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Home My WebLink About6773, 6775 Basswood Ct2 X 8 CUT TO FIT BETWEEN TRUSSES ANCHORED TO BLOCK WALL WITH 1/2" X S" ANCHOR BOLTS 32" OC _ NAIL TRUSSES ALONG BOTTOM CORD WITH 12D COMMON NAILS 12" OC 11 SHEET 4'0" AT EACH SIDE OF FIREWALL WITH 1/2" 4X8 CDX FIRE RATED PLYWOOD 2, O„ ROOF TRUSSES 05 VERTICAL RODS FROM FOOTINGS BELOW TO TOP OF WALL, PLACED AT ALL CORNERS, EACH SIDE OF ALL OPENINGS AND SPACED MAXIMUM (TYP) 1/2" GYPSUM CEILING BOARD —� 3/4" P.T. FURING STRIP AND I LAYER 5/5" TYPE X DRYWALL EACH SIDE OF BLOCK WALL AND ON ROOF TRUSS ABOVE FROM FLOOR TO BOTTOM OF ROOF SHEATHING ABOVE (2) M5 REBAR ON CHAIRS R-22 INSULATION ( MIN) II L— (TYP) 1/2" GYPSUM CEILING BOARD 3/4" P.T, FURING STRIP AND 1 LAYER 5/6" TYPE X DRYWALL EACH SIDE: OF BLOCK WALL AND ON ROOF TRUSS ABOVE FROM FLOOR TO BOTTOM OF ROOF SHEATHING ABOVE *5 VERTICAL RODS AS SHOWN ON FOUNDATION PLAN (TYP) 4" CONCRETE SLAB 0 1F 2�„ 24 1 HOUR 5LOCK FIRE WALL DETAIL AI,nT to Cr A I t MASONRY BLOCK WALL COVERED UNDER UL- 618 2 HOUR RATED WALL WOOD TRUSS SEPARATION ABOVE: COVERED UNDER U 30S AS I HOUR WOOD RATED WALL CONSTRUCTION OF BLOCK WALL FOR SOUND PROOFING ONLY ' CDX OR i/16" OSB ROOF SHEATHING NAILED PER ROOF SHEATHING DETAIL WITH 8D NAILS, USE STEEL PLYCLIPS AND •30 FELT WITH SHINGLES, RIDGE VENT AS REQUIRED SEE ROOF TRUSS PLAN \ ENGINEERED ROOF TRUSSES 24" OC 2X4 OR 2X6 WOOD SUB WITH ALUMINUM SOFFIT AND FASCIA 14 TRIM SEE LINTEL CHART MIN R-22 INSULATION IN ALL ATTIC AREAS D 1/2" CEILING TYPE GYPSUM BOARD SINGLE BOND BEAM WITH (1) 45 REBAR CONTINUOUS TIED TO ALL VERTICAL RODS _ ALUMN S.H. WINDOWS 3/4" P,T, FURING WITH 3/4" TUFF R INSULATION BOARD AND 1/2" GYPSUM TYPICAL 4" CONCRETE SLAB WITH WIRE MESH OR FIBER MESH AND 6 MILL VISQUEEN OVER CLEAN COMPACT TERMITE TREATED SOIL GROUND WIRE TO FOOTING REBAR 0010 16 X 12" FOOTINGS WITH (2) 05 REBAR ON CHAIRS 12" 4�� BOTTOM OF FOUNDATION MINIMUM 12" BELOW GRADE €3' O" 13LOCK WALL DETAIL NOT TO SCALE THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION 6, g11 14' 4" + 34,50 - 45,60 25 SH EGRESS 14'X5' SLAB ONLY + 32,30 - 41.20 64' 5" 14'X5' SLAB ONLY + 32,30 - 41.20 6'O"X6'8" S.Cs.D. 14' 4" + 34,50 45.60 25 SH EEGs 6' 8" 2' o„ I 1 I 1 I LL MASTER BED o o I m MASTER BED N DEN DEN I N 1 uU UOX' i . 1= k .. _ 3' loll5, IOn 41Su 4721 4" 12' O° 12 O = 0" n n „ n 2 4 4 4 311 5 10 3 10 CV - N _ CV DOUBLE 2' a" PKT DR DOUBLE 2' 5" PKT DR 214„ 2, 8„ Ulu UAW 0. I 1rZ w I F_ BATH 1 I BATH m y cry Q/\ I I /\ N N 8"X8'O" BLOCK WALL WITH L ROOF TRUSS AT EACH SIDE 74 TO CREATE I HOUR FIRE WALL SEE FIRE WALL DETAIL LIVING RM LIVING RM r r m� � m VAULTED CEILINGS VAULTED CEILINGS m y O DINING RM DINING RM o _ p � o 41 INVERTED HIP INVERTED HIP m N VAULTED CEILINGS VAULTED CEILINGSle �^ 10' 2" 10' 2" 42" RAISED BAR WITH z 42" RAISED BAR WITH KNEE WALL BELOW KNEE WALL BELOW 2 X 6 WALL 2 X 6 WALL ---- , DISH WASP 1 I O O DISH wasp M I I BATH BATH « o ' = KITCHEN �.! N N I KITCHEN VAULTED CEILINGS VAULTED CMLJNC�_1k — a REFRIG 2411 50 BF 50 BF 21411 , PANTRY - PaNrRY REFRIG ' � -------- -- --------------- _ Ul ------- -------- ------------ iv CfJ CQ fV / - N N - AIR O ;z O — O AIR M O WASHER LAUNDRY TUB _ = WASHER DRYER DRYER - O WATER ------------- --- --------------------- ° ---------------------- ----- ------ E:1EAMER-_ WATER NEATER - - ON SHELF ABOVE - , „ , „ W , „ , „ , ' „ (t� 14 6 4 5 O 2 10 - 4 7' 411 2' 1011 5' O" 2' 14' 6" ITTE PLAN(S) HAVE BEEN RE's'I Wei o o ZY Z EPHYRilLLS FIRE iVIARS%IAL'S ®DEICE WATER BOFTNER - 0 't BED #2 BED #2 '� � N - - Date: C.). LOOP AT THIS LOCATION ,, , o" O + 33.10 + 33,10 - ` ACGESS- 44.00 - 44'0 ° ACCESS ATTIC ATTIC �.22 X36 TRY ENTR 22"X36u 4" $EP DOWN 4" STEP D< IWN ------ LINTELlilt TTI LINTEL GARAGE GARAGE BIB BIB NO STEP IN SLAB �4�tJ1a 25 SH EGRESS 25 SH EGRE S in NO STEP IN SLAB 1 1 CI ? N O + 34,50 - + 34.50AN PL�� a3fig rL`{��g ��.. 4' on46,60 4' O,1 Q Z d 4 _ i W m A All 14'0"Xy0" GARAGE DOOR II *I Zll + 30.01 1' g" 36.83 I'1' 4„ 41 011 LIVING 13-14 ENTRY 1(0 GARAGE 428 TOTAL 1818 LIVING 1314 ENTRY 16 GARAGE 428 TOTAL 1818 °o d m W 11 lots" 4' 0" 64' 8" PIMe be advised this ieview of plans submitted is a cursory review t?, assist tfle co ractor in compliance with, FLOOR {�L,� Wicab4Ar44 afet�eco Cts review is not intended ALL EXTERIORU1AL dpPlu"Iul submitted plans. It is the tP�tcar's°AI fi�idMJ"sure that the plans are in complete compliance with all applicable NFPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non-compliance, it shall be the contractor's sole responsibility, at their sole expense to bring those areas in compliance. The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA Codes and local ordinances. 14'O"X-fO" GARAGE + 30.01 36.83 11' 4" Building shall comply with the applicable codes of Florida Fire Prevention Handbook NFPA & the City of Zephyrhills ALL A RE'VT)AS: (A LIIII? C'I)EAPLt'TF ALiG CORLE CRIDA BUILDIN G ODE'TICNAL E LE,C'I'RICU;ANICY )I i G `DINANCES I' a" ARKAY ENGINEERING INC. STRUCTURAL ENGINEERS 1� tV RICHARD I'L, IDDE-Y P,E, FLORIDA LICENSE NUMBEF: 31296 I HERBY CERTIFY TWAT THESE PLANS AMC) SPECIFICATIONS WERE PREPARED BY 112 OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH C-WAPTFR 16, SECTION 16015 OF THE FLORIDA BUILDING: CODE 2010 AND ASCE 1-10 FOR 131 MPH WIND ZONE RISK CATEGORY 11 AND THE ENTIRE 2010 FLORIDA BUILDING CODE RESIDENTIAL m U Z In Z m 0 ~ o 0 Z ON tn _j tL , >M z M -In W In m z W 0 W 0 QLL A U mk Ly Q 0�1 fU ru N N Z 2N W Ui m 0 Jw Ix roLL m IL 0 r� 14) 0 LUm m Q) 0 U L X LLofo z W �► to z_�-1 Q) z j U' Loui }- U Q) 43 �`°-0 30-0-0 Chi ui Q) o in 13 M 0 Q-. z p d Q , a IL. Cq N CIA Wl C4 z o " � z � m IQ Q O X -J �Z a l0 oa v C) W O t $ = LL- v ZCl OJ A 0 Oa WLL0 O" Z E-- N LL 106S 1 OF r0 ARIGAY N 14423 12 / 1, ¢„ a ... .. ... .. .. ... .. ... .. DECORATIVE CEMENTITOUS FINISH. 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 L� �I ice_ _ . MEN son ®.■son ■ .. �� - son, ■■■ am mm - _ tutu - _. - • -- tutu ----- � � son MEN � � m 'm' - - - -- �- l � �-plowman ■ REAR ELEVATION 1/411011 FRONT ELEVATION 1/4II _ 11011 RIGHT ELEVATION 1/4II = 11011 APPROVED PRODCUT LIST STATE OF FL. PRODCUT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL* STRUCTURAL COMPONET HETA20 SIMPSON FL 11413 CTRUCTURAL COMPONET LINTEL HEADER CAST CRETE CORP FL 158.1 STRUCTURAL COMPONET POWER BOX LINTEL POWERS STEEL t WIRE FL 11383.1 ROOFING ASPHALT GAF SINGLES ALL FL 10124.1 ROOFING 030 FELT ATLAS ROOFING FL IIS15.1 SOFFIT 4 FASCIA TRIM SOFFIT AMERICAN CONSTRUCTION METALS FL 1201S.1 SINGLE HUNG WINDOWS NON IMPACT PGT INDUSTRIES FL 239.1 SLIDING GLASS DOORS NON IMPACT PGT INDUSTRIES FL 251.3 EXTERIOR DOORS GARAGE CLOPAY FL 5684,3 EXTERIOR DOORS SWINGING PLAST PRO FL 15221.1 EXTERIOR DOORS SLIDING GLASS PGT INDUSTRIES FL 251,3,1 EXTERIOR DOORS GARAGE CLOPAY FL 5684,3 ARKAY ENGINEERING INC, STRUCTURAL ENGINEERS 3I �3 RICHARD L. K DEY P.E. FLORIDA LICEN5E NUMBER 3-129fo I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 16,09 OF THE FLORIDA BUILDING CODC 2010 AND ASCE 1-10 FOR 131 MPH WIND ZONE RISK CATEGORY II AND THE ENTIRE 2010 FLORIDA BUILDING CODE RESIDENTIAL MU m ZQ tn fu z Lo Z Mn m owo0 W ix Ill 9) z ON >m z 1n in N z m Q w C WAN O is LL A o cl mo ry Q 01N m fU ZN o vi rNn :j Lu ru m U. rr `� fA r co Wm � s mcA7au ZLL i IL to i 7(3 z Q) ° do 0 tutu c �, j U' U1 Lio 0 if .10 Q) 00� 0 �anr� d O A� a d d z q 0 0 a 3 � nl cv cv � Z p z Q Q � X J � a 0 o Q v � q o w Q 20 $ O _j 0 tu LL Z J � O= 0 a, o ui LL0 O0 N LLU U. c .. 2 OFARKAY V LINTELS ON THIS PROJECT ARE AS SPECIFIED ON THIS CHART UNLESS NOTED ON FLOOR PLAN MY OPENING LINTEL LOAD CHART ( 16" DEEP SECTION CLEAR SPAN CONCRETE U LINTEL 'POWER" STEEL "POWER" STEEL BOX LINTEL 1' - 6" 4981 PLF ( UNFILLED ) 1010 PLF L-2 SO" PLF 2'- 2' 3435 PLF ! UNRLLED ) 6626 PLF L-2 6930 PLF 2' - 8" 2171 PLF ( UNFILLED ) 5296 PLF L-2 5549 PLF 3' - 2" 2332 PLF ( UNFILLED ) 4508 PLF L-2 4613 PLF 4' - O" 1835 PLF ! UNFILLED ) 3536 PLF L-2 3699 PLF 4' - 6' 1624 PLF ( UNFILLED ) 3154 PLF L-2 3289 PLF 5' - 2" i139 PLF - 2146 PLF L-2 - 2864 PLF - W - e in PLF - 22U PLF L-2 - 2400 PLF - teal PLF - 2025 PLF L-2 - 2114 PLF - e' - 0" f123 PLF - 1169 PLF L-2 - 2213 PLF •- 2" 1489 PLF - 1545 PLF L-2 - 1984 PLF - 10' - O" b54 PLF - 1414 PLF L-2 - ISIS PLF n 10' - e" 1211 PLF - 1325 PLF L-2 - 1110 PLF - 11' - 2" 1200 PLF - 1230 PLF L-2 - 1629 PLF - 12' - 0" 1109 PLF - 1118 PLF L-2 - 1515 PLF - 12' - 8" 1044 PLR - 1116 PLF L-2 - 1436 PLF - ,..4- I398 PLF - P 1381 PLF L-2 - SL - 1 - 1364 PLF - 14' - 0" 1321 PLF - P 1321 PLF L-2 - SL - I 1299 PLF - I6'-0" 1152 PLF -P 1048 PLF L-2-6L-1 1131PLF - W - O" 1016 PLF - P 828 PLF L-2 - SL - 1 - 960 PLF - 18' - 8' 911 PLF - P TIO PLF L-2 - SL - I 893 PLF - 20' - 0" 816 PLF - P 62% PLF L-2 - SL - 1 184 PLF -" 189 PLF - P 523 PLF L-2 - SL - 1 606 PLF •• - - DENOTES 05 REBAR X CONT. PLACED IN BOTTOM COURSE AND 8" X 8" X 16" KNOCK OUT BLOCK TOP COARSE WITH 1 05 HORIZONTAL REBAR TIED TO ALL VERTICAL RODS all ro. 8" X 8" X 16" KNOCK OUT BLOCK OVER POWER STEEL LINTELS, WITH I EACH "5 REBAR IN THIS COARSE 05 VERTICAL RODS FROM WHEN SPAN OF LINTEL IS OVER 12'4" BELOW TO TOP OF WALL. f ALL CORNERS, EACH SIDE OPENINGS AND SPACED P' 6' O" OC. POWER STEEL LINTEL DETAIL 6" X 8" X 16" KNOCK OUT BLOCK TOP COARSE WITH 1 05 HORIZONTAL REBAR TIED TO ALL VERTICAL RODS - all .�• 8" PRECAST LINTEL BLOCK . OVER ALL OPENINGS. 1 EACH O. 05 REBAR IN THIS COARSE WHEN SPAN OF LINTEL OVER 5'2" STANDARD PRECAST DETAIL 10 DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE - - P - DENOTES PRE STRESSED U LINTEL WITH •5 REBAR X CONT. - PLACED IN BOTTOM COURSE 4 16" DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE 4" CONCRETE SLAB MIN. 2500 PSI 05 VERTICAL REBAR OVER TREATED COMPACTED FILL 6X6 10/10 WWM (Oft EEQUAL) L N 2-•5 REBAR O ON CHAIRS 2411 FIRE WALL MONO FOOTING DETAIL MOT TO SCALE SECURING PRE14UNG TO BUCK STRIPS PER YOUR MANUFACTURES INSTRUCTIONS ATTACH MINIMUM 3/4" P,T, BUCK TO MEET WIND LOADS AND COMPRESSIONS STRIP THAT IS THE MINIMUM WIDTH RATINGS FOR YOUR JOB LOCATION, ALL OF DOOR FRAME USING 3/8" ANCHOR ENETRATE BLOCK CREWMUM P ,09-IX1 T- "8, 1-10" OC, WALL A M OFUST AND THERE SHALL „ BE A MAXIMUM 1/4 SPACE BETwr=E BUCK AND DOOR JAMB CAULK DOOR FRAMEE PER ' MANUFACTURES RECOMMENI BLOCK DOOR ATTACHMENT DETAIL SECURING WINDOW TO BUCK STRIPS PER YOUR MANUFACTURES INSTRUCTION TO MEET WIND LOAD AND COMPRESSION RATINGS FOR ATTACH MINIMUM 3/4 P,T. BUCK STRIP YOUR JOB LOCATION, ALL ANCHOR SCREWS THAT IS THE MINIMUM WIDTH OF YOUR MUST PENETRATE BLOCK WALL A MINIMUM OF WINDOW FRAME USING ,097 X 1 3/8" 1 1/4" AND THERE SHALL BE A MAXIMUM 1/4" T- NAILS MAXIMUM 10" Or- SPACE BETWEEN BUCK AND WINDOW FRAME CAULKED WINDOW PER YC WINDOW MANUFACTURES S RECOMMENDATIONS TO M LOAD AND COMPRESSION FOR YOUR JOB LOCAATIO?s BLOCK WINDOW ATTACHMENT DETAIL GARAGE DOOR TO BE REINFORCED TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION, CEILING RAFTER ipIs I ALL TRACK AND HARDWARE SECURED PER MANUFACTURE SPECIFICATIONS TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION MINIMUM 2X6 P.T. SIDE PLATE ATTACHED TO BLOCK WALL USING 1/2"XS" ANCHOR BOLTS OR 5/8"X7" EXPANSION BOLTS 4 EACH SIDE. ATTACH TOP 2X6 WITH 2 3/8" T NAILS 16" CC GARAGE DOOR ATTACHMENT DETAIL THE CLIENT UNDERSTANDS TWAT THE DESIGNER CARRIES NO LIAMILITY 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 FAItW 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 64' 61' C S 11' 4" 1' 8" 1 ARKAY ENGINEERING INC. STR CTURAL,ENGINEERS 3( RICHAR 1 KID"DSY P.E. FLORIDA LICENSE NUMBER 31296 1 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED 15Y MEOR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE Wi T H CHAPTER 16, SECTION 16,09 OF THE FLORIDA BUILDING CODE 2010 AND ASCE 'i-10 FOR 13-1 MPH WIND ZONE RISK CATEGORY 11 AND THE ENTIRE 2010 FLORIDA BUILDING CODE RESIDENTIAL Z In z U Ln Ili lw N m 00.4 oa 0 9) Z oN U. >0m z In c) wrfn z v) W w:Eul A O C LL a mo Q coN Ly m IU w 1!1 In 0 Dw In U Ib E U. o r� tD o m z IL U- (j to W z Q)Lu -U 0 vi W �U-J L11 -c } W a d � A d Q O OC 3 � cal cv O z o ' z Q Q W a 0 Dom` v v/ Lu _ LL m Z (!� OJ 0 O= O o- o W U. O0U N L' Z LL N�N Li. 0 FG 30r-ro N ARKAY 2 X4 NAILERS (TYP,) RUS8E5 BELOW SHEATHED RIOR TO VALLEY FRAMING; ISTALLATION, X ro" (02 YELLOW PINE) VALLEY FRAMING (TYP.) COMMON TRUSS END NOT EXPOSED TO WIND 2"X4" VERTICAL SCAB * 48" O,C, 2 X 8„ RIDGE BOSIMPSON (MAX,) CONN, W/ 4-16D NAILS i ARp ANCHOR TYP. 2 X 8 RIDGE BOARD TOP 4 USP "RT3" OR SIMPSON "H3" ANCHOR H3 FRAMING ROOF SHEATHING HURRICANE CLIP AT BOTTOM. CONT, 2"X4" 2" X 6" (02 YELLOW PINE) VERt, SCABISO RAFTERS m 24" O,C, BEVEL CUT USP "RT3" OR TYP, 4-16D TOE NAILS 81MI-SON "H3" CONT. 2"X4" RIDGE BOARD END HURR. STRAP NAILER TYP \ EACH END (2-IrcD NAILS PER TRUSS) USP "RT3" OR SIMPSON "H3" HURR. STRAP m SECTION "A" -"All 48" O.C, TYP, u u USP "RT3" OR — J n n SIMPSON " N3" HURR, STRAP A 46" O.G, TYP, ROOF VALLEY DETAIL NOT -TO -SCALE 5'-O"' 5'-O" ROOF EDGE x Q z� W w J Q lh GABLE END J-O , PARTIAL ROOF PLAN ' -O ZONE O 5d RING SHANK NAILS AT &" O,C, AT EDGES Od RING SHANK NAILS AT 12" O.C. INTERMEDIATE ZONES 2O 3O Sd RING SHANK NAILS AT 6" O,C,, 4" O,C, AT ROOF EDGES, RIDGE LINE, OR GABLE ENDWALL NOTE: END JOINTS FOR SHEATHING SHALL BE STAGGERED AND OCCUR OVER A FRAMING MEMBER, ROOF SHEATHING NAILING NOT TO SCALE 2x4 CRO58-5RACING 0 RIDGE 20'-0" MAX N,ME 'Fill III N TOP/BOTTOM CHORD GABLE 7 END BRACING A 46" O,C. MAX FOR THE FIRST 4 ROWS OF TRUSSES (MIN 2X4 ) I11 d CONT. BOTTOM CHORD BRACING (I"x4" MIN,) a 10'-0" MAX, SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL BRACING OR CRO55 BRACING REQUIREMENTS REQ. MINIMUM TfRUss efRACINC 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 FLOOR PLAN 1/4" _ 11011 ALL EXTERIOR WALLS ACT AS SHEAR WALLS ARKAY ENGINEERING INC. STRUC URAL ENGINEERS (CV 3 RICHARD L, KI EY FLORIDA. LICENSE NUMBER 312,06 I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER Iro, SECTION 16013 OF THE FLORIDA BUILDING CODE 2010 AND ASCE 1-10 FOR 131 MPH WIND ZONE RISK CATEGORY 11 AND THE ENTIRE 2010 FLORIDA BUILDING CODE RESIDENTIAL TOP/BOTTOM CHORD GABLE 7 END BRACING A 46" O,C. MAX FOR THE FIRST 4 ROWS OF TRUSSES (MIN 2X4 ) I11 d CONT. BOTTOM CHORD BRACING (I"x4" MIN,) a 10'-0" MAX, SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL BRACING OR CRO55 BRACING REQUIREMENTS REQ. MINIMUM TfRUss efRACINC 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 FLOOR PLAN 1/4" _ 11011 ALL EXTERIOR WALLS ACT AS SHEAR WALLS ARKAY ENGINEERING INC. STRUC URAL ENGINEERS (CV 3 RICHARD L, KI EY FLORIDA. LICENSE NUMBER 312,06 I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER Iro, SECTION 16013 OF THE FLORIDA BUILDING CODE 2010 AND ASCE 1-10 FOR 131 MPH WIND ZONE RISK CATEGORY 11 AND THE ENTIRE 2010 FLORIDA BUILDING CODE RESIDENTIAL m z in z U tn ru z t m tn o ~ o 00 Z 00 m In 1, iij Winv� zw w tn i u LL 0 00 C, OD N Ly m N IN Lu m o jw a) LL 1►�1 U. 0 r r' 0 o m��Ou z , X L u- 0 to z � � do �IL 0 tu W M z Q) co z L- zip L o HJ u°Q� T L /mn 0 aL IN V! U- --j J.I.I 11\ 0 L Yl -c fi co QO Wnn'' - J 0 (L 'Q z Q Q Q O w- 3 }- C !l� O ly- Z Q 3 � Ily- 4 M Q Q X J n. V o a v� � q W p[ $ O LL. m Z J 0 = O= 0 a o W LL� 00 N � - LL 4 OF AWAY * ( Z3 GENERAL NOTES: THIS BUILDING HAS BEEN` DESIGNED TO CONFCRM 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 ARKAY ENGINEERING, I4C,, A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR ENGINEERING COMPANYI HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, OF THIS STRUCTURE, A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED, THE CERTIFICATE FOLLOWING SUPERIMPOSED LOADS: SHALL STATE (PER FBC R318). FLOORS. GARAGE SLAB: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN LIVE LOAD - 40 P.S.F. LIVE LOAD - 50 P.S.F. TERMITES, THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEAD LOAD - 10 P,5.F, DEAD LOAD - 10 P.S,F, DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." ROOF. IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION, LIVE LOAD (TRUSS TOP CHORD) - 20 P.S.F. SECTIONS R318.1 THROUGH R318.1 DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE DEAD LOAD (TRUSS TOP CHORD) - 10 P.S,F. (15 P.B,F, WHEN TILE ROOFING 18 INSTALLED) OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P.B.F. BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 1 P.S.F, MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL. (PER FBC R318) WIND: INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION, BUILDING IS DESIGNED TO CONFORM t0 ASGE 1-10, CHAPTERS 26 TNRU 31: PER 2010 FLORIDA BACKFILLING / COMPACTION ARE COMPLETE (PER FBC R318), BUILDING CODE, RESIDENTIAL - SECTION R301.2.1.1. AND 2010 FLORIDA BUILDING CODE SECTION 1609.1.1. ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED (INCLUDING ANY BOXED OR FORMED AREAS) - (PER FBC R318). COMPONENT t CLADDING WIND LOADS WIND DESIGN ASSUMPTIONS: BUILDING EXPOSURE - B BUILDING RISK CATEGORY - II MEAN ROOF HEIGHT 30' OR LESS HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT - LO ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT = «/- 0.18 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 BUILDING ZONE ROOF OVERHANG LOADS ALL OTHER COMPONENT LOADS I N/A 3 110.6 +32,3/-89.0 4 N/A +35,3/-38,2 5 N/A +353/412 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. (PER FBC R318) A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT SHALL BE REQUIRED (PER {=BC R318). ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT (PER FBG R318), EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS (PER FBC R3I8). CJ' OIL BEARING: _t COMPACTION: AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION). ANY SOILS DISTURBED AFTER THE VERTICAL BARRIER 16 APPLIED, SHALL BE RE -TREATED, (PER FBC R318) THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.8,F. (MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE At LEAST 12 INCHES AWAY FROM THE ON THE SITE IS PROPERLY PREPARED t COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P,S.F, BUILDING 81DEWALL5 (PER FBC R318), FOUNDATION LOADING, AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW ARKAY ENGINEERING, INC.: A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS. (PER FBG R318) NOR PERFORMING ANY SOIL TESTING. THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE CEMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION ARKAY ENGINEERING; INC. SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT WALL) AND FINAL EARTH GRADE SHALL NOT BE LE86 THAN 6 INCHES TO ALLOW FOR INSPECTION THE BUILDING LOADS. FOR FUTURE TERMITE INFESTATIONS (PER FBC R104), FOUNDATIONS 4 SLAB -ON -GRADE: TRUSSES: BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA. IF THE CONTRACTOR, TRUSS MANUFACTURER OR ANY OTHER DESIGN PROFESSIONALS REVISE THE ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS ARKAY ENGINEERING, INC. IS SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P,S.F. FOUNDATION LOADING. REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY INTENT PRIOR TO COMMENCEMENT OF THE PROJECT, COMPACTED AND TERMITE POISONED SOIL, EXTERIOR WINDOWS t DOOR ASSEMBLIES: CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY COMPRE851VE STRENGTH OF 2,500 P.S,I, ALL EXTERIOR WINDOW 4 GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMAINWWDA 101/162 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25" FOR 05 REBAR, 30" FOR 06 REBAR 4 35" FOR 01 REBAR, 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. PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES (AFTER INSTALL ALL WINDOW 4 DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS FINAL SITE GRADING). THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE TO ACHEIVE THE DESIGN PRESSURES SPECIFIED, EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED. ELECTRICAL, PLUMBING E MECHANICAL: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE IN ACCORDANCE WITH CHAPTER 411.003(2)(1) OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL, SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS, 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, MASONRY WALLS: ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN (WITHIN 6 FEET OF SINKS), GARAGE AND AT "GFI" EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER CIRCUIT. CONCRETE MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-SO ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER AND SHALL HAVE A MINIMUM F'M OF 1,500 P.S.I. "AR" CIRCUIT, MORTAR SHALL CONFORM TO ASTM C-210 AND SHALL BE EITHER TYPE M OR S. SAFETY GLAZING: REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF WITH ASTM A-615, LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25" GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308. FOR 05 REBAR, 30" FOR 06 REBAR 4 35" FOR "1 REBAR, (1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE ASSEMBLIES, OF 3/8", PLACED AT AN 6 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRE88IvE STRENGTH (2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM OF 2,500 P,S,I, (WHEN TESTED PER ASTM C-101'B), ROOMS, BATHTUBS, AND SHOWERS, GLAZING IN ANY PORTION OF A BUILDING WALL ENCL06ING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE DRAIN INLET. PROVIDE CLEAN -OUT OPENINGS (12 SQ, IN.) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN (3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT, THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE TIMBER MATERIALS: FINISHED FLOOR OR WALKING SURFACE, ALL TIMBER MATERIALS SHALL BE AS FOLLOWS. (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 LVL BEAMS SHALL BE (L9E) MICROLLAM LVL MATERIALS MANUFACTURED BY TRUBJOIST CONDITIONS: MACMILLAN (OR EQUAL), LUMBER UTILIZED IN BOTTOM PLATES, TOP PLATES, POSTS, STUD PACKS AND BEAMS A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 3 SQ, FT, SHALL BE 02 YELLOW PINE (OR BETTER), B) BOTTOM EDGE LE88 THAN 18 INCHES ABOVE THE FLOOR. EXTERIOR AND INTERIOR LOAD BEARING STUDS SHALL BE 02 SPRUCE (OR BETTER), C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. ALL OTHER STUDS SHALL BE "STUD GRADE" SPRUCE. D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF THE GLAZING, PSL POSTS SHALL BE (1.8E) PARALLAM PSL MATERIALS MANUFACTURED BY TRUSSJOIST MACMILLAN (OR EQUAL), SEE "POST SUPPORT TABLE" ON THIS SHEET FOR LOAD VALUES. REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING, EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 1/2" PLYWOOD OR 1/16 O,S,B. (2-M-W RATING) NAILED WITH 8D NAILS SPACED AT 3" O.C. ALONG ALL. HORIZONTAL JOINTS t EDGES: 6" O.C, ALONG ALL VERTICAL JOINTS 4 EDGES AND 12" O.C. ALONG ALL INTERMEDIATE STUDS. DRAFTSTOPPING: AT OPENINGS 5'-0" WIDE OR LARGER, STRAP HEADER BEAM TO THE HEADER STUDS. WITH (2) USP OR SIMPSON IN SINGLE FAMILY DWELLINGS, DRAFTSTOPPING SHALL BE PROVIDED (PARALLEL TO THE MAIN "LSTA24" STRAP TIES AT EACH END OF HEADER BEAM. ANCHOR BOTTOM OF HEADER STUDS TO FOUNDATION FRAMIMG- MEMBERS) IN FLOOR/CEILING ASSEMBLIES SEPARATING USEABLE SPACES, DRAFTSTOPPING WITH A USP OR SIMPSON "HTTI6" TENSION TIE. 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. ANCHOR WOOD SNEARWALL SEGMENTS TO FOUNDATION WITH A USP OR SIMPSON "HTTI6" TENSION TIE AT EACH END OF WALL SEGMENTS AND AT ANY WALL SEGMENT INTERSECTIONS (BUILDING CORNERS). ANCHOR TRUSSER AS FOLLOWS: ATTIC ACCESS: ROOF UPLIFTS OF 4550 AND LESS USE (1) USP "RT3" OR SIMPSON "H3" HURRICANE TIE. ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQ. FT. AND HAVING MINIMUM FOR UPLIFTS FROM 456N UP TO 9100 USE (2) USP "RT3" OR 81M115ON "143" HURRICANE TIES. 30 INCHES OF VERTICAL HEIGHT, ROUGH -FRAMED OPENING NOT TO BE LESS THAN 22 X 30 INCHES. UPLIFTS FROM 911" UP TO 1,4500 USE A USP "HTW20" OR 5IMP50N "HTS20" TWIST $TRAP. WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC, IT SHALL BE INSTALLED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION M1305.1.3 ALL PLUMBING, ELECTRICAL AND MECHANICAL. ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED PRIOR TO REQUESTING THE FRAMING INSPECTION, GARAGE: IF DESIRED, EQUIVALENT CONNECTORS MADE BY ANOTHER SUPPLIER MAY BE USED IN PLACE OF THE "USP" OR "SIMP80N" CONNECTORS SHOWN. NO OPENINGS SHALL BE PERMITTED FROM A GARAGE INTO A SLEEPING ROOM. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL HAVE A DOOR (MIN, 13/8" THICK), OF SOLID WOOD, ALL LUMBER IN CONTACT WITH MASONRY WILL BE PRESSURE TREATED SOLID OR HONEYCOMB CORE STEEL, OR 20-MINUTE FIRE -RATED. WALLS SEPARATING THE GARAGE MATERIALS AND RESIDENCE SHALL HAVE MIN. 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. THE CEILING INTERIOR STUD WALLS TO BE OF 2 X 4 01 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T. SHALL HAVE MIN, 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGE$ BENEATH HABITABLE PINE BOTTOM PLATE AND SINGLE 2 X 4 02 SPRUCE TOP PLATE WITH STUDS SPACED ROOMS SHALL BE SEPARATED BY ALL HABITABLE ROOMS ABOVE WITH MIN, 5/8" 'TYPE-X' GYPSUM MAXIMUM 24" OC, WALLS TO HAVE 1/2" GYPSUM BOARD EACH SIDE, WITH WALLS AT BOARD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R30S GARAGE TO HAVE MINIMUM R-11 INSULATION 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 FA11H 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 HVAC FLAN 3/1ro" = 11011 ARKAY ENGINEERING INC. STRUCTURAL ENGINEERS RICF+AR[3rIDDI= E. FLORIDA LICENSE NUS"1BER 31296 I HERBY CERTIFY THAT THESE PLAT !S AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE ."11TH CHAPTER 16, SECTION 160E OF THE FLORIDA BUILDING CODE 201E AND ASCE 1-10 FOR 131 MPH WIND ZONE R16K CATEGORY II AND THE ENTIRE 2010 FLORIDA BUILDING CODE RESIDENTIAL m z u tA ru z Ln Z tn m O Q 00EE � Z ON >0 m - In m WIIn ►.� u Qm Z W < �W A u m� fy Q 01N �m !nN Z aN w ui m Jfn-W (D LL mLL 0 r� cal � � s C � m cal 0'J 7'p !J U Z N LL L J IL 0 ~a w z Q) ° do ul W Z J Q) z � U1 L o �- ui QoU� lU �4 LL J lU Q) r. p� cz >I)��U (p Q 0. (L z q F- Q 0 w Ily- m (14 m A a z .. o Q Q x a 0 o v v'/) + � W t 'LL Z V+3ro m OJ 2 OIL o \� 5 LLm 00 00 JV HN LLz LL 5of: ro ARKAY +� I� u il'A' i7F"} ELECTRICAL LEGEND a220 Y SWITCH G,P,I, }.� (� V GROUND FAULT RECEPTACLE � IIOV LIGHT CAN BE CEILING OR WALL (TYP) CHANDLER 110 V A,F,I, 110 V ARC FAULT RECEPTACLE CEILING FAN W/ LIGHT FLUORESCENT WP ,rye (D 110 V WATERPROOF ® tlOV 50 CFM'$ BATH FAN FIXTURE OUTLET O RECESS CAN LIGHT ®SMOKE DETECTOR C O CARBON MONOXIDE 0 ELECTRICAL PANEL UNIT ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' FEET OR SINKS), GARAGE AND AT EXTERIOR LOCATIONS $HALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GFI" CIRCUIT ALL REMAINING OUTLETS IN HOME TO WIRED INTO A ARC -FAULT INTERRUPTER "API" 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.G. GENERAL LOADS TYPE OF LOAD LIGHTING LOAD 1516 SQ FT X 3VA 5454 SMALL APPLIANCE LOAD 2 CIRCUITS X 1500VA 3000 LAUNDRY LOAD I CIRCUITS X 1500VA 1500 TOTAL VA SS54 LOAD LIGHTING, SMALL APPLIANCE, LAUNDRY FIRST 3000VA X 100 q TOTAL 3000 VA LIGHTING, SMALL APPLIANCE LAUNDRY REMAINING Fi554 VA X 35 q TOTAL 2434 VA TOTAL 5434 VA LARGE APPLIANCE LOADS ELECTRIC RANGE NOT OVER 12 KVA 5000 VA CLOTHES DRYER 5500 VA WATER HEATER 4500 VA HEATER 5000 VA TOTAL 23000 VA TOTAL VA 26434 VA CONVERT VA TO AMPS 28434 DIVIDED BY 240 VOLTS - 1113 AMPS TYPICAL ELECTRICAL RISER DIAGRAM 3 - 2/0 THHN CU FEEDERS 2" GALV RISER SINGLE PHASE METER SOCKET BREAKER PANEL. WITH MAIN 200 AMP GROUND PER N.E.C, CONCRETE ENCASED "LIFER" ELECTRODE REQUIRED PER CURRENT N.E.G. AND MUST HE INSPECTED PRIOR TO CONCRETE PLACEMENT THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, ANO DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORAEY 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 WILT- NOT BE LIABLE FOR COST or - REPAIRS OR DELAY TO THE CONSTRUCTION 3- 2/0 Mfo GROUND 2" GALV NIPPLE WP WP GF GF _ I I - 1 I I _.... 0 x a� d� O - - I I I 0 o p f \ !LL== E i / c PROVIDE UNDER COUNTER WIRING FOR FUTURE ` I 1 I PROVIDE UNDER COUNTER WIRING FOR FUTURE ' LIGHTING AND WIRING ABOVE CABINETS FOR , , , LIGHTING AND WIRING ABOVE CABINETS FOR FUTURE LIGHTING FUTURE LIGHTING 1 u 4 I. - — — — — — — — — - — — — — — — — — — ' IL aw i \ , ^ o o GFA1 U p o GF , 1 w 1 , , I \ 1 - - - - - - - - - - - - - - - - - - - - - -� O O �' `7 ` 1----------- -------- ------- I - - - ----- ------------------! J..�� ll- sFl (I �sFl �sFl FI a El F21 -------- ------------------------------� G.D.B.---------------------------------------- -� z Q aCL ACCESS . 4XXT31ce CE98 TTIC - tL NOTE: ROCKER ARM SWITCH'S IN THIS SIDE UNIT ONLY LL : IL 1 / VERIFY WI OWNER ALL TV. \ AND PHONE JACK LOCATIONS 'V/ " 3 r� FLORIDA LICENSE NUMf.3ER 312136 1 HERBY CERTIFY TWAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY flE OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 16045 OF THE FLORIDA BUILDING CODE 2010 AND ASCE 1-10 FOR 131 MPH WIND ZONE RISK CATEGORY II AND THE ENTIRE 2010 FLORIDA BUILDING CODE RESIDENTIAL m zz Z m O ~ 1] D O ulz ON z M �� 0 � wm 0m z W 0 LA w o eL. A U in m fy Q mN m N _ � f" = IU w .Ul m DW W NU mLL 0 rr co Lu m` IN Z U (a — tL m i zQ— -q c A) '-F fj Z M �—lllltu Q) lt1 }- U L (L ►n Q e0 3�`a67 6 _ 70 lU ou"-1 ui Q) o i � w (Low (L z q Q Q D V a C14 c, cn o a z o lu X ui J � a 0 o v� uj _LL O m v J� i Oa W 0 o° LL PG r/Or- ro ARKAY I I W,,! 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'. 1-2 Fr �, yl 3r.,n}{ti.,:Ii,:rv`I. 1fr_.t.1a 18:9 iSlrher '!u II:v(a 'iiky •.1•nn11A< n, tf,'41 ,sto.111+.; .., U tFa,; .L. _...-: .. ._._ �1, I I u1r;15 r•Y r fit , n>,:sr n;ay. ,wt >, ,}tJ ,'trf i � I ;t�1II- I ( _ ... ._..... ... .:..;.....:. 1�1OLr,+; nt a"'hl4kfdi9 .^_-._.._. .. : ': ':.: .:,�.a «... ,...:.:. i. � .., pc. ., I. ., ...,.., p, ; },slte,t ..ih6+,-.q�.thl•. I I s .atfrc�t ¢ _ 1 it .... .. .:: 1 .._ # I { .. ...., ..it.. < 1` .. _., ti C P .I .. .. .,. _ ( .r L, U 1 i r s �i S v s a ar r 41' r'r M 4SONRY OPENING 2X BUt �O r _-r f I BI:ICK ANCHCRtr`iC STRIKE JrAMR CONCRETE ANCHOR. I "OTES: t p hove diiferf. edge r Oer ri o iitaren sv Y o irt, mod nc rs t o crate a th oe u_c n ` +bsftutton f I. yi I q dsfanre and cent er distancea vfra ea fs. 2. Concrete anchor locations Gi the Gamels may be (,dusted ir7 mcrfnfo4n the into. edge distance to morfarjoinfs. If concrvle anchor locations noted as "MAX, ON CENTER" must b4. N anchors f o n f . . r f'iorYa Ica acre _ Y nddt ac(Pvstad f9 Maintain the min. edge distance to nladar jo.r ts, , may be required to ensure this "MAX,, ON CENTER" dlmendons one not excce ded 3. .oncrefe ancilor table (FJ iCC»k Aty fdC1R M0. dytttJ E �..... tf� ftA!!G. c tEaR Fi�1: TS2 P.J. WY CJ A AM ft R n F L R - s [a ri U. rJ �,J dx l�A" y J r.I �.,t Y1.? y tK1; n { lTW ll•t" 1^1/ 2-112" E!CO 4/4" 1.1J4" V IJ a,j Aqo fI1�, c >n I A L v TYP. HEAD & g �J o Wd JAMBS MASONRY OPENING Q E tyy S ° o° -- T - Cry a FRAME a o: } w 2YBUCK-\ u, r'&Ahs:' AHCHaktiv�, HINGE JAMB I C Masonry 2X dunk mnstructim 1 n I I , l - I - ) r i I - r30 I I _ Tda TT / flx�• , %12 "76, Zµ i sot N. r. S. r -' o•.1'c 17 r' i - a� �F tATttt 6 SteAnBOIT 11VAIL HINC-f DETAIL �� J •1 TYP, HEAD & MASONRY JAMBS ` OPENING /r b 4r FRAME a �� - IXBUCK \ I ate•-= 9iRfKEJAM11 FRAkSEbuckc RIFtG _ tvtasorey l%bvcorlsinigtleri CONCRHFEAHCHOR NOTES: 1..5ubsfftuffdn of equol concrete anchors from a dlHerenr suppfrermay hove dfffetenf edge distance Gild confer distance roquirernenis. 3. Concrete anchor Iocalfans of fine cGMOM rnoy be adjusted to maintain the min, ache d&fanca to mortar Pints. If concrete C."ctlor foc'aficru noted as "MAX, ON CENTER" must he adjusted to moinfain the, rrir, edge di5fance. to mortcr Points, addt4Potlal WrIcrete ardcho s rJwy be required fo ansrrs #te "4,LA,:. C,V CI'NTEk" dfinensrons are nos` caxc'eedad 3. Concrete anchor fabi ANOR09 r Al�1Gilost ;W t4tr1! C(EAHAIV�E TEt Iu1iN �L�rkAPfCt f(1 °'- { Sf �i55B ciliti t 1 :' NrASC3#tHYf �i71A 1 AiTkr fl3tf :: 7 mod_ • - I .. ITWI 316' L r-- ----- -- gIfiGf JAMB HfgGE DIVIt dr- LATCH h DEADBOLT DETAIL R R W Building C'onsultants, hid. B Consulting and Engineering Service-, for the Building Fndustty . C P.O. Box 230 Jahico L 33595 Phone 813,059.9 }97 Florida Board or Professional Engineers Certificate ofAtitborizrition No. 9813 Pra duct Sues Category Manufacturer Product Narne Category Plastpro, file. Smooth i Wood Grain / White Wood Grain Swinging Exterior Exterior Door 5200 West Century Blvd. Rustic Mahogany Doors Assemblies Los Angeles, CA 90045 Series O Fiberglass Door - "No Im act' Inswin /Outswirz m P 9 9 1� 4ry r 1>,1, f ,•. t a iFF SI ta`i..>tA � . 3 U W (U Ln Li Q Q WORM LU O , ��F'1.1t c.,ii44R.i#r �xx-_ f W .'s.r u � I^�rJ1 II k "t C LL G i a g q!agl ` .. 1 il, 3- 0 0- hi , - ,�I�iii;r Co .H.b si:t- ,4?,t':,pd• .. i• __._.- This is a Product Evaluation report issued b R W Building Consultants Inc. and Lyndon F. Schmidt P.E: (System ID # Scope: f Y g Y ( Y 1998) for Plastpro, Inc. based on Rule Chapter No. 9N-3, Method 1 D of the State of Florida Product Approval, DepartmenS , >'d .I '., 1 II�wr.1,�` IN6' f.'t) �t1IN { = +.11 { I 1 i i rl 1 11 ry Q O . r of Business & Professional Regulation: Play.-1j�.�i'�ACT" ` r I , - tl t a €� , ,; - t_( I y1 N RW Building Consultants and Lynr don F. Schmidt, P.E. do not have nowill acquire financial interest in the company -; i �.1) ; : - F Z fU _ manufacturingor distributing the product or in an other entity involver in the approval process of the induct named herein. 9 P Y 1 pP P P I' ! ! P l r� ;: W Ul Ln !":.'.. _.,... Ld 7 , U N- I I LL I t 1 m r FI h . has n evaluated 1 Florida Building requirements e excluding the ( product s been a a noted and Is In compliance witll the 20 0 o Ida u Idtn _ode structural r ul m nts 1. This p P 9 q 9 g 4 i I I l VelocityHurricane Zone". _ 9 - 2. Product anchors shall be as listed ands aced as shown on details. Anchor embedment to base material shalt be beyond wall dressing _ I1, or stucco. I I .. e � � i that r ( used in areas requiring wind borne debris protection this product Is required .0 b.. protected with an impact resistant covens t 3. When q y b P P q. P P 9 _ - - • 1 _ complies with Section 1609.1.2 of the 2010 Florida Building Code. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck nhasonry construction. 5. Site conditions that deviate from the details of drawing FL-15221.1 require further engineering analysis by a licensed engineer orti t4rtr 1{� registered architect Ii �ttrtrtg'.'. 1 Tr c tPrt{;{ 1 I I { i C 6. See drawingFL-15221.1 for size and design pressure limitations. 9 - ` ' ' t i'.I •: :: ., s,. .�.'t': •'. :. - ,+i : .}. ',rrl - rfa rt j tt wa l,� i 'r Supporting Documents: ' i i...... 1 � I or o. r i In a Signed 1. Test Re t N lest Standard est _ bar a.or Sr ley 1 t -..,. . : .:..: ..... . _, ,... :.,. t,if t _.:.._.._.. ETC-10-209-24641.0 ASTM E330-02 ETC Laboratories Mark Sennalt. _ ETC-08-209-21639.0 T'AS 202-94 ETC Laboratories Joseph Doiden, P.E. 390365 T..S 202 ., . Testing w2ir,ra.roil Latl. Inc.. Lyndon F. S..hn lul, RE, ' 2. Drawing No. Pre amd_kK Sic ned & Sealed by _ t No, FL-1522 i. f RVV Building Consultants, inc. (CA #98 i 3) Lyndon F. Schmidt, P.E. 3. calculations Pie Argd kt� �it�4hed & Seai?d key Anchorina RW Building Consultants, Inc. (CA:"9813) Lyndon F. Schmidt; P.E. 4. Duali' : Assurance Certificate of Participation issued by flationai Accreditation and fvlanagernent institute, certifying that Plastpro, Ine. is alailufacturing -----__.__- --_- ----------: ---- --------------- - - ----- --.-__ ,____. d t withir a ua'i' a-'c r n r ram H, t corn ties with iS0/IEC, 170'20 and Guid-;; p, o _ r.c s q ? .,as a ce p og. r-. a- p _ _, t F®� Lyndon F, Schmidt, P.E, FL PE No. 43409 2/23!'%012 F'F 1553 Sheet 1 of 1 R W , ic. B. Consulting and Engineering Services for the Building Industry i C, P.O. Box 230 vatrico, FL 33595 Phal•_ 31 .659.9197 Florida Board of ProressiorIaI Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Narne 9 Plastpro, [lie. Smooth I Wood Grain i White Wood Grain ExteriorExterior Door�t�lr!toy 5200 West Century Blvd. Rustic i Maho gT : a t Y Doors t)o j Assemblies Los Angeles, CA 990.45 Series U Fiberglass poor I Inswin /Outswin 9 9 "Non -Impact" e• This is a Product c Scope: In not Evalua ion r • o ' t e port Issued by Building Consultants, n � R W Bul dt3 Con I, n s t F su .� t. Inc. an 1_v J F ., g d nc on ..,. lrnld_, P.E. (System ID # 1998) for Plastpro, file. based on Rule Chapter No. 9N-3, Method i D 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 structural requirements excluding the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details, Anchor embedment to base material shall be beyond wall dressing or stucco, 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that carnpites with Section 1609.1.2 of the 2010 Florida Building Code. 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 drawing FL-15221.3 require further engineering analysis by a licensed angineer or registered architect 6. see drawing FL-15221,3 for size and design pressure limitations_ supporting Docurnerrts: I. Test Report No. Test Standard Testirlg LA!1q aT t� Signed by ETC-10-209-24643.1 ASTM E330-02 ETC Labnreitories Mark Sennett I EL 01390365 PAS 202-94 Tesling Evaluation Lab -,Inc. Lyndon F. Schmidt, P.E. 2. Drawin_g No. �:ap re by 3jaLied Ssaied by No. FL-15221.3 RW Building Coiisullants, Inc. (CA #9812) Lynclon F. Schmidt, P.E, 3. CalcuEations Prepared t?t Ssr ed &Sealed Lv Anchoring RW Building Con:,ultantS, inc. (CA #9813) Lyndon F. Schmidt, RE, 4_ Qualily /Agsrsurgnce Certificate of Participation issues) by Naticnal Accreditation and Management llistitute, certifying that P!astpro, Inc. is nianutao(winn products within a quality assurance piog•,=_,in that complies with ISCIiEC 17020 and ::tide 53. rrf r sole y Lyndon F. Schmidt, P.E. FL PE No. 43409 r^F 1553 Sheet 1 of 1 2/23/2012 a , ri 1 T`(P. HEAD E &.JAMBS - 7~ MASONRY 7 OPENING I� # 2X BUt.r--\ t L i I, au`• R ANCHa£!NG 4TPJrJ. JAMa CRETE,hNCNOJf? NOTES; itutfan of eg1.10f concrete anchors from a different suppfierrno}, have different edge rice and censer dntonce requiremenh, ;r efe nnchcv loco ' r I t ha is of f r s _crn rs .. r e ma �. + be cld I � ' c's e d r G „rn,nr t, t t e r 1 a n inn. ed ge e g rice to mnrtor iGurlts, Ccncrsis oncFror fe^aPr xrs rnlrvd as "P,tA,:;. ON rEr rL•R'rnust be red to rnnilrtain they min, edge ddctcvYce to mcrforjoinis, additional c.o rcreta anchors be requkad fg ensure the: "F,gAX. ON CEh7'" dfinensitrn are not ercaaded, :rete anchor fable.: i fA f r1YP.f 1,�1 n 1 �;Sn g� rLn 1 Y'?x• LUCK I SEE HINGE DETAIL 1 `u ,y Iln BUCK m a u= MASONRY _j s A €LU OPENING 11 HEAD &J; nNs y a 2X BUCK,, s SEE HINGE 'v CJ DEiAIL2 _ rRAMtT u r`1r1RfNG irINGFJAMlS t7 't ansln.egon I IX Bur ,r:. , 1.1 BUCK 9 t i ($'� I Y BUC'9. i�}t�-- - 2X Bt fr x r L i� 11 t BUCK 2X BUCK i f I I I dd i� �.,� 'I � i2��.�- d.. izrs: �{1�12 _ i ►�,11 , ip( T �: if ter,r a- '- L r ' >' iA?vH # 6EAOEOLr DSiA1L HIM LtE",Arz ' tSffdrs`� it. YttL < at; 1 _ in ISA 0 CM M'a ao�me 8 m g W (n err $ y fu z (Tl AIVItRICA,N C0N%T9t3CT40N META S z Qrw °aaa a . $ s ease®r aaaara � 5 . - ^ W Q awa,aaara aaaarraa E DESIGNPRESSURE (PSFJ. rya H � aaaarara aaaarraa S c ` 8� 3rNC{R SPAN tEN�TFt ROOF OVERHANG ` m ❑ ❑ 5140 West Cidfion Street a��:Q� aaga°�a,` a 4n � r6 � � k Pas1TTv�: rIi �A7rij+ , -SPAN- „ A „ � � � � t7 ll Tam ea FL 33d3 � rat aaa � � ' � � SPAN „ A „ ROOF OVERHANG � i q h "m\ �. p a• ra a 8" +79.0 -1 d 1.Q SEE NOTE 2 : � w u� � z _ J " Q (U w n ..,_�.. ROOF � � � m aaaarara _ ' - _ c raaaaaar- ° ROOF /' IV, +60.0 -60.0 FRAMING �/ `j � $ 'Q ..��,,,, � ✓ : rd D Lf 4 � � L m 00. r ALUMINUM I - .ALUMINUM $ 4 _ W In z FASCIA 14" +38.5 38.5 FASCIAi 9 a c E c H u (Q ALUMINUM a��F�� TRIPLE Q2 TRIr1 RM / W T 4012 j.ons THlcK1 * J t [F'1A1 16" .+30.0 30.0 T4014(.0133THICKI aei1. 'i _ =.y. _WC^ `_CMU OR (flr--oNOTE:. _ SOFFIT-J _waoDLI_LUSOFFIT_J FRAMED ED 1, WOOD FRAMING AND CONNECTIONS 10 BE DESIGNED p - % BY THE ARCHITECT OR ENGINEER OF RECORD _ - p oU GENERAL NOTES &I SE'EDETAIL^F" SEE DETAIL " E" J � SEE DETAIL " G " 2. 12d COMMON NAIL OR 3/16" fiW CONCRETE SCREW (MIN.1-1/4"EMBEDMENT) 24'ONCENTER SEEDETAIL"E" \ - - OD m 1, This product has been evaluated and is in compliance with the Florida N raaa SIDE STEW_ SIl"9+aLE SPAN W/3-C�A4VP EL Q Ot RI Building Coda excluding the High Veioclly Hurricane Zone" (HVHZ), raraarwa , m VIE15! - SiiY�aLE SPAN W/-CFiAN6�EL �yGS� 6.:w N ( / " J g) (shown w/ taws/fTam ng Overteng) 00. hl , - Sh❑wnw tYlAss, li"arniru averhan 2, Product anchors shall be as listed and spaced as shown on details, rar � � � z � 2 fu Anchor embedment t0 base material shall tab beyond wall dressing or �..•�,`qaa ra "�*,,y .1"``\�;,.' ij TRIM NAIL ATTACHED - STAPLES INSTALLED `rr�r? - _ - _ W 111 5#Ucco./y�I r THROUGH FASCIA 12 O.C. (INTO WOOD) uu i Ul waraaaww rn I / I / @ 1 d^ 0,C. MAX. aarroa w z 11 F IN.1-CHANNELSLQT � � �� ❑ _m rararaa o O STAPLES INSTALLED @ 24 O.C. (INTO WOOD] OR T-NAIL 15 12' O,C. o ❑ U 3. Site conditions not covered by this drawing are subject to further :sear o (n / ON F-CHANNEL LEG OR T-NAIL 0 I T O.C. STAPLES LOCATED (INTO WOOD LU W IL engineering analysis. br raA � I � 1, ' (INTO WOOD OR MASONRY) 24" D.C. INTO FRAMING OR MASONRY) � � 0 as®a p `.� NOTF.-; FOR SQUARE CUT OVERHANG, 0 3 @ i TRIM BOTTOM OF FASCIA FLAT AGAINST PANEL 4' .. ,.��'\ - 4, Wood/CMU wall construction, by others, must be designed property to�tima° w 9' !!! + �./ /" -- receive loads from the soffit and/or 2" x T batten strips. �. f• �rp� � _ - TABLE OF COIYra.idTS - �q earaa '- m.� aQ ."r _ 7 M \ STAPLES INSTALLED �' \ o Z araraara N M v �r IT0,C. I o SHEET bSCRTPTION +at. aa.aRa _ .. i (INTO WOOD) c _. - rowaara o o tNF-CHANNEL SLOT OR v r I Typlaal elevdtlans &general n<stes -. _ _ : r ar pry \ s �� .a o 2 Panel detafls _ ..._ -. r ` . s e 1LsfD� _ 8 -� rra a T-NAIL ®I2 O.G. R MA5 AIRY 3 Soffit details & design pressures ` \ - --'- 9 �\ ---= _ (.NTO WOOD O O ) E o q --- .. seA:.F, N.T.S. 3 l � - _ _ _ _ _ _ _ � 4 Soi t details & design pressures ❑M. trr: iK m � � � _ - I � r� a 5 Sotflt details, design pressures 8 bFf of materials gUAD 4 g4 gr. LFS - I P. _. ^.,-4412 t0115• THICKI /// - - - - - [v+o141atss'1ra1CK€ - vruwm°Rv.: a STAPLES INSTALLED10. � (+$ 1 FL-12[ 1 S.1 END OF PANEL AND _t / rn • -- M 4L gg)) sRRrr r of 5 t? &' MAX. O.C. r' U w 'o - --6 - :Consultants,Inc,. (SEE DETAIL'? STILLY 5) - 1,8., MAX . " i , �. ! J / �� z a° LJ I ^-1/i"MAY,, -1 MAX. wTe: z Consulting and Engineering Se vices For the Building Tndusuy MAX. - i \ ti sews N.'f,S, a P.O. Box 230 Valncoe FL 335�95 Phone 813,659.9197 _ l $ � p p DETAIL p f ,I � DETAIof ae DETAIL ar en DETAIL " d'°± ar - .____..-- � La4� oHK rFS- x FlvridaSaardoFPaafessionarEngineers CErtitrcateofAurharizatsonNo- 9813 �rascia F Chennel S-Channel 2019.1 0 scer_4 OF 5 i A r-- SOFFIT AIR FLOW TABU - Alft FWbV AIR FLOW \ soFmrnPs soFFlr � r V $ Product e afrn usA°n.Eccan nu#] Category I�ianufaafLirQr { Category} � rY Product Prairie I d American Construction Metals oeroreR vetrr A'a1�a,a, Rnxn.- 3.91 , 2.71 % 4'r'a�R:1 r4 .125" I � E � a o: - - W PATTrrRR Panel VV`atis soffits, 5140 West Clifton Street - "Triple 4" 3u''Quad, 4" Atun.Tinuarn Soffit - - - - - � E Tampa, FL 33634 0 n 4 Phone 813.880.�4444 s F44a. +'F.as'r ruu a+srcr ro wwwww` I � u � •: � Ll PAArfMrtwu 11.7'�4 I 141.161A ra'4Yi End 11.?'4 s1.18 f° %4140 P ' z ` ' 3 ~ � 17EAdJ. - --- -- -- ww N a a a a a a - 9 0 s D�scRiPTror� hiATEPJAL \ �RaL 7rWt% e %%N a a o a-- �,a € S I FASCIA ,D215' 155' T K. AL H14 AUJMINUM Scope: This is a Product Evaluation report issued by R VV Building. CoITultants, Inc. and Lyndon F. Schmidt, P.E. for American ucL vrarrrsviusj - S ° $ 2 "J" CHANNEL .0155" THK. AL 31D5 - f-124 SPAN " A " earreRw 13.99 i.STi"le ra�raaR I 3.89 1,.5d3ale �'rsww��. ALUMINUM - ROOF OVERHANG as Construction Metals based on Rule Chapter No. 9N-3, McAaod 1d of the State of Florida Product Approval, Department of aA a- 3 "F'CHANNEL.0155"THK,AL,3104�H19�_-- ALUMINUM Community Affairs -Florida Building Commission. I 5 QUAD 4 PANEL (.0115 ©R .0135" TFIICK) AL 3105 ALUMINUM wwwwa� a a a a aaa � �_-.�. �_ 6 TRIPLE4 PANEL (.0115C1R.0135"THICK) AL,3iD5 ALUMINUM FRAMING SEE DETAIL a RVV Building Consultants and Lyndon F. Schmidt P.E. do nnot lfva n as �� n n n n rT n T-T m > ° Y or will acquire financial Interest €n the company 7 #t5x 1.3/4"TRIM NAIL S.S. I / (SHEET zero ,o F manufacturing Or distributing the FOdUCt or In an atfneF dSEltV oiled in r wawa LOUVER PATTERN (FILL SAME 8 18' GA. X 114" SS STAPLE (W17/8" MIN. EMBEDMENT) STEEL I i m g p Y .he approval process of the product named herein. a. I S4^ _ i,Zs' anw®wow (LOUVERS FORMED IN SAME c 9 2" X 2 BATTEN STRIP 5G- 42 OR BETTER �J' i�aew'�w4°a DIRECTION AS RIBS) WQQD _ I� mRE 1,T �^ ®wwww` %,w % i } q 10 APA B-C- GROUP T EXT. 15/32"PLYWOOD OR BETTER WO2D 0155 Mm'a0 �¢ as W 1 0 e _ w��,m,me _._ --- x • Limitations: .097' DiA. T-NAIL. (ih'/ SM" MIN. FMBEDMENTj { y- STEEL ° E .76,E �� @a�po VI „ . ^ d E S qqq A' I4 z ( - ----= = \_ - = - 1. This product has been evaluated and is in compliance with the 2010 FTltarida Building Code FBC excluding the "I di V - a'4ww EW iA (.xSGAL� r-..._. " d iX2 VERTICAL / ----- / CMU OR ?°wwww'a 12dX,a-I/4:, FRAMING SG�ICA SEE DETAIL "A" � --� WOOD Hurricane Zone": ( i 9 yh Velocity � FASCIA "J CHW4EL wwww�wow FULLV$IdT.NaTREPAT7kRPd i ) / (SHEETS "--' ~ FRAMED f 4 fiANf#EL a a�� r aeaq a 5 k H.D. GAL'> , STEEL ATTACH W! 2-8d ��- 12d 3-1 4 ) �-J Aluminum _ Aluminum - - fLouve;a formed In some o - Alu inum R wwwwwaw direction as ribs) rat o COMMON NAiL C9 24" O,C. - COMMON NAIL$ - H.D. GALV STEEL % I CONTINUOUS a SEE DETAIL" H " -� 3 ww�wsc3 a e{a� a W/ 1-3/4'MIN. EMS. ® TOP TO ROOF FRAMING i COMMON NAIL @ 24 O.C. BATTEN 0 CL 2. Product anchors shalt fee as listed and spaced as shown on details, A.v�•chcsr embedment to base material Shall be beyond watt dressing - .33"- - COYFBAvE (R��rartszr X Y _ / Wi 1-3/4" MIN, FMB. SPAN I Or Stl ICCa. s-cmeAG6ICI RIB (tYl a1 33' _, vu OUT w - r r°I®m a % -, i ei I 73" �. SIDE VIEW - DOUBLE SPAN W113ATTEN 0 4 r ' nA+ _iLd1 3. Site conditions not covered b drawin FL-12019.1 are subject to furtft r e:n ineerin an _ .0131.R. - as `9 (Sho an av/ gvss!f anring canhlsvet) Y y ) g analysis, F 'p N 031 (.R. 42" f I S t.,.� I / \ 1 / ®1 v� - $� STAPLES INSTALLED ® T - STAPLES INSTALLED 4. 1Vood/GfvtU wall construction, .or T _ Q Q [� [� arr'aaMra END OF PANEL AND on, _ y otyer€s, mu:�i be desinned properly to receive loads from the saftit and/or 2' X 2" batten strips. +0' _ r rn END OF PANEL AND .33" A5 ✓ � [] � U U li � �- T , "+ a z - - -- _ 8" MAX, O.C. Iy a � p �T t 0 �q h'ka4� o I C7 _ 8" MAX. O C. u' _ 0 a 0 0 � ao �® � � (� � 1 --- � (SEEDErna"J j � �� 5. See drawing FL-1 2019.1 for size and design pressure limitations. UU aPtb@aaa p n - (SEEDETAiL"J'l-^-Y 33" o 0 a 0 a 0 T. RIB AND_ €NDD1TAIt5 - '4 0- tl ax`�<� - _ - 6 Sea ofWn Documents: Q [i [� 0 O^ ®r I�` ff¢.^�� r... 6@✓@_ _ SPAN , A ., m. i3� � 12" COVERAGE - " Sol d ie� I P 11/16" LOUVER PATTERN a as ® �' _ P aPROOF OVERHANG 1 . Test Report iY4. TestStandard V PITCH --�-_�251M$"�wlomasAnAE'LergRtnuveRs (LOUVERS FORMED IN SAME '� ta?a, c, $ ,w, DETAIL n g� sa S b � SEE DETA1l."G ° T�^at:€f9.E4 ,. fJ.tJr3 E7['CI Signed :0 .VIP DIRECTION AS RIBS) r �� Ee r7 SHEET 4 �- r��°cere m f ROOF l TEL 01190073 ASTIM E330-02 TestingEvaluation Lab., Ene. Lyndon F. Schmidt, P.E (P 1. / - SEE NOTE 2 p O t F SP?0 I NGM RESl;1V ARESSGRE. SF FRAMING I� ?J_c 4 PA E1 -� 0.389" - �a� j ry q' ❑ t -- - _t 6VECC...... n4r5 6Ait¢id PC1S€TIVE NEt`> W71V j j y N o 2. Drawing No. l�re�ar�d b� z 1 ..... .�--' / _ Signed & Sealed tT _ _ ^- ` (REF) T6"COWRAGE �- - � �wm ,� oaT� a1�D�os ? / 16^ + I (ol o No. FL-12019.-1 R4V Building Consultants. Inc. (CA #9813) Lyndon F. Schmidt, P.E. 99" REF �a.. aq < J/ 70.0 -70.0 1 yn a _ VIEW "A-A,.14 x SCALE) �'^ia°�r�® \. � � 4.(a" PITCH - 2.67' --^i- WIlIDIHAY rnn;erORtatn'�s ��, ra4a a � owe, a1 JK m �" % > 1/ � q �c� i� u Pis) la" +66.5 6v.5 `� - -- `"�- (g� - 1 t I 3. Calculations PFe�ared by •�` a`a°tA3 � �. � f 1 i; o o a �iclrled � Sealed fay YUttVENT'-NARRO VENT PAT � a cRrc er LFS e � � � � - �. _.a__ � - � � Anchoring -_-_ z g RV�!'Bu€Idn� Consultants, Inc.€ r #981 w oRnwmc Pan: i C - g -' ( ) L.^ ldon I-_ Schmidt, P.E. (Lou°rer» Tolmsd In sonro silraoti°n ve ribs) \ m _0° 't'6().t)-(s0.{) ML OR 0e _ '` FL-12a19.1 v 1 a 5 QUAD 4 PANEL ` � / i _., � - � t �: w000 z 22" +54.5 54.5 \ SEE DETAIL" I C; 1� FRAMED � Q � 4. Quality SEir�€iG& f [� SEE DLTAIt"13) i c' Certii5cate of Participation issued b National Accreditation and Management Institute, certifying that Arrleri� t _ �0.� 3 .0 sHc�I 3) i �, N p" Construction Metals is manufacturing products within a quality assuran e p gram that complies with {5C7/lEC 17020 -- D+Ts: 1 s Ds I and Guide 53- p P RE3. - - 3EF NC)TF cvsr N.i.S. 7 .!NOODfP.�taa+r;+�AND C,ONPfECTIt7NSTGBED�IGrtED F�3E VIEW R DOUBLE .SMPq W �,�T�`EN own. er, J.K - B' C.C. MAX. -- - __.. BY T} E ARCHITECT OR ENGINEER OF RECORD c -' (. hown w/ Uvgs/framing overhang) owl 2, 12d COMMON HAIt.OR 3/16 ITW CONCRETE SCREW� L DETAIL 'r laP � (MIN.1-1:r4'EMEEDMENT)@24"ONCENFER ewwaora.: '� IT FL-12015.1 IJ Lyndon F. Schmidt, P.E, Ft, PE No. 13409 o t M m PF 1453 ', D13/2011 SPAN"A" SPAN "A" SVAN"A" Iro '� - ROOF OVERHANG - ROOF OVERHANG I ROOF OVERHANG z a m \� ROOF R00 �%---' K' St'Tsef 1 a 1 FRAMING i F ` ROD` /-�-`� d m FRAMING ^� :,:.-.". FRAMING ALUMINUM / 4 / /` \ a ^ '' FASCIA ALUMINUM �' , b k TRIM FASCIA, �-� G E „--- -- - - - - - TRIM e 9 o t 8 r no. m L SOFFIT,--,/! /• CHUOaR SOFFIT -'� CHUOQ `� SOFFIT-�� \ 'MU OR -,-- --- ----- _.. __.. .- ------- FRAMED ..----- SE"eDETAIL"A� \SEEI?EIAIL'C --' FRAMED - FRAMED �- SEE DETAIL ' A" WOOD � SEE DETAIL " B " � ° SI�EDETAIL,�D:, SEE DETAIL :,C„-J - SIDE VIEW - SINGLE SPAN W/F-CHANNEL SIDE VIEW - SINGLE SPAN! W/3-CHANNELS SIDE VIEW - SINGLE SPAN W/3-CHANNEL (Shawn v/ [Hiss/framng cantilever) (Shown W/ truss/fram[;Ig cantilever) (Shown w/ truss/iraming cantilever) 5T1dGtp SPA B/}1Gt}T taESl+arrPRE�SURE (PSFy TRIM NAIL ATTACHED As ' pdSfriYE MI �ATTV€ . THROUGH FASCIA NOTE: STAPLES INSTALLED @ IT O.C. (INTO WOOD) z m a @ 16" O.C. MAX, IN J CHANNEL SLOT OR T-NAIL 12 O.C.$� FOR SQUARE CUT OVERHANG, � m n � B. +70.0 141.0 ` �-TRIM BOTTOM OF FASCIA FLAT (INTO WOOD OR MASONRY) � ., g' <- AGAINST PANEL ' o 10" +b0.0 b0,fl i STAPLES LOCATED �8 24" O.C, INTO FRAMING -� a 12" +50.0 -50.4 I r 14" _- +38.5 -3$. ... ` 1 STAPLESLOCAiELD j 24.O,C. INTO FRAMING -' 16` +30.0 �Scfjl) E]NOTE: WOOD FRAMINCzANT? CONNECTIONS TO BE STAPLES INSTALLED i I 2 i I DESIGNED BY THE ARCHITECT OP. ENGINEER END OF PANEL AND OF RECORD 6"MAX,O,C. (SEE DETAIL `1 ", SHEET 5) \ `` (G �✓MAX. y ' 4 3 , DETAIL " °` I , r � - �pspppwg R o 2 - Fascia y/ DETAIL Pi dM 11 � a _a a -i/tx' 1 I \' l ChcTnnegl� ILN,STAPLES INSTALLED @ 24' Q.C, (INTO WOOD) �Ohl F-CHANNEL LEG OR T-NAIL �' 1? O.C.1 MAX r t (INTO WOOD OR MASONRY) ST.APl.ES INSTALLED �^ i O C. NTO WO00) � j � 3 s, j IN _.-CHANNFL SLOT OR T-NAIL @ 17 O.i . _f \ STAPLES INSTALLED @ IT O.C. (INTO WOOD) Pt rr owe. a -- a C_ I /8" MAX. � ( (° - IN F"CHANNEL SLOT OR T-NAIL 0 I T O.C. DETAIL ICHK. lir,Bra L' E; DETAIL (t0 (INTO WOOD OR MASONRY) ref +g®D'4@L rP B 1: ,l-4(Tann`ri LRIdYIIWO N0: Fascia rL--12019.1 a F-Channel CI - sHrer The ProlullemitI.i, FlWaW am, rers ore finstrated wir ication instructions too rigid "r lii le rr�iariuPactur�rs . I g Most mate s: r� .....: �P t, n �t ent for Fas.ener place n . 1 •r:_ . fa I for b!o.w. Warranty ry ret• .i - ofs,..based on a t nth g patterns — -- yen wiert tha teal problem Is a fnaterial detect! L �� .; ' assurih coni ' liance with what �t who are lnstallatlotl tejecticilis,,. by code officials and oonsultal s g p 3, are avedy rbslrirtiye manufacturer application directives it Mandatory rerriOVai and re-application.of shingles=�tirig time and nibney t., /t The I lie Solution... P GAF's expanded approved Will these expanded fastener options 1!_' fastener act=irient area adversely affect wind upliff resistance? •�t �yA, (see rev se for details); E [ lH ( :r rosulting iini : •it ilexbfdtfr UL in g (U.L.997). rdiacliisl�e!y P[Oves thatirGreater 1A histenler l.dfilent ,t*sh altfw. theS/ffi#l64 favl4loW, t►i!'s now expanded tasietier placement ,�. E_-fflcit Instalh tioli en Will idT a!/YEPSEIY BifeGt Wind 1'ESIStaIIGe while ihaffitaining highest gaialffy GAF's 1png4drm field experience ,1 a Heitlieea risk of unrieau sa}y and cosy reaik supports the conclusions of it/L 997 testing I j-: y i.l iiky Yoti tian Tru l ince 18800 4 Jtufit North Ametlu 4irgVS! lti3tlltlP� I�alttlfacltlt 0f" r.' GORPORAT 0% r. y EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 °�.,.? i OXFORD, CT 06478 , ' PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT GAF Evaluation Report 01506.01.08-R8 1361 Alps Road, Building 7-3 FL10124-116 Wayne, NJ 07470 Date of Issuance: 01/03/2008 Revision 8: 02/06/2012 SCOPE: This Evaluation Report is issued under Rule 9N-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been designed to comply with the 2010 Florida Building Code sections noted herein. DESCRIPTION:1 GAF Asphalt Roof Shingles LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(5) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSLRECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4. Prepared by: s The facsimile seal appearing was authorized- g-�;4t,'�:_. by Robert Nieminen, P.E. on 02/06/2012 • O ?T 4 'CFd 2 This does not serve as an electronically signed 3r a document: Signed, sealed hardcopies have been Robert 3,M. Nieminen P.E. T ,t'aLt �' transmitted to the Product Approval Administrator and Florida Registration No. 59166, Florida DCA ANE1983 r'^ to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest in any company manufacturing or distributing products for which the evaluation reports are being Issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial Interest In any other entity involved in the approval process of the product. ROOFING SYSTEMS EVALUATION: _ I I I �Lr!n l_. z�:P r `!'T^4 R"'!- �=�1.•_^ _ "I' I I A L "I1+1 _ A 1. 1 1 1 '.' I, I. 1. !I I I I I 1 III 1min m - — -- - fy z ut In Q Underl8 ment:Standard Sloie-4/12 3.33rirmlm or more tlliderla me ti LoLv io e 21i q t 1G m nr/m F-i Fy 0 Ap({hcatlon orundarWymant;Covardeck.vntil cir♦e 1aagg'er ui;bnd• Ilavruept InstAlled vnthow �� gpphralion al uhdarteyment and save flashing; GoplplPlely i;Ovei tltetleck svlh( hcb � . � Z � p lYl'!nkl s. Clse trhl .epeuph nods to hgid, mdndnynlent In f)IaF.e:unbl rnirerad, by slnRghis . is"ers.nl underlayinerlt as. shnvfii Use only,enauyh. nails to lield Vlldslad+ilJent In lace —' •� (ll - i. .... # . Y .. ,..... f 1 ( I. G ...i....We -h _ .1 P... Q Appllpallo 1 ill eaY. ifasding; Lnslall soya tlasltln sirul as qAF (data leis om6 abon at .i, until covered 6 e do 1as. llse.bllnd n Ilhi Ior,eave llasblu s. A eaves and rvhare Ica dams can :: :.: : - LL -r .. d ... .. Y, i.O .. .a (l. .. q.. 11 t4tatclr' u 51oFmGuard' LrAk Garner n IdcAlltles tN ere leaks ln: he caused hY.YAater 62.ckJn Ca ez a IeH ifsa f a la .r n I4atar al5 Cer oralldn Waathee NA1rh' o St CUa d' Leak Wall FlaslTing (Sloped Roai to vertical Well) Chimney Flaehing J n p c ., .,. se — 1 i f r i"'t "slJl 1s bJerlidn the root ad z b' 3!R Tbntnil-and Up be,(1 t,d !ce.o ileb Is Barris. €a 2 tla .np n u t A 9 5 ( Barflel'. 6ave,llashing most a.rerfianp the'rc�nl=adge by. 3i8" (Iflnim) and 'ekteiiq 7.9' (61gnrR1 _ ;,,la;,v;c F-'I � tQ elttehti 26" (Gibhim) tir.Yoi,A thA id9lde lbas Ilrie, _ beyanil tli.. InSI@a 'mall ine, VJfiere Ira Janis br de6iis d'ains are not expeclad, install 2 piles d� rv,nmrxM1o: ., ... ela`o nrahsmoec:. _ - r� If1 Shlnple-hdete"oihiarleymenli ''1 H noggl nre,y "� UtU 4" n02nimj ,Deck - ! m Aahh9 D 4W 8�5 Ar1NMJ n Ilan ui Ln ie L,c;r,nn y`.ealhe'vualoy" a'iia; h,nl r,An. `\- aaa hcl5a Nil u nF iIle v m y ✓7 er'd,' .1 II rr WaW 1 MU+IIm,m Sbpe_ - F ./ at 6111mUt�-'1^ 141n n la Ifrbil n1 ! Sldnnalm N'+p'wY W Ic na elvpee B t >,"' ,.•4A,ri L 4 Behtir. LA. a•1.�a, _ Y• _ - _ O iri INa M dpac n?r Iv .z-dca ska ,.�Aj _ _ "'�1yj _. t :. _ - Ui 1 uknIb Ulde Shtn�rq I InI4y. ,p 't, All d rdnern id' (n IJinrnl 4`!t R E - r l ep a 1 i � (A ShYryrr{Ac-Da Nu,NUA. O 2'(r 1 ) side LaP Ydtld SltNIAId" \ IiIWStl vllrt ,,FBAs Canmdr undciayliizni _ Int9e- �°' Lai sltt��ls >.y, b - _ _ -. s: 1 f4a3tnlnl U } 0 ,in.2m , E d LAI, _ R I d, Idprv,Alde y RaDAnp EanwN - n�i ;Innpd k d - Aln g @ . V! 1 yrJdei li: .18 I ICn„) Pdr•I �nrh strp N. lil3 co4a•nea CD r u . ., slion!d I'd aP n m4lal erg rtJ°! `' EAoe<d.in dge N.if,l [,Nix t '� , �m 10 Valley Com'stvut;tlon—Closed Cut ! i Valley CbriWpctlnn;-Open Ir Q starter: guise First Course -•c„�..,� =W VI N All I' ds shbv;n. - start Bird clintinua VIIII lull soillgles laid flush wfbl the sort0 course,; Shinglas niPv be - „yl,v^ a„,,;„M;a, _ a ',... li; `""— - cAw,.mlm, - - ' Z ' (n PP Y - • n U4.g,nAn laid I(oln Ief! In r191ii or rig Tll lu IefS. �O,IVD,i-la e111f1(dlLs strai'lil uy the. rnbi slot a,ltris - i"yy, „u ryp, �:da r."ryu ,,,, 1 i @I 'r.l e:'.r;d :, .. ,.. .9 .y •: 4 ::.. .. d e WA .. .. auxrd,.nna, ...!r a m At Yr� "li rocadura can Mild an ntcolleCtcold, blend on the roof ns mar dAmaod the shhlglas, rmrAl - "I' Idy in dJhAr HUechM n,•la l: ,,nai>, P Mkt MaF(Rd nmi -�— '.g e4yI _ U - X 11 n z,e tar s 5""a'°tio zlAai y `,a r Nvz A, a U ,,;,a+" _ e t tL'+ fur Titgirn*1. i Itnmwn c i. }.:i N-- �. pry 1y Non-Gllrorf pp l _ .+ t•,--'j-^ k�xdt °r e.eWK 9" 11 s Is IN t, t� ua1p10Ap ESpa �' .jt` U+o PA^nf Frkd^u lha•]i1� 'x 1 dvger, hll. I4 e.. £ k- 9� prl 1,,..: ry+ht. LL ylLL .' II �, bdP ,leak, Sn't9 AT r t. .I.: .`7 5 f-J; P.•i: :En�n.4, So klvA•^wm . • cony r1vAn : ( �- �_.�.J.._.,.,-dM14r::{4,'n. Yrr b �, T — U FCr-:V PInrP fnitaA. G 4'i gist C to sFl ql E ltn nm, -_t _-!d ! M. e ivayw i4 .r t 16 VrieylP w`4 tr -- - IEArldn g''rinznvnl .rd.h 5 �.� I rwdl d l i - C� - .h y F�L t�xm� mpn.Aa i+ I I pia Ea FI e. ,111 by 4.4 mm,e - 1,gIh; _ .. rl upp.2A:^' ,92mm ''y N rl- ri'nphl .. r s.a A mdii, ,�;„!. m �!t`.m „.lh, tr:M'T,a A_ Preceutloe el's Notes, I R gg Tln, b?rIIns; Se lit-sliingle.1 Bra f - erplass; sdq-geat)"IQ asphalt shingles. Because o1 the nat ral If old Whalt gldngles Al:h to r9n!alrl In placa, nod doilli of id 71way.3ll kioru, Cn{1yd or gltnd a(Iln• - - - sitar§'afarietlod of the got nqullly Yin ter eling hIl irlill shed, theta stilrldles vdlf bit still In an111 'pafail, repiacA v,ith new{ arM EIust before "tiff the rim rnoilnil7 symep thq at rfu4q'p bhod 61 all weather Ilexl,la In trot triintfier; getifis. Slrics Anv regule'k Is dtiiy AIM IIINVII IIM ndVr"shinglas;.lio sure tl16 tlhdedvin 5100IlS' r Cat hsa - I: ondrs "lido tl lia tie' ni hd nn P.d a nnr 5houltl attem I be made to 5e- orate Shingles by iovlde asnlddth rurlaCe: F.Uslendrs riiust:U'P. of 'utfjgerihlen h to. CnAiraCd. ilia vliiAd dd�ck nt Ir.S'sP, •- - $econtl Cou se B� Thl d d B n i 5 1 t,, d pp 9 F n P g „p S .6.� I l ,,} 1 : 1 mm r JJ 1 r r I+I "R .1 ' I I I sh n 1 s 'tiff �' nv r ri -' ' I aJ4 9 II du H. otl. fol ov otlier 'IJiiv I lsl I sod rx b . S Ar1 an cnnlinlJe sac n r � sh rxn. irlm 6' L.ZI nn Itr m.the end of the 'lilii 11: 2rgn m lain Ifin IfisC spindle in Ike-churea.tlinu m uunnd vrllh ul I P akin a ,deer other bond as .. ... .. ) n just r PN . ..t. hoe r udo I I 1 i. i n 'r1d n dhousese d . l .I ,i .o ) { ) _ C. 9 q.. .. .. lShingles U .v r.1F 2 H I sr 1 e 6 lee i In I n a' ' their ed as dams In hot n:. car h d I d � r �u" ""pill "I � e bin 'dkdl tu. evlde .. e I � P' end n c E Illy. ShI i Ies n east[ b rn I cod ,.other co l ed N at d le vzr wood d s n l 1 hen sra t ons h e t t I I 'I •'e i f ou set Ius Il Iheio� ' acrosb BI. Ind, I ca g 9h s.9 n p Pr s l hli la 11 se ci d Arid s Ib en c h i 6 t. a vpp .. d. g 1. .. 51116916, Ion I e s r s n Ie c t p n a o f of T r e t r s n' I '- a eave4 and r kee'and' - ereat h a cc le din su 1 ee I Is ificlude tutu tuck n d sh`� le, at I II i'� n I'< hsT. n p ab u l n q J it I.'! r.a Golinoannriu :Idt shl e_ g of the Ids cutouts. This results m , 5 i Z7n ni sine h 1 P� P A R. t )n "t 'i4 In' 4 �'n Is av°Iddtvond�.airl•s - I x � � d n is - I s ! s'tallln new evdorl sd stl s as needed Makd su dace t!udl I a d 1 a b e B, A I c os 1 ate, Is must he o Gla 5 A tv e. Sr A r C I ack level 1 all nlnenl :i'ith P ) A g c I I � "1 'r- � tl v 6�doulses to cr le .P. p Oss to ��o U lee a cf Rik line ahoL a er g p ,. a 1. t7 V 1 y g l 4: Slhrage. should be in a cil4erep, v,n111ated AAea-rrirUilindrn ,lbmpar9turA t lb'r (43'C.tsh)rn II -necessary. Install 430 dnderlaYment Yo n)alntabl Claas A rating.' A,aas; NOT@: $hl tgle may bs laid born either rn n 13I su' ace 1 lye- - a Afton oardA 1 are'to be double a aei+ea' - - - tail pr rlght hand side: Stan al ether take 1 d I .Ii . _ p W use Ighl epu, Il.,, I. pellets , .:.. .. SIIIII 'lee i15( be rDiectAd-Go Lt'Jealllar When sl fed at nt, tile. Do nnl store neat Stools - rrua. Ploalwi,ls sold rvhh,ah eC IsiS LIh11 iE0 WARRAIJrY only. A 6py 6l: thi LIMITEDWARRAM WIN I� 1 „.L,.. o. m A n. w....s .: j d v I I n halm fi r52nuu r p r I ri or. ar a_ qe nt 1 s g gist g ( ) ss, radiatd s, a c:,' hF In tool' Ht All role )roaucl must be staled on ends. e n s Add ¢Slh fins r odn M On the p cz lrJ.w appPr:lfrey be.ab ampJ Iron1.G6t hk led2IS endtpd, s q, hlnimed Iron, ,Aka. F. I .I •' - �:..� Pip 9 1 Wo-1.9a(:com. Airy dnvkiudn horn pnnlnd MSlruciMns ih;ill�n. the lespwslblrilyd apolpbFand/p specllki, - - - - 14; _ IMPORTANT: Repair leiks promptly Is aruld adverse efl6c s, lncluding rhold growth. $20t14 GAF Malerrile Corolla, On. ENBL1.SINUIONAL122e0a Td'A la,vylm nnrM ntil rm=.a - Fourth and Remaining Caursis �p 1,14) and Ridge Trinfd F' .4:i21tem lion, first chin le In lie. arse. then conk ue i iFfl,luh shin Ies ai:ross ' • Fiii'siil Is tarn,, a !rUcadim. use Nil anl.tid it sliilir leh' aritl 5) Iv its 1lolvn'T17 aNtance - tile fool; Filth end subsequent ciiumes is bet hill shingle Insbut:M6, t.¢:m Slob 1 e'ln ! e use GAF TINIKR-E � (uneln 1 le of II ill rT � : 1 I R vg 2011n- - N P 9 anP , rIc .,u 7.� (,F IM ... J,6Er Er. H1,3 vdpeCnle,s eal ft: b 1 mete ,,J.ci a double layer applicauon'pl Wiiversal Hip u Ridge, For Id6thi.= agplunilian,. - - - - stall with triple tllickuess of piPcgt Nip $ Ndoe shi.,iolus dPd C,614)iud isnplider r,loi 1 doublu thl I nays. Fa itnn in scone-naann& -I5 single application Almon. AI)ply lap"s iwa. iionl - - w fire,'allfnq wind direction, Add A11111111111111i Fny'h FCvax fi(20]r,ul crryslm: - - - ,+ a id;huP s W igo 9 ,rw.. TihieCFjrEr - - - •fAi/ad Cse rill: br WN h14' 4 Rft! rev... M 9- (?2.9m, d Npl'o' l2rmm! fi4Ae td kn d - NrA:Strtml[ , I, Sinn) rirn aipra n:,PnsrYtl IJ 1.5 9 - Irish Band,, end.. - 9Hnb as ' 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Prouerty Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2007 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2006 1507.2.7:1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O07 1507.2,7,1, R905.2.6.1 Wind Resistance TAS 107 1995 3. REFERENCES: Entily Examination Reference Date GAF (PDM 1915) Letter of Equivalency Seal -A -Ridge Impact Resistant IR 01/13/2012 PRI(TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004 PRI(TST 5878) ASTM D3462 GAF-080-02-01 05/25/2005 UL (TST 1740) ASTM D3462 93NK6295 11/29/1993 UL (TST 1740) ASTM D3462 99NK43835 01/12/2000 UL (TST 1740) TAS 107 94NK9632 03/29/2000 UL (TST 1740) ASTM D3462 01NK06632 02/02/2001 UL (TST 1740) ASTM D3161, TAS 107 01NK9226 05/21/2001 UL (TST 1740) ASTM D3161 OINK37122 12/18/2001 UL (TST 1740) ASTM D3462 OINK37122 12/19/2001 UL (TST 1740) ASTM D3161, TAS 107 02NK12980 04/10/2002 UL (TST 1740) ASTM D3161, TAS 107 02NK30871 09/09/2002 UL (TST 1740) ASTM D3161 03CA5367 03/11;2003 UL(TST 1740) ASTM D3462 03NK26444 10/17/2003 UL (TST 1740) ASTM D3462 04NK13850 06/07/2004 UL (TST 1740) ASTM D3161 04NK13850 06/23/2004 UL (TST 1740) ASTM D3161 04NK30546 03/10/2005 UL (TST 1740) ASTM D3462 04NK22009 05/06/2005 UL (TST 1740) ASTM D3161 04NK22009 05/09/2005 UL (TST 1740) ASTM D3462 OSNK27924 02/10/2006 UL (TST 1740) ASTM D3161 05NK27924 02/11/2006 UL(TST 1740) ASTM D3161, D3462 06CA18077 06/05/2006 UL (TST 1740) ASTM D3161, D3462 06CA18074 06/16/2006 UL (TST 1740) ASTM D3161, D3462 06CA35251 10/18/2006 UL (TST 1740) ASTM D3462 06CA31603 12/01/2006 UL (TST 1740) ASTM D3161, D3462 06CA41095 12/27/2006 UL (TST 1740) ASTM D3161 07NK05228 03/13/2007 UL (TST 1740) ASTM D3161 06CA31611 04/04/2007 UL (TST 1740) ASTM D3161 06CA61148 04/09/2007 UL (TST 1740) ASTM D3161, D3462 07CA31742 11/08/2007 UL (TST 1740) ASTM D3161, D7158, 03462 08CA06100 03/13/2008 UL (TST 1740) ASTM D3161, D3462 07CA55908 04/01/2008 UL (TST 1740) ASTM D3161, D3462 09CA10592 03/26/2009 UL(TST 1740) ASTM D3161, D3462 09CA06856 05/15/2009 UL (TST 1740) ASTM D3161, D7158,D3462 09NK06647 08/01/2009 UL (TST 1740) ASTM D3161, D7158,D3462 09CA27281 08/27/2009 UL (TST 1740) ASTM D3161, D7158,D3462 10CA35554 03/05/2010 UL (TST 1740) ASTM D3161, D7158,D3462 IOCA13686 05/15/2010 UL (TST 1740) ASTM D3462 10CA07264 05/27/2010 UL (TST 1740) ASTM D3462 IOCA11953 10/29/2010 UL (TST 1740) ASTM D3161, D7158,D3462 IONK11951 10/30/2010 UL (TST 1740) ASTM D3161, D7158,D3462 IONK12070 11/04/2010 UL (TST 1740) ASTM D3161, D7158,D3462 08CA06100 01/30/2010 UL (TST 1740) ASTM D3161, D7158,D3462 IOCA53934 03/31/2011 UL (TST 1740) ASTM D3161, D7158,D3462 IICA48924 10/22/2011 Exterior Research and Design, LLC. Evaluation Report 01506.01.08-118 Certificate of Authorization #9503 FL10124-R6 Revision 8: 02/06/2012 Page 2 of 4 UL (TST 1740) ASTM D3161, D7158, D3462 IICA47919 12/03/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48408 12/08/2011 UL(TST 1740) ASTM D3161, D7158, D3462 11CA48725 12/09/2011 UL (QUA 1743) Quality Control Inspection Report, File No. R21 05/17/2011 UL (QUA 1743) Quality Control R3915 Current 4. PRODUCT DESCRIPTION: 4.1 Marquis WeatherMax, Royal Sovereign and Sentinel are a fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Camelot, Camelot II / Camelot 30, Capstone, Country Mansion, Country Mansion II, Grand Canyon, Grand Sequoia, Grand Slate, Grand Slate II, Monaco, Timberline American Harvest, Timberline ArmorShield II, Timberline Natural Shadow, Timberline Natural Shadow Arctic White, Timberline HD / Timberline Prestique 30, Timberline Prestique 40 / Timberline Cool Series, Timberline Ultra HD / Timberline Prestique Lifetime, Timberline Majestic / Timberline Majestic 30 and Woodland are fiberglass reinforced, laminated asphalt roof shingles. 4.3 Slateline is a fiberglass reinforced, 5-tab asphalt roof shingle. 4.4 Seal -A -Ridge, Seal -A -Ridge Armorshield, Seal -A -Ridge Impact Resistant IR, Ridglass 8, Ridglass 10, Ridglass 12 and Timbertex Hip and Ridge are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.5 ProStart Starter Strip Shingles and WeatherBlocker Starter Strip Shingles are a starter strips for asphalt roof shingles. 5. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ. 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 Wind Classification: 5.3.1 All GAF shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to Vasd = 150 mph (V„ It = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.3.2 All GAF hip & ridge shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for us in all wind zones up to Va,d = 150 mph (V It = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.3.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 9N-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 9N-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3, 6.2 Starter Shingles: Exterior Research and Design, LLC. Evaluation Report 01506,01.08-R8 Certificate of Authorization #9503 FL10124-R6 Revision 8: 02/0612012 Page 3 of 4 FM 6.2.1 Installation of ProStart Starter Strip Shirtgtes and WeatherBlocker Starter Strip Shingles shall comply with the manufacturer's current published instructions. 6.3 Asphalt Shingles; 6.3.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nafits per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: ➢ Camelot, Camelot II / Camelot 301, Grand Slate II, Country Mansion II, Monaco and Woodland require minimum five (5) fasteners per shingle 6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are r#ot permitted. 6.3.3 Where the roof slope exceeds 21 units; vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. q 6.4 Hip & Ridge Shingles; 6.4.1 Installation of Ridglass 8, Ridglass 10 and Ridglass 12 asphalt shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails per side [total of four (4) nails per shingle] and asphalt roofiing cement. 6.4.2 Installation of Seal -A -Ridge, Seal -A -Ridge Armorshield and Seal -A -Ridge Impact Resistant IR asphalt shingles shall comply With the ,,Manufacturer's current published instructions with a minimum two (2) nails per shingle. 6.4.3 Installation of Timbertex Hip and Ridge asphalt shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails per shingle and beads of Sonneborn NP1 Gun Grade Polyurethanle .Sealant, Henkel PL Roofing and Flashing Sealant or TopCoat FlexSeal Adhesive. 6.4.4 Fasteners shall be in accordance with the manufacturer's published requirements, but not less - than FBC 1507.2.6 or R905.2.5. Staples are not permitted, 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Ageriecy noted herein. ._ 7.2 Asphalt shingle wrappers shall indicate compliance With one of the required classifications detailed In FBC Table 1507.2.7.1 / R905.2.6.1. now, S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to property evaluate the - installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on wihich plants produce products covered by Florida Rule - 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: Underwriters Laboratories QUA1743; (847) 664-3281 L& - END OF EVALUJA,TION REPORT - Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R8 Certificate ofAuthorization #9503 FL10124-116 " Revision 8: 02/06/2012 Page 4 of 4 1 ■ EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W7 - W9 PC P - 443- Produ ct Code (M AN F u taring ) � wi doors with Man fac ABLE- 7: Drawings s for T q --- r PSF des' load) 4 -5z (design l d + 6 6 ' x 16 0 C ) v max. door size 16 2 / 9 104067-Re 2, , 104121-RevOl max. door size 9'0" x 16'0" +50/-58 PsF (design load) TABLE 8• Drawing for doors with Manufacturing Product Code (MPC) DSIE-1F471�,' 104038-RevO2, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load) TABLE 9• Drawings for doors with Manufacturing Product Code (MPC) DSIU-1F171: 104185-RevOl, max. door size 9'0" x 16'0", +48/--50 PsF (design load) 104280-RevOl, max. door size 16'2" x 16'0", +46.6/-52 Psi= (design load) 104281-RevOl, max. door size 18'2" x 16'0", +46/-50 PSF (design load) TABLE .10: Drawings for doors with Ma ufacturina Product Code MPC DSIU-11<479: 104277-RevO2, max. door size 9 0 x 16 0', +54 -6OPSF (design load) 104278�-RevO2, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load) TABLE 11: Drawings for doors with Manufacturing Product Code (MPC) C-DSIU-1F447: 104112-RevOO, max: door size 16'2" x 18'0", +50/-56 PSF (design load) TABLE 12• Drawings for doors with Manufacturing Product Code (MPC) C-DSIU-1 D447; 104245-Rev01, max. door size 12'2" x 18'0T1 +52/-58 PSF (design load) Test Reports: ATL 0428.01-09; ATL 1112,01-96, 0808.01-06, 0305.01-08; HETI 95-494, 95-496, ATL 0808,01-06; ATL 0924,02-02; ATL 0823.01-06; HETI 94-252, 94-254, ATL 0808.01-06; ATL 0827.01-04; ATL 1008,01-07; ATL 0606,01-05; ATL 0107.01-09; HETI 02-1267, 02-1268, ATL 1018.01-04; ATL 1018.01-04; ATL 0415,01-08; ATL 0331.01-08; ATL 1106.01-07; ATL-0128.01-08; ATL 0327.01-08; HETI 03-1358, 03-1359; ATL 0610.01-08; ATL 1202,01-08, ATL 1210.01-08; ATL-0609.01-09; ATL 0415,01-08; HETI 03-1358, 03-1359; ATL 0606,01-•05; ATL 1106.01-07; ATL 051.2.01-09; ATL 0127.01-09, Product Description for doors with MPC PAN-2F153: These doors consist of 2" thick steel pan sections with min. 25 ga. (0,019") skins. The steel skin Is at least G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact -Resistant Glazing in either- the top section or the next -to -the -top section. Optional Impact -Resistant Glazing is a one-piece injection -molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 73, 75, 6RST, 42, 42B, 84A, 94, 98, 4RST, 4F, 48, 48B, 1500, 190, 55, 55S. Product Description for doors with MPC PAN-2-F143: These doors consist of 2" thick steel pan sections with min. 24 ga. (0,0239") Skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact -Resistant Glazing in either the top section or the next -to -the -top section. Optional Impact -Resistant Glazing is a one-piece injection -molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 84A, 94, 98, 4RST, 4F, 48, 48B. PACE 2 or 5 EVALUATION REPORT- FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W7 - w9 Product Description for doors with MPC DSIE-1F171: These doors o c nsist of 2" double -skin' insulated sections with an EPS core laminated t d to both skins. Both inner and outer skins are min. 27 ga. (0,016") G40 DDS per ASTM A653, The maximum section height is 21", The following models are at least Structurally equivalent to the tested door: 4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, 68G, 6200, 6201, 6203, SP200, SF200, SE200, Product Description for doors with MPC DSlEO-1M479: These doors consist of a base 2" double -skin insulated section with an EPS core laminated to both skins. Decorative overlays are attached to the exterior skin, adding not more than 5/8" to the total thickness. Both inner and outer skins are min, 27 ga. (0.016") G40 CS Type B per ASTM A653, The maximum section height is 24". The following models are at least structurally equivalent to the tested door: CGnn, CPnn, HPnn, CXnn, SXnn, AGnn. Note that'nn' represents the arrangement of the decorative' overlays, The first digit will have a value from 1 to 3 and the second digit will have a value from i to 5. Product Description for doors with MPC C-DSIE-1F44 These doors consist of 2" thick steel pan sections with min. 24 ga. (0,019") exterior and 27 ga, (0,016") interior skins. The. steel skin is at least G40 CS-B per ASTM A653. The maximum section height is 24". The following models are at least ,structurally equivalent to the tested door: 3200, 3220, 240. Product Description for doors with MPC (_PAN-1E44n;. These doors consist of 2" thick steel pan doors with mir1. 24 ga. 10.022") outer skins. The steel skin is at least G40 CS-B per ASTM A653, 'The maximum section height is 24". The following models are at least structurally equivalent to the tested door: 524, 5.20, 224, C4ST, COST. Product Description for doors with MPC PAN 2F443: These doors consist of 2" thick steel pan doors with min, 24 ga, (C.022") outer skins. The steel skin is at least C-40 DDS per ASTM A653. The maximum section height; is 24". The following models are at least structurally equivalent to the tested door: G4S, GS4, GD4S, GR4S, E4S, ED4S, SS4, AR4S, Product Description for doors with MPC DSIE-1F471: These doors consist of 2" double -skin insulated sections with an EPS core laminated to both skins. Both inner and outer skins are min. 27 ga, (0.016") G40 DDS per ASTM A653, The maximum section height is 2.4", The following models are. at least structurally equivalent to the tested door: GD2SP, GR2SP, GD2LP, GR2'-I", AR2SP, AR2LP, ED2SP, ED2LP. Product Description for doors with MPC_ PAN-ZF151: These doors consist of 2" thick steel pan doors with min. 25 ga. (0.019") outer skins. The steel skin is at least G40 DDS per ASTM A653, The maximum section height is 21". The following models are at least structurally equivalent to the tested door: 76. PAGE 3OF5 FILE: CBPIZ111215-A-Doc 8585 Duke Boulevard Mason. Ohio 45040-3101 USA BUILDING PRODUCTS (513) 770-4800 • Fax (513) 770-35 December 15, 2011 Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W7 through W9 I have evaluated the wind load door designs as shown on the drawings listed below, I have reviewed the test reports, which were generated by accredited independent laboratories as required by 9N-3.005(4), the engineering rational analysis, and the product drawings. The test reports are listed below. Testing was conducted by American Test Lab North Carolina and Hurricane Engineering and Testing Inc, For the doors listed in the Tables below, Static Pressure Tests were conducted in accordance with TAS 202, ASTM-E330 and ANSI/DASMA 108. Missile Impact and Cyclic Pressure Tests were conducted in accordance with TAS 201 and TAS 203 and ANSI/DASMA. 115. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests. I have concluded that the door designs listed below in the Tables below are in compliance with the High Velocity Hurricane Zone test requirements of the 2010 Florida Building Code Sections 1715.5.3.1, 1625 and 1626 and therefore are qualified as impact -resistant assemblies. TABLE 1' Drawings for doors with Manufacturing Product Code (M IQ PAN-2F153: 101702-Revl1, max. door size 9'0" x 16'0", +42/-48 PSF (design load) 101309-Rev15, rnax, door size 16'2" x 16'0", +42/-48 PSF (design load) 101296-Revl4, max. door size 9'0" x 16'0", +46/-50 PSF (design load) TABLE 2; Drawings for doors with Manufacturing Product Code (MPG), PAN-2F143: 102621-RevO7, max. door size 18'2" x 16'0", +42/-46 PSF (design load) 103287-RevO4, max. door size 9'0" x 16'0", +54/-62 PSF (design load) 103547-RevO5, max. door size 9'0" x 16'0", +48/-54 PSF (design load) 101300-Rev16, max. door size 16'2" x 111 +46.6/-52 PSF (desiqn load) 101706-Revl3, max. door size 910" x 16'0", A-621-72 PSF (design -load) TABLE 3: Drawin s for doors with Manuf_acturin Product Code (MPC) DSIE-1F171: 101703-Rev11, max. oor size 9'0" x 16'0 +48/-60 PSF (design load) 101488-Revl3, max. door size 16'2" x 16'0", +46.6/-52 PS (design load) 103028-RevO8, max. door size 18'2" x 16'0", +46/-50 PSF (design load) TABLE 4• Drawings for doors with Manufacturinq Product Code (MPC-DSIEO-1M479: 103436-Rev02, max. door size 9`0" x 16'0', +48/-60 PSF (design load) 103560-RevO4, max, door size 16'2" x 16'0", +46.6/-52 PSF (design load) TABLE 5: Drawings for doors with Manufacturing Product Code MPC C-DSIE-iF447; 101705-RevOB, max. door size 12'2" x 18'0"1 +52/-58 PSF (design load) TABLE 6: Drawings for doors with Manufacturinq Product Code (MPC) C-PAN-lE448: 102645 RevO7, max. door size 12'2" x 1810", +50/-56 PSF (design load) 103288-RevO3, max. door size 14'2" x 18'0", +50/-56 PSF (design load) PAGE 1 OF 5 FILE: CBPC-111215-A,DOC FILE: CBPC__111215-A.DOC EVALUATION REPORT FOR CLOPAY BUILDING PRODUCiS COMPANY SECTIONAL GARAGE DOORS, W7 - W9 Product Description for doors with MPC DSIU-1F171: These doors consist of 2" double -skin insulated sections with polyurethane Insulation foamed in place between both skins, Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact -Resistant Glazing in either the top section or the next - to -the -top section. Optional Impact -Resistant Glazing is a one-piece injection -molded front frame and glazing. The following models are at least structurally equivalent to the tested door: HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203, 9200, 9201, 9203. Product Description for doors with MPC DSIUO-1K479; These doors consist of a base 2" double -skin insulated section with polyurethane insulation foamed in place between both skins. Decorative overlays and optional cladding are attached to the exterior skin, adding not more than 1" to the total thickness. Both inner and outer skins are min, 27 ga. (0.016") G40 CS Type B per ASTM A653, The maximum section height is 24". The following models are at least structurally equivalent to the tested door: CAN2nn, CAN2nn-N, BRK2nn, BRK2nn-N. Note that'nn' represents the arrangement of the decorative overlays. The first digit will have a value from 1 to 3 and the second digit will have a value from 1 to 8. Product Description for doors with MPC CDSIE-1F447: These doors consist of 2" double -skin insulated sections with an EPS core Iamin,:Ited to both rain. 24 ga, (0.019") exterior and 27 ga. (0.016") interior skins, The steel skins are at least G40 CS-B per ASTM A653. The maximum section height is 24", The following models are at least structurally equivalent to the tested door: 3200, 3205, 3220, 240, 240G, Product Description for doors with MPC C-DSIU-1F447: These doors consist of a base 2" double -skin insulated section with polyurethane insulation foamed in place between both skins, Both inner, and outer skins are min. 27 ga. (0.016") G40 CS Type B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: 3720, C7X20, 240U, 3722, COX22, Prod uct_Des_ criution for doors with MPC C-DSIU-1D447: These doors consist of a base 1-3/4" (min.) double -skin insulated section with polyurethane insulation foamed in place between both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 CS Type B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: 3717, C7X17, 3718, C7X18, 3720, C7X20, 240U, 3722, COX22, Limitations: The drawing(s) cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details and relies on the illustrations and text of these drawings as well. Jambs; lintels, sills or other structural elements required to prepare openings are not covered, The design of the supporting structural elements shall be the responsibility of the professional of record for the building or structure and in PAGE 4 OF 5 - FILE: CBPC_111215-A.DOC EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W7 -- W9 accordance with current building codes for the loads listed on the drawing(s) referenced above, Installation requirements per 9N-3,005 (4)(e), includingattachments, Tlents, are detailed on the drawing(s) listed above. Installation must be in accordance with manufacturer's installation instructions and must be as shown on the drawing(s) listed above, The manufacturer's licensed design professional listed on the drawing(s) has reviewed the attachment details and installation requirements. I Signature;,,, ,, ` t'/.' m Sct;tt,`HainlltOn, P'. F Florida P E. Nrt2 63286 Date; PAGE 5 OF 5 FILE; CBPC_111215-A.Doc .LS 24 GA 25 GA ONE ROW OF IMPACT-FEWA T GLAZING IN mmEg Top sang( (sF(OMN) OR NEXT-T6dECOGN NE -TOP s(NOT sN0'NNI RAY 98 9 73, 77,5 ONE INTERMEDIATE STILE BETWEEN EACH MAX III SIZE B 18-1 x II*. AL •o' REV DATE DESCRIPTION EMBOSS LOCATION.: SOT) W/ - CLA3lG B E(JEGOON,MGE IPMN sLxxN32T, AH AfYRO•Fn cc2 - 12 11/30/07 COMBINED CLOW, HOLMES; AND IDEAL M/N, HOLMES NOW IN 12' L 4F, 4RST 6RST TOG-L-Loc (TOP s BOT) AND uREmANE ALASrIo H A�bRa•NCE �( �/� 2l00. ADHESIVE (ALONG CENTER). SEE TABLE 2 >WEP"O" ,1--e'O'L ASRO'R'X OETAlB'. 13 07 TES 4g, 48B 42, 42B FOR DETAILS. SPOOK FASTENER REaN RATS SECTION B-B - /07/08 ADDED IMR4C"i RESISTANT LITE OPTION; ,INCREASED MAX. HEIGHT, FOR OoOaR w,N O°RRnu 1pP'^ OPTIONAL IMPACT RESISTANT GLAZING 14 OB/14/08 ADDED M/N 42B AND 48B. SHORT PANEL �T�S"= FOR THESE (2) t8 G4 PANTED END STILES ATTACHED TO DOOR leer ONs FGR CENTER s11W ON SKIN WITH PATENTED TOG-L-LAC SYSTEM ONE Row OF IMPACT -RESISTANT (LAZING IN EITHER Top SEcnoN 15 10/24/11 REVISED STRUCTURAL NOTES FOR WALL UPDATED WINDSPEFAS. FOR SN. SEE SIDE VIEW A -A (TOP, BOTTOM & CENTER). (SHOWN) 98 NEXT -TO -THE -TOP SEC" (NOT SHOWN). 18 GA GALV. DOUBLE END STILES SNAP LATCH ENGAGES MAX. GLAZING SIZE IS lg-g/' X 111. ATTACim TO TOP AND BOTTOM RAIL ONTO VERTICAL TRACK. GLAZING IS INJECTION MdLD� GE LDCAN SLX243ZT, AN APPROVED /14x5/B' SHEET METAL SCREWS WITH PATENTED TOG-L-LOC SYSTEM. ONE SNAP LATCH ON-7 CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 2608. ,i EACH SIDE OF DOOR. SEE SECTION B-B FOR ASSEMBLY C68 2' THICK -1 G - INTER. STILE DETAIL 'D' VIEW C' OUTSIDE KEYED*INSIDE END A..O.YA oaoWu.K wunwnt ,sN •Po 1 ,@ C _ G HANDLESTILE ""°�' wGa: Nwc wo 1/4 x3/4' SELF' oPMNx osawNe pan TAPP11111 O SCREWS. HANDLE;4t4 ENO HINGES d.G:& INTERMEDIATE LOCI( POSITION (BOSH SIDES) TWO oUTSTpE KEYEp1 M.It VOEN6 •B• h" q POINT LOOKINGOOM HAS BEEN TESTED 0.188 aS S PER REOUiRI]AENT9 OF SECDON 121 of TAS 202, LI)CI(S HAVE 12 G4 GALV. STE:Ei!. TOP Ro BRAC[ATTA.1,1 . ABN. ENGAGEMENT. DOOR mm„ „ N" ,�,�y m ,W,� EACH BRACKET A'E6iASCHED WC�14x5 P BOTH � �' FORCED ENTRY WIN END aIII (,y N , ,,,s- SHEET METAL SCFiIE'tlNZ. A0.1 S S µ0 INTER. '�� R"� °"a'°' TO TOP BRACKET 'WITH (2) 1/t/2' ,AN8�- b ASIDE SLIDE LOCK OPTIONS ySnLE NUTB PER BRACKET - DETAILS). m -- --- (SEEAYOUT OF EACH I= FOR- - ( OUTSIDE 2) LHR TOP BRACKETS USED AS IDLE SHIP LAP JOINT'S, -----'- A OPTIONAL OUTSIDE KEYED LOCK POSITION N MAX. DOOR WIDTH - 16'-2" I NER BOTTOM BRACKET. OPTIONAL VENTS INSIDE n/ATIONc MODELS WITH 3- TRACK USE (1) LACK BAR - 3-IN ROLLER CARRIER PER SIDE ENGAGES IN END SLIDE BOLT OUTSIDE KEYFO Inry TRACK ON STILE LOCK ENGAGES `` - 6 TNl C-CHANNEL TABLE 1 LOCK BAR I xIN. EACH SIDE INTO VERTICAL- 14 GA GALV: ROLLER HINGE 18 GA GALV. STEEL IRA INSTALLER RETAIL MODEL MODEL DESORIP'IION g 48 48BWo BB 4F - WOODGRNN TEXTURE, FLUSH PLANTED STILES 24 GA. 73 BRST 75 42 428 WOODGRAIN TEXTURE RALSED PANg. GALV, STILES 25 GA. 20 JAMB TO 3UEPORTING SIB.UCTUgE ATTAr`H MEN (NOT TGT PF I.CF„ Fno DOOR HEIGHT NUMBER OF SECTIONS* N 4 78 TO 89 5 8 fog TO 3 B 43 1601 10 M 21- HIGH MAXIMUM MIN. No. OF ON CENTER FASTENERS DISTANCE 1" O.D. BUILDING TYPE FASTENER TYPE - PER VERTICAL BETWEEN WASHERS JAMB FASTENERS REQUIRED? 2000 PSI MIN. CONCRETE 1 4" x 1-3 4 MIN. EMBED T CON CONCRETE ANCHOR 10 B-1 4 YES I X - OF DOOR. CK. ONE EACH HINGE FASTENED TO END LOCK ON STILES W/(•J 11144/8 SHEET METAL TABLE 2 EACH SIDE AND (2) 1/+'a/4' SELF TAPPING F a' > a• 1 Me =-WWWWWWi=050 - NOTES•. 1) ALL THE WAD FROM THE DOOR IS TRANSFERRED TO THE TRACT( AND THEN FROM THE TRACK TO THE 2.8 VERTICAL JAMBS (GRADE 2 OR BETTER YELLOW PINE). NO LOAD FROM THE DOOR IS TRANSFERRED TD THE HORIZONTAL (TOP) JAMB. ) 3) ALL JAMB FASTENEAW VERTICAL ERS DESIGN ERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK To PRONOE A FLUSH MOUNTING SURFACE. WOOD FRAME BUILDINGS HORIZONTAL .IAMB 2x6 WOOD JAMB SHALL BE ANCHORED TO STRUCTURAL WOOD FRAME ELEMENTS. STRUCTURAL WOOD FRAME (NO LOAD FROM DOOR) ELEMENTS TO BE DESIGNED BY BUILDING PROFESSIONAL OF RECORD. BLOCK WALL OR CONCRETE 2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY BUILDING PROFESSIONAL OF RECORD. FASTENER JAMB PREPA?ATION N0� THE METHOD OF ATTACHMENT TO THE SUPPORTING STRUCTURE OF THE PRESSURE TREATED 2x8 WOOD TYPE JAMBS SHALL BE AS NOTED ABOVE OR APPROVED BY AN APPROPRIATE DESIGN PROFESSIONAL AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. PREPARATION MIN. No. OF FASTENERS PER OF JAMBS BY OTHERS. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE VERTICAL JAMB RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN CODES FOR T ACCORDANCE WITH CURRENT BUILDING HE LOADS LISTED ON THIS DRAWING. MAX. O.C. 24 VERTICAL JAMB ALL MOUNTING OF TRACK, ANGLES, HORIZONTAL TRACK SUPPORTS, AND ALL OTHER DOOR HARDWARE TO BE INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS SUPPLIED WITH DOOR SYSTEM UNLESS OTHERWISE NOTED. OF DOOR. (SEE VIEW -Er> SCREWS. ?NCI c ID B T LOCK OPTION ONE 8' TALL D--CHANNEL PER DOOR SECTION. SElF' TAPPING SCREW PER STILE LOCATION. �S[_E VIEW D") - 25 GA MIN G-90 (OR EQUIVALENT) -� 1-1/4" WIDE x 14 GA GAIV. STRAP• (7) PER DOOR SECTION.OPTIONAL. EXTERIOR STEEL SKIN WITH BAKED-ON(8) STRAPS ON 2ND -- PRIMER AND A BAITED -ON POLYESTER (LOOK) SECRQNI. 1 INSIDE ELEVATION). EACH STRAP ATTACHED WITH (3) 1/4'x3/4' SELF TAPpINO SCREdI� rnr0 SCREWS TO DOOR, ONE S(y m TO '-CHANNEL). PLANTED TOP COAT APPLIED TO BOTH roE i REODII. `^I^� •OP Ar„RS pp„yyy ILPA_. RFcr51A W= FOR STRAPS AT SIDES OF STEEL SKIN. CENTER OF DDM� TOP AND BOTTOM SCREWS SHALL BE REPLACED BY 1/4-20x5/8 SMS AND THIS DOOR MEETS THE REQUIREMENTS OF THE FASTENED WITH: (".1) 1/4' NUT EACH, A. CLEARANCE HOLE (9/32• DNA) MAY BE DRILLED FOR LARGE MISSILE IMPACT AND CYCLIC TESTING. EA(7i F�L LISTED BELOW ACCORDING TO THE FLORIDA BUIU.NNO CODE OR THE INTERNATIONAL - 13 GA. DAL I STEEL BOTTw"'WA BRACKET. BUILDING CODE (BASED ON ASCE7-10) FOR THE FOLLOWING CoNDMCNS: 1) ATTACHED WITH (2) }14x SHEET METAL SCREWS. ENCLOSED BUILDING, 2) DOOR HAS 2' OF WIDTH IN BUILDING'S END ZONE, 3) ANY ALUMINUM EXTRUSION k VIRTU WEATHERSTRIP. ROOF SLOPE, AND 4) TESTING IN ACCORDANCE WITH ANSI/DASMA 108 AND - AN 115, SITE -SPECIFIC CALCULATIONS BY A QUADFIED DEMAYSIGN SECTION A -A (cIDE NEWT ULTIMATE WIND 210 190 ]15 170 160SPEED 04PF1)- - - EXPOSURE LEVEL H C C g D MEAN � HEIGHT MY 15, 30' 1" �, LHR TOP BRACKET ATTACHED. WITH (2) 1/4"z3/4' SELF TAPPING SCREWS TRACK CONFl ATION• DOORS ,P TO UiR TOP BRACKET TRACK CONFIGURATION, DOORS P TO 1610, HIGH OAK HORIZONTAL TRACK CONFIGURATION A80VE TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT HORIZONTAL TRACK SUPPORT BY THE DOOR OPENING Dh� NOT AFFECT THE WINO LOAD RATING. AFFECT THE WIND LOAPJ`. yaATING. DOOR INSTALLER (TQ SUIT) DO IB F A .K CENTER HANG REQUIRED FOR DOOR COUNTERBALANCE SYSTEM LOW HEADROOM OPT, COOTS OVER 8' HIGH OPTIONAL 13 GA GALV. STEEL FLAG BRACKET ,,Iyyy OR 12 GA GALV. STEEL CONTINUOUS 3' GLALV. TMFioIED STEEL TRACK AND ANOLF, ` 1-5/8' x 2-3/8' M2GLE TRACK THCKNFJ"°9C .101". ANGLE THICKNESS:.080' HORIZONTAL TRACK p VERtI F Oidc."91VTAL TRACK INSTALLER BY DOOR X 9" JUNCTION. OR" '"T BOL75 14' MAXIMUM SPACING N� �m MACK CONFIGURATION t NUTS FOR �s'21 TRACK - - M TM LAST TRACK jTINCTO 110N _ DOOR - Pi TRACK GALV. STEEL TRACK, H ADDITIONAL MF&TiRTI1NG SLOTS W1 $ TRACK THICKNESS: ,083' SPACED AT 1:2"' CENTERS.12" �ON CENTER� TYP. 2-1/2'x12 GA. GALV. z STEEL TRACK BRACKETS OR CUPS. _ DISTANCE BETWEEN BRACKETS/CUPS NOT TO EXCEED 14' O.C. J4• NE. X' Twv:�•x G BOLT AND 'LfE2G AT x DOORS UP TO rD" HIGH HAVE [(B) TRACK BRACKETS AND EACH MOUNT tRNG (1) FLAG BRACKET) OR [(7) CUPS? SLAT LDC Ar',11i:'M!9, 1' DOOR OVERLAP (EACH SIDE) i-^ STOP MOULDING BY L100R INSTALLER m DOORS 7'3- TO 8'0' HIGH HAVE [ 7) TRACK BRACKETS AND WOOD16 G4. GALV. STEEL END STILE SUED JAMB CONFIGURATION (i) BRACKET] RAG OR [(8) �� ONE 5/16' x 1-5/8' LAO SCREW SPACED AT THE SAME 2x8 REPA JAMB 18 GA GALV. STEEL DOUBLE END SnLE 10. DISIANCES AS THE TRACK BOLTS (LE 3-1/2', 10", 22', SEE 'JAMB PREPARATION NOTE" ABOVE 34. 48', ETC.). ADDITIONAL LAG SCREWS LOCATED AT 18", 20 GA GALY. STEEL INTER. STILE - 3-1/2- 28", E, 40" FROM BOTTOM. ALSO TWO LARK SCREWS LOCATED OPTIONAL 12 GA GALV. STEEL - CONTINUOUS ANGLE FASTENED TO WOOD OPTIONAL 12 GA GALV. STEEL TRACK ABOVE VERTICM/HORIZONTAL TRACK JUNCTION. - .. JAMB WITH 5/18'xi-5/8' LAG SCREWS - BRACKET'S FASTENED TD WOOD JAMB DESIGN ENGINEER: NOT TO EXCEED 14' 6.0, CONTINUOUS WITH 5/18"x1-6/8' LAG SCREWS ANGLE MAY BE NOTCHED OUT FOR JAMB / NOT TO IXCEIU 14' O.C. MARK W. WESTERFIELD, P.E DEa11GN LOADS: +42.0 P.S.F, & -48.0 P.S.F. TO STRUCTURE ATTACHMENT POINTS. 7/18' I.D. ROUND PUSH NUT L OOIRi LOCK NUT FASTENER FL P.E � 48495, NC P.E. TEST LOADS: +63.0 P.S.F. & -72.0 P.S.F. (PUSH NUT SHOWN). 7 PUSH I.D. ROUND 2' GA. STEEL TRACK FASTENED ET #23832, TX P.E /91513 2" GALV. STEEL TRACK FASTENED NUT OR LOOK 12 GA. GALV. STEEL TRACK BRACKETS. TO 12 GA. GALV. STEEL TRACT( CUPS. 14 GA. GALV STEEL ROLLER 1 GELS NUT FASTENER TRACK ATTACHED TO EACH BRACKET - TRACK ATTACHED TO EACH CUP FASTENED TU END STILES W 4 EACH (LOOK NUT SHOWN), _WITH ONE i/4'x5/8' BOLT de NUT' CIO CLOPAY BUILDING PRODUCTS COMPANY MPG PAN-2F153 - aaAY V,ImIIN RATiNG Mwx DOOR SIZE, wITH QNE 1/4'xs/B• BOLT § NUi. 14x5 8' SHEET METAL scFi AND oR TWO 1/4• oA RIVErs.8585 DUKE BLVD. W% 16'2"W x 16'0"H 18 GA G To STEEL CENTER HNGE p y MASON, OH 45040 DATE' 1 1/21 4 DESCRiPTTIHA EACH TRACK CLIP ATTACHED TO t2) 1//4' SELF TAPPING SCREWS PER END HINGE. FASTEN Q TO INTER. STILTS W 4) CONTINUOUS ANGLE WITH 2' DA LONG STEM STEEL ROLLER WITH STEEL OR NYLON TIRE 014XS 8 SHEET METAL SCREV/S. (2) 1/4' DLl RIVETS PER CUP. RpILER SNALL HAVE STEM THREADED FoR USE WITH 7/18- NUT OR (513) 770-4800 . Building ProductsDRAWN BY. 2-IN PAN +42 -46 16-2 X 16-0 SHALL HAVE A STEM SMOOTH FD R USE WITH A 7/18' PUSHNUI'U', C 0 r11 Q rt Clopoy Co po of on NI Poghb RsAe ved. DRAWING NU"M FUM- Inn f D nR nlfn111 r�T n nnnnn� n r� �� , �� DIHL HY $ 101309 IBC m V -A N Z In U1 m ~ ❑ ❑ , 0 15 a- z. Oo Ul q �E (1J ( J -h Z - rD � In �.. W N M U. am U) w ❑ In W < ):- U0. P fty❑ MO WN m' u F N oU1 m J II( �. mL ,- 0 __ p I I II I1. � 1 . �,j : GENERAL NOTES: SERIES 670 NON -IMPACT SLIDING GLASS DOOR • 1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) - — - Gi - (1) LITE OF 3/118" TEMPERED GLASS. J C' ja G1A - (1) LITE OF 114" TEMPERED GLASS. 6. f. r J GZ -1" INSULATING GLASS: (1) LITE OF 3/16" TEMPERED GLASS + 518"AIR SPACE + (1) LITE OF 3l16" TEMPERED GLASS. G2A - 1" INSULATING GLASS: (i) LITE OF 1/4" TEMPERED GLASS+ 1/2" AIR SPACE + (i) L1TE OF 1/4" TEMPERED GLASS. 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.. -- ' B. POSITIVE DESIGN LOADS - I E GN L DS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 'rWITH 3. NC A HORAGE: THE 33 1 3° / h STRESS INCREASE CR HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS INCLUDING B LIMITED N N BUT NOT ITED TO STEEL SCREWS THAT COME INTO CONTACT OTHER DISSIMIL AR LAR MATERIALS SHALL E OF T MEET THE REQUIREMENTS HE FLORIDA BUILDING ODE FO R GC R NOA DRAWING ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 14. - P MAP 4. SHUTTERS ARE REQUIRED. SHEET 5. INSTALLATIONS SCREWS, WS FRAME AND P NE A L CORNERS TO BE SEALED S LE WITH NARROWJOINT SEALANT. J TNT GENERAL NOTES..' 8. REFERENCES: TEST REPORTS F - RT TL 6979 FTL-5894 T - F L 6002 FTL•6034 FTL 3 -60 5 DATED 0 7/09, 8/0 QUALIFIED CONF G. I I -0 .2 ELCO TEXTRO N NOA: 0 •0426.01 03-0 6.0 I 7 22 5, AN3 /AF&PA NDS-2006 FOR W000 CONSTRUCTION AND ADM-2006 ALUMINUM DESIGN MANUAL GLAZING DETAILS..... 5 .5 7,THIS PRODUCT HAS BEEN DESIGNED D GNED & TESTED TO COMPLY 7 CO Y WITH THE RE E FLORIDA BUILDING REQUIREMENTS OF THE LOR CODE INCLUDING THE HIGH . ANCHORAGE ..............: .4 61 1. VELOCITY HURRICANE ZONE (HVHZ). DESIGN PRESSURES 6-8 ' ....... 8. DOOR SIZES MUST BE VERIFIED 1 FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDAFLORIbA BUILDING CODE, AS APPLICABLE. ELEVATIONS 14-15 ..................... 9. CONFIGURATIONS: O RATIONS: EE T - S OP TABLES (SHEETS ( T 8.8) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2-4), CONFIGURATIONS.... 16 - ' .. D.L.O WIDTH a PANEL WIDTH - 7" - - - VERT. SECTIONS....... ,.17 D.L.O. HEIGHT PANEL HEIGHT - 8.25" HORIZ, SECTIONS...,..,. 18-19 . PARTS LIST , 20 . EXTRUSIONS .....21-22 NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS 12.14• . 1, FOR CONCRETE C TE APPLICATIONS IN MI -DADE COUNTY, USE ONLYAMI IA I-NTYAPPROVEDELCOI/ "O 6!18" UL7RAC0N )E - SCREWS OR 1/4" ELCO SS4 CRETE-FLEX SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. • ~ IN, 5). 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G1/4" ELCO S84 CRETE-FLEX MAYBE USED INSTEAD OF #12 SCREWS (PAN HEAD). 0%"vcr REVISED - 3. WOOD BUCKS DEPICTED AS ix ARE LESS THAN 1 V2" TWCK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT 15 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD 40 nee.Pbl•1 wiA Ill. "..fla - '- _ -, BUCK DE T S PIC ED AS 2x ARE 1 1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. swelift Cod' BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD, A Nip - Ns /1 / / •/ �7s 1. tplT./fw 4, FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063-T6 AND A MINIMUM OF 1/6" THHICK, THE ALUMINUM STRUCTURAL MEMBER SHALL , L BE OF Z A SIZE TO PROVIDE FULL !, RO SUPPORT T D R O THE DOOR F H RAMS SIMILAR TO THAT SHOWN IN THE DETAILS USING � WOOD ETA 2x BUCKS, THE ANCHORS ��"'"��M'� SHALL B H L E #12 SHEET E e METAL SCREWS S R W WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1-3, SHTS, 6-8, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 6. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 8400 PSI MIN„ (DONE BY - OTHERS) (MAX. 1/4" SHIM SPACE FOR GROUT) MU6T FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. I . F SUBSTRATE 16 WOO D. OD 30# FELTP PAPER OR MASTIC I M TI S REQUIRED BETWEEN H GROUT D WOOD THE AN 00 SUBSTRATE O R AS APPROVED BY THE 7. AUTHORITY HAVING JURISDICTION. ncn cow o ofa . n mum m m. •n n mum • ganq equ nm.np endI I J..F.- Corl..l. ten-OoldM u olted CMU nm nM Min. In.GIII. Mln.T emo UlVeeon tt•" 1 ale Z tt 1/1 2 1/2 1 el4 2 W elco Q.te{1e. $34 11q" 1 eM 2 1/2 1 1M Z 112 Flol Recanmmd•d - ..on . b.nOPta qulnm.nY Un9rou 1.d CMU N 8 C.o . ASIM C BW with emW nonbmdn0 . 9.0.d CMU .8.enau 2101.2.2A2.nd RNO d the FED. . I)en"Itlone: Emb.. Embedment do ere We e a • In Ed - Edpe Ix.lepca a , m \ , Mln.. MiMmlrm a In... M n, Ed `\\` �.( 4Y�N,M/<7�,/, . .12 o9d areal t �, „ ,2,,0 •�GENSF' •. R CONCRETE SCREWS STRENGTHS: EIc9 Crote{ px 9q 1 3/8" 1" �^ ��•. ' \ ,� Fy MIN, KSI UNLESS OTHIFA sE NOTED - No 65105 Fu MIN, - 177 IoSl * :' i a- w.w• - •1'•. �• 1 D 11 I II JJ. fawn R D Feo2olocoDElxwT - °""a'"` %-a '• OE 8-1 Z` 107078CNMOLOGYORIVE _ GENERAL NOTES AND MAP %"po`' F \oil • O BMC a7RIVf0 C PeRMWf0ADSG MMENre NOKOMIs, FL Sb27E /p. :, ',Cr' .,, LOR ..••��;: S L \ SERE U S aR - SERIES 670 ALUM. SGD - m osornd B NON -!MP 1 A \ PER MNMIOlIDE CMIM ACT �, ON EN78 P.0. S 1328 I 4X J + ! �/ , C.1.' N Rm I NOK n OM19 R 90a + 7 A. LYrlf� iAILLER, P.E. SMC Dd175lOT - — sa17B70 NTS PGT0001 D PES 68705 APPROVED CONFIGURATIONS: . SEE D.P. TABLE, SEE D.P. TABLE, SEE D.P. TABLE, SHTS.?-9 SHTS. 7-9 SHTS. 7-9 c o z _ r\4 ' _. i - r\ l -- i -�\� I I I 1 I , SEE i SEE i SEE I / $ P � TABLE lSri DP / / 'g i DP / / / dol / ��I TABLE /<ml TABLE / / Nl SHTS. / �� SHTS.. / / T ��gl SHTS. / / / �I-� I 7-9 ' � _i 7-9 0 m� I 7-9 �l m j m I 1 il "i"i xp xo, ox, xx, oxa, oxx, xxo, xxx, , SEE D.P. TABLE, XXp OXXp, XXXp '- I'll, Min. P+1odk lAtrohp 7.ntlon) P+k.k aundne Ad -PI., lAnohor Bh.er) Concrete Crovhd CMU Concrete roel•d CMU r1'W I S ! TA SH 7 DoP SHTS. 7-9 . , 7— I EE SS f / / t / , / I / / , S 1-9 , L� Concrete Strength Requirements Type I CIe. I to' Elao Ultraoon 114" 2761 1I tJ1E" 6p.I Elco Crefo•Ftex SS4 tfb" - 3380,nf 90°.CORNER .J``,r-----T D -�\ {W"lJGT FL'Y11iiB M «.PrM•1 xlfil IM pf.,*N. --r�,r--t I 1�" °�U7 IG.rt7.lb„ n.er y. 11. �I avac.'4 P > I T -4 1il // t /) // E 1 !;, 6 I X -----J f \r - \"r-- oxxo, xxxo, oxxx, xxxx, , ' CORNER TYP. xx POCKET TYP. xx , p � ' POCKET DOORS: ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL "S" OR "T" INSTALLATION. EXAMPLE: XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXP. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL, O SIGNIFIES INOPERABLE PANEL. R .\`\y \vN ... `', `: �\O. �GENSE :I - _ �: 50105 : N 0 I' �5� ' : 1 t:: �J,• lafUlf NO OJMm IrT.ivBHEEr TECHNOLOGY DRIVE NOKDMIS h234275 P.Q. BQX Yam 7 NOKOA F7.3(Z 1 fAR _ -�� _._ QUALIFIED CONFIGURATIONS - -13 " 5,ASc o?' . (3 /'• FLOR ' �/.`''' •.... •.. •• �/ ` ''/, ESSIONP\\`\ // ",\ A. Lrl•� tAILL�fI, P.E. P,EA 58705 sM0 &WIVA? I.10.10 C PER MIAMI 17AVECOMMENTB I.k SERIES 670 ALUM. SGD - NON -IMPACT - "SMC Owl/10 *"' B PERMWp OAOECOMMENTS - 8P' sMC mum"9 N: ..inb.d! sGDe7o s M NTr POT0001 0 . - SEE D.P. TABLE, S TA S 7 \,r ----- , J '.r-----j oxxxo, xxxxo, oxxxx, XXXXX, xxxxxp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 CFF n P TARL_E. S TA S 7 DBLE HTS. SHTS, 7-9 1 D _J EEti a P 's / 1 / ' / / / J l-9 1� `"T------I r\r ----- j oxxxxo, xxxxxo, oxxxxx, xxxxxx. , xxxxxxp , i APPROVED CONFIGURATIONS oN°!. K J,c' .fnnlnr n"D 71oclrwGETHrssNEEr - -r ----� QUALIFIED CONFIGURATIONS 71..ia Ra f070TECHNOLOOYORNE 14 sA/c avtafo C PER MNMI DIOE WAIAffNTS - NOKOMla FL 34276 SERIES 670 ALUM. SGD - NON -IMPACT 0` ' A"*""a P.O. BOX 1W 9AfC-OLW/n0 B PERMIAMI DADE PONMENTS �� -` •.isrbet e°!1. .Meth. _W. N. - 57-_W . ,aa - NOKOMrs, Px Steil SGD570 NTS PGT0001 SMC O&V&V9 - _ -- - - DP HTS. SHTS. 7-9 C _J EE BLE / I / , /' / / o / 1 -9 1� Is+ . }y VLWO /InM1 1r.- b.M Ay�y11. 11 "1o1 • 17 \\`y VYNN MIL(E`R''1, ham— �;OENSE * , Q the ya1o5 a - * : a ol,tl W= :,' OR\0� 0,F'<<. , I P.E.'',FSSIONN ' A. LYN✓ JL�RP.E.# 58706 NOTES: 1. SEE SHT, 19 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL DETAIL'CC', SHY, 2i�_ ,f DETAIL'06', SHT, 21 HEIGHT AND WIDTH. PLEASE SEE SHTS. 20-22 FOR SECTION DETAILS AND SHTS. 6-17 FOR ANCHORAGE DETAILS, H = NOM. PANEL WIDTH - = OM PANEL HEIGHT - 8.25" ' 1 2, DLO WIDTH I TH 7" DLO HEIGHT N A L H T / J 1 / �-' - 3. (1) LOCK (ITEMS 70 & 107.110)AT EACH LOCICSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR DETAIL'FF', SHT. 21, DETAII'V', SHT. 20, t DETAIL'EE', T. "' ASTRAGAL ANCHORAGE DETAIL IN & ANCHORAGE ANCHORAGE DETAILS'N' 4. PLEASE SEE APPLICABLE ASTRAGAL &INTERLOCK COMBINATIONS PER DP TABLES. 'P', SHT. 16 DETAILS W &'P', SHT. 18 - DETAIL'V', SHY. 20, - &'C', SHY 15y - ------- - ^tom- ANCHORAGE DETAILS 'A' PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' 'L' ,D, W M / � S SEE O NOTE TAB 3 jl� a O X t Fn-= rF 5 11 P- ( r ETAIL'EE' SH Y. A 1 11 11 11 - PANEL PANEL PANEL , PANEL , A I 11 1 IL u l ANCHORAGE GE DETA S N' 1 , AN H RA 1 I TYPE TYPE 11 l TYPE TYPE P 1 &'P' SHY. 16 11 I I , 1 I , 'QS' 'K' , CS 'A' l I 11 1 II 1 I I Il l MAX. AX. I 1 I I I B'SHT2 II DETAIL 8 1 T, III 1 / � 1 I / / HT. EE iii IN ;1 Ii,. I � SEE 1 1I ♦ J P III I I DP of 11 VI SEE VI TABLES Ill 11 r LES DE IL JJ SHT 22 TA I 11 w 11 NOTE ' ii II 1 i 3 II 1 le A INT. I 1. 1. I — a a / iii.-------A r'-------a t t I -' 1 EXT. {. +, LJ1-a==n<aal.1:•a-===-=� �`� —. DETAIL'U', SHT. 20, EE FRAME & G DETAILS'E' S ANCHORAGE E A E -XX 2 TRACK X X-90° CORN R DETAII'U', SHT. 20, ANCHORAGE DETAILS'E' HORIZONTAL SECTION A -A PANEL CORNER OXXX (2 TRACK) &'G', SHT. 15 90°OUTSIDE CORNER) - EXAMPLE &'G', SHT. 16 CONSTRUCTION EXAMPLE DETAILS SHY. ' S T. 21 DETAIL'BB H DETAIL'CC', SFfT. 21N,L DETAIL 6 @' SHT. 21 , rit"u aiNv G7 I+ED 1�..,,,ph1q wNk 14. etwW 'I/--` t ••�` IIOd1 od. .-.. - ❑ TAIL'AA' SITY.21 , % E L r 'D 'SHT. DETAIL'HH', SHT. 27, DETAIL Z' T. 1 SH 2 RePlnttw D1w. // I 21 DE L D TA ETAI S' ANCHORAGE DETAILS'S' & T' ANCHORAGE D L Q &'R', SHY. 16 SHY. 18, 'MM' &'Nth', SHY. 17 D T ILS' ' NC O GE E A M A H RA &'O', SHT, 18 ANCHORAGE DETAILS'I' &'J', SHT. 16 M � n Ja Mid Read 2D ANCHORAGE ' OETAIL'X SHT. M S TA TAB DETAILS & D SHT. 15 ----- HAX' DPE / PANEL PANEL PANEL PANEL 1 I TYPE TYPE TYPE TYPE 'R' L 'M' 'F' I POCKET � � � � $EPARATE` PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE M. F' IF, W / I / � 4 / � H / p SEE TAB x X NOTE — j \ AX. r. EE P LES 1111II NIN 1 i \xy WY . 1 DETAIL'Y', SHT, 20, ��•'�\GENSE �' XXXX (4 TRACK BY-PASS) ANCHORAGE DETAILS'K' Q OXXXp (3 TRACK RIGHT POCKET) DETAIL'W', SHT. 21,f ~ EXAMPLE SHT. is & L', SHT, 16 _ it j IJo. 58705 EXAMPLE ANCHORAGEDETAILS'F' _ ' 0,- '' �„ W- &'M, SHT. 15 II ,%�O 0 `� • - FAT oP , ��` �'•.. J.L taff/11 NO CTNNaE7N18 SHEET 1070 TECHNOI. OG4275 - _� EXAM PLE ELEVATION S 0 O, : ,� LOR . ," C� ` —S 'we a.Y1Nf0 C PER MGIAII DADE COMMENTS NDKDMIB, n 34270 �. me /, SS'/ , ` 'III„ON?1" » SER/ES 670ALUM. SG_D -HON-IMPACT - sMC O.tNI/10 8 1'ER MWNTOAOE COAfMPN7E P.o.BoxfE2a NOKOMIS, F! 94271 e.,l�rra . ."+.' 'N•wN. R„v A. LYNN MILLER. P.E. ay $MC 0&g75A78 R.II �' sOM70 NT: PGT0001 D P.E.#59706 DESIGN PRESSURE AND ANCHORAGE- NO REINF _ STANDARD STILE - STANDARD ASTRAGAL. HD 90 DEG. CORNER STILE > HEAD& SILL (H88) INTERLOCK ST'RAnHr & CORNERASTRAGAL CLUSTER PLUS INTUVEUATEANCHORQTY. PER PANEL H & S. ,JAMB ANCHOR CITY.. & RHDOK ANCHOR QTY. Anchor Types: 3116" TOWERED (Mono. & LG.U.) 1) "1/4" ELCO ULTRACON (FORMERLY TAPCON) GMSTYPE 01 &M 2) "114" S84 CRETE-FLEX 114" Te4IPERED(Mono. & I.G.U.) 3) "5116" ULTRACON cuss TYPE: G1A & G2A 4) V12 STEEL SCREW (G5) " SEE ANCHORAGE NOTES 1 & 2 ON SHEET 1. UNIT HEIGHT 80 84 W 98 U 6 V $0 qq p �I 0 Z O O V O 99 p �1 s o NOM, PANEL PRAMS SIDE 3 V O V 3 WIDTH N '- 0 Nf ,{ N N - `� ,,, < fV N •- M < N . "I v A •Y N G TYPE-Gt, 1/{G2,G A +90 -127.1 +90 .120.0 +90 •110.8 +90 -i02.9 p Has C3+1 C3+1 C4+1 C3+1 C3+1 C4+1 C3+1 C +1 C4+1 C3+1 C3+1 C4+1 24 JAMB 10 10 10 10 10 10 0 10 10 10 10 /0 dt P-HOOK 7 1 7 7 7 7 7 7 7 7 7 GLASS E-G1,G1A, 2A +90 -ioe.3 +90 A00.2 +90 -02.2 +86.3 -85.3 H&S 03f1 C3+1 CA+1 C3+1 C3+1 C4+1 C3+1 C3+1 G4+1 C3+1 C3+1 C4+1 30 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 p-HOOK 7 7 7 7 7 7 7 T 7 7 LASS TYPE - 61, Gt/� 2, G2A +90 -92.9 +87.3 •87.3 +80 -BO.D +73.8 -73.8 t2 Has 03+1 C3+1 C4+2 C3+1 C3+1 C4+2 C3+1 C3+1 C4+1 C3+1 C3+1 C4+1 36 4° JAMB 10 10 10 10 10 10 10 1D 10 10 10 10 P-HOOK 7 7 7 7 7 7 7 7 7 T 7 7 GLASS E • Gi, GIA, G2, G2 +8$,7. -83.7 +78A .78.4 +71.8 -71.6 +66.8 -66.6 Has C3+1 C3+1 C4+2 C3+1 C3+1 C4+2 C3+1 C3+1 C4+2 C3+1 C3t1 C4+2 42 5 JPMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 7 7 7 7 7 7 7 7 7 7 7 7 k G 5TYPE-G1,G1AG2. G2A +77.1 -77,1 +72 •71.0 +65.6 -65.5 +60 -60.0 « Has C3+1 C3+1 C4+2 C3+1 C3+1 C4+2 C3+1 C3+1 C4+2 C4+1 C4+1 C4+2 48 JAMB 10 10 10 10 10 10 10 10 1D 10 10 P-HOOK 7 7 7 7 7 7 7 7 7 7 7 7 STANDARD ASTRAGAL STANDARD STILES 81 118 DLO WIDTH = NOM, PANEL WIDTH _ 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25- NEXT. 119 90" OUTSIDE HD CORNER k'i4O.0UCr H .-I". kll �.."I'l°gwho.,!P,°.,.,, q .efdlbc Cnd. / A.Oep,'. c fi.1� 14 N N b Rt" 90° INSIDE HD CORNER HD = HEAVY DUTY 1, POSITIVE PRESSURES IN TABLE ARE BASED ON THE F E USE O TH 4" SILL. WHEN USING THE 3 114" SILL = EXAMPLE ON SHEET 9 O OH LENGTH N 2. WHEN USING THE 2 1/2 SILL, POSITIVE DP IS 46.67 PSF MAX AND POSITIVE OP IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1C ON THIS SHEET. 3. 4", 3 1/4" AND 2 112" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 112" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE to MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); IT S NOT R FILTRATION. THIS CONDITION I N RATED FOR WATER IN 4. SEE SHEETS 12 THROUGH 17 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5 DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS, TABLE SILL HT. VS POS, DP SILL RSEF63HT (+)DMIGNLOAD uSH i-vr WA LOW 2-52" +ge.el PSF D 3-11,P -WE— +60.0 PSF HIGH 4" +90.0 PSF SEE NOTES 1-3 OVERHANG. OH LENGTH OH OH HEIGHT I I I HEIGHT EQUAL TO 1 \� \�ONN LYNN ,y//7'/i,, F� 00If OR GREATER •. \ GENSF '' , t 61 1 �_� * % = * .,* No. 58705 - SEE NOTE 3 = �y . a - '. V `-O 11 1) W; "moo 41 '-�(''. Jc ra117fr O NO GMNGE THIS SHEET PER MIMII DAOF COMMENTS YDRIVE S NOKOM FL 342 5 al�; DP AND ANCHORAGE FLAO,\f070TECHNOLOG \\7 ,P,O,Box1520 SERIES 670 AL SGD - NON -IMPACT PER MW41 DADE COMMENRI NOKOM/3, FL 91271 >�•N•*�*. o'-'.� I ,`s/ORB A.LYNN MILi��, P.E. �• SMC by fill/D7 L N ---- s.-, NTS PGT0001 D P.E.# 58705 DE$IGNPRESSUREANDANCHORAGE-NOREINFORCEMENT- STANDARDSTILE -STANDARD ASTRAGAL TABLEIB. - HD 90 DEG. CORNER STILES > WAD & SILL (HAS) INTERLOCK, STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS ANCHOR CITY. PER PANEL H & S, > JAMB ANCHOR CITY., & RHOOK ANCHOR CITY. Anchor Types: 3116"TEMPERED (Mono.&I. G.U.) 1) "1/4" ELCO ULTRACON (FORMERLY TAPCON) GLASS TYPE GI & G2 2) ^1/4" SS4 CRETE-FLEX 1/4" TEMPFRED(Wrio. & I.G.U.) 3) '5/16" ULTRACON GLASS TYPE GIA & 02A 4) '#12 STEEL SCREW (G5) " SEE ANCHORAGE NOTES 1 & 2 ON SHEET 1. UNITHEIGHT 80 84 90 96 �¢j y0y U 0 p NOM. PANEL FRAME SIDE 0 O Z 5 O Q z Qp S 0 0 0 0 z WIDTH U N "- N N "- V N IN! ,�, V N N •- �, y' N GLASS —TYPE -G7,G1AG2,GZA +T2,5 72.5 +67.4 87.4 +81 $1,0 +54.7 54.7 Has C3+2 G3+2 C4+2 C3+2 C3+2 C5+3 C3+1 C3+1 C4+2 C3+1 C3+1 C4+2 54 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 7 7 7 7 7 7 7 7 7 6 6 7 GLASS TYPE Gi,GtAG2,G2A +69.1 •69A +64 -64.0 +67.6 -67.6 +60.0 -50.6 H&S C3+2 C3+2 C4+3 C3+2 C3+2 'C5+3 C3+2 C3+2 C4+2 63+1 C3+1 C4+2 80 JAMB ; 10 10 10 10 10 10 10 10 10 10, 10 P-HOOK T 7 7 7 7 7 7 7 7 6 6 7 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. 2. WHEN USING THE 2 112" SILL, POSITIVE DP IS 46.67 PSF MAX. AND WHEN USING THE 3 114" SILL POSITIVE DP IS 60.0 MAX, (NEGATIVE PRESSURES UNCHANGED). SEE TABLE IC ON THIS SHEET, 3. 2 10", 3 1/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1B MAYBE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 12 THROUGH 17 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. R-Oer r: R.wur J.d fell/lf D NO CHANGE THIS SH91 r R«fYlar 1070 TECHNOLOGY ORNE SMC me/I& C PERMIAMILNOECOMMENTS NOKOMIS, FL 3427E _ K P.O. BOX f5n SMC 0.Lefn0 B PER MIMfI WIDE CQMM&D8 NOKOMIti, FL 31271 Ia,nw eP na• SMC OB/05478 TABLE 10. ILL HT: POS, P SILL POSE HEIW (+) DESIGN LOAD FLUSH - 1-112" WA LOW - 2.112" +46.B7 PSF MED - 3-1/4" + 60.0 PSF HIGH - 4" 90 0 PSF SEE DLO WIDTH = NOM. PANEL WIDTH - r DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" STANDARD ASTRAGAL STANDARD STILES INT, a, 1. tie --I HD = HEAVY DUTY EXT. 119 90° OUTSIDE HD CORNER g, 118 rWDUCT KCVISEp aewnP+r N; mth Ike Fh,,i& INT: .A.•. Militate H r + NOTES 90' INSIDE HD CORNER 1-3 (� OH LENGTH I I OVERHANG OH LENGTH - OH OH HEIGHT HEIGHT jr EQUALT01 8 OR GREATER O SEE NOTE 3 `\,\\\ VVNN MI(/FTT/, y .. • ., R ��O?.•�\�ENSF , I- h: - e ., No SBToy _ _ * i 1n - _ • �' OP AND ANCHORAGE vial' r2C l AP ' .. (51 PIE Op ` �. . : FLOP C> cFSSIONP� �; 1 A. LVII(•1 �1ILL`P.E. P.E.# 58T0S - SERIES 670 ALUM. SGD -NON-IMPACT .i..f.lw: R,.t r' •l.Ka Rrv: SGD670 NTS PGT0001 D 2 1/16" O,C. 2x WOOD SUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 SEE CHART, SHY. 1 CONCRETE SEE CHART, SHT. 1 1" MIN. E,D, TYP. 1" MIN. 2 Vie" O.C. 2 1116" O,C: TYP. 2 ill 6" O.C. TYP _ E.D. TYP. TYP. 'r, • `. �''�t. , .. ): 11 EXT,1. EXT. - -- ' ?. •, ! : S`" SEE CHART 1. ;.r, : — 1 L — 1 3/8"MIN. � 13/8"MIN. `4" ''.-, " ,. t SHT.1 L !.' . t' ' :. C7 1/4' r '7WOOD 1!4" EX r MAX. J ' -MAX, 1/4" r J 1/4" MAX. J SHIM SHIM H M 1 MAX. SHIM EXT. ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. SHIM DETAIL A, 2-TRACK FRAME HEAD DETAIL B 3-TRACK FRAME HEAD CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT., SEE CHART SHY. 1 E HEAD D INSTALLATION HEAD DETAIL D 3-TRACK FRAM A W00 E 1 2-TRACK FRAME A WOOD INSTALLATION D TALC, N T LLATIO 2x WOOD BUCK TYP. CONCRETE INSTALLATION CONCRETE I S A N S 1 , . SEE ANCHOR NOTE 2 HT. D ANCHOR TYP., , WOO A C T N , SEE ANCHOR 1 WOOD BUCK TYP. SEE ANCH.NOTE 3, X NOTE 5 SHT. 1 SHT. 1 2 ,/18" O C: TYP SEE ANCHOR NOTE 3, SHT. 1 /4 MAX. SEEANCHOR SEE ANCHOR NOTE 5 SHT. 1 NOTE 5 SHT. 1 • •'+ (1/4" MAX.) (1/4" MAX.) ONCRETE EXT, r 1 318" MIN. EXT. - 1 f ]-- - 21/16" 1"MIN T 13/8"MIN, - T ., ' K `.1,� i :..". •i'' SEE CHART O.C. TYP. E D, , .,, S T. 1 H TYP. 2x WOOD BUCK 2 1/1B" 1"ntIN EXT I ..t A •. .. • - - DETAIL E. 2-TRACK FRAME SILL TYP., - E.O., -�-I SEE CHART, SHT. 1 O.C., TYP. W000 INSTALLATION SEE ANCHOR rn' DETAIL G 2-TRACK FRAME SILL FRAME SILL DETAIL F 3-TRACK RA 7E 3 SHT 1 NO INSTALLATION CONCRET E INSTALLET O - WOOD INSTALLAT ON morn u Is LT Y rw in w11k t P1.[de+ h e be CONCRETE ANCHOR TYP., SEE ANCHOR SEE ANCHOR NOTE 1, SHT. 1 - 2 1/16" O C TYP 1" MIN E.D., ft A.ltule Cod. �N NOTE 5 SHT. 1 TYP. a (1/4" MAX:) ONCRETE� 1— I 1 3/8" MIN. T- `.t•a;�.•.. SEE CHART EXT. E j EXT. — , A ' r ;:i-S SHT. 1 . .). • • • NOTE Z SHT. 1 D CHOR TYP. SEE ANCHOR O WOO AN . 2 1/16�I DETAIL 14-TRACK FRAME HEAP O.C. TY P V•.-- SEE CHART, SHT. 1 WOOD INSTALLATION 0 A DETAIL H 3-TRACK FRAME SILL 2x WOOD BUCK TYP., CONCRETE CONCRETE INSTALLATION SEE NOTE 3, SHT. i WOOD ANCHOR TYP., SEE CHART, SHY. 1 �� ,."�, � SEE ANCHOR NOTE 2, SEE ANCHOR SHT. 1 :•,1..•,:.:,.,.,., ;d. .•,•.,",•, .' NOTE 5,SHT. I ;t', - • •,,mot• ;• I ': '+,7, `' :•i SEE CHART (1/4"MAX.) w I T} 11111/ EXT — 1 3/8" MIN. I '- \\\ VYNN M/(/ �/, F ' . 1" MIN � ,- ... �\ NSE . ir, ' 2 1116' O.C., TYP, ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1� EXT 2 1118I O.C., TYP. _ --- E•D^ �';' 56705 - CONCRETE DETAIL J, 4-TRACK FRAME HEAD DETAIL K. 4-TRACK FRAME SILL TYP. 140 _ 'k ; �t * - CONCRETE INSTALLATION WOOD INSTALLATION = W = C4 . I11t1 W= ' O•'' SFLOR\o-", � RamJn �atU11 R..NArN: eIF ON1N10 NO PERM LY4Wof THIS SIfEET fAMl DADE M CO__ ENTB } CIWOLCK+ Y DRIVE 070 TE A9 f13427d NOKOM '� --�____ ` �. ANCHORAGE DETAILS wes _ N-i PACT SER IES6TOALUM SGD NO M T '• .. '/ F , �, S �. I S P ION SAIL• I 0 O1a n 5; E PER MNAf/DADB COMMENTS _ ........_.__ P.O. BQ X L 342 NOKOMI8, FL 34171 __ _ 6wWA.xYt •»or ow+e w , n I 1 , ,,,. A. LYNN MILER P E, SUC oamsro9 SOD870 NT: PGT0001 D P.E.#68705 - CONCRETE ANCHOR TYP., SEE NOTE 1, SHT. 1 ONCRETE _ SEE CHART 2 1/16" O.C., TYP. SHT. 1 - 1/4" MAX. SHIM 2.04" SEE ANCHOR 1/4"MAX. SHIM -- I; _ I .--T OTE 5, SHT. 1 - SEE CHART EXT. i SEE CHART i I\\ . (114" MAX.) - SHT. 1 )k(•.'; SEE CHART EXT. ` l SHT. 1 / 1 1 ' .;'l I. SHT. 1 r L. - CONCRETE . ,, ,�7 .,Y T y, , I. '- ANCHOR 1, r• I 2 1/16" 14.051" ',/ .t ," .+"••,•,S••,' 21/18" T P., ', / MIN. re. '', . \ 4�. d :,' -,; W.. 1. Y SEE a O.C., TYP. \ (. ./, - •,,•I;.. •., L•..•.,},.".v""T'-i tr, O.C., TYP. ' .•.,:r ANCHOR A \ ' O,C. EXT. ' SEE CHART, SHT 1 NOTE 1, 3.5 - SHT.1 "''''� DETAIL L 4-TRACK FRAME SILL A:.,., ;.! TYPICAL JAMB CLUSTER FOR DETAILS CONCRETE INSTALLATION CONCRETE i M. N,O P,q&R ANCHOR A 1 3!8"MIN. TYP., SEE I.", ,ASONRY DETAIL P 2-TRACK FRAME JAMB 1` MIN. -'''( 1 3/8"MIN. ANCHOR + CONCRETE INSTALLATION /4" MAX. SHIM --�-i 114"MAX. SHIM -^I F--- NOTE 1, '"0' EXT. I EXT. II SHT.1 "' WOOD WOOD 1" +•' .•t' SEE CHART SHY. 1 ANCHOR :t •`,:• TYP., SEE ANCHOR MIN. 114" MAX. SHIM ---1 ANCHOR TYP., SEEI. '' '' EXT. I I I ,,, NOTE 2, ANCHOR CONCRETE NOTE 2, 2 1116" DETAIL O. 4-TRACK FRAME JAMB •57•,'ei . SEE CHART O,C., TYP. CONCRETE INSTALLATION ANCHOR SHT, 1 ::•: t i' SHT, 1 SHT. 1 TYP., SEE ", 2X WOOD 1 3/8" MIN. ANCHOR BUC{G 1/4"MAX• SHIM NOTE 1, SEE EX SHY r. 21/16" ANCHOR O.C., TYP. NOTE 3, 1" MIN. 9., i' ; " rROOucT Ier:v,sEo 2 1/16" DETAIL N 2-TRACK FRAME JAM@ ....plPI,I" It.lb. lio"11r, SHY, WOODIN5TALLATION :e;:i' 1r1dm1c.f. O.C.,TYP. AMrr....N. //-l0/.4•l% Z;/,;Z��, a WOOD 0 \'•;,ANCHOR 2XWOOD BUCK TYP„ SEE - SEE ANCHOR 1 `4., llae' ANCHOR NOTE3,SHT,1 ""ASONRY NOTE 2, 2 1/16 DETAIL R 3-TRACK FRAME JAMB - DETAIL M, 4-TRACK FRAME JAMB O,C., TYP, CONCRETE INSTALLATION WOOD INSTALLATION WOOD FRAMING SHT. 1 SEE CHART, SHT. 1 HOOK MOUNTING ADAPTOR 'r— — 1 3/8" MIN.T P-HOOK MOUNTING ADAPTOR NCHORS LOCATED MID -SPAN I L� ANCHORS LOCATED MID -SPAN - BETWEEN P-HOOK . F1 BETWEEN P-HOOK INSTALLATION ANCHORS DETAIL Q, 3-TRACK FRAME JAMB 'tt•, '� INSTALLATION ANCHORS WOOD INSTALLATION ^',:J ,i •e,,,r' , ..lam �CONCRETEIMASONRY . I, , (GROUTED BLO CK ONLY j." S� 1 3/4" MIN. 'a SE CH T E AR 1' MIN. 1 1/4"" ,`j `; SHT.1 I +': ' 1 E.D. . O D ANC OR - uunn/ W O H _ SEE ANCHOR NOTE 2, SHT, 1. SEE ANCHOR NOTE 2, SHT. 1. .\\N \V .. I 1,. 6[ '/, t ANCHOR QTY. FROM TABLES EXT. ANCHOR QTY. FROM TABLES \1 O, ENSE 2.693"MIN. - ":... N\G * �I to to 3B, SHTS. 6-11 PERTAIN 1A to 3B, SHTS. 6-11 PERTAIN EXT. TO THIS ANCHOR LOCATION, _ Q :' ,p5 = 8 TO THIS ANCHOR LOCATION, _ 5 2.693" MIN. _ -K : No. •''. _ DETAIL S, P-HOOK DETAIL L P-HOOK is L t_ WOOD INSTALLATION CONCRETE INSTALLATION = a• c IW It W = R�Ja mfnl wo NOcrlvrcE7HAS9HEEi _ p' S1p1EOP.:,C9Z R,HW'r� 1D7B7Ec1iNaoorDRrvE - ANCHORAGE DETAILS :; p0'.•.,. FLO1?\°., a - - SMC 0.VIN/0 C PER MMM1 DADE COMMENTS NOKOMIS, PL 3127E n"' j� SERIES 670 ALUM. SGD - NON -IMPACT 11 '�/FSSION P\',\\. S OVUM a PER MMMI awr COMMENTS - AOL BOX 1109 f _till - a.RnO,: Nk n"„. HOKOMI9, FL 34274 -- It k "'"l'r. — A. LYNN MILLER, PE, SMC 0&4754'79 - SOD870 NTS PGT0001 0 P.E.# 56705 FWOOD FRAMING 1 318'MIN, P-HOOK MOUNTING ADAPTOR SEE CHART, SHT. 1 ONCRETE 1 MASONRY P-HOOK MOUNTING ANCHORS LOCATED MID -SPAN (GROUTED BLOCK ONLY) ADAPTOR ANCHORS BETWEEN P-HOOK 1 •'' '•"'i,r,, "';'+: t `,''','''-' 'A - LOCATED MID -SPAN— INSTALLATION ANCHORS , , ' .- I " BETWEEN P-HOOK A,`" } 6l, " A. y INSTALLATION ANCHORS _ S ' t "' • •� ' '',*r •,L},,,*:. '� ' SEE CHART, 1 3/4" MIN. 1 1l4� t n I:' SHT. 1 1" MIN. ¢ ; • ,: r _ -� E.D. TYP. "IWOOD ANCHORetniSEE •ANCHOR NOTE 2, SHT. 1. SEE ANCHOR NOTE 2, SHT, 1. ANCHOR QTY. FROM TABLES ANCHOR QTY. FROM SABLES 7A to 3B, SHTS. 6-11 PERTAIN IA to 3B, SHTS. 6-11 PERTAIN TO THIS ANCHOR LOCATION, TO THIS ANCHOR LOCATION, 2.693" MIN. 2,593" MIN. DETAIL MM, P-HOOK FOR BOX RISER DETAIL NN, P-HOOK FOR BOX RISER WOOD INSTALLATION CONCRETE INSTALLATION rltouucr NEVIS" ""#?jt'Y with Ik"Coot. Pt.rn.. DETAIL'V', SHT, 20, #10 X 1,50" A.,. — .4- 0/ ,/% __=, �,�ANCHORAGEDETAILS'A' PHSMS �+rIr Z� IIr---,----9 r------- r ,+, - - ---- -1-1— - _ iii PANEL II PANEL ill TYPE II TYPE III 'A' I W 'QS' III III ill 1 l A NI Ill / II Ill 10 III I I nl If f11 1f ill {Il ii Il Ill * Ill <D u........... to II-..---.,. Ui / &'C', SHT. 16 PANEL CORNER .1 DETAIL N&.W ETAIL'EE', SHY. 21, #8 X 1.00" ANCHORAGE DETAILS'N' PH SMS (OPTIONAL) ( &'P', SHT. 16 DETAIL'BB', SHT. 21 I1 I,I EXT. �DETAIL'U', DETAIL KK, SHT, 22 DLO WIDTH = NOM. PANEL WIDTH - 7" SHY. 20, I1 I 1111 I DLO HEIGHT = NOM, PANEL HEIGHT - 8.25" - ANCHORAGE DETAILS &'G', SHT. 15 'E' - V.(NN I. I? 4, `\\y . XX-90° CORN ER-XX (2 TRACK INSIDE 90' CORNER) INT. 1 FRAME CORNER o`''' ENSE •.• * I- G 'SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES ` DETAIL ' ? J 5g105 N 0 HORIZONTAL SECTION 8-B - * ; iSr* W - . Ct1}`I4 z D NocxwoE7rESBREEr - - c.m+u. ANCHORAGE DETAILS/SAMPLE ELEVATION ''�T•Q SFLOP�`�` ,[�R. �1, CE."S MfAMlDADECOAL11Bn8 NOKOM/B, PL SIa7E SERIES ALUM.SGD-NON-IMPACT- ��.5'S^ION P� PERMIAMlMDECD,tIMENi3 -- P.0.BQX f620 670 .____..- „.._.@ II II, III'` ,NOKOMIS, fL 342T1 -__ . 1rfR6 e»k'»"`°7. SG0870 NTS PGroDo1 D LYNN MILLER, P.E. P.E.#58705 - 1. MiAMI'DAUE M 1HiAM - IAD D E COUNTY Z[� N A PRODUCT CONTROL SEC IO Z D ' T N Ill' EPART MENT OF PERMITTING, V Z C, EN IHONME T AND REG ULATORY GLJLAT'ORY I1 R0,5 SW 26 Street, Room 208 r�i 119 ITI 19 AFFAIRS (PERA) Miami, Florida 33175-2474 111 fTl BOARD AN D CODE ADMINISTRATION DIVISIOhV T (78b) 315-2590 F (786) 315-2599 , y W Q NOTICE OF ACCEPTANCE N' I o 0 t OA WW1Y .In lami dad G ' C E T/I1C1'a/ . __ PGT Industries Z _ 0 0 O 1070 Technology Drive, . I In p tU _j [i f Nokomis, -Ih• o s Tl. 342 75 rot r.t0 . SCOPE: P Ql• "- I Thi N U s OA is , being ' issued � ,ss d un der t he applicable � N g pp i able rules and regulations governing the use of constr. W The g on materials. In h documentation su bmitted e tt d has been I eviev'r�d and acc epted p c e td b Miami -Dade P Cout I• --I m Y t PE RA - Product t3' Coittr 1 o U Section t Q o be used i n Miami Dade a e County an d other areas ywhere al lowed by the Authority Having Jurisdiction � - O AHJ . tq ( ) CWC . Z G L1 This NO A A shall not be valid after the expiration date stated below. The Miatni-Da de County Product Control tL Section o (In Miami Dade County) and/or the A1B,I (in areas other than Miami Dade C u o n reserve the ri I tT �') rt to 0 have g la a tI11S prod uct or material 1 tested st d r fo quality aft .' a Q P ter assurance r` �u at c to purposes. oses. If this U product P dt t o >- rP r Material mtu . a] fail s P s to perf orm ' P f m r` the ace r accepted manner, the rlianufactm'er will incur the expense of such testing and the AHJ may immediately Q W O revoke, modify, or suspend the use of such product or material within theirjurisdiction. Y Y Z (1) N J sd,ction. PERA reserves the right Q 01 to revoke this acce tape ' e t it f t is determined m ne d• 1'1Y�.Ifl '- m , ml P Dad e Count y Product ut Control Se ti tYSe ction that tl' this pr oduct t or P � .. N material fails to meet the requirements of the Brtlpl��.able building code. N . 1 This product I„ approved as described PIb herein, said Has been designed to comply with the Florida Building Code, z Z N including the High Velocity Hurricane Zone. W Ul m I,• DESCRIPTION: Series "SGD-670" Aluminnlunll Sliding Glass Doors w/ goo corners -N UI I Ill - U APPROVA L DOCU MENT: DrawingNo P�T'IIt001 e N - R V C .i W titled "Series Series 67 0 I3. . P Alu m SGD-NI", NI"; sheets 1 LL through 25 of 25, prepared by manufacturer, doitecl108-05-07 and last revised on on 10/11/11, signed and sealed by 0 Lynn Miller, P.E., bearing the Miami -Dade County Product Cotitrol Revision stamp with the Notice of Acceptance number and expiration date by the' Miami -Dade County Product Control Section. . MISSILE IMPACT RATING: None: Appllioveld Hurricane Protection devices, complying w/ rBC, as applicable are required, Limitations: Y 1. All 90 degree corners (inside oT outside) Stiles require Heavy Duty Stiles. 2. See tables in sheets 6 through 11 of this approoved drawing set Car applicable SGD unit sizes, design _ pressures, standard or heavy duty stiles, glass types, sill riser and anchors requirements, 3. Egress operable doors must comply With miin clear width per FBC, as applicable, RENEWAL of this NOA shall be considered after a renewal application has been filed d and there has been no Change in the applicable building code negatively affecting the performance of this product. 1. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, pals, use, and/or manufacture of the product car 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 arty section of this NOA shall be cause for ter,imination and removal of NOA. AD'VI RTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advetiising: literature. If any portion of the NOA is displayed, then it shall ' be done in its entirety. • INSPECTION: A copy of this entire NOA shrill be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job ,- to at tlic request of the Building Official This NOA revises NOA # 09-0826.13 and cornsists of this page 1 and evidence pages E-1, aS well as approval document mentioned above, .. The submitted documentation was reviewed by Ishaq 1. Chanda, P.E, ' - ,. NOA No 11-1018.17 MtAMIoUNTY Expiration Date: April 07, 2015 lf.`" ' ' Approval Date: December Of, 2011 ' "1111111111111111111-\\� Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred .from file # 09-0826.13). 2• Drawing NO.PGT000I Rev C, titled "Series 670 H.P. Alum SGD-NI", sheets I through 25 of 25, prepared by ntanufactul zr, diated 08-05-07 and last revised on on 10/11/I 1, signed and sealed by LytTn Miller, PI.i. B. TESTS (transferred from file # 09-0326,13) 1. Test report on 1) Air Iliffltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS '02-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Forced Ettti'y Test, per FBC 2411.3.2.1 (b) and TAS 202-94 r' Al l With 1 t Ta.tkec - Iu g dra ' W 1I] S and 11.E installation g diagram of Aluminum Sliding Glass Doors, prepared b,, fenestration 'Testing Laboratory, Inc., Test Report No FTL-5994, FTL-5997, FTL-6002, FTL-6034 &FTL-6>k93S dated 08/10/09, all signed &sealed by Julio Gonzales, Note; Additional reference testReIorts No(s)# FTL 5980, FTL 6001 attd F P.E been revised and reissuecl'on I2/29/09, signed and sealed b ' TL 6015 have y Julio Gonzales, P.E. C. CALCULATIONS 1. Statement letter dated OC'T 1 I, 2011, com fiance T p to FBC �007 &FBC 2010; prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated ] OtI87/11, Successor Engineer adopting the another en ineer's work per FAR 61 G15-27-,001I, signed & sealed by Lyn-n Miller, P.E. g 3• Anchor verification and comparative analysis dated 08-19-09 and last revised on 03/16/09, prepared by PTC, LLC, Robert J. Amoruso, P.E. (transferred from file # O9- 0826.13) . 3, Glazing complies with A,S'TNIE-1300-02 &-04 D. QUALITY ASSURANCE 1 • Miami Dade Department of Permitting, EnvirolulTent, and Regulatory Affairs (PERA). E, MATERIAL CERTIFICATIONS 1. None F. STATEMENTS I, Statement letter dated OCT 11, 2011, compliance to FBC 2007 &FBC 2010 and "No financial interest"; prepared by PGT, signed & sealed by Lynn Miller, P.E. I. Statement letter of conf0trnane:e to FBC 2007and no financial interest, dated 08-I 9-09, signed by Robert J. Amor:l9so, P.E. (transferred from file # 09-0826.13) 2, Letter of lab compliance, part Of the above test reports. G. OTHER I, This NOA revises # 09-0836-4, expiring April 07, 2015. 2. Test proposals No(s) # 09 '01T7, 0177-A, B & C approved by I3CC0.. 44 L 4� It J, . Shaq 1. CllaRfla, P.E- Product Control Examiner NOA No 11-1018.17 Expiration Date: April 07, 2015 E-] Approval Date: December 01, 2011 Non 21ftA r GENERAL NOTES: SERIES 200 NON -IMPACT SINGLE HUNG WINDOW T FLORIDA1) THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTSHE OF BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE VIVHZ)• 11,1/8•" TIP-TO-IIP WIDTH 62-1/8' BUCK MflDTH 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 62-1/8" BUCK WIDTH - - tVISZ�6GHT 49118" NO ANCHORS _ 49.1/8' 9) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI•DAOE COUNTY APPROVED MASONRY REQUIRED IN VISIBLE LIGHT ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM 090 CONCRETE FLANGE - B - 9" MAX' 3" MAX MASONRY UNITSAD CNCRETE WITH MIN, KSI PER ANCHOR TYPE, SEE TABLES 6 & 6, SHEET 4 & 5. FRAME HEAD 4) MASONRYANCHORS MAYBEUSED INTOWOOD AS PER TABLE 5,SHEET 4. ALLWOOD BUCKSLESSTHAN A1-1/2'THICK ARE TO BE CONSIDERED 1XINSTALLATIONS. 1XWOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED-__---- - VBIBLE_ND TX BUCK RB ER. 1X A OM " ICK OR G AT 8" . FR•1 TH MAX E %ARE1 RDIRECTLYED SUBSTRATE, WOODBUCKSOPERL DAS2 I (WHEN U9EO) 9HALL BE bESIGNE4 TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN CENTEROF 210 LX3HT rVISIBLE ELATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD, MEETINGMAX. O.C. 78'LIGHAND INSTA TIP•TO e" MA,%. O.C. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORSTIP 6) _._.____-I-IT LCAI AM IR I L4FD ON ALL - I. I_ uc... OF SUFFICIENT LENGTH AB 5FEGIr'It:U UN TABLE a s o, vnccl -I -••: -- ._..., ._ _ __ FOUR CORNERS OF THE FRAME, INSTALLATION ANCHORS SHOULD BE SEALED,;VERALL SEALING/FLASHING STRATEGY FO77 R WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND Is BEYOND THE SCOPE 1-{`jI�- / A - BUCK HEIGHT _ �. / 77 BUCK OF THESE INSTRUCTIONS, 8" MAX. FROM ER OF DENT FLUSH ro r HE J IS NOT FL H - _ � / HEIGHT 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT BUCKS, BY OTHERS, MUST BE MEET: NG SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS, WOOD H RAIL - / / 23" / SUFFICIE WLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW, ( 1 MAX, O.C, - - 7) DESIGN PRESSURES; S PER ASTM - -� A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLA9 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, 6TRUCTURAL TEST PRESSURE, FRAME MAX NO ANCHORS REQUIRED 3'MAX, J ANALYSIS AND GLASS PER ASTM E1300. _ IN FLANGE FRAME SILL --►{ -+- 8" MAX. O.C. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOMS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 331I3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TYP- FLANGE FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION THIS PRODUCT. THE 1,6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS IWO WOOD. - - (TESTED UNIT) (TESTED UNIT) ANCHORS THAT COME INTO CONTACT WITH OTHER DISS114LAR MATERIALS SHALL MEET THE REQUIRBMEITS SS OF THE FLORIDA BUILDING CODE FOR CORROSION RSSISTANCE, 9) REFERENCES: TEST REPORTS FTL-6479; ELCO ULTRACON NOA: ELCO CRETEFLEX NOA; ANSI/AFSPA NOS-2006 FOR WOOD CONSTRUCTION AND ADM-2006 ALUMINUM DESIGN MANUAL. - - GUIDE TO SHEETS. 10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR 4001 SERIES (FIN FRAME).. _ GENERAL NOTES ............ 1 - ELEVATIONS ............I OESIGN PRESSURE RATING IMPACT,KATING DESIGN PRESSURES ........2 & 3 . VARIES. - NOT RATED FOR INSTALLATION. FLANGE..........,, 4 SEE SHEETS 2 & 3 IMPACT RESISTANCE INSTALLATION, INTEGRAL FIN...0 ..... 0 ANC -OR QUANTITIES.,. H WINDOW SHAPES AND SASH CONFIGURATIONS A9 SHOWN BELOW OR SIMILAR, MAYBE USED SY INSCRIBING THE - '- GLAZING DETAILS ................. . 7 EETS (SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SH 2 & 3. CORNER ASSEMBLY- - 7 EXTRUSION PROFILES..............6 PARTS LIST .. . ...................8 WIDTH -•r{ 1-•*-- WIDTH- .. PRODUCT REVLSED as oamplying Tvifh the FlVd Building Cade Il - 0)3, expi lvc Na I(a , Revleed By: pate; Revtelon; Bapirenpn note oM�j�FR , JJ 10/10/11 2010 FBC NOTE B / HEIGHT - pENSE• yy - HEIGHT �� Q2' �T * �� Ravlaed ey: Eat.; Revtelonl JNlem Dade Pmduet Conl -1r . No. 5B706 - />� DeecNption: Drown ay: / �/ �'•,�>Ite 41 we GENERAL NOTES & ELEVATION J ROSOWSKI S7A1 D ��' 1070 TECHNOLOGY DRIVE TWO: eaunulre PROVIF.W/OMEL ARCHTOPPROVIEW/ORIEL RADNBTOPEOUALLIIE X�''., FLOM -''1;��\ N. VENIOE, FL 34275 SINGLE HUNG WINDOW INSTALLATION - 05/11/11 S ,v P.O. BOX 1529 NOKOMIS; FL 34274 Sense/Mode/ Sash: - t .0rowinq No. RevA..• A. LYNN MILLER, RE- SH-200 NT5 �MD-SH2O0-01 oa MILLER - CERT. OF AUTH. #20298 'ABLE 4: - - - IDesign Pressure (Ibs/ft2) for Glass Type B -J, Fin & Flange Frame Maximum Sh Height' Sash Maximum Window Width' Height' (see Figure A, this sheet) 33" 37" 41" 45" 49" 11-9116" (Equal Ute) 19-1/8" +66.0 I -90.0 26-112" +55,0 +55.0 -90.0 -80.0 +55.01 +66.0 .90.0 -g0.0 'PUT•90.0 +66,0 - 00.o +55.0 -90.0 +6b.D -90,0 +55.0 -90.0 +56,0, -84.3 +55.0 -90.0 +55.0 -78.0 +55.0 -9D.0 +55.0 -719 +55,0 23" under 18-9/16" +55.OI -90.0 37" -90.0 +55.0 -90.0 +55.0 : •90.0 +65.D -90,0 +55,0 -90.0 +55.0 -90.0 +65.0 -81.1 +55,Q -78.0 -73.4 +55.0 -72.9 1B-9116" (Equal Ule) +55.Q +66.0 j +55.0 -90.0 -90.0 +55.0 +55.0 1 •90.0 -90.0 +55.0 j -90.0 +55.0 -90.0 +55,0 1 -90.0 +55.0 -88.5 +55.0 •84.3 +5.•81.8 +550,17T7 +55.0 -75.0 +55.0 1 •66. 5 55.0 -7 1.2 over 18-9118' +65.0 •90.0 8 under 15 7l" +55.0 I -90.0 3838 15-7/8" ttxu 18-3/18"' +5 5.0 -90.0 +55.0 . -900 +5.0, -80.0 +55.01 -90,0 +5 .9 +5.0 -87.8 +55.0 -78.8 +55.0 I -71.2 +55.0, 19-114" (Equal Lite) +55.0 -90.0 +55, -. . +55.0 -90.0 +55.0' -90.0 +55.08B,5 ' +65.0-81..8 +55.0 .75.0 +550' 8 . .. overl8-t4° +65.0 -80.0 +55.0 +56.0 -90,0 -90.0 455.0 -90.0 + 2 +660-68.3 . -85 +50 597 under 19.9/16" 1 +55.0 •90.0 +555.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.01 -89.1 +55.0 -78.5 +55 0 I -70.0 +55,0� 63.0 45" 19-9/16' thru 22-518" 22-9116" (Equal Lite) +56.0 +55.0 -90.0 -90.0 +55,0 •90.0 +56.0 -90.0 +56,0 -90.0 +6&0 -89.3 +66.0 -78.5 +55 0 70,0 +55,0 , 63.0 1 'over22-9/18" +55.0 90.0 -90.0 +56.0-90.0 +55,0 j -90.0 +55.0 +55.0 -90.Q -86.0 +55,0 -86,5 +55 0 -61.8 +55.0 -80.2 +55 p ! -75.7 +55.0 -73.2 +55.0 -69,2 +55.0 06.3 +55.0 82.8 +55.0 +65.0 +55,0 57,7 _�. ' +55.01 -59.1 under 20 1/8' +66.01 20.1/6" thru 24-1/2' ° +65.0 -90.0 +65.0 -9D.0 +55.0 -90.0 +66 0 -90.0 +55.0 I -84.8 +65.0 -74.2 +55.0 I 65.9 +55.0 � fi6.9 +65.0 -59.1 49„ 24-8118" (Equal Lite) +55.0P-1:0"000 +59.0 -90.0 +55.0 -90.0 +55.0 � -90.0 +55.0 -84.8 +55.0 , -74.2 over24-9/16" +55.0 +55.01 -90,0 +55.0 •86,0 +SS•0 81,8 +b5Ar -75.7 +55.OI -69,2 +55,0 62.8 +55,0 -57.7 +550' -55.8 under2013116' +65.0+55.0 "90.6 +65.0 -@3.5 +55,0 -79.1 +55.0' -74.0 +55.0' -67,361.9 +55,0 j -72.7 +55.0 I 64.5 +55 0�`57.8 +55,0 - •90.0 +55.0 -90A +55,D -90,0 0 80.0 +65,0 -63.2 +55 0 -83.2 +65.0) -72.7 +55 01 •t34.5 +55,0 -57.8 20.13/16" thru 2411l16"' +55.0 5ar�g• 24-/4" (Equal Lits) +55.01 -90.D +65.0 -90.0 +55.0 -80,0 +55 +55.0 -67.3 +56.0 , �1.9 +65.0 -56.8 +55.0 -90.0 +55.0 , -83.6 +55.0 -79.1 +65.0 -74.0 +55.0' -60.0 t +65.0 -58.5 +53.2 53.2 +49,6 -09.6 o 24_3/4 +55.0 -90.0 under24-15110' +55.0 -87.9 +55.0 -75.6 +55.0 +55.0 •65.7 l -74.1 +55,0 -62.3 +56.01 -74.1 +56.0 f -74.1 +55.0 -65.5 +55.0 j 57.6 +61.1 / s 24-15/16"ihru 30 5.8' +55.0 61" •87.9 +65.0 -75.8 -75.8 +55.0 -74.1 +56.D1 -74.1 +55,0 -74.1 +55.01 -65.5 +55.01 -57.5 +51,11 51.1 30-9116" (Equal LAB) +56,01 87,9 +56.0I +65A I -74.1 +65.0 -74,1 +66.0 -74.0 +56.0 , -65.b +55.0 57.4 +61,1 -51.1 over 30 9/16" +55.0 87.9 +55.0 +507 -75.8 20 , +5.-59:9 +55, i +56.0 •57.8 .,SSO 5 4 54..5 -64.5 r51,3 -51.,3 +55.0 56.5 +.48.3 +50.2' 50,2 under 25-314 +55.0 -83.9 26-3/4" thn31 68' +55.0' 83.8 , +.0.717 63' .08.4 -69A , +5510 .69.4 +55.0 •69,d +56.0 1 -64.5 +56,0 565 50.2 2 3-9/16" (EquaUS) +55.01 9 +55 . -71.7 +55.0I 69.4 6 4 5 +55.0 -64,5 +55,0 �6.5 +50,2 •50.2 oe31-8/16" +55.0 +55.0 -56.3 +52.1 -52.1 +51,5 -51.5 50.Q +q6,4 r -06,4 under 29-314" +55.0 b8.3 -56.3 +51.5 -51.5 +615-515 --¢1.,5 +46..4' 48.,4 29.3/" thru 38 518 68.3 73' +52.1 ' -521 +51,5 -51.5 +51.5j -51,6 +b1.5 -51.5 ' 516 51 +555 +46.41 64 (Equal Lite)+55058.3 +56.0 �8.3 455.01 3 51,5 -51.5 +51.5 •51.5 536-9/18" +51.51 +641 46.4 o ar 38-8/16" +55.0-683 +60.8 , -60,8 +46.3 -48.3 -46.3 +48.2 , A5.2 +46,2 45.2 +46.0 -45.0 +d5.0 I -45.0 +45.0 145.0 +45.0 45A +45.0 , -45,0 +45.0 • 45.0 +45.0 , -45,0 +45.01 45.0 udder 31.3/4- +55.0 62.5 78" 31-3/4" thru 39" 3 +55.0 -82.5 +50.6 -50.8 +46.3 +46.3 46,3 +45.21 -05.2 +45.0 -45.0 +46.01 -45,0 +45.0 -45,0 +45,0' -46,0 39-1116" (Equal Lite) +65.0' 62.5 +60.8 -60.8 I Tip-lo-tip dimensions for Range windows shown. For fin windowS or buck dlmenslonS, 9u0i10ot ' Overall sash height. For clear daylight height, subtract 3-9/16". 1 She range includes the standard Pro -View (3-0ver-2 configuration) for the given Window Height, - For overall sash width, subtract 2-16116" from the buck dimension. TABLE 2: Monolithic Glass Types PRODUCT REVISED es complYiaB with the Florida A 1/B" Annealed BuiIJin8 Coda I Irk B Ile" Tempered Accep1fl°ee P.xplmtron DNe ' C 3/16" Annealed D 3/16" Tempered Mlami�e raduct CoN o}r) E 1/4" Annealed F 114" Tempered >� r T Insulated Glass Types G IW Annealed, 1/4" Abspece, IW Annealed H 3/10" Annealed, 3/16" Airspace, 1/8" Annealed I tt8" Tempered, 1/4" Airspace, 118" Tempered j 3116",Tempered, 3116" Airspace, 1/8" Tempered O n 0 d LU � Q . Z Q � Q FIGURE N SASH Q m CROSS SECTION Z Ld Z - -- U) (WITH I.G. CLASS) 8 r (%I A Z �Z Z O T_ II d0 $ LLI L �_ � VISIBLE LIGHT I I SASH HEIGHT � in G9 HEIGHT I II I SASH HEIGHT - 3-0/16' It I I IIa 1O N 2 U Di oZ \v� •2� w NOTES 1) USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS A). _, - TYPES B - J. NOT APPLICABLE WITH 1/8' ANNEALED GLASS (TYPE OR; j Z Tn " Z 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH ON THE TABLE. •, Y�0'•. a HEIGHT DIMENSION SHOWN y�� ' •.,... ..'��`\ '' 0 d tI IIIIII` INSTALLATION DETAILS FOR FIN FRAMES EDGE DISTANCE - EDGE - DISTANCEEDGE EDGE i/4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND -`-I -_ DISTANCE DISTANCE EDGE DISTANCE PER SUBSTRATE, SEE �- 1/4" MAX SHIM TYP. ANCHOR TYPE, TA, 8 THfS SHEET EMBEDMEN7 D AN EDGE 2X OD SEE 2X WOOD, DISTANCE PER SUBSTRATE, -� O NOTEWO2, THIS 2X WOOD, SEE NOTE 2, THIS SHEET SEE NOTE 2, SEE TABLE S, THIS SHEET. SHEET INSTALLATION - EMBEDMENT - OPTION 6 EMBEDMENT I THIS SHEET 1 2X WOOD, HORIZONTAL SECTION C"C 8 CURVED HEADER EDGE ----_,--_ EDGE INSTALLATION DISTANCE �, .._---•_,.-_ DISTANCE ,-'-` SEE NOTE 2, 41 27 TANCHOR HROUGH THE FIN E --� ED THIS SHEET 20 THROUGH THE FIN EDGE 01 }I EDGE 12 B1 10 EMBEDMENT DISTANCE f DISTANCE 1 -._-_ 1111 EMBE F DMENT - --- I 1/4" MAX SHIM A 114" MAX SHIM . 8 11 TYP. ANCHOR 98 PE, EMBED ISTANC D EDGE DISTANCE II q - TYP. ANCHOR TYPE, PER SUBSTRATE. U 9TRATE INSTALLATION EMBEDMENT AND EDGE _/ 2d I _ OPTION 8 DISTANCE PER SUBSTRATE, E TABLE 8 THIS ION - _- -- _ SEE I INSTALLATION - 84 INSTALLATION ANCHOR TABLE THIS SHEET. INS l SHEET. SEE A 8 SH �L _ T 6 -32 OPTION TALLATION A THROUGH THE FIN I-.,-,-.--�- (NAIL.) VISIBLE 3!0 INSTALLATION A3 EXTERIOR LIGHT I - - OPTION E ANCHOR($CREW) T-- VISIBLE LIGHT WIDTH -- HEIGHT 61 30 STRAIGHT HEADER THROUGH THE FIN - '-•"' INSTALLATION ANCHOR BUCK WIDTH EGRESS FORMULAS ' 29 (SCREW) THROUGH THE FIN (EQUAL -CITE) - - 'WIDTH: BUCK WIDTH _ 3" MULLION SECTION HEIGHT: BUCK HEIGHT/2-5-43116" DADE APPROVED MULLION, MAY EXTERIOR - 8 I N VERTICAL OR HORIZONTAL. MAX. VLSI' LE LIGHT FORMULA (� INSTALLAT O _ va HIM. SEE SUBSTRATE f $ E UAL -LIT 2.761" a OPTION % _ PROPERTIES, TABLE 8, THIS SHEET, ( Q �) USE EITHER INSTALLATION - ( )' BUCK LATCH (# 29) OR WIDTH SASH BUCK WIDTH • 4.1116" ANCHOR (SCREW) WIDTH (FIXED): BUCK WIDTH - 3" -HEIGHT 32 BOTTOM LOCK ) - 1/4" MAX. SHIM - HEIGHT; (BUCK HEIGHT -6-1r18")/2 (#11), TESTED THROUGH THE FIN EXTERIOR 8 _ 35 UNIT LOCATION: --- WITH FIN 8-E8" FROM #10 STEEL REMOVED VENT END. TABLE 6: 64 SELF -DRILLING � - --- - VISIBLE I -J' \ SMS (G5) LIGHT �../ HEIGHT 11 EXTERIOR n V 43 ALUMINUM/STEEL FRAMING OR STEEL 31 20 STUD, SEE SUBSTRATE PROPERTIES, TABLE 6, THIS SHEET, NOTES Anchor Substrate Min. Edge Distanae Mtn. Embedment 2-1/7 x .11F Box Nall P,T, Southem Plne (SG • .55) 1/2" 2.711Y' 2-1/2" x , 31" Common Nall P,T, Southern Pine (SG = ,65) 9/10' 2-7/16" 2-1/2" x .146" Roofing Nall I P T Soulhem Pine ( SG - ,55 ) 911 0' 2-7/18" #10 Steel SMS Screw (G5) P T Southern Pine (SG - .85) - 3/4" 1-3/8" Aluminum, 8083-T5 min. Steal Slud, Gr. 33 min. 3/8" O.D38 A39 Steel 310" t18" PROT)UCI' RBVl6ED' w ,miplyi,rg with Ore Fluride / 1) USE ONLY SUBSTRATE 1 I I I , MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE, gutldihg Coda 1/4" MAX SHIM 1 A.wpW . No a13. 2 APPROPRIATE ANCHORS LISTED \Y VY N 4f v,, Revleed By: Dale: - Revblom E. k.tion Onle O/(O _ ON TABLE a OF THIS SHEET, - (,N ....,,. /14 i1 L TYP. ANCHOR TYPE; FOLLOW EMBEDMENT AND EDGE ��4�,.•V10ENSE F•Q JJ 10l10/11 NO CHANGE BY EMBEDMENT AND EDGE --- EDGE DISTANCE LIMITS, ANY P .•' ' , * Revfa.d By: o s. Revleron: Mium ado Product Con DISTANCE PER SUBSTRATE, -� -"•`•, DISTANCE INSTALLATION OPTION SHOWN 7k ,/ SEE TABLE 6, THIS SHEET. C;� MAY BE USED ON ANY SIDE OF THE No. 50T06 J�----� EDi3E WINDON/, fit' - Dee<ApUon: - 0rolva By: ----� T- DISTANCE a• INSTALLATION. _ 2)2XWOODFRAMINGORRUCK ;� 6TnT"e'oF (( W�c FIN FRAME INSTALLATION DETAILS J ROSOWSKI OPTION 6 -EMBEDMENT 1.1/2' THICK OR GREATER, t7 '<T '':. FCORIDP,•''��_� 1N�VENICEOFO03427SE nt1e: Dote: INSTALLATION ANCHOR 2X WOOD, SEE NOTE 2, THIS SHEET 3) VISIBLE LIGHT WIOTH OR HEIGHT `�tS "" CY SINGLE HUNG WINDOW INSTALLATION - 05/11/11 (NAIL) THROUGH THE FIN , S/ E �� P.O. BOX 1529 _ (ALSO REFERRED TO AS DAYLIGHT �' ,,ONA> < t t, NOKOMIS; FL 34274 sedas/Model: Spalq: Drowrng Na. Rev: OPENING) IS MEASURED FROM A. LYNN MILLER, P,E. VERTICAL SECTION D-D BEADING TO BEADING. P.E.#fie7os CERT, OF AUTH. #29296 SH-200 NTS MD-SH2O0-01 A INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETECMU OONORETEtCMU -•--- PERANCHOR PERANCHOR TYP. ANCHOR. OPTIONAL ADDON 13 EMBEDMENT -� REQUIREMENT REQUIREMENT i TYP@, INSTALLATION FLANGE @ HEAD' 3 E SILL 8 JAMBS MS&DMENT AND OPTION 1 ; 1/4" MAX 41 -- 27 EDGE DISTANCE CURVED HEADER- - - _ _- SHIM PER SUBSTRATE, INSTALLATION INTO WOOD - EDGE 12 81 10 SEE TABLE 5, 2X, SEE NOTE 2, THIS SHEET. - �] - 1 �� C'- DISTANCE ". - THIS SHEET. _ EMBEDMENT --- �'- -- TYRANCHOR __JEMBEDMENT TYPE, 71/4" MAX 114 EMBEDMENT _ -_- _ EDGE SHIM MAX ��111111 AND EDGE O DISTANCE TYP. ANCHOR TYPE, SHIM DISTANCE PER ----- 24 SUBSTRATE, - •-�^•2 -- r � -•m- EMBEDMENT AND SEE TABLE 5, 32 EDGE DISTANCE 1 1.466" THIS SHEET, PER SUBSTRATE, 43 64 EXTERIOR INSTALLATION L-- Ii SEE TABLE5,THIS i INSTALLATION I) 38 INSTALLATION � OPTION 3 SHEET. OPTION 1 VISIBLE LIGHT WIDTH INSTALLATION ANCHORS VISIBLE 'STRAIGHT HEADER OPTION 2 IDTH - THROUGH 1X BUCKSTRIP LIGHT I - INSTALLATION ONTO - INSTALLATION RUCK W HEIGHT 61 , WOOD 2X. NC%ANCHORS ANCHORS DIRECTLY - - TIP -TO -TIP WIDTH - INTO MASONRY, �., REQUIRED Pi HEADER. INTO MASONRY, HORIZONTAL SECTION A -A 28 - E O MU T.T -`•-I �-.-- 1(4" MAX. SHIM _ ` #12 STEEL SELP-DRILLING:, C44� SMS (05), SEE 2.761" 9 8 TABLE 5, THIS � jr SHEET r/I BUCK EXTERIOR HEIGHT LATCH1#29)OR INSTALLATION BOTTOM LOCK OPTION TIP-TO•TIP 132 (#11). TESTED INSTALLATION _ UNIT LOCATION: ANCHORS HEIGHT 6-8/8" FROM t35 I DIRECTLY INTO I� 1 B4 VENT END. METAL. VISIBLE I . LIGHT ! II \, ALUMINUM, STEEL FRAMING OR EXTERIOR HEIGHT li / 34 DADE APPROVED MULLION, $TEEL STUD. SEE SUBSTRATE EGR SS F R CAS (EQUAL-LITE) WIDTH TIP -TO -TIP WIDTH • 4" HEIGHT: TIP•TO-TIP WIDTHR - e-6116" VISIMI r LIGHT FORMULAS .(EQUAL-LITE) WIDTH (SASH): TIP -TO -TIP Wi07H • 6.1/16" WIDTH (FIXED); TIP -TO -TIP WIDTH - 4" HEIGHT: (TIP•TO-TIP HEIGHT- 7.1l10')/2 II PROPERTIES, TABLE 5, THIS SHEET. V / I NOTES ��3 �41) USE ONLY SUBSTRATE-Ar PROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS, ANY INSTALLATION OPTION .SHOWN MAY BE USED ON AtI SIDE OF THE WINDOW, 2264" 31 20 lCK ARE TO BE I 1 INSTALLATIONS, WOOD r- 2) MASONRY ANCHORS MAY B USED INTO WOOD AS PER TABLE 5, THIS SHEET, ALL WOOD BUCKS LESS THAN 1-1/2" TH CONSIDERED X INSTALLA N$. BUCKSTRIP, �• 2) IX WOOD BUCKS ARE OPTION L IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER IX AND 2X BUCKS SEE NOTE 2, / (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD SUCK DESIGN AND INSTALLATION 16 THE RESPONSIBILITY OF THE PRODUCTREVISED ENGINEER OR ARCHITECT OF RECORD. ns complyirfg Idlh tiro Florida THIS SHEET. - t I I I, I 1 Deifdin6 ode _ _ 1 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO t 1 / A-Ptt wNo I I-)01 2 LYN Revrsad By: Dates Rairlon: Ea irelten Dn o Ga -- -�- REFERRED TO AS DAYLIGHT OPENING) IB �� pF1y , .. N 4q1/ 4, MEASURED FROM BEADING TO BEADING. �'��',. '�iGENSF • , �F,P JJ 10/10/11 NO CHANGE By� 1!4" MAX SHIM Y' ' Rev7eed By: Dolor Revreron: Mlom1 ndc Product Lant�l- NO ANCHORS CONCRETE PER REQUIRED IN ANCHOR i..O' G(, - ® D-Hpiron: Drown By: FRFLANGEAME SILL REQUIREMENT �'�} (p (D /) �` - - FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI '' STAT OF - 29 -,,.FCORID� \G,\�� 1070 70VE TECHNOLOGY H OLO 34275E IWO: Dote: /Q "" \`�,� P.O. BOX . 34 SINGLE HUNG WINDOW INSTALLATION 05/11/11 ,,, NA(-` 1( NOKOMIS, FL 34274 Sarre> odsl: Scaly. craw np No. Revr VERTICAL SECTION B B A LYNN IAILLER,IP.E. LJ- _ P.E#59705 CERT. OF AUTH, #20296 S, 1200 NTS MD-SH2O0-01 A Aluminum, 6063-T5 min. I Steel Stud, Gr. 33 min. 1 318" 0,0340 (20 Ga)" A36 Steel I a/6" 1/8" P.T. Southern Pine (SG .66) 1 1" 1.3/8" MIAMI-DADEMI EwMIAMI-DADS COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, ANDREGULATORY PRODUCT CONTROL SECTION1 1805 SW26 Street, Roam 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786)315-2599 NOTICE C OF ACCEPTANCE NOA wivrv.miamldnde.eovlucra/ PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials: The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority HavingJurisdiction urtsdicti on AHJ This NOA shall a no be valid t altd 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 fails to perform in the accepted manner, the manufactures will incur the expense of such testing and the AHI may immediately revoke, modify, or suspend the use of such product or material within' their jurisdiction. PERA reserves e h@ - t rl ht t0 revoke vok this acceptance, ' htf ilt is date t•�ni gdetermined b Miami -Dade Iv1t mt D y ads County Product Control Section that this product or material fails to meet dhe requirements of the applicable building code, This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-200" Aluminum 3im,gle Hung Window - N.I. APPROVAL DOCUMENT: Drawing No. MD-SH200-01, titled "Single Hung Window Installation" sheets 1 through 8 of 8, dated 05/11/11 with revision A dated 10/10/11, prepared by manufacturer, signed and seated by Anthony Lynn Miller, P.E., bearing the, Miami -Dade County Product Control Revision stamp with the Notice of Acceptance. number and expiration 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 p name or logo, city, state, . model/series, and fallowing statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code 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 g in the materials, use, and/or manufacture of the product or process, Misuse of this NOEL as an endorsemen t 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, ADVERTISEMENT: 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 140A is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA # 11-0614.01 and consists of this page I and evidence page E- 1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MuBt>�I E COUNTY,1111111111 NOA No. 11-1013.12 rNOW Expiration Date: September 01, 2016 Approval Date: Decernblr 08, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. NW-SH2O0-01, titled "Single Hung Window histallatim" Sheets 1 through 8 of 8, dated 05/1 L/I I with revision A dated 10110/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.& B. `PESTS 1. Test reports on: 1) Air Infiltration 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 4) Forced Enfty Test, per FBC 2411 3,2,1, TAS 202-94 along with marked -up dra-wings and installation diagram of series SH-200 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6479, specimens I thru 26, dated 03/28/11, signed and sealed by Marlin D, Brinson, PY. (Stibtrtifted i,fnder previartrs NOA #11-0614.01) C. CALCULATIONS: I. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, dated 06/08A 1 and updated an 10/07/11, prepared, signed and seated by Anthony Lynn Miller, P,.E- 2. Glazing complies with ASTM E1300-04 De QUALITY ASSURANCE 1. Miami -Dade Department of permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEA'IENTS 1. Statement letter of conformance to the FBC-2007 and FBC-2010, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no fillan(cial interest, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.B. 3. Proposal No.10-1066 issued. -0y BNC, dated 11/09/10. signed by Ishaq Chanda, P. E. G. OTHERS 1. Notice.of Acceptance No. 11-0614.01, issued to PGT Industries for their Series "SH- 200" Aluminum Single Hung Window - N.I., approved on 09i01/ and expiring on 09/01/16, IIIA Man erez, P.E. Product Cont Examiner + NCIA No. 11-1013.12 Expiration Date: September 01, 2016 Approval Date: December 08, 2011 E-1 U In N 1 ZITI m W< DO -.0 '0 Ir K Z_ 00 Q N - $-A>. Ul F- Cl r ID Q1 l!1 (UAIIIIIIIIIIIIII N .. , 0 ITI in co Ix a Z I :� w in w �E. 0 < , . n Q u < Z } m 00) Q 01 � ai . n F 1 fll In w (n rn p jw LU N U. mLL O s 3� WOR R'dt, f.i>r_G . . .J •.. s d'.• -.p:,: rc - -- -- ---- -- --- -------.