL-1522 t.3 for size and design pressure liinita[lons_ Sr3prorilncp lJe)ctidlsen?s: I Test Report No. Test Standard Testing Lrbolatgr �>�lie E-rC-10 209-24643.1 ASTNI E330-02 ETC Laboratories 0.4alk Sennett TEL 0-139o3Ci5 T'AS 202-9-1 Testing Evahiatlon Lab., it,(_ Lyndon F. Schmidt, P.E. 2. Ll>favvirax7 ido_ F,retier'edLb Signed Se Led b No FL 15221.3 RW Building Consultants, Inc. (CA #981 3 i Lyndon F Schmidt, P.E, 3 Calculationi Prgt!ar�d bb� Sj&I Le _& 3eglled by Anrhornln RW Building COMn111tantS, hods (CA #19813) Lyndon F. Schmidt. P.E. 4: Quality Assurance _ (;erlificate of Par'lelpatlon issued by1`ra(ion ai Accredtie tiort arld Managertlent lnstitutc., cer'tif ino that Plas 3r) rr 8rl - Y ._ tf r,lnc.Is r� u(�c(ulincd products within a quality assurance p'egiain that complies with ISO/iEC 17020 and Guide 53. Lyndon F. Schmidt, P E. FL PE N,,2. 113409 _!2 .; / 2012 ,uae�e['[BA �: .di+,rv5 nc� ., .. w:u;{RY •n„ i''�t>'4.SIAK w�-ai: il;,A r']b,..-y 1]. : n.+"'r.,�.r, Ft ^':!", "•,>' „�,�„i ,� Yi � �,x..��bune� �a4 �{A'.spunw..y�.$�ry°t'�i.d'klF,WutGrv{iiu'1ii�'�iw,wt'uWll�J�o IIG�il.7'`.1�''ItwKW�s�L'Lit+'1.'HifMLtJSN'a'avelb7i:.d+Ita+wrolln+.5.t� 1 I �.t 1`. Yt '.:F-. ' P"�"" 1 �, /.. A i'rl. r!•o4irk:::...rud � p.A�iU rlet.. v:.r:h rrb.b4lf , ,.,. .., ttP. ti>!15•d'.t$lvJ rt„1., A. - l i s r f+• S _..r. m _ - fU Io i fl b r Ito �1 U. - _ i r - >; 1 Ulu 't r LLI [rl { �, r � w < 1 c/7 i tzt 1 C) f l r topE i I Itf r! r�, 1�7r. 4, 'ill isfl t_ .L �:. _ ' �-i_ 1 nrt ! { l'I 1 7 -. � J 1 I I j � � yy OJ tlr a r� RJ LIP^ ;I i r I I ! ff I �- a l l { I � I I I N • :I hit I i i t 1 1 gp 3 .' - , r j. _ 7�) I Br { -�r.� (P,;IEAD P IAMBS (. i ,1'd f1UC'k r� pEi:Ait. i u< e �.�, irolmmrmaW t I iA50fJPY i (G ap.+BOCKMAS oPENu.h; - I �. _ v. r CPErllrlr_, i;'° � ,ao f 1 I at�r-u g 2X BOCK--\ I O F � � ,v 2 4i 2X BOCK- - i� • o W M r j 5� sfr 1{Ir]r_,E 1 I it` _ ¢7aavt ui �i!r.'rrKA atr�d .wrirol:INc ., Cc7NCRirEANChJRNC+rES: --- biPdK6_dRPta $hUlh tit_ fCill9({�h(�- tl)NGEJAD11i' j q 1. Su'nsfitutlon of e uolc n vela nchcrs M1kren nsilii':(I n ---in I' JlReren, sur^plierr7anY' ila e �fifferent edde tot s drslonca card center dislvr're )equrremsnts: - - r �� { �` . ir 6 . :?. Concrete anchor loealions of IN,) r_•_rners mo try oivsted to rxl!nralrl [I)e nlin. adGr. f*� dlstarice to rnorior'Jcilnls, Coocrals onchorlo•::lions rolerJ ns "t,1 i)G. ph' CEh'fER"rl;u;) he M od !< - ed f n .info' kt. cr { A .lrl m the n) od (Y d _ C1nL'B f M a i .R o matur'oinfs adriil n r - � I ndI �elncre,e oncha� i a> rrs re r Us d to e:lsure ,I ti"MAX.ON CEt, . ''t lT6R t,vr.ctn_eonar�s not _>•c.e:ada�;. _ _ �r . ��+ `t• / I a 3. Concrete anchor fabler <---ri-1--' - x - -- - -- - - - i' 11: gUra r';{ ��,------ � � t{ rzsl - - - -- - - a .r, I a I yy F kai ,tr. : r 1 ji : -.: ,1 i.,. E r -, e r: 1', . r: :. i ':-. v r I F » _ ?� N.. $. ;r� I�G(i e .�1- SklTi. i:1.,..4 �@il}, C fu- 1J\l: {. . � ,� .,,_ c ..: •,_. r .,. ,. `•_ , �... .. ;. to • ,. ... !, I ( II( �'.--a.'.�r�! ° TW i k` I 1 1'd" /1` - T --- 1iYt.s,� i2sr LIl� �J�7 -- L=.r �l.E _,1 !� Ac jl II. / 2 1 4 I j' l 7,. V7 earl � rK - --- ----- --- - -- - -- -- ! IrYV 3il.f" r•ti4" Y-,/tE' f i;N . LirCN di li,E,IQL(JLl'Di7StfE !rlpl rc h,iAii.l . Asir �rtrghrt< a�G f44 I, errsawf - 1 rscwx�°d t1n�� xJx1slnwt � I. a� i �r G' e II nl I I I 1111, 1 [ 1 1111 h11 'ri'miiIli_ll'1 i - I 2"X4" NAILERS (TYP,) 2"X4" VERTICAL SCAB 6 48" O,G. (MAX,J CONN, W/ 4-16D NAILS m 2" X 8" RIDGE BOARD TOP t USP "RT3" OR 51MP50N "143" HURRICANE CLIP AT BOTTOM. CONT, 2"X4" 2" X 6," (M2 YELLOW PINE) RAFTERS 6 24" O.C. USP "RT3" OR SIMPSON "143" HURR. STRAP 0 EACH END USP "RT3" OR - SIMPSON "143" HURR. STRAP im 48" O,C, TYP, 2" X 8" RIDGE BOARD VERT. SCAB BEVEL CU TYP. CONT. 2"X4"— NAILER TYP, (2—I&D NAILS PER TRUSS) USP "RT3" OR SIMPSON "H3" HURR, STRAP 6 48" O.C, TYP, SIMPSON H3 FRAMING ANCHOR TYP. /— ROOF SHEATHING SECTION "All-1141 END NOT EXPOSED TO WIND .4-16D TOE NAILS 6 RIDGE BOARD END ROOF VALLEY DETAIL NOT —TO —SCALE ATTACH DOOR TO STUDS THROUGH WOOD DOOR JAMB PER YOUR MANUFACTURES INSTRUCTIONS TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION l CAULK DOOR PER YOUR 0OOF2 MANUFACTURE SPECIFIC RECOMMENDATIONS TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION zUSSES BELOW SHEATHED RIOR TO VALLEY FRAMING ISTALLATION, X 6" (02 YELLOW PINE) VALLEY FRAMING (TYP.) COMMON TRUSS TYPICAL STUD WALL WOOD DOOR ATTACHMENT DETAIL ATTACH WINDOW TO STUDS THROUGH WINDOW FIN PER YOUR WINDOW MANUFACTURE INSTRUCTIONS TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION CAULK WINDOW PER YOUR WINDOW MANUFACTURES SPECIFIC RECOMMENDATIONS TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION I EXTERIOR STUD WALL E-- I WOOD WINDOW ATTACHMENT DET,4IL 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 PROOCUT CATEGORY STRUCTURAL COMPONET STRUCTURAL COMPONET STRUCTURAL COMPONET STRUCTURAL COMPONET STRUCTURAL COMPONET ROOFING H Y f tC PLf-41`l 3111o11 = 11 0 11 THE CONTRACTOR/OWNER WILL BE RESPONSIBLE FOR DETERMINING IF EXISTING H.V.A.C. SYSTEM CAN HANDLE ADDITIONAL LOAD APPROVED PRODUCT LIST SUB CATEGORY H10 AC6 ABU66 HUC210-2 WALL ANCHORS 29 GA MASTER RIB OVER 15/32" PLYWOOD MANUFACTURER SIMPSON SIMPSON SIMPSON SIMPSON THREADED ROD UNION CORRIGATED IND STATE OF FL. APPROVAL " FL 10456 FL 10860 FL 10849 FL 10441 N/A FL 1211.1 R2 ROOFING 030 FELT ATLAS ROOFING FL 11915.1 SOFFIT t FASCIA TRIM SOFFIT AMERICAN CONSTRUCTION METALS FL 12019,1 SINGLE HUNG WINDOWS NON IMPACT PGT INDUSTRIES FL 239.1 FIXED GLASS WINDOWS NON IMPACT PGT INDUSTRIES FL 243.4 EXTERIOR DOORS SWINGING PLAST PRO FL 15221,1 WALL SIDING VINYL LAP CERTAINTEED CORP FL 10421.1 GENERAL ELECTRICAL NOTES FOR ADDITIONS 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, f ` THE EXISTING STRUCTURE WILL HAVE TO HAVE SMOKE ALARMS ADDED PER SECTION 1004 OF THE FLORIDA BUILDING CODE EXISTING BUILDINGS AND FBC R313.2 ELECTRICAL PLAN 1/411 = 11 O11 ELECTRICAL LEGEND 220 V G.F.I. 110 V GROUND FAULT RECEPTACLE 110V LIGHT SWITCH CAN BE CEILING OR WALL (TYP) 110V 50 CFM'S BATH FAN �Q 4 VANITY LIGHT 110 V WP 110 V WATERPROOF BATH FAN LIGHT COMBO CEILING OUTLET FAN W/ LIGHT SMOKE O RECESS CAN LIGHT DETECTOR ELECTRICAL PANEL ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' FEET OR SINKS), GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GFI" CIRCUIT ALL REMAINING OUTLETS IN HOME TO WIRED INTO A ARC —FAULT INTERRUPTER "Am" CIRCUIT SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING AREAS CARBON MONOXIDE ALARM MUST BE INSTALL WITHIN 10'O" OF EACH ROOM USED FOR SLEEPING PURPOSES WHEN BUILDING HAS A FOSSIL FUEL BURNING HEATER OR APPLIANCE, A FIREPLACE OR AN ATTACHED GARAGE, GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.C. i HERF.��1 e,I3Ti�F, xy.AT i ,HA #VIEWED THE ATTACHED pE81C{1V8 `i> Wp'FOUJ�IbG11 70. JH'J° gMIPLIANCE WITH CHAPTER I6, S TION 1609 OF THE`FL60i$A P.WLDING CODE ASCE 1-10 FOR 139 h(PH SP ptND fi lE EhY RE;2010 FLORIDA BUILDING Co �EI..RJSIDENTIAL �p >4 �; • " ✓ �4_T"L ,FS'dtjCBT�N,R E„ '. A'SE NO. 38654 e...� v<I 2�bA091TY, FL 33826 M N U3 Lo UZM Z z LU 0 0 N Z LL z� cr' Z C,� LU o W g a N M N ry z m N Qco M < U P = u u_ LU = O W N w co CM 4 m O m Z Z c0 M W W N Q) Q UJ w�- u z zz oy o (I0 V N �= d z z �r ro �n 1JA .Q Q N a 04 Qom-- zM Q 7i1 Q ih O O O Lu IL LL _� JU M N (L LIVING 1,2109 PORCH 1 252 PORCH 2 165 TOTAL 1326 PCx 4OF4 --i _ -- - - - - r--- - -- _ _ . �-^-- - __ I _I I _ I� I I .. - I I --- I L- - - - - - I I I d _ JL1:1't 1 _± 11 I I I I I I I ) I cw . 1. - I FL Ir'U-) )") :I .'.."il- I �, "(4 - -I -,4 - %8�", 0��,'."Y,',�. �_...:.., "". `_., _�I,,,� ___ ,I ,��. . �t .1,� � ;11.__:.41P !� q� - . 111. ..,., .__ __._ _...........-'-..._....._..... _ .... _.._ ._ _ .... _. .. ...-._.. . ._._ .._. ....... ._-"-_........_...---... _, . _. _....__,_.. .1-1 ,i "z,: ;, 1 , � 4,;( OR.10"?A�"., , " `� �` , __, Q I i , 't, " .__ I- - Z .,_�T . �, �� tl ;k 1 4, _� d I p;.. I .�. _p , . 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I ' I h 1 I I +r ?ffi (f l I - ..._...._ t _.., I i ,I I j i. 1 I. _.tool 11, , i i i ,.. _ _ _ I 1: 1. _... _ ....__- _. ..._ .._. . -- - - --- -_ . I_..___. st.`J ,. ...._._ t ...i ::rft, Il _. 1. �., :_, .i., I . _ t : I I : .. I.. .. ..,. I ! 1` _. 1. i r. II l i 1 J J f f f. f f•: t I ... .. _. ....i . _. ._... .. ... i i t t r'�, i �( I i .. .. _ _.:.. _.:. _. ` _ .:--,I :�...r,1=Il:': ...__.:.._._ I :: f j rT fat .J :: r :., ,.: ,r..:.._ _ _-tl 7 , t : tr ,.;vf .. ..:.! i .".: + e:F..: I 1 7 __.I I I I .`____.__. __ 1. 1. II i, _._.. .. ., _I n r I i. - ... !.. .. 1. ..f .. ._ I I ... _ L,.: .. ... ,L:.. L. . e , .::,. .:. j , . , ,, I-,, ... _ .... ......... ... t _ 1. --__, I r 1 .::.. r t i � f aI�.,,. ,, :a# i. _._. _. _ _.. ..._._....---_.. .---..-__.____ _._-_ ------_._ ____ - .___________�____________.___ .: .1 ..,. �. ...I .. -,.. __. . ...,_ ._..1._._ ,.__._._ .I. . . i . .-_.. ., ... + ; ._ .. ..___. t:: _ _ i' 16 MASONRY OPENING FRAM ly aU �5 6„ :1- i �r -� r31, __F�-.�--t I I 1 '\� SEE DEf?IL "2" - ' J( _ - II .ASTRAGAL I) I I S11OViN FOR I 1/ REFERENCE _ _�_ - PfP, 4AD & . - J ONLY 1 jit, tas I Ii , I~ EJ� j5_ II (1, �r c CK- ti 7_ ( L - M _ TYP. I I l r ) `, - 11 I I O') TYP. 0 SILL SEE DEfA,I LI-1 - I I i ( I I- I A -I _ FRAMEANCHQRING Mosonry 1 k buck corstruc!lon - i� _ CONCRETE ,� J10R tJa1rS: L St. LSli! Ifni of aqugl _oncrefe.anchors froru o cliffEir�n` 5vi7F>lier may hove di/:event edge (fsfJnC arid n'er !r'C•,ce, rant'-elrtenrS. ;:, t ern •elo an,. Iln lacquers rat the corner, rno>• bn orJ,ustsd to twYntcoin the rnfn. edge, d stonce to m'»iar jo(nts. it concrelrr oncl,a locaffonS noted as "MAX, ON CENI1FR' must be 1 Jsl r! t I e to man , nu d ; r ah the n edoe3 fa ca is r nr r r r i - d+hon ecinu�is un hJ s t n n r i rh,od r 'n , e P � n , ', L r_ t r t r. sn ay yl to e,si e r� 1 `< N CEIJ EF" C •,-en r ns ai>s not exceeded. J. +Moncrefe c nchor fob c A CH ft Af�CH fi { "f.. � tr9FFf s y.E+tRAMC�Tp Pllt( �LCA°>'aVr; 1�1 1 ri�4I , 9 F F ttM Dlvt f N !' S � R A ~ll 4 . ~ h d r^ r r t91r F h ! i' N +� t .0 ITW -. +" 3 S t• " I/4 2-1/2" 3' ._ _ .._... ?-1'4" IrW ------i I 3/16, - - _ 1-lid'' = __ __--__-.............._.- 7.5,rB" _ - _ - -______._________._I 0 NL-,I G rJ Z "Y P a 1 < b 45 �{ p = Lpan Y 'a C Z J y 0Z `1 h n ,,11 t - eoo pc" �,4 ar _ ..E j f o ry (g ► z$� < I _ ,,1} _ I CA, 41 s a � ��l � i =. '' 't l) , �� s 1 ��J n �...._......-� i __ ` - �_ ... ... _-... 4 -15 r' ;LATCH S DEA@&(7tTDt7AlL, itlNGs DETAIL i cr r 1 z, �z 2 V � K") am Wd 01 di �s II 11 _11 � M&QAAL STRIKE JAMB �,iI i r r -I -r, "'� _� "._ i , I --_- �- ! `�' I C D£fA2 2. i (ci ) (" `I I 1 �, j _i I. , _ x n - C -- - n +L_ m ,fi . 11 --= C �r i r iIi ( 1Ft .} ) au,! e. N. 1 ti - a ,,ter fi r� 4 GT' i h E` t 4 L ., D �7 1 Ll..,r,L . L ` I(� Intiving coli1101 n7iion �)O,', R1�; c Orlrl•�cr t!oh IR °�„ Iv FL-1ec1<13 n �. . y 1II 5 -1 - -- ' - "i ...� Ill+r -- 3" - 6" L.aV r-` 1 3 1. I Y ;- P. 1. I _� _ - _...._ III- 41 1 -T" - 'r-'l' j_ ;; �: SEE DETAIL -- d _ - -- -i IT M 191 T-- I '� MASONRY j _ 11 L I I __ 114� �Gr (. �_ � .-(B) �i � I _� I I �- (,l , rJPEPJING. _ T'YP. HEAD & - -- �= i JAMBS u li `�� _ I' t 1.l - FkA!�fE�� A 8 - ; V � _� l27] z ASTRAC AL)111 o Y ,!�I f. . k BUCK - SHc tJ FURl REFERENCE ONLY I I - -- i I I 1, d� L4irrr 8 DE 9RBt7tT DErAIL HINGC DETAIL r II 11rrP. 0slll-1 SEE DETAIL -� I I f ! IL __ L-I I I i„ II s f l i . 1 tfINCE JAdrt& FRAk1E AIdC1dQR/tsrs ASM40,41. SiRIKC- JAAM Moson, Vb!Ickconsln,cfion ',_t CRsETE ANCNCR NOTES: 1. -'utlituoflhofequet connate onchocs f,om a difterent supplier may have diffe 4t)f edge d1$tan1--,6 and center dfsPonce requtr;:mar,is. 2. Concrole ond,or locoilons at the corner* mere be adjusfed to moinfoin the rrwi. edge, I distance to mcvt ,ricinf4, ff ConCret r!nc:hrr forniivns nnied as ':h1 X ON CENIER' must f e adjusted to malntatr, "he min, e,dge.ritsfanr,e to rnolta 1oR1 s, addlhoacrl concrete n. nr_(�drs may b, requtred to ensure the "MAX- .did CENTER,"titmenslon; are not exc.-eecied. 3 Concreife rinr > hj atacTf6R '. TYT IT4y ..__--___-. AfiiCI. ycR �Il,' 'ITN t. 27tEst�lfNETcttiN STZT I tUfBEf�A'FNr T6ls5St�F3'' ' "' � 1J-f, J 1.1/4„ n,.--172-..,_.__.....,_ C1F>SRAt, �rt1 ` fiP'fACENT.ANt kIGP ,._ ...-I" iTW .._.__:..- :3,116" 1-1/4" 7 5/p•' _.-.� - 2 1�4" L! (31 �1.... .__�� f/ -_I _._____�-_:,$L - § _ ` _I+ 'l-E AIL ? ( ) ) ^;,) r - Q -- .: T _ ._. = r" i � _, r._ DTETAIA a DEMIE I !n yoirrql coMhurcc fkm Ouls.,ring -onfigt,rafin-! R W R W BultdIng Consultants, Ine. BConsulting and Engineei ing Services for the Building Industry C-v 1',O. Box 230 Valrico, FL 33595 Phoue 813.659.9197 Florida ttuurd of Profession:,) Engineer;; Cer6ficme of Auth.,ix,bon No. 9; 1 3 Product ___ Category Sub Category Manufacturer Product Narne ro Inc.Swinging Plastpro � Smooth t Wood Grain 1 White Wood Grain Exterior Exterior Door 5200 W. Century Blvd. Rustic I Mahogany Doors Assemblies Los Angeles, CA Series N Fiberglass Door __,p Phone 440.9 .97 69 73 Ins+wing/Outswing - "Mon -Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc. IS, Lyndon F. Schmidt, F.E. (System ID # 1998) for Plastpro Inc., p o In , based on Rule Chapter No. 9N-3 Method i D of the State f P a o Florida Product Approval, Department artment of Pp B i Sne.. e us &Professional Regulation, RVN Building Consultants and Lyndon F. Schmidt, P.E.. do not have not 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. Limitatioris. I. This iaroduct has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements excluding the "High VelocityHurricane u Icane Zone" FI VHT_ 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3 When used in areas egL •umg 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 FBC. stud •r 4. For 2x �t.Jd framing construction, anchoring of these units shalt be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed to en ineei or istered 9 g architect. i C . P fb- FI --1 ^, for size. 6 See Ira vin _ a213.1 . o .,z_, and de sign n res I . limitations. sL re Inutati 9 ons 9 P Supporting Doccaments: 1: Test Report No. Yest Standard Testir Laboratory Signed by TEL 112 101/1.-7P.E. 05 6 S29 � �• re_trng Evaluation Lab.,lnc. Wendell W. Haney, PL CTLA 924\ .N TAS 202-94 Certified Testing Lab. Ramesh Patel, F.E. 2. Drawing No.. Prepared by Stoned _& Seated by. No. FI-15213.13 RIN Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 3. Calculations Prewar c! by Signed 8t aealed by Anchoring RVV Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 4. duality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro Inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. PF 1.587 Sheet 1 of 1 R W � R W Building Consultants, liic . BCunstlltin and Engineering Services rot the Building Tndusuy CI' Cl. Box 230 Vu1r,',7 Ft 33595 Phone- R! j C,59 9197 Florida Qoanl of Profes,ion:d E gite s Certificate of Authorv, tiun No. 9813 t - r-e,' _ Lyndon F. Schmidt, P.E. FL PE No. 43409 2/24]2012 Product Category Sub Category Manufacturer Product Name r �. Plastpro Inc. ,SI troth If Wood Grain I White Wood Grain Exterior Swinging Exterior Door 5200 W. Century Blvd. Rustic / Mahogany Assemblies Los Angeles, CA esDoors Series h FiberglassissDon r Phone'440.969.9773 InswinglOutswing 'Non -Impact" _ _ Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID I# 1998) for Plastpro Inc., based on Rule Chapter No. 9N-3, Method 1D of the State of Florida Product Approval, Department of Business & 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 (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as on detail s. Anchor embedment to base material shall be beyond wall dressing or Stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact msistant covering that complies with Section 1609.1.2 of the FBC. 4, For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-15213. 12 for size and design pressure limitations. Suppo✓ting Documents: 1. Test Report No. Test Standard Testino] Laboratory_ Signed by TEL 05-1126-1 101li.S.2-97 Testina Evaluation Lab -Inc. Wendell W. Haney, P.E. 2. Drawing Na_ Prepared by Signed £b SealevLby No FL-15213.12 RW .Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 3 Calculations Prepared by Signed & Sealed by Anchoring RVV Building Consultants, Inc. (CA #98'13) Lyndon F. Schmidt, P.E. =1. Quality Assur'ance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpre Inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. PI= 1587 Sheet 1 of 1 Lynclon F. Schmidt, RE - FL PE No. 43409 2/2.4/2012 U V) In . Zz m . Z - M I 0 N 0 d V to,: 1Q Z _ 00 r1) - ir_ IIII F- O Ia° i I I > � - t{t W� ® �- i ° m 41 i z Jl, ff o COP) ul in I � . � Z w : ��. . < ::� Q o >- U } __. .- .. Z IA N i m =r N a . In . r Z N k 4 7 r. , ,r _ ,Is - . s W In P Q i _ I ';. L In r U .i a 0)I r 1. m -i 1. i 17 0 n ^v .R. - 2 LL I: " .. s t;. a i t, , 7 b I. .r t: i. s 5+: f r s a G .., .. I I r .. 1'., i i,ii .. _... .,..... ..;,.4 . ,., _ - rl r �i' ill Ih (,k 'I - I - 1 1, `` t� II I `_ 1 I ; - li n , ... '., f1 ...,.... ... •'' I., ,. , , . ;;f . 1' . I r: , 1 1 1: i I ,, 17 1. i 1 j ;9i ,i it L. q a T , ...I .{. i I, 'i �, -I! d fl 1+ i1 J, I o i n II , I I 7 i ., , r: 1 I .'.:Ii ei.I•I I. L, I 1,. r,l:� L.. a , . u, i; I is I „ 11 k - ,I ��I S } {i Ji _.,,: z Ii h 1� �I I 1 I !1 1 _. , ..._,._,_._.... ii I 3 1 11 1 . i 1i--t . - -, ;S - Ir 'I Ij i" i 1 tee, i71 = y r . r1 (/ 141 . i I II f sli ! _I u1 , _I 7 i i:.i n I `I'., ::Ill i I. ;L ,.I T -I i 1 I i( f I i I i . . I ! I i 1 I i I' I I I ''1t i3 I i I t I I �,il I , i t i • I i Iln. ill- - e - {I - j i I , I `vita t 1.1 .. . , ..11 .. -' .-. ._. _ _. .. f I i I � I � I ... ,, . -:...:.. .__... _._.... _ - - _ _ .._......._ . ........... ..... _ . 1. .:., .... ,c ...:- _ ..... I � i. .. .. r.•r. , is I t r r ` - I 1 I I s. I- _. -' _.._.. ::: ... ..:. ._ rz°t .. r -.1 ; .: I3 i! r,r, r 1'. J E 3r„C 11 r I.I ,I s t Ll ,_ ... i I - I .. I`' :i.' - I '- ,, ,. I ` ;, i ; ll - __ ,: . , - I - 11 ,, , }r' i Ill d ,. .._. ... ._. ......._. _. . �!• 77 - ,, --- -7 -' X' Y S `I - ___ --- �_ � ---�'-T S . � y o -.----.-F---1 m p � -- 6' 'I "A_- _ \ I I _ SEE r1rTSIL. _t � �) I I "2" �� -fYP. HEAD & MASONRY -�' JAMBS I _ k OPEI•fItJG �__ . . FBAHIP -" ,i SH,")u'N FOR I I REFEP,ENC'E ONLY ,,, ,_t I, liR h 7 `? i X BU('K - \', I I '_ C) -ti I (F ) II � _ :j 4 3E� DETAIL ... - %. I � t)''rF. In SILL k6t+1GC DEIAiL _._ T, ��\ I I El LATur1;LOCAO&ALTV fAlL i j, ��' I t . (e')'; 117A+GE J/aMAr FRAh1E Ak1QQP1Hq AA-S•TPc,AGAL STRIKE JARS& '--•---t•' u Mnsorny'Ix6uckcorrinrclion - _..,_I s W K CQNCREf E a.N ANCHOR NOTES: 1. °uh5titul'Ien of egc,al ,^nncrste crncl`,ors lion c cii,`rarent suppllef m;:y he:•; dib`erenl ecipe I ©f.FA1L � d z di>IonCC and':enter dlstancr r>;�quirefwor,U. - 2. Concrete of Ichcr locations e odjusted to maintain the rain. od Fa ( &'+ ( _i rrg Elt fh9 comers Inoy b T" �- I a distance fo riorfcr joinfs, If connate a vhor location noted a; "M,,-_'. ON CFNI Ell rr t.st be a adjusted to main tarn H)e fff edge ,d3lonce to rnollaricinis, oadlfforal cor Icmle unche2 s _ - _ _ _..._ may be, regticed to en;wE f!,e "PAY. DIv CEPITEr'"di;nensGen; ore not F.xueec!ed. a- == . - --�I i 3.uu team.,, - _- 'o 11 o cl cr u Is, I z u Af f +iU At G1iC3R Atb'J yi[:..ki�,�t.,. :Cr EfKRA?d� F T,p ;>��ll L, 1R lAfr t :1`f) � / i - - _ l - TYPE SIZE �t 66.'VAlil :Cf;�1Si71Y??Yit7GF RC.JArE, F / � I mow`: t'J�i.S. 9 _ _ _ _. l nr:�. ar• ,I� m MY 1,4, �` 11i''t" 1 2.1/;r - e, --- .-_-__�_-___-_ ._._.,.___-.__I - E• MJL 1_ Z1 FQt 1 )NIVIYIO 11.E 4 IryvAng :::rnrlgt.aar!on Ouls,ririq rali6gr, cilinr� : ---.--_,--.._._._..______.- --`-- n......,_..,_.v. .-.--,_.--_.-.-.__ to Lr J. 11�� wamw Kates 1114=4 Al ... ►qm , . < U/ I .arri KoW 19 t- Ic :. D <, INUM . CL r • i 0 IN