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Home My WebLink About37642-37654 Georgia TerA/C Air -Conditioner Adj. Adjustable A.F.F. Above Finished Floor Ft. Foot / Feet Ftg. Footing FX Fixed ' " "`'" Rm. Room Rnd. Round R/SH Rod and Shelf i � II _- EDEE ❑ _J❑❑ - - E❑❑❑ ❑❑❑❑ ®® ®® - ❑❑ ❑; ❑; �� EDE ❑❑❑❑ ILH- - C7 .-a A Q z A.H.U. Air Handler Unit ALT. Alternate Base CabinetG.F.I. Galy. GalvanizedNJ G.C. General Contractor Ground Fault Interrupter r SD. Smoke Detector❑❑❑❑ Square Ft. — �- - ,� _, �• ❑❑❑❑ __ _ _ 9 ,,..._... .:. ; ❑❑❑❑ . ❑❑❑❑ i - - as a B.F. Bifold Door G.T. Girder Truss 011. 01IGIVCJ 5 � co Bk Sh Book Shelf Hdr. Header SHT Sheet w v� S.L. Side Lights v5 Bm. Beam Hgt. Height a w w SOT. Bottom HB Hose Bibb S.P.F. Spruce Pine Fir B.P. Bypass door Int. Interior Sq. Square Brg. Bearing K/Wall Kneewall � o H S.Y.P. Southern Yellow Pine C/5 Cir. Circle K.S. Knee Space Temp. Tempered z Thik'n. Thicken Clg. Ceiling Laun. Laundry T.O.B. Col. Column Lay. Lavatory Top of Block .. v Comp. A/C Compressor L.F. Linear Ft. T.O.M. Top of Masonry C.T. Ceramic Tile L.T. Laundry Tub T.O.P. Top of Plate Dryer Mas. Masonry Trans. Transom Window Dec. Decorative Max Maximum Typ. Typical TOWNHOMES Ded. Dedicated Outlet M.C. Medicine Cabinet UCL Under Cabinet Lighting UNIT _.— _ e � , Dbl. Double Mfgr. Manufacturer U.N.O. Unless Noted Otherwise Dia. Diameter Micro. Microwave VB Vanity Base t Disp. Disposal Min Minimum Vert. Vertical A�Qt- 4 V'k� Dist. Distance M.L• Microlam V.L. Jersalam _ D.S. Drawer Stack Mir. Mirror VTR Vent through Roof I - D.V. Dryer Vent Mono Monolithic W�� Washer i 1 � W,f With D.W. Dishwasher N.T.S. Not to Scale W/C Water Closet E Ea. Each Opn'g. Opening E.W. Each Way Opt. Optional W.A. WedgIf e Anchor 1 Elec. Electrical Pc. Piece Wd Wood 3 �� Elev. Elevation Ped. Pedestal WP Water Proof 6S� <t Ext. Exterior P.L. Parallam Exp. Expansion PLF Pounds per linear foot F.S.C. Florida Bldg. Code ! Pit. Ht. Plate Height Fin. Fir. Finished Floor Pit Sh. Plait Shelf F.G. Fixed Glass PSF Pounds per square foot Fir. Floor P.T. i ressure Treated Fdn. Foundation 1 Pwd. Pov,(der Room REVISIONS 01/ 1/11 1.00 NEW CONFIGURATION Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a Trial approval c4l the submitted plans. It is the contractor's sole respons i , 't';' ,,) endure that the plans are in i complete compliance v/ith ail applt )le NFPA codes and MEAN ROOF 15 FT. HIGH TYPICAL i local ordinanice :1 The even' that i-ninerexamination or FOR SINGLE STORY HOMES site ins;' ection r� uIs area , Of rlcn-compliance, it shall be the contractors ` respuYl i y. �Y t,":'ir sale expense to MEAN ROOF 30 FT. HIGH TYPICAL bring tiloSe g in con? i ance The City as no _ FOR 2 STORY HOMES responsibility for the contrac,or'S failure to be in compliance THIS DRAWING AND DESIGN IS VALID with ell up ilicable I` FPA Codes and loom ordinances. FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors F It is the intent of Designer/Engineer listed in the titieblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors PL N ) H YE E . are required to review all the information contained in these Z I A H 'S documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any Man errors, omissions,or misinterpretations undetected and not reported to ItAAwe ' the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the found in these plans should be directed to our Quality Assurance NUBMITTED PLAN(S) HAVE SEEN REVIEW1116 Manager at (407) 880-2333 immediately. No backs harges will UNIT TOWNH 0 MmY ZEPHYRHIL S MARS 'S OFFICE be considered for reimbursement by the Designer/Engineer Date: /� without advanced notification and approval by the Reviewer. Designer/Engineer. Payments will be made in accordance to the terms of the agreement. I � x MID 5 a� i.�� N Q) 1Z9 E C)CO Cr.to Q) _c, Z, 1� Qs L) Q c� cc r. 13 �. Ilk Lu 96 Q®,�Oy cis �t To the best of the engineer's knowledge and understanding.- the strixwrai plans and specifications oomph; with the 2007 Florida Building code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. - - p Vi 9 C) ryLtJ �- ;. s V) a) I iti ill oo ue aiyl�'k�L, Ln vo g Ce 0 t71N af ! ` `-Y .A. 00 G,. , u y ill LU I ul�f•-y xZU0 2 UJ zip �t9 a<rut. +� IhIb Iu-> r" rml rs� ; c'3 ID<oc� C,!a�un °ice X � ® 4� UJ > 0I 1 _J SCALE _ AS NO -FED PLOT DATE 03 13 112011 VERSION NO. -- -A-- SOB NO: 1 ❑ 10444 SHEET NO. f T_ E U� Room 1 Wall T-O" Room 1 Wall 1'-0" 2-6" 9" 2'-0" i Room 1 Wall Room 1 Wall ot 3'-6" � V-6" 10" 10" 2'-9" � 10" L 10" 2'-0" CABINETS ABOVE ©oo 00 0000 WASHER DRYER (OPTIONAL) (OPTIONAL) L LAUNDRY INTERIOR HOMES SHOWER OPTION GUEST BATH MB2 KITCHEN - K2 INTERIOR UNITS 8 @ 36- A.F.F. FOR POSSIBLE SHOWER GRAB BAR PER ADA REQ. REINFORCE WALL 1F TO IT AF.F. FOR POSSIBLE WALLH BENCENCHSEAT PER ADA REQ. 26 BACKING ADA REQUIREMENTS - BATH KITCHEN MASTER BEDROOM ARCH SCALE: 318' =V-V 26' 8" 14'-0" 17-8" 3'-8" 10'4" A 11'-81, '-0" 3'4" T-0" 3'-8" 01 C (2) 25 SH EO EGRESS C OVE RED SITTING PATIO ROOM = 9'-4" CLG. A.F.F. CONCRETE _ N " -- b b Efl 9'-4" FLAT CLG. CARPET ((, °O 2868 13'-0" — eo 2' 0 L. T-8� � 2'_0 '-6" M 10'-10" 00 Cl) ■. 8080 S.G.D. - - �- ARCH 1 F O N o co 2868 - I I o r I LIVING MASTER I 19'-4" ROOM 9'-4" FLAT FLAT CLG. BEDROOM 1 CLG. v 9'-4" FLAT CLG. _- - o 9 CARPET EO 10'-4" TRAY CLG. I - CARPET 2-6" - TYP. - ^ b 1 N to -- L--- - - - - -- - - - 5'-104" 13'-04" - 2'-2" 4'-11" 01 - - -0 io ti 3 -3 0 DINING zo =Nam - 11112111 ____ ARCH (T-O" R&S 9'-4" FLAT CLG. TO 7-8" TOP - - - - - - - -, CARPET OF ARCH). I `a ( U) M _ O EV � WIC LO Cl) 0-31 - DBL. 9 ^ I 1 2668 BF 2668 3�_7�� 6' 5„ o R&S 2668 -- _ N - - O �A' / / T R . / %- - - - - i - _ o in ' BATH Cl)M 0 - U ED 9'-4" FLAT o -__ CLG. 26688C° r / o CY- O in - TILE „ 3 O -� K2 o O w - o 1 p DM T Z SIM. w/ SYP Q - „ STUDS @ 12" I I � x - KITCHEN °` = 9 I 3068 BF o O.C. S R. AN I G 9'-4" FLAT CLG. TIL O w/ STUDS C' - -- LO c� TILE S3 7' @ 12" O.C. S3 REF 2 _ 3 1 a 5'-04., 3'-4" 5'_0" 2'_ „ O `fl 5-SH - _ _ N H4 N 206 Im S4 BF H4 N 5-SH 2068 s3 M q - 2868T 7(3) 2868 0 2868 � zt I eo 'I \ I N - 2x4 #2 SPF w/ LT 20B LALUNLG I of = BATH 2 w/ 3/4" ANCHOR BOLT & 9- cD - 4" FLAT CLG. (10) 16d NAILS TILE - TILE DBL. �I i R&S L? 2668 BF - - - - _ _ 2868 0 2868 2668 Eo BF LDWH. - '1� 5'-6" 4-94 3 5-04 10'-8" - _22,.x;36h 0 c4 2868 <' ATTIC � FOYER' - ACe�Ss o 9'-4" FLAT CLG. N - \ TILE q ■ zo -- BEDROOM 2 SIV G.T. 3068 - 9'-4" FLAT CLG. CARPET �� \ - - 1 - -ENTRY - 07 9'-4" CLG. A.F.F. - N CONCRETE 1-CAR GAR A E EGRESS - - -- It - - - 9'-4" FLAT CLG. co ■ ■ CONCRETE (2)25SH - - - - ---- G.T. - 2'-4" T-O" 2'-4" v - - - --- o 10 `r 10 2'-8" op- - fi�9'-01, 10 - o 9 ■ in 60 -_- K I - S4 - o - E0 I O I - I I - ■_ 8070 GARAGE DO 4'-0" 1'-10" 8'-0" 1'-10" 11'-8" _ 15'-8" 11'-8" -40 op _ 27 -4 U N HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP WI \ 1/2" FLITCH PLATE �(2) - 2X10 #2 SYP W/ H3 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ <H4 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 (2) - 1 314" X 9 1/4" H6 LVL 2.0E Fb=2950 (2) - 1 3/4" X 16" H7 LVL 2.0E Fb=2950 " VERIFY VV/ PLAN CORRECT LENGTH OF HEADER REQUIRED * SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS IIT 1398 - FLOOR PLAN SCALE: %4'=V-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" DA +33.4 / -36.2 © +33.4 / -44.8 © +31.9 / -34.7 DD +31.9 / -41.8 ® +29.9/ -32.8 OF +29.9 / -37.8 GO ONE SEE SN SHT. 120 MPH ® SEE SN SHT. If water based ceiling texture material is used, Provide''Y2' gypsum board for 16" O.C. Framing, or 5/8" gypsum board for 24" o.C. Framing. Note''Y2' sag -resistant gypsum board may be used I.L.O. Of 5/8" gypsum. 5/8" type 'X" gypsum board must be installed on garage ceiling beneath habitable room(s). R309.1.1 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 minute fire rated door. Any accessible space under a stairway shall be protected with ''Y2" gypsum board. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. The exit alarm shall produce a continuous audible warning when the door or window are opened. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. The garage shall be separated from the residence and its attic by not less than 1/2-inch(12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. R613.2 Window sills In dwelling units, where the opening of an operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4-inch-diameter (102 mm) sphere cannotpass WALL LEGEND 9'-4" TOP OF MASONRY WALL PanMIS- !s�!�!��,��iO��s�OA�gemwk M_ TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING 1400 S.F. GARAGE 241 S.F. LANAI 101 S.F. ENTRY 21 S.F. TOTAL SQ. FT. 1763 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4._1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. W N N m Ot>3 }, co N ru o 0 r, U NCj O OMp EO vNi m tb "t U 70 rt3 y= T (> � N O U jao0) a m r cn o Q t; 0) 0 B D® N C B D C �w6 P ��•� k 2r� q c, 10 0 UJ a' ao o To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O N M Z ate_+ ro 0 O O CD L] MN � r� o, F— M LL. L�N z-r-" ,- z 0) fu LUJ W J O fa N LO V m Q z LU wLLo J Z 4 w al W on ¢ > 0� M 00 vFgLnoO O Z r Z Q U r-I t--I z¢<U2:< =Y: ~51 0 C7ZpWn- W g J Ln T� 0�03: U = O W N J T I a O Z 0 III W OJ T� J � i $ � J Boa Lu a W 0 o o �1zmo O O w ~ F- J a U~ w H o 01 Z F- as WOnj p� wU O LL z Q W O ^` �/� J 00 W j Q200 lie 0 O ,Ln-! M r z J O w J � Y W Qa�* z o a u_ > g Z H 0 a SCALE AS NOTED PLOT DATE : 03 / 31 / 2011 VERSION NO. 1000 JOB NO: 11-0441-0444 SHEET NO. 2 Room 1 Wall T-O" 1111 " 2'-6" 9" (3'� 2'-0" L Room 1 Wall 3 Room 1 Wall Room 1 Wall 00000❑ O DW 0 00, 3'-6" 1'4" 10" L 10'° 2'-9" 1_0"L 10" 2'-0" or or or 411 or CABINETS ABOVE 0 0 o O I 0 0 0 0 I O& WASHER DRYER (OPTIONAL) (OPTIONAL) LAUNDRY INTERIOR HOMES SHOWER OPTION GUEST BATH KITCHEN - K2 INTERIOR UNITS REINFORCE WALL @ 36' AF.F. FOR POSSIBLE SHOWER KITCHEN GRAB BAR PER ADA REQ. REINFORCE WALL 17" T O' A.F.F. FOR POSSIBLE BENCHWALL NG BENCH SEAT PER ADA REQ __�_/mBACKING MB2 ADA REQUIREMENTS - BATH 0 n T-8" 1-4- 1 L1 14'-0" 10'-4" T-0" (2) 25 SH EGRESS MASTER BEDROOM 9'-4" FLAT CLG. CARPET 12'-11 T-O" Zft 2868 9 V MSTR. BATH )9'-4" C FLAT CLG. - TILE 05 v c� 5'-4" T A.F.F. FLEX ROOM 9'-4" FLAT CLG CARPET ■ 1 V-8" COVERED PATIO 9'-4" CLG. A.F.F. CONCRETE 1'-6" 10'-10" 8080 S.G.D. - CV 2868 c° 5'-114 01 2868 u') WIC I V) co i7 7 � IN I v I ' 31 I I _Q, 3' v SIM. w/ SYP G STUDS @ 12" S3 5'_04" O.C. - D o 5-SH = ' T S3 = �__>_ 2868 - - I[OD2868 �1e (3) 2x4 #2 SPF w/ LT 20B BATH 2 w/ 3/4" ANCHOR BOLT & 4' FLAT CLG. (10) 16d AILS TILE ,r, --R&5--- - N 2868 2668 BF 2868 _ OP 2'-4" 2'-8" BEDROOM 2 9'-4" FLAT CLG. CARPET EGRESS (2) 25 SH T-O" 1 L1 LIVING ROOM 9'-4" FLAT CLG. CARPET r; N 13'-0'4 01 DINING 9'-4" FLAT CLG. CARPET 3-1 i i ii O o ��Qy o O� N 3 0o III K2 0 p c� D/VV r Z KITCHE 11 IS -, 9'-4" FLAT CLG. l @ STUDS ( G TILE REF @ 12" O.C. S3S3 /1 I M 3'-4° 5'_0� L. 2' " 01 Q S4 D b 2068 BF °' 2068 Z: iv 5-SH 4__ F S3 rii 7�� I �I LAUN. �, 9'-4" FLAT CLG. TILE I �_ DBL. of � 2668 BF 2868 10'-8" F - -„_22�r38 I ' - ATTIC Ic ACCESS FOYER L----- 9'-4" FLAT CLG. TILE T 3068 V - U•1• 1 r ENTRY 07 ' 9'-4" CLG. A.F.F. a CONCRETE 1-CAR GARA E - - - - - - - -- 9'-4"FLAT CLG. - CONCRETE - - -- - - - - - -- - 24"- or I - I I - ■ - I I I I I I _ S4 IL 11'4" 4'1 1'-10" 8'-0" 1'-10" 15'-8" 27'-4° 80 HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP N// 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X10 #2 SYP W/ H3 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 H5 LVL 2.0E Fb=2950 - (2) - 1 3/4" X 9 1/4" H6; LVL 2.0E Fb=2950 (2) - 1 3/4" X 16" �7> LVL. 2.0E Fb=2950 * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ' SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 60 00 C? o0 �0 UNIT 1399 -FLOOR PLAN SCALE: Y4"=1'-O" OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +33.4 / -36.2 © +33.4 / -44.8 +31.9 / -34.7 +31.9 / -41.8 (J +29.9/ -32.8 O +29.9 / -37.8 G SEE SN SHT. 12Q MPH SEE SN SHT. 1�jo General notes If water based ceiling texture material is used, Provide'Y2' gypsum board for 16" O.C. Framing, or 5/8" gypsum board for 24" o.C. Framing. Note Yi' sag -resistant gypsum board may be used I.L.O. Of 5/8" gypsum. 5/8" type "X" gypsum board must be installed on garage ceiling beneath habitable room(s). R309.1.1 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 minute fire rated door. Any accessible space under a stairway shall be protected with Y2" gypsum board. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. The exit alarm shall produce a continuous audible warning when the door or window are opened. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. The garage shall be separated from the residence and its attic by not less than 1/2-inch(12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. R613.2 Window sills In dwelling units, where the opening of an operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4-inch-diameter (102 mm) sphere cannotpass WALL LEGEND MEN Birl�r��r�� TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING 1400 S.F. GARAGE 241 S.F. LANAI 101 S.F. ENTRY 21 S.F. TOTAL SQ. FT. 1763 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. rn L .N j E Vi C l_ N -0 c. 0�� O N NNr. oc,)0 0 � m N d U N A co 1.0 CIO f6 _ L 0 m N O U Lao+ 0 a00 izz,0 m �- 6 A D B D. N C B.p \ 0 C XP o CD o LO 1 W co 0 0 ` "Igo U) ^ �' N 6 s 8Z d U a To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O '-4 M N M o f z.+!-'M 6 O1.0 Iq (n > 1`111 O Q ajMl� > �--1 Q 'i r6 t � � N � N L Z = 4-J 0) fa J LU LLU C:) a) to (ll Ln U mi ,--I z LU 0 Z WLLo J � wZco ►-� i --M:(ao0 M w T I ~O z r z 4 U Q U TI z _��wf-Z Q Q Q ® 1 c�z0kaw cegLu of LO TI 0��0 U=0bujN TI ~ o- ZOO Lbw J O ``7—^1 W J l0 III I TI Lli z i J a. Lu u,,®< ¢ZUn u,000� U~`�m° z O obu, za01zz O WC1a7 M <LI<F- D Q 1 R;g O o- LU C:)Q��a 1 ww0u-za¢ =) oC Ll� M ��8Z 1 a LL Lj z< ,--I r I s— J 0 seU.,O ¢ - Z 0 H a LL W (� z Z g Z Oo SCALE : AS NOTED PLOT DATE : 03 / 31 / 2011 VERSION NO. 1000 JOB NO: 11-0441-0444 SHEET NO. 3 T 1- 1 N 1 ii. I_ __ _ _. _ _ _-:.- -_ --I - - __... --� __i-I;g;j., It A.r . iiW a It 3'-3" 3'4" 10 6'-10" OF CABINETS ABOVE C o� ce l WASHER DRYER (OPTIONAL) (OPTIONAL) A L ` LAUNDRY EXTERIOR HOMES SHOWER OPTION GUEST BATH KITCHEN - Z( K EXTERIOR UNITS REINFORCE WALL @ 36' A.F.F. FOR POSSIBLE SHOWER KITCHEN GRAB BAR PER ADA REQ. REINFORCE WALE 17"T019"AF.F, \\ FOR POSSIBLE WALL HUNG BENCHSEAT PER ADA REQ. 26 BACKING MB2 ADA REQUIREMENTS - BATH 0 N v 1. 9. 0. y� 27'-0" 1 14--0" 13'-0" 40 3'-8" 10'4" 11'-8" A'4" 1 L1 EGRESS 0 MASTER BEDROOM 9'-4" FLAT CLG. CARPET T-O" 12'-11 .2868 . D Zo MSTR. �� BATH (I U 9'-4" FLAT \�� CLG. TILE 06 3'-0" F7�O � 5'-111" 2868 WIC 00 rr ------------� COVEREDV PATIO 9'-4" LG. A.F.F. CO CRETE 2'� 11'-0" I 8080 S.G.D. 5'-4" _6" 2 _5a I 60"x36" HW AN I - i•�v I UI ING ROOM 9'4" LAT CLG. C RPET I r 00 0 LO O , N CI A S3 v 00 r v = o A 0 LO Cl) N (V I � iio - T A.F.F. R&S `b S-6" - . .. 3068 FOYER F 5—SH c ENTRY - - _ - - - - N 9'-4" FLAT CLG. 9'-4" CLG. A.F.F. REF 2068 6� - TILE CONCRETE 3 _ -- a rI z 0 K 1 00 T - K HEN A Ic O 0 1 9'-4" FLAT CLG. STUDS 42" HIGH ip I D TILE 12" O.C. KNEEWALL DINING � N S>� DISPOSAL _ SINK W/ G o 9'-4' FLAT CLG. FI I S3 `" CARPET A = - DNV n — -- `I- T — I '-p" I 9-114 O Lo o -- L---J - - N M YYY L,i„i Q G D 5-SH Q I� = o H4 S4 S3 ILE/SH ER 668 BF ,' b 0 T A.FI II eo o O 2'-84 6 0. ' - 4`-0 - N CRYLI BATH 2 -- - 28�-68 00 T-0" LO 9'-4" FLAT CLG. (3) 2x4 #2 SPF w/ L S20B TILE w/ 3/4" ANCHOR BOLT & - NORENROMM 3068 (10) 16d NAILS F771N DEN DW.H."' BEDROOM 39 w = 9'-4" FLAT CLG. w N CARPET T-04„ 4'-0" �_4 3 7 34 - i or �'�x"3� 2868 2868 ATTIC DBL. 0?0 1 ` ACCESS 2668 BF v _ 07 N A in / to 9 o I ----- - "' --- S3 DBL. - - 1-CAR GARAGE 2668 BF I ---- R&S I r I17 9'-4" FLAT CLG. OI I Cl)1 05 "' CONCRETE I 2668 Iro 2868 - N ro -_ I F_ � I G.T. 00 F-= I I o - BEDROOM 2 - K j E 9'-4" FLAT CLG. - / CARPETto - ___ -_ ip 10 "77" 8070 GARAGE DOOR 1 (2) 25 SH EGRESS 4'-6 T. 0" 4'-6" 41 1'-10" 8'-0" 1'-2" 8'-0" 8'-0" 11'-0" 16-0" op 10 27'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ H2 1/2" FLITCH PLATE (2) - 2X10 #2 SYP W/ H3 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 H5 LVL 2.0E Fb=2950 (2) - 1 3/4" X 9 1/4" H6 LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 "VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS o:� rp v � O H UNIT 1501 - FLOOR SCALE: %4"=1'-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" ® +33.4 / -36.2 © +33.4 / -44.8 © +31.9 / -34.7 D) +31.9 / -41.8 O +29.9/ -32.8 OF +29.9 / —37.8 G SEE SN SHT. SEE SN SHT. Ow 120 MPH General notes If water based ceiling texture material is used, Provide''Y2' gypsum board for 16" O.C. Framing, or 5/8" gypsum board for 24" o.C. Framing. Note Y2' sag -resistant gypsum board may be used I.L.O. Of 5/8" gypsum. 5/8" type "X" gypsum board must be installed on garage ceiling beneath habitable room(s). R309.1.1 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 minute fire rated door. Any accessible space under a stairway shall be protected with %' gypsum board. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. The exit alarm shall produce a continuous audible warning when the door or window are opened. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. The garage shall be separated from the residence and its attic by not less than 1/2-inch(12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 112 inch (12.7mm) gypsum board or equivalent. R613.2 Window sills In dwelling units, where the opening of an operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4-inch-diameter (102 mm) sphere cannotpass WALL LEGEND 1 ••. ' . I ,MINU'��2�?a�A. TYP. 2x FRAME WALL 17,77, BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING 1517 S.F. GARAGE 260 S.F. LANAI 104 S.F. ENTRY 20 S.F. TOTAL SQ. FT. 1901 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED PLAN / LIVING) NATE PLUMBING AVOID PLAN �J CONFLICT WITH STRUCTURAL WD OCOL. 0 m C (D U) N ll 0 vi C 0) (D H E 00 O � rru N O NN a`oo 0 O N CCm td d O _0 O w N .� M 0 ra - i O 0 M 0 N 0 ® IA y Y 000� a ao o Q f\ LO 0 rn � 0 AN C B D C P - B D. mrn �• t.:y`• �`, J `g �a� �� '.gym Ory I.. 0 � 6z S � � Q e L0 4 To the best of the en rh"" k nowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O tV Ch Z � cf. 0 O Ln r>-I M� C:) 9 ,--t di O� -mru •L IO d- LL Z EC L N ai Z 4-J Z W� C:)ro LO N Lo V rl LL a Z Z 0z W w�0 J W Zi,-�d Lu ��<z 00 V)00 t=Z�zaU r—I o' ZOO-(X wl-z C �gLkoJ Ln 8 to Q ce T� 2 O W N F-apzp C:)ti LU z J rl to N H � Ln f L `>/' ~O g Z Z a J SCALE : AS NOTED PLOT DATE : 03 / 31 / 2011 VERSION NO. 1000 JOB NO: 11-0441-0444 SHEET NO. 4 H I L�I, � 1. : 111"11-T-117-Y 17 _;i I __1 III, U) 0) U) -q) (Z COY) N L/� C 4- (3) E O o co C) �0' 'm\' E 0 0 V) sin rz 0) I'D C co Nco IL CY) 0 C\l As' Mk, 0 -0 MR 0 co , 00 0- N Ln 0 rn A U W 77 LO 6 0 LLI LO z LL 0 LL LU -5 < Ut 4 cc r, o cc M -z7 Z. U P To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. C) T-q f%4 fy) (3) Ul) :!=! fn 0 =;6 U) > r-, CD P--q fn CD > fo LL N < = 4-5 z 0) fo z Ui W —J C:) ra Lr) Ln Ln z z Uj z0 LU Li- LLI z 5C 1z SE 00—j . z �x MU 0 0 ZO 9 Z- LZE ZZ IS z 0 1: 1 :5 'LjU coy U = 'U'� uj N OZ@ LU M z LL, C) T--1 V) ko > Ln < 0Q t-, � Z 1 0 UO 01 L,-u V) 20' 2 z Z 0z'�� Z. .e I-- a 20� Z' z 00 �Wi ow 2 -Zit P0 0ol-x 0 h- L>U 0 LL Uj c) LU o' Lu v-, M.: 0. => < z '� 0 C e 57 LL Ln x z 0 z < O W U-1 Lu z Uj U) P0 g m z SCALE AS NOTED PLOT DATE: 03/31/2011 VERSION NO. 1000 JOB NO: 11-0441-0444 SHEET NO. 5 1 V-0" A. F. F. PLATE HEIGHT_ 9'4' A. F. F. _ _ _ _ _ PLATE HEIGHT _ _ 7'-0" A. F. F. _ _ _ _ _ _ WINDOW HEADER HEIGHT 0'-0" FINISHED FLOOR - - 6" SCORED BAND 8"SCORED BAND GABLE VENT MN 4"SCORED BAND CEMENTATIOUS TEXTURED FINISH TYPICAL CEMENTATIOUS TEXTURED FINISH TYPICAL 11 FRONT ELEVATION SCALE: 3/16" = l'-0" 11'-0" A.F.F. PLATE HEIGHT �= _ - 9'-4" A.F.F. PLATE HEIGHT _ 8'-0" A.F.F. DOOR HEADER HEIGHT WINDOW HEADER HEIGHT 0'-0" FINISHED FLOOIj_ _ _ _ 4 _ 6" SCORED BAND CEMENTATIOUS \_CEMENTATIOUS \_CEMENTATIOUS TEXTURED FINISH TEXTURED FINISH TEXTURED FINISH TYPICAL TYPICAL TYPICAL REAR ELEVATION SCALE: 3/16" = 1'-0" GENERAL NOTES VENTILATION CALCULATION FORMULA =FBCR 2007 Sec R806.2 S.F / 300 (1/300) / 2 (INTAKE vs EXHAUST) *144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH REQUIREMENT UNIT-1501 UNIT-1398 UNIT -1399 1901 TOTAL S.F. 1763 TOTAL S.F. 1763 TOTAL S.F. 457 SQ. INCHES 424 SQ. INCHES 424 SQ. INCHES OF VENTILATION OF VENTILATION OF VENTILATION REQUIRED REQUIRED REQUIRED ROOF CRITERIA 12" OVERHANG U.N.O. PLUMB CUT FASCIA ROOF PITCH PER ELEVATION G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. R703.6 Exterior plaster. R703.6.1 Exterior use of portland cement piaster shall comply with the application requirements of ASTM C 926. R703.6.2 Installation of exterior lathing and framing shall comply with the application requirements of ASTM C 1063. R703.6.3 Where cement plaster (stucco) is to be applied to lath over frame construction, measures shall be taken to prevent bonding between the cement plaster and the water resistive barrier. A bond break shall be provided between the water resistive barrier and the cement plaster (stucco) consisting of one of the following: 1. Two layers of an approved water resistant barrier material complying with Section R703.2, or 2. One layer of an approved water resistant barrier complying with Section R703.2 over an approved plastic house wrap, or 3. Other approved methods or materials applied in accordance with the manufacturer's installation instructions. ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. O U) AIL' W o N lJ 0 CU co a� o�a00o LU 'O O ono E � m N �? :2 CEO Fm m >` M �YN O N U CLo0) ' a CO o to o 't 't V 0 A N C B D C i T O Za may( ^^¢ �a LL _ W Iii Q rn Z ® U . �7 spy t To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. p 0 '--I M N M Z M O V) 0 �o j N M C) Q '� ry 0 � � d- z fu N N Z='-'`� 0) ry W J WC) 0) Ln U In mi Q Z W � WU-o J LUZZ -tea 0 UF- pZO V)o0 z < 0 rl z< Uz< 2: ~ z C,) W g J y, ON172�' U=wN O F-UO 7--I - a O ZOO L w J O Z V 0 N J Q i--i ,--I ,Ln—I W JJ Wa J W Q O W H < N Q ^^ w�0 � U Z U � O P LzmP O W z0'...��zz O W F O o 8) Z w Q p w z O O F- J Q U ¢ F¢ u Z 0 - W rQ > 9 O a W p z QWW�o WOLLZQ 0 L ZDQ NLcr)),xOWQ J �-' Y w as~� C)W Z Z O > g Z0 a LL SCALE AS NOTED PLOT DATE : 03 / 31 / 2011 VERSION NO. 1100 JOB NO: 11-0441-0444 SHEET NO. 6 SCORED BAND 8"SCORED BAND 7'-0" A.F.F. - --------- -- --------- WINDOW HEADER HEIGHT 6"SCORED BAND -- --- -- -- --- --- -- -- - %--- -- --- -- --- --- --- .- -- -- - - ----- - - - --- --- 0'-0" FINISHED FLOOR 8"SCORED BAND CEMENTATIOUS TEXTURED FINISH TYPICAL _ _ 11'-0" A.F.F. PLATE HEIGHT _ 9'-4" A.F.F. PLATE HEIGHT 6" SCORED Ll BAND wl tP 0'-0" FINISHED FLO OR SHINGLE ROOF TYP. CEMENTATIOUS TEXTURED FINISH TYPICAL 8" SCORED BAND LEFT ELEVATION SCALE: 3/16" = T-0" RIGHT ELEVATION SCALE: 3/16" = 1'-0" GENERAL NOTES VENTILATION CALCULATION FORMULA =FBCR 2007 Sec R806.2 S.F / 300 (1 /300) / 2 (INTAKE vs EXHAUST) *144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH REQUIREMENT UNIT-1501 UNIT-1398 UNIT —1399 1901 TOTAL S.F. 1763 TOTAL S.F. 1763 TOTAL S.F. 457 SQ. INCHES 424 SQ. INCHES 424 SQ. INCHES OF VENTILATION OF VENTILATION OF VENTILATION REQUIRED REQUIRED REQUIRED ROOF CRITERIA 12" OVERHANG U.N.O. PLUMB CUT FASCIA ROOF PITCH PER ELEVATION G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. R703.6 Exterior plaster. R703.6.1 Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926. R703.6.2 Installation of exterior lathing and framing shall comply with the application requirements of ASTM C 1063. R703.6.3 Where cement plaster (stucco) is to be applied to lath over frame construction, measures shall be taken to prevent bonding between the cement plaster and the water resistive barrier. A bond break shall be provided between the water resistive barrier and the cement taster stucco consisting of one of the following: p ( ) g e 1. Two layers of an approved water resistant barrier material complying with Section R703.2, or 2. One layer of an approved water resistant barrier complying with Section R703.2 over an approved plastic house wrap, or 3. Other approved methods or materials applied in accordance with the manufacturer's installation instructions. ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. �O LI+ W OC N N co N vi C v N T H Mo o�a00o U (n O OLn O O -n M U �c N �LLca >✓ mY �YNo� O°' � fill U ] a ao s coQi:z, o 't LO o :5 0 A E N C B D6C �g 10P�v.3p�9�aO wr E. iq Q) 0 O 9R� fp dd � Z 0 0 ®A U To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. f'M N M Z � M r OULn � j t\ o Q � CD (y) > a L rn -ro H f n N n Z LU wJ J fu `p Lrn U Ln z O w0zW i J UMZ L M W Lu OF-2:U)o0 F- Z} z¢ U ¢ogQ Z T� 2 w Z Q U Z p a w i Lri agU o 0 V) U = O w N ~a0ZO Lij X: w J JC:) T 7 g N 0 > n Q / 1 1 1 1 J J w ¢ w < z U w C 0 0 F- ~N cc O~zz L OO w o0 zd~LL w _2 O -Zit III—, w aUa h-4 _j QLLO9O azO00 O w W O LL zWo � � Z >>ad O X LL z C X Z L i 0 T I I J Y w ¢ a LL w U-) z V_ z 0 g 0� SCALE AS NOTED PLOT DATE : 03 / 31 / 2011 VERSION NO. 1000 JOB No: 11-0441-0444 SHEET NO. 7 GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R313.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2008 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2008 NEC, 406.11 8. R313.2 1 carbon monoxide protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R313.2.2 3 combination alarms: combination smoke/carbon monoxide alarms shall be permitted if each meets the applicable UL standard. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source - and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER w.P. WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET I-� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE O; RECESSED INCANDESCENT LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN 4P.C. TRACK LIGHT CW� FLOURESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 0 PUSHBUTTON SWITCH (OPTIONAL) SMOKE DETECTOR UNIT 1501 LU NIT 1399 NIT 1398 UNIT 1501 SD CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT WM ELECTRIC METER a ELECTRIC PANEL -� DISCONNECT SWITCH SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN v J <1W CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. FAIR HOUSING ACT REQUIREMENTS: OPERABLE PARTS OF THE CONTROLS FOR LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIROMENTAL CONTROLS MUST BE LOCATED NO HIGHER THAN 48", AND NO LOWER THAN 15", ABOVE THE FLOOR. IF THE REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE, AN OVERHANGING SHELF) BETWEEN 20 AND 25 INCHES IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FOR FORWARD APPROACH; OR 46" FOR SIDE APPROACH PROVIDED THE OBSTRUCTION (FOR EAXMPLE, A KITCHEN BASE CABINET) IS NOT MORE THAN 24 " IN DEPTH. OBSTRUCTIONS SHOULD NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL. SMOKE DETECTORS SMOKE DETECTORS SHALL BE IN ALL SLEEPING AREAS, SHALL BE INTERCONNECTED, SHALL BE WITHIN 1' TO 3' OF PEAK, AND SHALL BE 3' FROM THE SUPPLY OR AIR STREAM, AND EQUIPPED WITH BATTERY BACK-UP. ALL SMOKE DETECTORS TO BE ARC -FAULT PROTECTED. ELECTRICAL PLAN SCALE: 3/16"=1'-0" O C U) N 0 u V N vi C F— � N -0 Moo 0®00°0 M U N M0 0 O N chit o m co : O 0)o- m �� M N ro >r O 4 N O N U Sao°' 3 0. 00 0< 11 U) o It w 0 B D.ID N C B D-C P O V N N Z W i r 7 000 r (n ^ ^ O ° ° Z LL N W a C ai�v V > J . tr W W U¢LLB ` a ¢rn Z O m mN CIO 3 mZ ly M LL tog my Z ¢ O W a n ¢ U Ln ' O Q ct To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O T__4 M N M Z � M 0to6 > r�' O O Q N M Q '> rLt 0 LL r'j z 4-J Z 3 J WC:) W fo Lo U Q z w J wLLo ul WLU maW2g 00 �vto0 pz�_Z Ln J �$ Boa LU a z Waoo� Q U~ V t m O W .� Z Cy Z Z WWoz0O Qz 00 J ~ < _j O o g u,¢ i3 J ~ l z LL O > O~ a W LL Zo Q Oo oW >oa� rr � ZW °Ln r I J y� W ¢a~LL 0 0 U LL LU z > J z g W JO SCALE AS NOTED PLOT DATE : 03 / 31 / 2011 VERSION NO. 1000 JOB NO: 11-0441-0444 SHEET NO. 8 PROVIDE A MIN. 12" VERTICAL SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES I� I 'I II II II IL L_ METER BANK (SEE ELECTRICAL RISER DIAGRAM) 1-1/2" PVC w/ (3) #2 AWG cu CONDUCTORS (1) #6 AWG GND (TYP. TO UNIT PANELS) 125A, M.L.O. 300A, M.C.B. M 120/240V IP, 3W 120/240V 125A NEMA i IP3W NEMA 24CKT. 3R 32KAIC M FOR ALL UNITS TYPICAL 125A PROVIDE A MIN. 12" VERTICAL SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES I--------------------� I � II II I I II I I I I �I I II i I� I� II III J METER BANK (SEE ELECTRICAL RISER DIAGRAM) METAL I/OCUBARE THRU-OUT COLD UNIT 1501 NIT 1399 NIT 1398 UNIT 1501 WATER BLDG PIPE STEEL 5/8" x 10' CU GND RODS C.O.L. XFRMR 0 0 (1) 3" PVC w/ (3) #500 MCM AL CONDUCTORS EA. 4 UNIT RISER DIAGRAM ELECTRICALSERVICE PLAN SCALE: 3/16"=1'+)" N o � � V � � � tff COS N vi C 0J r�6 H Cv) O O N c00 O 00 M co U CzU-M N (6 iY� O �M2 N O U i i1O O 0OD aOD V5Qt: to o rn 0 A N C B DA C - P 0 A.5i�0 6 qq ga m as .n O N IF ?4G a fp ^Q elilQ ti�'�' J %)m e Y . e z � irsa°�� " To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O '--I M N M Z M O O to > N CD Q Qj fM N > ,-q •L d- fo U ^ �N n Z n ZaZ _3 LU LU C Jo� L V Ce Q Z W � WU- o J WmaZ2� 00 F-,zaC) z rl z> QUZQ �--I =W~z O 1 t7 z p r a. uJ g Lu Cy U O J 0�Lo Z) U0 w N i aOzO z rl OJ ��w 7 (V Q j J L J U �OLu a0 >ILL/ UoW0Ce �_m0 ZOW�HZ LL C Z7 Qz 00 �� wad oUS� ao>9oa O o_ z Q ww o 5 >>Qos W ui �aoz �o rl 1 J Lu Y Lu aQ~u- F- o U w � W Z g z 0 W SCALE AS NOTED PLOT DATE : 03 / 31 / 2011 VERSION NO. 1000 JOB No: 11-0441-0444 SHEET NO. 9 n �I IGI IF-1 UNIT 1501 NIT 1399 NIT 1398 UNIT 1501 GRILL SIZE DUCT SIZE — x6 7 , 03 9C1 AIR FLOW HVAC PLAN SCALE: 3/16"=1'-0" C 0 V E CIS co lt- a) Q) 4� M E co" coo 0 tcj .0 U) 0 a) co00 E can N .�M u) C CC, MO Ce) C'I 0 ID �2 Q. cO :3 0CL CO 0 0 co < � LO 0 'q, 0) 0 P B W -z 6 j a U- 0 �Lu o- A 6 z r Z. LO To the. f the eng ee s TV ge and understand QQ ns and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. C) r-1 Ln Z =; 0 6 (n ko > C) Qj M C> M^ < L M Cl :2 L- 0 LL z 4-J 0) fa LUJ Uj C:) fa L0 (1) Ln U-) J ce. z LU z 0 -j LL' Uj LL - Zz 00 U ! 8 "- '-" 2 5 C) T-q 5 z z ��- 0z 2 E ") < 1 2: C) z z uj 0 u Lu 0 L' a 8 o' C) LU C14 0 z @ Z C) LLJ T-q > Ln LU LU Q� < 0� nc < LLJ z U a LU 2 2 0 z LU: Iz- P z LU U 91 '2'Ur 00 FBI g � u, a 6 2g: 7-1 z 8 -> 8 2, 0 u z Uj 9 - u-, �L-u 20: on 0 V) CY u) z 0 z < -J W LU uj < CL M C) LL z LU > V) O Z > z SCALE AS NOTED PLOT DATE 03/31/2011 VERSION NO. 1000 JOB NO: 11-0441-0444 SHEET NO. 10 W.W.M. PLACED IN UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 OR FIBERMESH REINF. SLAB THICKNESS SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN 107'-4„ I!N It CONTROL JOINT DETAIL SCALE:1 1/2"=1'-0" C, N r-6" x z-V x V-0' 7-6' x 2'-0' x 1'-0" wl (3) #5 E.W. wl (3) #5 E.W. oC1 oQ #5 CONT REINF. 60 SEE FND. FOR _00 QUANTITY #5 X 25" X 25" o CORNER BAR ONE o T M , FOR EA. HORIZ. Cl) REBAR, TYP. U.N.O. S3 3 TYP. TYP. 0 0 rn TYP. CORNER BAR T PLAN DETAIL JSCALE:1 1/2"=1'-0" 0 M O M GENERAL NOTES: 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO 00 R LE BE LAPPED MIN. 6" AND SEALED 2 4" 2500 PSI CONIC. SLAB W7 FIBERMESH /FIBERMIX ADDED TO THE i� CONCRETE. IN ACCORDANCE W/ MANUPS INSTRUCTIONS AND r- rr NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES 0 0 3 ■ INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO ' 9 BEAM W/ 1#5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS IN 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB (5'-4" O.C. MAX U.N.O.) o> (REFER TO NOTES) - ❑ INDICATES FILLED CELL W/3000 PSI CONIC. W/(1) #5 REBAR TYPICAL BELOW SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ o 0 EXT. TO TOP COURSE BELOW SLAB (5' 4" O.C. MAX U.N.O.) (REFER TO NOTES) Cl) �i 4 CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1112" PER FOOT AWAY FROM HOUSE. LO 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE 9 SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONIC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION _ of OF 6W Cl)LO c� co 00 M fh MM q IT Lf7 v in OP �I _ FOUNDATION PLAN - SCALE: 3/16"=1'-C" 26'-8" 27'-0" 27'-0" 26'-8" 13'-0" 13'-8" 13'-0" 14'-0" 14'-0" 13'-0" 13'-8" 13'-0" 3'-8" 7'-0" 3'-0" 3'-8" 7'-0" 3'-4" 3'-4" 7'-0" 3'-8" 7'-0" 3'-8" N L A A L N nPAr 53S3S3nP.AT QLANAI + + S3 LANAI —r-6� xr-s^ X r-a' z-s° x r�s°i'-o° ■ wl (3j #5 E.W. wl (3) #5 E.W. ■ ~ -T o � o ti � ? I d• II (2) #S VERTICALS WIIN FILLED CELL \ ■ `" (2)#5VERTICALS WIIN FILLED CELL w T (2) #S VERTICALS PROVIDE I %z"RECESS FOR (2) #5 VERTICALS T I (2)#SVERTICALS ■ I PVC A/C CHASE WIIN FILLED CELL - � DOOR. REFER TO MASON'S - � SCOPE FOR WIDTH � / � WIIN FILLED GELL ■ PVC AIC CHASE I I (2)#5VERTICALS WIIN FILLED CELL 2'-6° 8'-8' 2'-6° � WIIN FILLED CELL 2'-8" 8'-8" � I� - 1'-8" I I _ /� � ■ II I I 1'-8" ' 8'-8" 2'-8" /•31/r II _ C.J�_ _ T ■ - - ■ � // - � \\ ■ ■ - T --_C.J_ I I -3112„ I I °° � � I I ■ \\ T S3 S3 0'-0" ELEV. L-1 I S3 ( \\ FIN CONIC. SLAB ■ IIII I ,// I "`� \\\ I II ■ I I PVC AICCHASE PVC NC CHASE �� L FIN CONIC. SLAB / ° `I) I �, III \\\-° \ I ■ \v ■ FIN CONIC. S B ■ I I �p I FIN CONIC. SLAB // � \\ J iD I I ■ ■ ■ _ C.J. C.J. ■ ■ N YSLOPE=1B" G.C. CORD. ENTRYSLOPE-1/ P R LESS 4'-9" / T/ SLAB \\ 4'_S" PER 1'-0 O �GC�TCORDI(°\'-G.C.CORD.Ir2'� I1/2'MAX - \\ T/ SLAB i7 r/p . /_ o I I PDOORIREFERTOMASON'S ♦ �"I PROVIDE 1 RECESS FOR SCOPE FOR WIDTH DOOR. REFER TO MASON'S / SCOPE FOR WIDTH 9,_2 , 9,_ ■ II I 6'-2" ,, 8'-24 III \\ 6'-2" ■ I I G.C. CORD. \\ ■ G G C,T1SLA6 VA G ■ G S3 I I I _ S3 �� S3 7fi'x2'-6'x1'-0" J S3 \ r6"z2'-0 x1'-0 �\ S3 _ _ �� I G S3 T-0" I II II T Div G wl (3) #S E.W. I� wl(3) #S E.W. G Div T II II I I T-0" S3 �� ■ � `n � i I 'III (( f � N =�1 � � �� I I � II„ 11,_ 4�� II I 9'-2" � 9'-2" 1ha�� 11„ I 3,-0„ I i I I 1041'I 10'-10" MN L�1� 10'-10" 1'-104" 15'-54' ■ 3-0"x3' N N 0 � � 4- vi C N M i: N � 0) � O o � a00o O � o`o 0 vNi ir M m t>i d' U w N � C: � �'C � lL 2W x 7-6" x V-0" wl (3) #5 E.W. CV 5" SLAB W/ #3 BARS @ 48" O.C. E.W. a . a. • a a a ° • - - -- - - i) U ° a.a (2) #5's CONT. @ BASE & (1) #5 CONT. i @ TOP W/ #3 TIES 8" 1'-4" 8" @ 48" O.C. SECTION @ INT. GRADE BEAM c SCALE: 1 /4"=1'-0" -� 1 26'-8" 27'-0" 27'-0" 26'-8" 13'-0" 1314" _ ._ 13'-0" 14'-0" 14'-0" 13'-0" 13'-8" 13'-0" T-8" 7,-0" 3'_0„ 3,-8" 7.O„ 3,4„ 3'_4„ 7_0„ T-8" _ 3, 0„ 7,_0„ 3,_8„ 14 N L AE:11 A L N L TYP. AT S3 S3 S3 S3 53 S3 L TYP.AT 53 LANAI t + S3 LANAI - -- ■ --� 7.6" x 2'-6" x 1'-0" wl (3) #5 E.W. — / \ / — 7-6" x 2'-0" x 1'-0' p wl (3) #5 E.W. ■ ■ I /// A � N (2) #5 VERTICALS WIIN FILLED CELL o // ■ � (2) #5 VERTICALS WIIN FILLED CELL IN (2)#5VERTICALST � PROVIDE 1 VRECESS FOR (2)#5VRTICALS ■ (2)#5VERTICALS ■ I PVC WCCHASE WIIN FILLED CELL \ \ , // // \ 'S \ SCOPE FOR WIDTH DOOR. REFER TO MASON _ WIIN FILLED CELL '-8" ■ PVC AIC CHASE W (2) #5VERTICALS WIIN FILLED CELL c 2'-6" 8'-8' Y� -2' / -2" 2'`6" _ WIIN FILLED CELL 8'-8" V-8"2-8" 2-8"� 3112" I�I C.J_ --------- C.J. 31 I2„ ■ ■------------60 _ / \ --n - ■ ■ ■ fi fi ' --IIII------T-- r- T ---- 3 \I --- T T-T----- -- W ■ // s /' gk 0'-0" ELEV. \\ L-1 53 TYP. @ I ( #3 BAR 48"O.C' // FIN CONC. SLAB \\11 C C ■ GRADE II // E.W. ON Y" TALL // riiv N \\ VA 11 II 1t ■ BEAM I I CHAIRS O WIRE MESH P. U.N.O. PVC CHASE o M \ Pvca CHASE #3 BAR @ 48" O.C. E.W. ON 1 Y2" TALL TYP. @ GRADE BEAM I I a-o° ELEV. I I TYP. @ GRADE BEAM I #3 BAR @ 48" 0. / o )\ 0 CHAIRS NO WIRE FIN CONC. SLAB i / I E.W. ON 1 Y2" TA L I ^� / MESH TYP. U.N.O. #3 BAR @ 48" O.C. 1 CHAIRS NO WIR II l co' / o Cl)o A \ m p \ E.W. ON 1 z" TALL ■ MESH TYP. U.N.Q. I T ) N / 4 \\ N I I o ��/ I CHAIRS NO WIRE ■ MESH TYP. U.N.O. 0'-O" ELEV. I o - iO A FIN CONC. S B I , a ) \\ 1 TYP. @ i/ i0 TYP. @ TYP. @ \\ 1 5" MIN, 2500 PSI CONC. o / I I a T-114' I I 1 1 '-8 " I ` = ,_ „ GRADE * 0'-0" ELEV. // BEAM FIN CONC. SLAB // GRAD GRADE \\ BEAM \\ SLAB OVER 6 MIL I VISQUEEN VAPOR ■ J 11„ 6'-3 s = I 12'-$ s' T-11 " II II � BARRIER * -------- 1------------- ------ - - T 5,_8„ 15_a„ M gl 5' 8„ 15,�, u II t ■ 1 — I I ---r>- - - - -------- A-- ------\\ -�A --- ----- �- + �- �— ■ ■ I I C.J.�------- L J/ — I — I — - — — C.J. - ■ ■ 3'-6" NTYSLOPE=118" I I rtl BUILDER NOTE: I � ��I W — �y------- G.C. CORD. ---- ------- ___ I I � \\ ____- - + + W � �� ILL-, I�BUILD R NOTE: ALL R INF. TO BE 3'-6" ENTRY SLOPE-1/ P R 1'•0"ORLESS 1 r ALL REINF. TO B I 4'-9" // T/ SLAg - o0 \\ 4'-9" �, CON INOUS THROUGH r PER 1'•0"0 ill„MAX d CONTINOUS THR UGH I INTERSECTION P.) I C. CORD. / BUILDER NOTE: I I/�\ / o \r \\ \\ / / \I G.C. Co D. I INTE SECTION (TYP.) ) v /2"MAX I I T/SLAB I \\ ALL REINF. TO BE \ CONTINOUS THROUGH / o \\ // / /� T/SLAB I PROVIDE 1 %(RECES`i FOR DOOR. REFER TO MASON'S Q; `--PROIDE1 RECESS FOR \ INTERSECTION (TYP.) c� \ lj/ I SCOPE FOR D00 . REFEd TO II MASON'S /� / \ \\ WIDTH j / SCO EFORWIDTH I I is 5" MIN. 2500 PSI CONC. / 9,_21, g_ 5" MIN. 2500 PSI CONt. SLAB OVER 6 MIL \ 5" MIN. 2500 PSI�ONC. I I I I I I SLAB OVER 6 MIL \\ I VISQUEEN VAPOR ■ I I SLAB OVER 6 MIL VISQUEEN VAPOR I I 6'-2" ". VISQUEEN VAPOR 8'-2a // BARRIER v i G.C. CORD. 6,_2„ 1 BARRIER ■ ■ BARRIER G // G � � G � Tl SLAB VA G I ■ G S3 II � S3 r'I �I �' / S3 /� 2'-6" x 2'-6" x 1'-0" ( S3 \ / 2'-6" x 2'-6" x oQ 1'-0" \ N S3 �� II G S3 T-0° 1 I II �l 11 — N Div mow/ (3) #5 E.W. T — I — wl (3) #5 --- ---- E.W. \ G S3 �`iv rIxl n 1 II I 7'-0" o } L N N I III T W, W T F 1 — I I I„ 1, S„ 3'- ' 2'-1 a 9,-21, �� P 1 I 1' I 1 1 -2 1, I7a" !11„ 0„ 15'-51„1 1'-1041'I ISIM. @ 1m'-10'1 1 N IJ 10'-10" SIM. @ 1'-104' 15'-5� ■ 3'11"xT-0"xi'�" wl(4)#5E.W. I I 1FOUNDATION !ONLY i 1 1 15'-103, M ( l e \_ 15'-10q" 1 1 1FOUNDATION 1 �� ONLY — — — — — — 3'-o"x3'-o"xi'd" ■ L ---- wI(4)#5E.W.— LO •J 1 � J ail" 1 � � I I 1I2 /, —I d I - ■ s„ 7'-11- T-9 1„ J,/2" ( I I H.V1 10,_S, I I 1 I 5'-8" 5'-8" _' r 10,_6„ 1 I1 \ W.H. X J 31rz• I - 7-92 „ ■ 7 ,14 o C S3 S3 o 11 1 1 5'-5 " 5'-9 " PROVIDE 1 Y" RECESS FOR SIM. @ 1 0 0 11 11 PROVIDE 1 %" RECESS FOR DOOR. REFER TO MASON'S SIM. @ 1„ 1„ 6 -O4 5 -2 11 I TYP. @ I I DOOR. REFER TO MASON'S I I FOUNDATION SCOPE N I TM TYP. @ TYP. 1 @ I TWO. SCOPE FOR WIDTH FOUNDATION I I I I TYP. @ I I ■ 15,_941, GRADE 11,_2 „ a ONLY 1 '4' — I� GRADE GRADE I I GRADE T ONLY 1 10'- " 111 2 " a GRADE 15'-9 " ■ BEAM BEAM BE MBEAM N o i MAX / ill C w 00 11 LO TYP. @ � n TYP. @ 1, - ■ ■ N L � �— J 1 L —� GRADE N TYP. @ I I BEAME TYP. @ GRADE ■ ■ ■ ■ ■ ■ ■ ■ GRADE o BEAM 6„ 0„ L 2'-4" 7'-0" 2'-0" 2'-0" 7'-0" 2'-4" L V-10" 5'-6 BEAM 1 C S3 SIM. @ 1 � S3 4 1 4 s3 , , L-1 S3 ■ DATION L-1 4'-0" 1 V-4" 11'-4" 4'-0" FOUNDAITION ■ ONLY oo 00 ONLY I I I I I I I I co iin I I I I I I ■ ■ ■ ■ -9 J.1 J.1 + J.1 J.1 ■ ■ ■ ■ S3 S3 S3 S3 4'-6" 7'-0" 4'-6" (2) #5 VERTICALS WIIN FILLED CELL (2) #5 VERTICALS W/W FILLED CELL (2) #5VERTICALS WIIN FILLED CELL (2) #5VERTICALS MIN FILLED CELL 4'-6" 7'-0" 4'-6" 16-0" '-2" 8'-0" 3'-4" 8'-0" 1'-10" _ 30'4" 1'-101. 8'-0" 3'4" 1, 8'-0" '-2" 16'-0" 1 107'-4" SCALE: 3/16"=1'-0" x2'6"x1-W ^ w/ (3) #5 E.W. O 60 A S3 � TYP. s U) L C.1 � 0 Vi C a- I- N ch o a v N 0�00 O a) VN, oM0 0 m fg U C;) 0) N i Ora L) O 0- 0 0 0- 0- 00D0 �QI; O A 0 C P � L �„�-�•q oo �T-� S� F np�, m "`� •c s q �_ q N n -AL Qrn Z O Z �(0 qII �®e,{ R 2Y ® A. qN � N U U m r To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O N M Z �' M O N M O > r-I cL L u Q .O > LL N Q .N Z J LJJ W �C� Ln u � V W i--I Q Z W � w W�Co m az G Of 00 t-0z uj U) 0 z<0 rl Z >- U 2: Lu - z O^ �gLu OU'aOJ J U= O::) w N TI �a0z °`~_LU O J rl � Q J J � LLJ W O Q a ui U ~ m O Q w Z w w d 0 0 O O ZO � e- -¢j e( w Q U 2 2> 9 W O w z Q W O/j� w �QQ On La / cn Cy of 0 d X `L z r-I 1 Q ce Y uw Q L<2: � z LL Z > 3 0 Z O a LL SCALE : AS NOTED PLOT DATE : 03 / 31 / 2011 VERSION NO. 1000 JOB NO: 11-0441-0444 SHEET NO. (2) U, WITI- NAIL 1/4") BOLL CON ROOF FRAMING NOTES SHINGLE ROOFING SYSTEM (SEE ARCH.) OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. SEE PLAN FOR TYP. ROOF SLOPE = 6:12 TYP. U.N.O. UNIT 1501 UNIT 1399 UNIT 1398 UNIT 1501I ROOF FRAMING PLAN SCALE: 3/16"=V-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 650 10 - 8d X 1 1/2" D H3 455 320 8-8d RT3 550 475 8 - 8d X 1 1/2" E META20 115o 7 - 10d x 1 1/2" HTA20-18 1200 1120 10 - 10d X 1 1/2" F _'�_ _ HHETA20J 2235 12 - 10d x 1 1/2" G H10 990 850 16 - 8d x 1 1/2" RT16A 1030 1 1030 9-10d X 1 1/2% 8-1Od H MTT28B 4455 4455 24 - 16d MTS27B 4685 4029 24 - 16d J HTT22 5260 5260 32 - 16d SINKERS HTT22 5370 4618 32 - 16d K HD2A * 2775 2 70 5/8" DIA. BOLTS TD2 3435 2954 2 - 5/8" DIA, BOLTS L HD A * 3705 31303/4" DIA. BOLTS TD5 4180 3594 2 - 3/4" DIA. BOLTS M HD6A * 4405 3680 7/8" DIA. BOLTS TD6 6655 5779 3 - 3/4" DIA. BOLTS N I I lq96 1165/1115** 780/875 ** 8 - 10d x 3" _ JUS26 510/740 440/695 8- 10d P HUS26 1550/3325 ** 1550/2540 ** 20 - 16d x 3 1/2" THD26 1875/3040 1580/2365 Q HUS28 220/5970 ** 2705/4510 ** 30 - 16d x 3 1/2" THD28 2330/3965 2015/3430 R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 905 14-10d S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 905 14-10d T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 905 14-10d U MGT/MUGT 3140 3140 _ 22 - 10d X 1 5/8" A W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS FITS 20 1450 1245 24-1Od X 1 1/2" HTW20 1530 1315 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 715 8- 10d SP2 1065 605 12 - 10d SPT24 895 10 - 10d 3T-2 HCP2 605 520 12-10d X 1 1/2" -10d (5)- * MINIMUM 3" MEMBER DGE ** REACTIONS ARE FOR ROOF LOADS ONLY ACH *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE TOR THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. DROP HIP DETAIL 2-0-0 MAXI UM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. M IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 INTERSECTIONS. SPLICING wJ TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. t 2 PLY CARRIER ---� (A) x CONT LEDGER GIRDER TRUSS (2) BOLT EACH SIDE OF GIRDER I � T N o I o GALVANIZED 5/8 DIA /\ ANCHOR BOLT WITH HOOKI N AND 6"EMBEDMENT INTO 12" 6" 6" T BOND BEAM AND 2" x 2" x O.C. 1. MAX. 1/8" PLATE WASHERS, TYP. STAGGERED ELEVATION A -A SEE 1 FOR L-1 ADDITIONAL INFORMATION I III, 5/8" A.B. @ 2-8" O.C. W/ A ,� 7 MIN. EMBEDMENT I it I' 8 x 16 BOND Z—CONNECTION (SEE BEAM PLAN) REINFORCED WITH (1) #5 TRUSS (SEE PLAN) CONT. EACH ° COURSE GROUTED — - - - SOLID -_ _ a . 9'-4" a BOTTOM OF A a TRUSS (2) - 2 x 8 SYP. -CMU WALL (SEE P.T. LEDGER PLAN) CONT. 8,. SECTION AT LEDGER r� SCALE: 3/4"=1`-0" (A) OR 2 PLY 'ARRIER N L.. C N V � _ cis M ui C Q) � N co" O M Ot,CEO U fN N f . O O N _oM0 0) C 0 tL M a) �6 M N x 0YN >_ U O :20-Q01 :3 00 aOD 65 iz to 0 rn � 0 ��° P B D. o m VET ��yP� N ® �. o _ m® UF-l" d 0 z N 4� J LL 7 �! '_�5 ...O — C -I ® ` o 0 � z w ® Q U To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O '__I M N M Z M V � n c- -, M CD Q QjM(-, ,--s 'L cQ G Q ® LL N u z 4-J 0) fp W W J C:) fa 1.0 N LLn U Q Z Ill � w L o J w0° wZF-.tea tz /y� 00 yr—� H Lu V)M0 Z y z ,q U T� Z>-<UU _ oaw 2: Q w O z cgo�o_j vF-aoZ@ ce N '-� z C:) r_1 to Q J J � > Ln z 4 Q Lq a uja00 Uuj�;;m0 ilk o° v z°FS0=z W 0LL - z 00 W a LU 0 < -1 _ I--1 CzC o OLL � g 2w: OLL LL 8a W C:)? Q wWu- 0 zQ ? Q O O 2: u_ JOwQ J Q� Y W 0 •� o�'0 QaFg " z > g 0 z 0 a OC SCALE AS NOTED PLOT DATE : 03 / 31 / 2011 VERSION NO. 1000 JOB No: 11-0441-0444 SHEET NO. 12 GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. * LINTEL MINIMUM DEPTHS ARE CALLED OUT. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. W W TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16-1 MT `NOMINAL LQUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT #5 REBAR AT TOP MIN. (1) REQ'D 1-vz° °W CLEAR 2 J Q U W x H J Q z N Z N o 45 REBAR AT BOTTOM OF LINTEL CAN9TY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) MATERIALS GENERAL INSTALLATION NOTES 1. fc precast lintels = 3500 psi. 1. Provide full mortar head and bed joints. 2. fc prestressed lintels = 6000 psi. 2. Shore filled lintels as required. 3. grouted per ASTM C476 fg = 3000 psi w/ 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. maximum 3/8" aggregate and 8" to 11" slump. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 5. Concrete masonry units (CMU) perASTM C90 w/ vertical cell reinforcing and grouting. minimum net area compressive strength = 1900 psi. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and 6. Reber per ASTM A615 Grade 60. longer with a nominal height of 8" meet or exceed L/180. Prestressing strand per ASTM A416 grade 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 270 low relaxation. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 7132 wire per ASTM A510. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete 8. Mortar per ASTM C270 type M or S. masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Florida Product Approval No. 158.1 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load + < 1.0 Safe vertical load Safe horizontal load O O. : O O O O' O O O O O O 8RF6-OB/1T 81`8-013/1T O O .° 8RF14-1B/1T 8F16-113/1T 81`16-013/1T O O O O 8RF22-1B/1T 8F24-OBAT O O O O 81`28 OB/1T 8R30 013/1T W O WRAP FRAMING MEMBER W/ 2 LAYERS 5/8" TYPE "X" GYP. BOARD EACH SIDE. FOLLOW GA DESIGN NO. Y'P3910 _ FOR ATTACHMENT OF GYP. FIRE RESISTANT PLYWOOD FRAMING MEMBER SEAL GYP. BOARD/ROOF DECKING NTERSECTION WI ROCKWOOL FIRESAFE INSULATION OR EXPANDING FIRE -STOP FOAM OR FIRE BARRIER CAULK INSTALLED PER MFGR. INSTRUCTIONS (SEALANTS MUST COMPLY W/ UL 1479 OR ASTM E 814) BALLOON FRAME WOOD STUD PARTY WALL TO ROOF DECK (SEE GA DESIGN NO. WP3910) TYPICAL PARTY WALL DETAIL SCALE: 3/4" = 1'-0" PARTY WALL ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR w W r- co U (/7 X ypm v; 2 W W W wU)oz p o W w N zz #5 REBAR AT BOTTOM 4 _ = MIN. (1) REQ'D �u O0� -16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications for approved manufacturer products and installation instructions. FIRE RESISTANT PLYWOOD 4' EA. SIDE OF PARTY WALL rE (2) ROW 10d NAILS AT 6" O.C. FIRE RESISTANT PLYWOOD 4' EA. SIDE OF PARTY WALL PROVIDE SP1 & SP2 T&B EACH STUD BALLOON FRAME WOOD STUD PARTY WALL TO ROOF DECK (SEE GA DESIGN N0. WP3910) \--BRACING @ 8'-0" O.C. PROVI E SP1 & SP2 SEE 1/S-5 SIM T&B EACH STUD--�-J W ENGINEERED WOOD TRUSSES @ 24" O.C. 2 HR BLOCK D-2 8" CMU WALL W! #5 BARS VERT. @ 6-8" O.C. MAX. MINIMUM REINFORCING LAP = 30" NO PLUMBING, MECHANICAL EQUIPMENT, DUCTS OR VENTS TO PENETRATE PARTY WALL GRADE BEAM FOUNDATION TO BE 5" CONCRETE SLAB. STANDARD FOUNDATION TO BE 4" CONCRETE SLAB. SEE PLAN FOR MORE INFO. GYP. BD. @ CEILING 2X6 P.T. CONT. W/ 5/8" DIA. A.B. @ 2'-8" SINGLE COURSE 8" K.O. BILK. TIE BM. W/ (1) #5 BAR CONT. LINTEL SCREEN 7' 1/2" GYP. BD. ON DBL 1x2 rn FURRING (1 112" THK.) VERT. @ 24" O.C. W/ MIN. R-4.2 FOIL BACKED INSUL. BETWEEN EACH SIDE MASONRY PARTY WALL (SEE UL DESIGN NO. U905) FIN. FLR. v CLEANED COMPACTED & TERMITE TREATED FILL l'-8" x V-8" CONC. FTG. FOR GRADE BEAM 1-8 WI (3) #5 BARS. CONT. FOUNDATION ONLY: ADD (1) #5 BAR @ TOP & HAVE #3 TIES @ 48" O.C. 1 TYPICAL 1 STORY 2-HR. FIRE RATED PARTY WALL SCALE:3/4"=1'-O" 2 HOUR RATING LOAD - BEARING OR NON LOAD - BEARING STC RATING 50 TO 54 FIRE TEST: SEE WP 4135 (FM WP 360, 9-28-74) APPROX. WEIGHT: 13 PSF THICKNESS: 8" BASE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD OR GYPSUM VENEER APPLIED AT RIGHT ANGLES TO EACH SIDE OF 2 x 4 WOOD STUDS 16" O.C., STAGGERED 8" O.C. ON 2 x 6 WOOD PLATES WITH 6d COATED NAILS, 1 7/8" LONG, 0.085" SHANK 1/4" HEADS 24" O.C. FACE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO EACH SIDE WITH 8d COATED NAILES 2 3/8" LONG, 0.113" HEADS, 8" O.C. VERTICAL JOINTS STAGGERED 16" EACH LAYER AND SIDE SOUND TESTED WITH NAILS FOR BASE LAYER SPACED 6" O.C. HORIZONTAL BRACING REQUIRED AT MID. HEIGHT. (LOAD BEARING) nA rll r" dirl IA1P"1 01n4n NOT TO SCALE 1. CONCRETE BLOCKS* - VARIOUS DESIGNS. CLASSIFICATION D-2 (2 HR). SEE CONCRETE BLOCKS CATEGORY FOR LIST OF ELIGIBLE MANUFACTURERS. 2. MORTAR - BLOCKS LAID IN FULL BED OF MORTAR, NOM. 3/8 IN. THICK, OF NOT LESS THAN 2-1/4 AND NOT MORE THAN 3-1/2 PARTS OF CLEAN SHARP SAND TO 1 PART PORTLAND CEMENT (PROPORTIONED BY VOLUME) AND NOT MORE THAN 50 PERCENT HYDRATED LIME (BY CEMENT VOLUME). VERTICAL JOINTS STAGGERED. 3. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER - ADD 1/2 HR TO CLASSIFICATION IF USED. WHERE COMBUSTIBLE MEMBERS ARE FRAMED IN WALL, PLASTER OR STUCCO MUST BE APPLIED ON THE FACE OPPOSITE FRAMING TO ACHIEVE A MAX. CLASSIFICATION OF 1-1/2 HR. ATTACHED TO CONCRETE BLOCKS (ITEM 1). 4. LOOSE MASONRY FILL - IF ALL CORE SPACES ARE FILLED WITH LOOSE DRY EXPANDED SLAG, EXPANDED CLAY OR SHALE (ROTARY KILN PROCESS), WATER REPELLANT VERMICULITE MASONRY FILL INSULATION, OR SILICONE TREATED PERLITE LOOSE FILL INSULATION ADD 2 HR TO CLASSIFICATION. 5. FOAMED PLASTIC* - (OPTIONAL -NOT SHOWN) -1-1/2 IN. THICK MAX, 4 FT WIDE SHEATHING ATTACHED TO CONCRETE BLOCKS (ITEM 1). THE DOW CHEMICAL CO -TYPE THERMAX *BEARING THE UL CLASSIFICATION MARK UL DESIGN NO. U905 n W O O O O W O � MIN. MIN. O UNIT 1501 UNIT 1399 UNIT 1398 UNIT 1501 LINTEL PLAN SCALE: 3/16"=1'-0" OH 1600 1 W i N oC N � V - � "i C M ce) I- N v CDEMcoo Lo -0 O�ao O 0)N 0) E O M O _O ED O N C �ccco)) LL _� -E O 12 N O a v U 000 0 00 ' 0 co LO 0) N6 0 N CAB Uq C 41,41"q G ip .� r eer.aavma�` n a S y* I� Y,i' s1w U) Ca _Jz OmN LL _ "Lu ILL. G - C, � Z o d _ >P �r � S W U Z v cro 'a To the best of the engineers knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. X O '__I M N M Z � M O O in 110 Q N M Q "L M r LL rV� .V 1 z fu z 0' UJJ W � O (a L) N Ln U `n W rl a z O z LU W LO J W m z Ln W M w 1.-0 Y O< 0 0 r-I Z z W z O - o J 0. O J Ul Lo 0 'i o vTa0 I-N Z@ O uJM:w �J J � Ln J W K � j a WC)00Ce ULU m0 0 OOW zo' �I- zz z ;LL,0o F- J Lu U �QQ O0Lu T� O Lu2: 2 ~O a O L L 2!Q wW O Q�W�O W t L+/7 N L O J O W Q W LL Z 0 LLJ Z O a SCALE AS NOTED PLOT DATE : 03 / 31 / 2011 VERSION NO. �■oo JOB NO: 11-0441-0444 SHEET NO. -- - - - 11T T I �1 IF I IAA I T II 1 I -- I i - T �i- L6lail11.IIIiil. r � F i PRODUCT APPROVAL SPECIFICATION SHEET is required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building omponents listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your )cal product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures, 1. EXTERIOR DOORS A. SW1NGING Plastpro Inc./ Nanya Plastics Distinction Fiberglass Entry Doors FL6184-Rl +65.0/-65.0 psf ThermaTru Smooth Star/Fiber-Classic FL8838-Rl +55.0/-55.0 psf ThermaTru Smooth Star/Fiber-Classic FL1 2441 +47.01-47.0 psf B. SLIDING General Aluminum Company Series 420/430 FL1 2274 +40.0/-40.0 psf C. SECTIONAL Clopay Building Products Residential VMndCode Doors W5 (8X7) FL5675-R3 +30.0/1 psf Clopay Building Products Residential V)findCode Doors W5 (16X7) FL5675-R3 +30.0/-30.0 psf rused u, mndspeeds ove,, f20 mph) Clopay Building Products Residential V)findCode Doors W6 (8X7) FL5675-R3 +37.0/-41.0 psf rused in wund Speeds Over 120 mpn) Clopay Building Products Residential VMndCode Doors \M (16X7) FL5675-R3 +37.0/-37.0 psf Amarr Garage Doors Model #500 Classica (8x7) FL5427-R2 +40.1/-47.4 psf Amarr Garage Doors Model #500 Classica (16x7) FL5427-R2 +38.4/-43.7 psf Amarr Garage Doors Model #600 Stratford (8x7) FL5302-Rl +40.1/1 psf Amarr Garage Doors Model #600 Stratford (1 6x7) FL5302-Rl +38.4/-43.7 psf D. OTHER 2. WINDOWS A. SINGLE HUNG General Aluminum Company Series 1550/1570 FL14412 +47.21-50.0 psf General Aluminum Company Series 1900/1970 FL12968 +40.01-40.0 psf B. HORIZONTAL SLIDER General Aluminum Company 2800 Series FL12989 +40.01-40.0 psf C. FIXED General Aluminum Company Series 1550/1570 FL13199 +40.01-40.0 psf General Aluminum Company Series 1900/1970 FL13199 +40.0/-40.0 psf D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL8905-Rl NIA E. OTHER 3. PANELWALL A. SIDING 'Alside Coventry Vinyl Siding FL12103 +86.51-86.5 psf B. SOFFITS Kaycan Ltd. 12'716" Vented Soffit FL12199 +70.0/-70.0 psf C. OTH ER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), XT25 (and AR), XT30 (and AR) FL5444-R2 NIA B. UNDERILAYMENTS C. ROOFING FASTENERS D. ROOF VENTILATORS Southeastern Metal Weather Vent FL11024 NIA Florida Metal Products, Inc Vent RV10 FL2075-R4 N/A E. ROOFING TILES F. ROOF TILE ADHESIVE G. OTHER 5. SHUTTERS A. STORM PANELS Metal Tech, Inc Galvanized Steel Storm Panels FL722-R2 + 103.0/-103, 0 p sf Alufab Galvanized Steel Storm Panels FL4804-R2 + 104.0/-104. 0 p sF 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ Simpson Strong -Tie see chart ANCHORS USP Structural Conn. see chart B. TRUSS PLATES MiTek Industries, Inc. Truss Plates FL2197-R3 NIA C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644-R2 N/A Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645-R2 N/A D. MATERIAL FECP Corp. (Cast -Crete) High Strength Concrete Lintels FL158-R3 NIA Wekiwa CP Pre -cast and Pre -Stressed Lintels FL1418-R2 NIA Lott's CP Lintel FL1 2045 NIA Commercial CP Precast & Prestressed Engineered Cone. Lintels IFL1774-R2 NIA Powers Steel, Inc. Power Box Lintels IFL6264-Rl NIA The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsiti 1) copy of the product approval, 2) the 7 performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE Simpson & USP Cross Over Chart with Florida Product Approval Numbers Simpson Produc Number Florida Product Approval Number Product Description I USP Product Number I Florida Product Approval I Number A34 FL1 0446 Framing Anchor MP34 FL822-Rl ABU44 FL1 0849 Adjustable Post Base PAU44 FL569-R3 CS22 FL1 0852 Coil Strap Tie RS300 FL822-Rl H3 FL1 0456 Hurricane Tie H10 FL1 0456 Hurricane Tie RT1 6 FL565-R3 H2.5 FL1 0456 Hurricane Tie RT7 FL565-R3 H6 FL1 0456 Hurricane Tie LFTA6 FL820-R2 HCP2 FL1 0447 Hip Corner Plate Connector HHCP2 FL817-RI HDQ8-SDS3 FL1 0441 Holdclown UPHD8 FL817-Rl HETA1 6 FL1 1473 Embedded Truss Anchor HTAII 6 FL821-Rl HETA20 FL1 1473 Embedded Truss Anchor HTA20 FL821 -R1 HGUS210-2 FL1 1468 Truss Hanger THDH210-2 FL821 -R1 HHETA40 FL1 1473 Embedded Truss Anchor HSUR/L41 0 FL1 0655 Heavy Skewed U Hanger HTS16 FLI 0456 Heavy Truss Strap HTW16 FL820-R2 HTS20 FL1 0456 Heavy Truss Strap HTW20 FL820-R2 HTT16 FL1 1496 HD/Tension Tie HTT16 FL821-Rl HTT22 FL1 1496 HD/Tension Tie HTT22 FL821-Rl HUS41 0 FL1 0531 Joist Hanger HUS410 FL821-Rl HUS412 FL1 0531 Joist Hanger HUS412 FL821-Rl HUSC41 0 FL1 0655 Joist Hanger HUSC412 FL1 0655 Joist Hanger ITT FL1 0667 TF I -Joist Hanger THO FL815-Rl IUT FL1 0531 I -Joist Hanger THIF FL815-Rl LGT2 FL1 1470 Light Girder Tieclown LUGT2 FL817-Rl LSSU210-2 FL1 0447 Slopable/Skewable Hanger LSSH31 FL816-Rl LSSU28 FL1 0447 Slopable/Skewable Hanger LSTA12 FL1 0852 Strap Tie LSTA12 FL816-Rl LSTA18 FL1 0852 Strap Tie LSTA18 FL816-Rl LSTA30 FL1 0852 Strap Tie LSTA30 FL816-Rl LSTA36 FL1 0852 Strap Tie LSTA36 FL816-Rl LTS12 FL1 0456 Twist Strap LTW1 2 FL820-R2 LTS16 FL1 0456 Twist Strap LTW1 6 FL820-R2 LTS18 FL1 0456 Twist Strap LTW1 8 FL820-R2 LTS20 FL1 0456 Twist Strap LTW20 FL820-R2 LTT19 FL1 1496 Tension Tie LTS19 FL822-RI LTT20B FILI 1496 Tension Tie LTS20B FL822-Rl LUS26 FL10655 Joist Hanger JUS26 FL821-Rl LUS414 FL1 0655 Joist Hanger JUS414 FL821-Rl MBHA3.56111.88 FL1 0866 Masonry Beam Hanger NFM35X1 178U FL578-R2 META22 FL1 1473 Embedded Truss Anchor HTA24-18 FL859-Rl MGT FL1 1470 Medium Girder Tiedown MUGT-15 FL1 1910 MST48 FL1 0852 Strap Tie KST248 FL822-Rl MST60 FL1 0852 Strap Tie KST260 FL822-Rl MSTAM36 FL1 1473 Strap Tie for Masonry MTS12 FL1 0456 Twist Strap MTW12 FL820-R2 MTS16 FL1 0456 Twist Strap MTW16 FIL820-R2 MTS18 FL1 0456 Twist Strap MTW18 FIL820-R2 MTS20 FL1 0456 Twist Strap MTW20 FL820-R2 MTS30 FL1 0456 Twist Strap MTW30 FL820-R2 Tension Tie MTS27B FL822-Rl PA51 FL1 1476 Foundation Strap TA51 FL816-Rl spi FL1 0456 Stud Plate Tie SPT22 FL817-Rl SP2 FL1 0456 Stud Plate Tie SPT24 FL817-Rl SP4 FL1 0456 Stud Plate Tie SPT4 FL821-Rl U24 FL10655 Face Mount Joist Hanger ET FL1 1506 Epoxy HD Titen FL2355-R3 Titen Anchor 717-846-3747 �Fax 711-64 HR Engineering, Inc. 1418 E_ Market SA-, Suite B York, PA 1-7403 21 January 2009 Nick Thompson, ProductMauagei - Siding &Metals A,soc,a�d Materials, LLC 'i'73 State Road Cuyahoga Falis. Ohin 44223 RL Ii Evaluation. Coventry Vinyl Siding, FBC 2007 D(�ar Mr. Tli,,inilpsolr; 'I he iollowin.- Associated M-werials vinvi siding pradw---� Co,,-eT:rr ' v has been -lested njid aralvzed in conforinariGe with AST_*vl D 3679-G� as iequired by Florida Building Code Z007. paragraphs 1404.9 and 1405.13, plus. Floida Residential Code 20071. p4ragraph /03,� i Structuial testing ic, ASTV 1) 5206, ns I,) ASTM D 3679, was done al Archnectui%al Testing, Inc. and is reported in 779-15,01-109-40 and 82537.01-109-40. Tasim�! was done far Alside, Inc.. which is owned hv X�srlciatecl Mni-rials, LLC. Covani vinyl siding is- produced ul '� C(.al[iGUr;1!iQDS. Double 5", Double 5" Dutchli�ip, Double 4", Double 4" Duncinap, and Tiiple 3"� all, with a thickness of 0.04Z A �uengflwmq feature nf This inioduct is that n, hasa `rollpd cdgo irAi[ heiW', wl;,Ch forms a double tl,iicknes�s at the nail 4crn edge. � have perfcrui,�.d a combination oi. iational itnal counparative; analy1c,:i, on �his pTodrict, which includes rhe roandaEory !equiremrents n, Annex in AST-M 1) 3679 Insingsition ni be over 518" rniturnUrn n1ilabic sbealhing or V," miniri plywood. Instaltationfa&ieuers; inust he ioofingnails with 3iP dlarneet 'lead, I/S" diannetei shank� and a rnaninriArn length of 1-5/8". The allowable design wind pressures tor all 5 c.onfiguraiiow, including Double 5", Double 5" lar., Doublo. 4", Douhl� 4" Durcbl�p. and Triple "" are -/*-I-;'-, psf for 8" stud spacing. -i- ; 15.3 ps, for !2' stud spacittg, and +/-86.5 psf for 16" squd spacing In order to achieve �Ibese pressures, all -Lt-_i& ritum have nails inn thern and all rails must be in sLuds. . lie, �ioove vshies can be cornpared direcil ' v ro the o,�cuired wind loads, in Chaptoi 16 of the Florida Building Code. I "rWt that this information is suffacieni fo-, fine project needs - if there are any questions about this report, or if anything addition?,! is required, please advise nie. Sincerely vours Allen N. Reeves, P.E. Structural Engineer A NR� an r Florida License No. 19354 Cc: 0901OWS ,2 ) VAIAIJ14.4 X 2 -0 �` 71�-846-3747 RR- Engineering, Inc. 1418 E. Market St., Suite B York, PA 17403 led Beirn.ni, P.F-. Administralf,ir, Florida Building Cnle Commission Ted Beirrian and Associaws, LLC. 92,', 41 " Strocu, Suirc,, 1114 M�arfti Beach, Florida 33140 RE: Cociincirrion of Independence De-r Mi. 13erman Installing soffit and fascia Please note: Although vinyl soffit's are manufactured with the same exacting s an at s as a v ny pro uc s; n tors are not a a to a v as leffits are not exposed to direct sunlight. For this reason, vertical or horizontal installation of soffits on walls is not recommended and cannot be guaranteed. 1�cia, Installing trim - Option A When fascia is applied without exposed nailing. it With open eave: Secure F-channal to the exterior of the fascia with the top leg resting against the bottom of the board. Secure F-channel on wall, level with the i F-channel on the fascia. WIN With closed eave: Use a J-channel in place of the F-channel at the wall. Secure all Option A I channels every 12'on center, in center of nail slots. Installing trim - Option B When soffit only is applied, or when fascia panel Is secured to underside of wood fascia. T11 With open eave: Secure F-channel to the wall and to the Inside of the fascl board, a level with each other. Cut out back of channel to fit around rafters, if needed. With closed eave Substitute J-channels for the F-channels. wail Secure all channels in the center of the nail slots, 12" on center. Option B ir.-.,ialling soffit I Measure the distance between the inside of the inside and outside trims. Allow 1/4 per side for expansion and cut the panels to length. Insert panels into trims. Foreavesover 18"in width, you will noodle, install intermediate nailing supports to keep the soffit from sagging. 2. Interlock panels as you would vertical siding. Closed soffit can be secured every 12" on center. 3. When fascia panel is not being applied, use an F-channel or J-channel at corners Diagonal trim use of the overhang to properly finish the installation. 4. When soffits meet at a corner, the joint can either be diagonal (mitered) or square b i oth lustrati Both methods are made with J-channel or H-channe[. Straight trim use Installing soffit and fascia Installing fascia 1. Install an undersill trim at the top of the fascia board. 2. Measure distance from the bottom of the F-channel to the top of the undersill trim, and then subtract 114* for clearance. Cut panel to width. 3. Perforate [he cut edge using snap -lock punch approximately every 8", ensuring the 'tabs' face outward. 4. Hook the leg of the fascia panel over the F-channel, and snap the tabs into the undersill trim. If soffit is not being installed, hook the fascia directly over the fascia board. An alternative to snalp-lock punch attachment is to slide the top of the fascia behind metal drip -edge. Overlapping fascia 1. Overlap fascia by cutting the bottom edge of the underlaying panel leaving a 1 1/2" tab to be inserted into QVieflapping panel. 2. Overlap 3/4" (half the distance of the notch). Fascia n5tallation Fascia overlapping cut fascia Parer 'iligs 114' Capping fascia To make corner caps, cut a piece of vinyl fascia that is 5 1/2" long, 1. Mark the vertical canterline on the back of the piece. 2. Cut a 90' sector, of the bottom flange from the center, leaving a 45' angle on either side. 3. Use a hand seamer or metal straightedge to fold fascia piece sra=p along vertical centedine to make a right-angled corner. ivam 4. Using a snap -lock punch, make tabs just below the top edge of the ure comer cap, making a that tabs 2 face outward. Install corner c p by a locking the bottom over the existing Fascia capping F-channel and snapping the lot) edge into the undersill turn. KAYCAN- I KA YCA N'" ICC-ES Evaluation Report ESR-1495 Reissued November 1, 2006 This report is subject to re-examination in two years, www.icc-es.org 1(800)423-6587 ](562)699-0543 A Subsidiary of the International Code Council' DIVISION: 07-THERMAL AND MOISTURE PROTECTION Section: 07460- Siding REPORT HOLDER: KAYCAN LTD. ONE MEMORIAL DRIVE RICHFORD, VERMONT 05476 (802) 848-7010 .ww.kaycarucom EVALUATION SUBJECT: KAYCAN PVC SIDING 1.0 EVALUATION SCOPE Compliance with the following codes: 2006 �nternational Building Codd' (I BC) 2006 international Residential Code (IRC) v 1997 Uniform Building Codelm (UBC) BOCA' National Building Code/11999 (BNBC) 1999 Standard Building Code' (SBC) Properties evaluated: iii Exterior veneer - Wind resistance 2.0 USES Kaycan PVC Siding is used as an exterior veneer and as closure material on the underside of exterior roof eaves (soffits) . 3.0 DESCRIPTION Kaycan PVC Siding is horizontal and vertical lap siding and soffits manufactured from rigid polyvinyl chloride (PVC) conforming to the requirements of ASTM D 3679, The siding is used as an exterior wall covering ... r solid sheathing and as soffit. The siding has a plain- or wood -grain texture and is available in various colors with matching trim, corners, and starter strips. The panels are a minimum of 0.040 inch (I nom) thick. Lengths range from 10 to 12.5 feet (3048 to 3810 mum). Panels are formed with an upper edge having nail slots and a I ower edge that hooks into the upper edge ofthe lower course. The siding is produced in different profiles as described in Table I of this report. 4.0 INSTALLATION 4.1 General: Installation ofthe siding, including the panels, corners, Starter strips , trim and offieraccossory items, shall be in accordance with the manufacturer's published installation instructions, the applicable code and this report. In the event of a conflict between the manufacturers published installation instructions and this report, this report shall govern. A copy of the manufacturers published installation instructions shall be on the jobsite at all times during installation. Solid sheathing and a water -resistive harder shall be provided behind the siding, as required by the applicable code The allowable wind loads are as noted in the prescriptive requirements of the applicable code, See Section 4.2 for applications i n excess of the prescriptive requirements or where the applicable code does not provide prescriptive requirements. 4.2 Wind i Design wind proFsur.3 Must i cutormined in accordance with Chapter 16 of the IBC, SBC, UBC or BNBC or Section 301.2.1.1 ofthe IRC. In areas � herc the basic wind speed (3- second gust do not exceed 100 nri (45 m1s) [80 miles per hour (36 m/s) (fastest mile) u"der tho UBC], and the building height is less than or equal It 40 feet (12 192 mm) in Exposure C areas, installation must comply with the prescriptive requirements of IBC Section 1405.13, BNBC Section 1406.3.3, SBC Section 1403.9 or UBC Section 1405, as applicable. In jurisdictions enforcing the IRC, installation much comply with the prescriptive requirements of IRC Section R703.4 for areaswhere the basicwird speed (3-second gust) is lessthan 110 mph (49 mls) in Exposure B, and does not exceed 90 mph (40 ryVs) in Exposure C or 85 mph (37 tints) in Exposure D. Forapplications in excess ofthe prescriptive requirements, the design must be in accordance with IRC Section R301.2.1.1. For applications in excess of the prescriptive requirements, the Kaycan PVC Siding has an allowable negative wind load of 70 psf (3352 Pa) [44 psf (2107 Pa) under the JBC] when attached to a code-conorrying, minimum %-inch-thick (10 mm), structural -rated OSB sheathing. The siding shall be attached with V12-inch-long (38 mm), %-inch-diameter-head (10 mm),'/,-inch-diameter-shank (3 ri corrosion-resistani roofing nails spaced 6 inches (152 mm) on center- The structural sheathing and framing to which the siding iE attached are outside the scope of this report. Rq ...h. , .. ... ffi,iy 0 b, -1,-d �"d, flh� .,bj,, flh� i.. T;,,,,., by ICC Ewh,,Ji,,, 5-k,, h v-, p!,M, - 0,,,qf 1mg � 11- w IN, f, y p-1- 1 by Ih,. ,.P 10Z =Iml - Ccpyn9hL()2008 Page 1 of 2 -ax 117-846,0355 22 Jauuary 2009 In conformance �,v i r h R u 1,(-. 9 R- 12. 11(), f-.A.C. 'Criteri,, to r Certific�arifln o f lnd,�pen6�lice� I �dfe� the tollu\61il,'. I all! F. iqi.�ter(fd ptofussional (2rigineer ui like staw, g of Florida With lt,�OuSz� oUrnbc? 19354. 1 wcnk in a Lwu porson co:isuLting strucw�al engineeriq funi, ' 14R Engineering. Inc-' , of which I ain the majority owner. In niv woll, performing all evalljuwri, 1 do no( ha%c pur will I acquire. a financial ITII(A(�sf in ;1n)i corrii Inallufacrurnre ol oisi PiLducts foi which tile reports are being i,,;ucd. In 111N, purionning ail eValUaJOH, I dO nl)� [)UVe� nor Will I aLidnire. d finafl�iut ;liturest n any o�hercnllly in,olvod if) flic apiptoval procc."s ut th, prciduct. I trtust [11,11 .11i6 is suff:,-ik:nt tol -1he Florida Bui!din� Code Cornrnis�ion'� requirentems- if trll,�rC are any qUeSLIOITS rbOLIt rhis cerinication of nicleperidericc, or it an0iin.p additional is please, ndvis,� me Sincerely ' voun�: HR Enllineerir�,, Inc. aZ4.1 /�. Allen N. Reevps,, P.E. Chief Engirteei AN'R:aurr Cc: �sso( ial�d Mqter::�1111�, LLC 09010005 ESR-1495 I Most WidelyAccepted and Trusted Page 2 of 2 Wind resistance of the soffit panels is outside the scope of 5.4 The siding is manufactured in Richford, Vermont, Linder this report. a quality control progarin with inspections by 5.0 CONDITIONS OF USE Architectural Testing Inc. (AA-676). Thei PVC Siding described in this report complies with, 6.0 EVIDENCE SUBMITTED or is a suitable alternative to what is specified in, those codes 6.1 Manufacturers published installation instructions. listed in Section 1.0 of this report, subject to the following conditions: 6.2 Data in accordance with the ]CC -ES i 5.1 The siding is limited to installations on buildings ofType Guideline for Vinyl Siding (AC37), dated October 2008. V_B (flBC), Type 5B (BNBC), Type VI (SBC), and Type 6.3 Quality documentation in accordance with the V-N (UBC ) construction, and to construction permitted Acceptance Criteria for Quality Documentation (AC10). by the IRC, as applicable. 7.0 IDENTIFICATION 5.2 The exterior walls shall be braced or sheathed to resist racking 10 us with approved materials in accordance The Kaycan PVC Siding described in this report shall be with of the3applicable code- identified by a stamp bearing the Kaycan Ltd. name and/or trademark, the product type, the statement Confo,"s to 5.3 The siding shall be installed only on exterior walls over ASTM specification D 3679,'the statement "Conforms to UBC solid sheathing capable of resisting design wind Standard 14-2", the name of the inspection agency pressures both positive and negative. The sheathing (Architectural Testing, Inc.), and the evaluation report number shelf be covered with a water-rosistive barrier, as (ESR-1495). required by the applicable code. TABLE 1-KAYCAN PVC SIDING MODEL PROFILE LENGTH Board & 13.111an Single 7 Inch Verfic�l 101-01, DA Avant! Double 4 inch Horizontal Dutch Lap 12'- 6" D-4 Marquis Double 4 inch Horizontal 12T _ 6.� D-5 Contessa Double 5 inch Horizontal 17- 0" i Begance D.ulbl. 6-h Hi,n,.ntal Dut.h L.p 12'- 0" D-5 Vedi�l D-ble 5 inch Veni�l 101 - o" L-isto. Double 4.5 inch Horizontal 12'- 0" Ncwpon Single 6'1, inch Horizontal i(Y-01, Occan Park Bevel Double 4.5 inch Horizontal 12'- 0" O�an Park Cove Double 4.5 inch Hori2omai 12'- 0" Platinum Series DA Double 4 inch Horizontal 1Z - 6" Platinum Series D-4 Dutch Lap Double 4 inch Horizontal Dutch Lap 12'- 6" Pli Series T-3 Triple 3 inch Horii 12'- 0" Prova Double 4.5 inch Horizontal 12'- Q" Sierra Double 4.5 Horizontal 12 -0- T-3 Classic Triple 3 inch Horizontal Dutch Lap 12'- G" I T-3 Horizontal Tivine 3 inch Horizontal 12'- 0" Vented 8" D..bl� 4 ..h `.,brat.d Soffit 12'- 0" Vtcd 19' Double 5 Inch Perforated Soffit 12'- 0" Solid 10" Double 5 inch Solid Soffit 12'- 0" Center Vented 12"/Solid 12' Tripho 4 inch Partiall, P, �orated -Soffn 12'-6" V..t.d 16' Q-druple 4 iod, Port-t.c! S. 12--l" Solid 15 UUaClouple 4 inon Solid sort 121-01 1 27 > 0 a) o 2 CU CD -I-, W (D CU -cu U) -0 0 2 a) 3: CU LL_ - CU > Cn a) cn E (D CU 0 0_ C W Z Z W Mi t4- 0 U) 06 C: """"0 U) (D ICC EVALUATION SERVICE, INC. Evaivace - Inform ii Protect: LmAngcl�� Bwiness/RegionatOfficc- 536OW,,rkman Mill P-d Whu:ucr.CA9W1 (562) 699-0543 pi - (562) 695-46914 f.x Certification of Independence for Evaluation ICC Evaluation Service, Inc. it (1) ICC Evaluation Service, Inc., does not have, nor does it intend to acquire or will acquire, a financial interest in any company manufacturing or distributing products for which (D evaluations are issued. C_ (2) ICC Evaluation Service, Inc.. is not owned, operated or controlled by any company U) manufacturing or distributing products R evaluates. CU (3) 11 Evaluation Service, Inc., does not have, nor will acquire, a financial interest in any company manufacturing or distributing products for which reports are being issued. > F5 > (4) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial interest in any C:) 0 other entity involved in the approval process of the product. L_ CL 0- 1�4 On Nosse - President < ICC Evaluation Service, Inc. -6-0 =3 _0 0 (D 0 W Z R-d. S. .1, lt.�,h Al� 3520 (205) W-9800 < 191 SHEET NO. PA 1.0 I I If I P I I i L 1, 1 11. .;1 ill, U 1. ul �.. L I I I i I I I F1 -, !`PdA� 1�21111--� �11 , - I 11 , , � k::iii r �o� ii q , , `1-", N " , - � N.'-wo'll-A4011- , sam &S �� : a Bi 11 KIS H . . E I �g 1, , use, Raggi ' rot I ,p,,, : S.b �,ctrarjv 1 I . C 3t- & Fa:t� � Publiwtv I UK Staff � KISS ri" I rols Se1 : . I I I � I * I , Product Approval il- ,-,, -11O.- Mr,11, r1r, 11 ea-- , 11 I "p- � , , 4,1t- ,,- F t FL6154-Rl Application Type Re ,S,.D Cod Version 2007 Application Status Approved Comments Archived - -1 Produ t Monalfacmier Plastpro Inc. / Nat' ya Plastics Corp. AddrEsE/Ph.P./EmEil 5200 W CFNTURY BLVD. LOS ANGELES, C 90045 (440) 969-9773 E I 16 ono,onnell@pla Stproind.com Authorized Signature Ron C' crunch ronsconnellirlseastprainc.com T. c brical R.p,.-Pt.ti,. Add-S/Ph.no/Ennall Quality Assurance Representative Acidness/PhonalEmail C' tegory Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evellustion Report from a Florida Registered Architect or a Licensed F or as P,.fEa,..Psl Engineer lg , , Evaluation Report - Harccopy Received Florida Eng near or Architect Name who developed Lyndon F. Schmidt the Evaluation Report Florida License PE-43409 Qua�lty A a rande Entity National Accreditation and Management Institute Qca ,ty A:�ardnce Contract Expiration Date 12!31/2012 Validated By Ryan 3. King, P,E, n', Valcirtic. Checklist - Harti R.b.il.d Certificate of Independence FL6184 R1 COI CERT OF INDEPENDENCE.od Referenced Standard and Year (ofStandard) Standard Year "= , 1997 t 0 , " S 2/NAFS 2002 ASTM E1886"E1996 200 , ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/03/2008 D:tt: Vandated 10/06/2008 D Re ding FBC Approval 10/19/2008 D at, Approved -..----. 12/10/2008 ----�------1------- � ---� ----------- �- -�-�- ------------- --- ------------------- FL # �,16-1 Model, Number or Name Description 1 3 4. 1 - - — - - -------- --- a. Distinction Series Up to I'D x 6'3 Opaque Smgl. (X) -a- rg or Cotswmi;7 L---- -- ----.--,------ Fiberglass Door Limits fU Installation Instructions ! I" .V.1 Apposs, for u : No FL-3184 R1 11 TNST6184 1. p.df i 1 - � 1-11.1 . . ...... .. .. . i d r U:: ., �: ,as V., A p fo outside HV erifi ad By: Lyndon F. Schmidt, P.E. 43409 i p Impact Resistant: Yes Created 1, Independent Third Party: Yes i Design Pr ... on.: N/A Evaluation Report. I Other: See INST 6184.1 for Design Pressure Ratings, any F16184 RYI,AE EVAL6184.1,D1 , additional use limitations, installation instructions and Created ndepend.Dt Third Party: Yes Product :oirtlb, are 1. --------- [-- . � . � - - � - - I 61.4 � b. Distinction Series Up to 3'0 . b'S Opaque Fiberglass Single Door with Sid.htis, (XO or OX) The Siddlits Glazing Installsol Utilizing the Snap i 1 12!:� Fir am. . i . , . - ----------------h — -- 1 Limits of Use Installation Instructions i -- Approved for ... in 1-111111I.: 11. FLIIV RI: I�ly Ift I id ,�, �F ,��d Approved If ..... .. inside HVHZ: Yes Vorif I , P.E. 43409 i I Impact Resistant: Yes Created by Independent Third Party: Yes " Pro ... no: N/A Evaluation Reports I ID.sig Other See INST 6184.2 lot Design Pressure Ratings. any FL6184 R1 AS EVAL 6184.2 act iaddirtl 0 mal use [imitations, installation instructions and Created by Independent Third Party: Yes 1 � product particulars. (--See Ger-I Note 3 sheet I of i I Drawing No. FL-6184.2 regarding sidelite piotcation) i __ --- -------- — ---- - I -- - -- - - --- - - ------- ---- ----------------.- .---- -------- ----- - -1 - --- - ------ - I 6184-.3— c. Distinction Series Up to 3'0 x 6 8 Opaque Fiberglass Single Door with Sidelite i [-- (XO or OX The Sidelite Glazing Installed Utilizing the Lip Lite S 'r-)Fra me. I I - - ------------------- ------ - Limits of U . In t.lhiri Irnstoacti ... in HVHZi No Approved for us F16184 R1 11 IN5176134.3.Pdf I r es: Approved fo outside HVHZ: Yes Verified By: Lyndon Is Schmidt. P.E. 43409 � I ropact Resistant: Yes Created by Independent Third Party: Yes I D ign Pressure: N/A , on Reports 7" is"lu"'d I 0 ther; See INST 6184.3 foi-Design Pressure Ratings, any FL6184 RI AE EVAL 6IP4.3.pd additi a nal use limitations, instoll.t[s. instructions and Created by In de pendent Third Party: Yes I I F,.du particulars. (--See Ge..rsl Not. 3 Sheet I of of D,swing No. FL-6184.3 regarding sidelite protection--) 1, ----- --- - i — 6134.4 ----- -- d. Distinction Series Up to Y0 x 6'8 Opaque Fiberglass Single Door with I 1 =------ Sloshes (OXO) The Sidelite Glazing Installed Utilizing the Snap Frame i __:: Limits of Us' Installa ion Instructions i Approved for us: in H%NZ: No FL6184 R1 11 INST61844.0d i �. Approved for r us outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E� 43409 1 Impact Resistant: Yes Created by Independent Third Party Yes I .-,go P, F NIA valutitio. Report. i I .Unar: So ....... B INST 184.4 for Design Pressure Ratings, any FL6 A L EI84.Tpdf I additional use limitations, installation instructions and Cre , Ent Third Party: Yes i I or prod particulars. (Sde General Note 3 sheet I of I ....... � i No, FL-6184-4 r,,,r,l,nl tilelfte pl,l,,t,,,*-) __---- ----- I �Pllhn __ — ---- ---- '.4 , e. Distinction Series Up to TO x 6'5 Opaque Fiberglass Single Door with i . I Sidelites (OXO) The Sidelite Glazing Installed Utilizing the i ----L.------ Lip Lit. Screw F,a- i __________ - i Limit. of Us. I Installation Irsitructi ... Approved for inue in HVHZ: No 1 1-1-6184 RI 11 IN5T 6184,5,df Appronnad far , us. outside HVHZ: Yes i Verified By! Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes ' Created by Independent Third Party: Yes Design Pressure: N/A l Evaluation Rep Pis Other: See INST 6184.5 fo r Design Pressure Ratings, any 1 FL6184 Rl-AE-EVAL6184.5.pdf additional use limitations, installation instructions and i Created by Independent Third Party: Yes product particulars. (*'See General Note 3 sheet I at i Drawing No. FL-6184.S regarding sidalite protcctor)___! --- I - 6184.6 -1��Imctico - - - --- Sainsis --- --- -- - Up to 6'0 x 6'5 Opaque Double (XX) Inewing or Outswing Fiberglass Door _ -- Limits I'Llee ----- Installation Instruction, App=d for us in HVHZ: N FL6184 RI 11 INST6134.6.pdf A p f. outside HVHZ: Yes P d r Us: Verified By: Lyndon r. Schmidt, P.E. 43409 Impact Resistant: Yes "' staid! by I, dependent Third Party: Yes -' D g. Pir ... or.: N/A Evaluation oport, R 0=: See INST 6184.6 for Design Pressure Ratings, any FL6184 RI - 11AL 6184.6.pd additional use limitations, installation instructions and Created by Independent Third Party: Yes p roduct particulars. - -- - ---..- -------- ---- ------ :-:_-------,�.-_:___,,_�--�-,-,.--,----..---------------- -------- -- - 6284.7 g. Distinction Bar- � - - ------- ---------.- Up to 6'0 x 6'8 Opaque Fiberglass Double Door with Sid.11t.d (OXXO) Th. Siddlit. Glazing IDatslI.d Utilizing the . � . , , , , A , � , Snap Frame. - - - - Limits of Use Installation Instructions Approved for u:: in HVHZ: N FL6184 P 1 11 INST 6184.7 pdf Approved for u outside ll Yes Verified By: Lyndon F. Schmidt, P.E. 43409 1 mp.ct R-i=t Yes Create' by Independent Third Party: Yes Design P-7s : N/A Evaluation Reports Other See INST 6184.7 for Design Pressure Ratings, any ; 111114 RI 'A " 1�4 I�Pll "" �V L- - - additional use installation notrool 6 , T in Created by lncl.pen art Party: Yes ;D-Ptations, prod Lot particic ars, (*-See General Note 3 sh Eet of Drawing No. FL-6194.7 regarding sidelits, protection-') -- —11 I � - - - 6184.6 . Distinction Series Up to 6'0 x 6 8 Opaque Fiberglass D cubic Door with Sltl (OXXO) The Sldelite Glazing Installed Utilizing the _ _____ _________ _________ _______Lip UteScrawFicone ............. ____________________ Limits of U e Installation Instructions Approved for u in HVHZ: N FL6134 RI 11 INST 6184.8,pd A cov.d f. outside HVHZ: Yes Par I U:: Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Re= Yes Created by Independent Third Party; Yes Design P" : IIJ/A Evaluation Repaint. Other: See INST 6184.8 for Design Pressure Ratings, any FL6184 RI AE EVAL6184,8.pdf additional use [Imitations, installation instructions and Created by Independent Third Party: Yes or coast P articulars. (-'See Caneral Not. 3 sheet 2 of Drawing Do. FL-6184.8 regarding sidelite protectom, r) __ -- - - -- - - - -- - ---- -- -- - - -- , ,- _ _ _ ___ _ _ _ ____ ____ _ _- - -- -- --- --- --- --- - -- ---- L----J -A u,". hik� ,III �A --y - d... -1 6 sm1 , ,I',,- " 1". ,P1,11 7 1121 , .... � Ane- - - S Cv, .'e, 11-'s. 1101 1, Iasi , 4 1-11 .111,s, e I �1111.`, I'll � , a I I 1� �� 1, 1� '. . M111I 11 ol-11- - , " "' ,W . I -- � "I - N" A_ -11", ' . , , ", , ,-, , o' � , , " - , , . � . k �n, .. " ' . NfM � ,�', li�,' L - " � -, �, � . b`�,o . I , , za� I I I - I I I , , I "I V o I " ,Z I � , FL4 - -, � - , � e, , , , . 2 � - S .. y i - - a -i" , , No , 9 � b �- - , - , I . " � � � ., , � =, -5li, � ,,, : , I c M , 'PAM"", , � 'r MW a�tr I'm scuso-in � .g . i N., Peoebr,mi, � 1-TIi,x, " u,1,11-11cerse I I � ; �teip&tl ' Pr— I Kdeff � NclastP l .1 � 0 Product Approval USER Puah, U: I � d �,,,,i `1111 I P � SAII, I Act— I App-.1 i FL - FL8838-RI Application Type Revi,ion Code Version 2007 Application Status Approved Comments Archi-ol ;7I Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Indus rial Drive Edg.rt. r , ON 43517 (419) 298-1 40 sjasperson@tttechnologies.us Authorized Signature Steve Jaspereso ajaspe'senbistttechrologled.us Technical Representative Addredb/Phone/Email Quality Assurance Representative Addr-/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W Evaluation Report - Hal Received Fl a Nice Engineer or Architect Name who developed Wendell W. Haney the Evaluation Report Florida License PE-54158 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2011 Vslhd�t.d By LY. Schmidt, P.E. - ' ,S, Validation Checklist - Hardcopy Received Certificate of Independence FL8838 RI. COI CERI OF INDEPENDENCE.Pol Referenced Standard and Year (of Standard) Standard Year Accepted En gineering Practice 2007 ASTy E 1 30 0 2002 ASTM E1300 2004 TAB 202 1994 Eq iv.lsords of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Data Submittiad 06/24/2008 Date Vdfid.tcd 07/12/2008 Data Pending FBC Approval 07/18/2008 Date Approved 09115/2008 !imnrija_ry wf±rqAtjc�_ ...... _ __ ........ ________ ... � __ I11 - Model, Number con No-, D .... ipl i ---- i ] a- "I'll,rClarEsPo' / "S...thSta," Outswing Insulated Opaque Fiberglass [)cars with and 18131.1 without Sidelites - (X, XO or OX, OXO, XX and OXXO I do ofigurations up to i In height) i I . . -- Limits of Use Installation InStructi ... Approv:d fo,r in HVHZ: Yes FL8838 R1 11 INST 8338A.Qcf i .u:: Appro, d f. outside HVHZ; Yes Verified By: Wendell W. Haney, P.E. 54158 I Impact Resistant: No Created by Independent Third Party: Yes I Design Pressure: N/A Evaluation Reports i I Other: See INST 8838.1 for Design Pressure Ratings, any FL8838 RI AE EQ-E84-02124. f PCt I additional use limitations, installation instructions and I product particulars. (Note - ASTM E1300-02 utilized for Created by Independent Third Party: Yes I a reas rhaace the HVHZ) - - - -- -------- T -- - - ------ - � ---- -- -- - - ---] I ! 8838.2 1. "Fill ... �c' / "SmoothStar" Inswing Insulated Opaque Fiberglass Doors with and i � without Sleelhas _ (X, XG or OX, OXO, XX and OXXC configurations up to 68 in height) . Limit. of U e ----� Installs ion lionstreacti ... I Approved for uze in HVHZ; YES FL8839 RI 11 INST 883 8 Approved Fin , U outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54153 i Impact Resistant: No created by Independent Third Party: Yes I I Design Pressure: N/A Evaluation Reports i OUnar: See INST 8838.2 for Design Pressure Ratings, any RI All IQ-EL,4-00�0�-psaf =�R i I additional use limitations, installation instructions and I AS EVAL 8838.2.p f . I product particulars. (Note - ASTM E13CO-D2 utilized for Created by Independent Third Party: Yes I areas inside the HVHZ) 1 --- .--..-- ---- - --- --- -------------4 8838.3 / "Snoo.thSta, " I) it .Lt-,,g Insulated Cp�qu. Id,.l .ors with a. ' I rclibel-Classid" with ' at Sudelftes - (X, XO or OX, OXC, XX and OXXO , I be rfigorati ... I It to 8'0 in height) _ - i ___ Limit. of Us. Installation Instructions I I in NVIII App .... d for " : Yes FL8836 RI 11 INST 8838.3,pd A Proved r .:: outside HVHZ: YES Verified By: Wendell W. Haney, P.E. 54158 i II�p,l R.f. sistant: No Created by Independent Third Party: Yes 0 ig. Pres-res: N/A Evaluation Reports i 0=: See INST 8838.3 for Design Pressure Ratings, any b L:XiI �! !�'-�� I ! additional use limitations, installation instructions and IL 13ii RI AE EVAL 8838.3u)of I product particulars. (Note - ASTM E1300-02 utilized for Created by Independent Third Party: Yes i areas inside the HVHZ) ��------ --- ------- --- - - -- - -- -- - I 1 8838.4 - d. "Fib / "SnapethStil Inswin Insulated Opaque Fiberglass Docrowith and g = I . J7srCl.E,ic' without Sidelit.s _ UK, XO or OX, Ci XX and OXXO i -- ------ -- - ______________ configurations up to WO in height) ----- --- -----------�----�----,--.-----��,�.�-�----�- I --- Limits of Use 3[cast.1hri 3[callarselli ... 1 Approved for us, in HVHZ: es FL3838 RI 11 INST 3 38.4,pidf i A pitreived fe, r as. outside HVHZ: Yes Verified By: WEnd.11 W. Haney, P,E. 5415. I 1 D Created by Independent Third Party: Yes I ; esig Pir ... one: N,'A E valuation Reports ; their: See IN 57 6838.4 for Design Pressure Ratings, any F1.8838 III AE Eg-E84-00-04.0cif i additional I,. I 1 dritations, instal ation instructions and FL8838 RI ,�, EVAL 8838.4.Ddf I product particulars. (Note ASTM E1300-02 utilized far Created by Independent Third Party: Yes I I areas inside the HVHZ) ------.--- i . I -.-- � .1 .w , �, -- �� . - ;;; - ealvo; i � , -1 1.11- . " I �, Y " i ------ 11 ,, ii,� ia, ,;� - ,,_D,,r. I s-aaz` W- -, :, �--, q - --, VyM-.l I 1. .. I I �,:' 11. , I I I .'�..::: I i", 11. Y, ,� �, I 1� � - �� .- � �-- , ', ... o , ,.� P M M 'a ,��' M 11111 10 " Eli , �-z K Is -, � ., In 'I 1 .gNt,d T.F. � . , 1 ' Pr I � �, 4 sultir I s.rcher, 1 a I PN. I Puld-ril � 1. 1,of r' BTIS St - 1 -, : seer . - LGER Ili, U 4 Product Approval 11,1l,rIP fl�i,, I I'11,D,r.1,S!jt,2� seD,t � Arrno rbi I Applivail-1.11 FL# FL12441 Application Type New Code Version 2007 Application Status Approved Comments Archiviad W Product Manufacturer Therma-Tru Corporation Addreco/Phone/Email 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 sTaEpErspn�FttttecmnqIogies.uE Authorized Signature Vivian Wright rickwip,roibidg-oultants.com Tachnical Rap,.s.ritzbe. Addrese/Phone/Email Orally, Assurance Representative Addr.Sc/Phana/E,,P,l Category Exterior Doors Subcategory Swinging Exterior Dict,r Assemblies Compliance Method Eval nation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Z, Eva lastion Report - Flardccpy Received Flo rida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 E Illy 1111��tty A::,rin n National Accreditation and Management Institute .. . n:: Q I V A re Contract Expiration Date 12/31/2011 Validated By Ryar 1. King, P.E. T Validation Checklist - Hardropy Received Certificate of Independence FL12441 RD COI CERTIFICATE OF RIDEPENDPICE.pidif Referenced Standard and Year (of Standard) Standard year 101/i.S.2 1997 TAS 202 1994 Ego volence of Product Standards Certified By Sections from the Code I., ... �, - ,11,1 �., - 1U 1�,, - , --q :D--,-1 �, ;=,��gy,l ias),,� , ,,-"—,, ,,"t ss or � � 0 IrP-ll, , 'Zf0DsS 4w" . " evocc., *4 I "'. � , , m � --I � ,I, - , , , " , - , r��s -slY - , � ,� A i i 11S` ,, . . I I I No , if �. o . 010 I Ar, ,44�iiNh-- � tt %K1 is' i , I I i Bor, , � r, � , , ,� , I IN , .. I - � I I I I 11 , I , � .1 I 1 , I � � - : I 11 R'o No I , , " 11 ,� �,, L �, ,�, A D, ": ,,I ? � , - 11 - 1� 11 � , " I . , ". 111 � -" o- , r - � &-j'a-- "' �, I -FIN - -- Ts, ui= M=Z .s . . . I � KIS ,1111 l 11g -� r ov, n191b1i, � HIt i � oub.11-111-i � I , 4 Stl PIP111PPra � f— � 1 � .. Ste - ; U -1, 41 1 *Product Approval USER N uvor r 1 - I J�F I ARD I I Apploall, -.0 FL # FL5675-R2 Application Type Re"d a if Cod. Version 2007 Application Status Appr ... d Comments Ar,h,,Ed &F, Product Marufacton or Clopary Building Products Company Address/Phone/Email 3585 Duke Blvd, M ason,011 45040 C513) 70-6062 m�ve�t�rfield@)clop".com Authorized Signature Scott Hamilton Sham, lton@rlopay.com TEdh " ucal Representative Add, ows/Ph.n./Email "ality Assurance Representative Add. ess/Ph.n./Ernsul Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Eva ation Report from a Florida Registered Architect or a Upersad Florio d Pr.fasausnal Engineer 'a 9', Evaluation Rep. rt - Hardoopy Received Fl, ride Engineer or Architect Name who developed Scott Hamilton the Evaluation Report Florida License PE-63236 Q i Assurance Entity Intertek Testing Services NA Ind.- ETL/Wark Hersey Quality Assurance Contract Expiration Date 05121/2028 Va I dated By Gary Pfrahler .5, Valid�tl Checklist - H.rd,.py Received Certificate of Independence FLit675 R2 COI Corti ' f ' cationof Independence of Validation Entity - dF Gary PfuchInEc FL5675 R2 COI Statement on Inden oblembe of Evaluation Entity- Sc.ttHdmflt.mpdf Referenced Standard and Year (of Standard) Standard Y., ANSI/DASMA 108 2002 ASTNIE330 1002 TAS 201 191, TAS 202 1994 TAS 203 1 994 Eq jyM.,,c.f`Prdd.,tStardSrda Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 071GI12009 Date Validated 07/02/2009 Date Pending FBC Approval 07/09/2009 Date Approved 08/11/2009 — � 5675.24 1024 -- --- 5-09 PAN-21`151: 64A, 94, Steel Pan (min . 25 ga.) Single -Car (up to 9'0" wide) i 11, 11011, 191, 11, 11V, 41ST, WINDIODE(D W5 Garage Door 1 - ---- -- - - - �13, 4RSF, 6RST, 6RSF. 2RST, 48, 42, --- I- I - ---- - - - -- - - - ---- - - - - -- - 11 I - - - i 1 55, 48B, 42B, 55S i . 1 Limit. If Use 1 Imst.1hatican ]instructions � Approved for use in HVHZ� No I F1 5675 R211 1021 10-Revl4.pdf Approved for us. outside "VHZ: Yes I Verified By: Mark Westerfield Fl. RE 48495 1 Impact Resistarfle N/A it Created by Independent Third Party: No I Design Pressure: T30 PSF/-32 PSF "I' 'Poirts 1 `= 1 Other: All OPTIONAL gl-mige available for this product Z R. CBPC 08 I 027-A.pdf 1 meet thewind load requirements afthe F BC . Two types a, Co eated by Independent Third Party: No IOpt. glazing are available: (1) Opt. Injection Molded Lexan i Frame & Glazing that DOES ..at the Large broad. Impact I i& Cycl is Pressor a requirements for Wind-borne Debris 1 1 Regions (WBDR) or (2) Opt. Frame & G lazing that DOES 1 1 NOT meet the impact resistant requirement for IAIBDR. The 1 1 product w/o glazing DOES comply Noth the impact resistant f 1 req ulrement for WBDR lines 1609.1.4 FBC). l I I - T� - ----..--.--, 5.25 21 1111-11 PAN-IFI 5 1: SIA, 11, 1 -15 21 Steal Is, (min, 25 ga.) Double -Car (92" to 16'0" wide) �, ", 1'.iu, "'S , 76, 76V, 4RST, WIPJDCODE� W5 Garage Door I 14RSF, 6i 6l 2RST, 48, 42, 1 55, 4SB, 42B, 55S ----------- Limits of Use -- Installation Instructions Approved for use in ll No 115C 5 RZ JL--1Qf,522--R--1--1,p�f Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 43495 Impact Resistant: NV% Created by Independent Third Party; No Design Presnaa P.: , .30 PSF,'-30 PSF Evaluation Reports Other; All OPTIONAL glazings available for this product F1.5675 i AE CBPC. OBID27-A.PdIf meet the wl rd load requirements of the FBC. Two types of Created by Independent Third Party: No Opt. glazing are available: (1) Opt. Injection Molded Lexam Frame & Glazing that DOES meet the Large Missile Impact I& Cyclic Pressure requirements for Wind-borne Debris i or 'I, Opt, F111 I Glazing that DOES ,Region, NOT meet the impact resistant requirement for WBDR. The product w/p glazing DOES comply with the impact resistant I requirement for WBDR (Per 1609.1.4 FBC). 1 -- . 5575.51 051 W6-09 PAN-2FI53: 73, 75, I Steel Pan (min. 25 go.) 5ingle-Car (up to 9�0 wide) 34A I , 94, 42, 4r, 42B, 485, 4RST, WINDCOl W6 Garage Door with Optional Impact- ...... _ __ __ _ _ _ _[6RST ____ __ - - . . . . . P11i1t11t Lites . ---- -- ------- - - --- -- Limits of Us. Installation Instructions I Approved for use in HVHZ: No FL5675 R2 11 l0I348-A-R.yI2.ddf for ... outside HVHZ: Yes Verified By: Mark Westerfield FL RE 48495 IApproved Impact Resistant: Yes Created by Independent Third Party: No IDesig " Pressure: +38 PSi PSF Evaluation Reports 151, rol doors (no glazing) or doors with optional ��A CBPC QS-102.7-A.Rdir ,resistant glazing are minact-resistart (large missile 1;m`1`:'-`1-g Created by Independent Third Party No 1� ------------I-- -- ------- ------ - - ----- i -------------- 5675.52 1 052 W6-09 PAN-ZF 53: 73, 75, i I Steel Pan (min,,25 ga.) Single -Car (up to 9'0" wide) 184A , 94, 42, 48, 42B, 48B, AIRST WINDCODE0 6 Garage Door i I i 6RST ___ ______ _________ _i - -- -- - .- . -,--- --------------- . - ----------- I—— .------ I— Limits of Use Installs on Instructions IAp,,,--.-,d. f.'r us- in HVHZ: N Fl 11 101348-S-RovI2.l App .v fe, ... outside HVHZ: YES Verified By: Mark Westerfield FL PE 48 95 1 Impact Resistant: No Created by Independent Third Party : No DeSi San Pressure% +38 PSF/-42 PSF Evaluation Reports Other: The gle,cing available for this product meets the FL5675, R2 AE CBPC 081027-A.pdf wind load requirements of the building code but DOES NOT Created by I Independent Third Party: No ,meet the , m pact resistant requirement for windborce debris region-,. - - - =-=------ -16-- - =-,-=-----.--.--:-----_--..---==---- - - - - 5675.53 0 53 W6-15 PAN-2FI53; 73, 75, ,--- - - . - ----- ----- ------ ---.------ Steel Pan (min. 25 ga.) D.bbla-Ca, (9'2" to 16'2" wide) 84A, 94, 42, 48, 42B, 48B, 4RST, WINDCOl W6 Ga rage Door with Optional mi RST - -- - - . Resistant Lites - - � I . � � . . . 11 - I Limit. of U . Installation Instruction, P proved for u:,e in Hl N FL5675 R2 11 101539-A-RevIO-Shor .6 ` ad iA Approved for , . outside HVHZ: Yes Verified By: Mark Westerfield FL PE 484 9' . Resistant: Yes Created by Independent Third Party: No Design Pressure: i 37 PSF/-41 PSF Evaluation Reports �Imptai Other: Solid doors (no glazing) or doors with optional FL5675 2 AE CBPC99063�Pk.Jsdf impact -resistant glazing are impact- resistant (large ri Is Created by Independent Third Party: No I int pa ct) . , -- _ __ _ -- - -- - --IL�:L----��__-__��L� - - - - 5675.54 054 W6-16 PAN-2FI53: 73, 75, - ----- 1 - -.------- Steel Pan (min. 25 g,i.) Do.ble-Car (9'2" to 16'2' ,,,too) 84A, 94, 42, 48, 42B, 48B, 4RST WINDCODD� W6 Garage Door 6 RST _ _ _ ___ __ ___ -----.--------.- ---- Limits f Use I"'d"b"i'" '"strucid""' Appr ... d four "s, in HVIII: Ne 11-11,11 1z it 101539-8, P.LLpdt Approved f. r ... outside HVHZz Yes Verified By: Mark Westerfield RID RE 48495 Impact Resistant: No created by Independent Third Party: No Design Pressure: I 37 PSF,'-41 PSF Evaluation Reports 1 Other: The glazing avai I able or this product meet, the FL5675 R2 AS CBPC 09063P-A�Rdlf 1,,I,r,,,i,,-,,ts of the 1,ildi", ,ode but DOES NOT Created by Independent Third Party: No IwInd meet the Intact resistant requirement for w indborne debris regions. Product Approval Method Method 1 Option D D:tt: 'abuittle, 04/17i2OO9 D V It ,ted 07/08,2009 Date Pending rBC Approval 07/15!2009 Date Approved 08,11112009 FL # _ _ ___ _ .--- _ 12441.1 ,�Nuroberdur Name I Mocle -------- - a. Tio.,Cla,ah,", 5-othSter', I "Cl asslcCrall or "llassalraft Rustic Series Description _ ____ __ _ -, - _ _ _ _ __ _ __ __ _ �- � � 3'0 x 6T Opaque Fiberglass Single Door with Transern (DIX) - Inswing or Outswing - Limits of Use Installation Instructions Approve foruseinHVHZ:No a " "IS &,�.?-4tLJ1- S-:l Approved for us. outside HVHZ: Yes larill.1 By: Lyndon F. Schmidt, P E. 43409 Impact Real taft N Created by In dependent Third Party; Yes Design Pres: me : Ni Evaluation Report. Other: Sea INST 124i4l.1 for Design Pressure Ratings, FL12441 RD AS 5VAL 12441.1.pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes prod act particulars. ------ --- - - -------�--------�---,-�-----.--..-�.�-..-�-,----.---.I -------- -- -1 b. "Fib rClassn", "SmoothStar", 12441.2 . . --- ---------- -1 ---- 1.1-1. ----- 3 0 x 6'8 Cipaque Fbe, glass Single Door with Sidelltes and "ClidCraft" or "ClassidCraft Transom (O1OXO) - Inswing or Outswing Rustic" Series --------- - -- - -,-- ----------.-..-------- Limits of Use Installation Instructions 1" Hli Appir ... d far " -: No FLI2441 RO ITINST 12441.2.pdf A f. outside Hl Yes Pprcv.d r .:: Vial By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressurier N/A Evaluation Report. Other: See INST 12441.2 for Design Pressure Ratings, FLI2441 RD AS EVAL 12�41.2.2df any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. I I,,,- V,",�"",Imu, I �,-'- "'- mimhim &91=4=145=8� as, � N,, . o""", , i � 5,bm,,,.P �� Atl � M."I'll'., I 1- � ,., 1 ona -, aea,ab 1 f I It Approval 10-S.Produ .bk I.e. - Ed �:,;� I o,", - ��, 11.,A--il " I -.6i -il FL t - 131c9 . �Pplhcch 7"'re 4 - Cure val-ar, 1Eo7 VP hr-Ulli s-ar" �ippr,nsl 0", r� or, I, Ar,h,,.d I Pi ,drdi Pi,nufact i� air 11-111 al"Lumlim lirrup,"y .ddrsP,/Ph.r.,hEiI Iciol W r,csdy P.1 --,al I r, T11 71016 -5271 Ext 207 �97 �� 2-2 van p -des,Uciacn. ,,in Aothurd ligr Is— Pd ,,, , ps, a,fogPd., ,,,,, Ta,dh nice P.Pro-n-ar- [van Parades Adult , c,/, IT, co c/l, rnPil 1COL ,1,1. CLy R - I T , orr tcn X , 503b ,ran.PdrrdE,xdqactx ,cm Qhty 1,ra F.prao.rtct,� . Lad G,, cL,Pck Ad,h ess/Prci ail lC01 11, C-Ly P D - troo I tan TX 75D5b t.1 r.Nack,q,9c �, caT.g.,y N no.,, - Dubeg,iry - 2 C,ri PI .... 'I'll"d -- P-T,, P ill a Fld, P2'-j,,.,iI-A ,,,t,iL,,t ,, a ,j lorl,ria cro fi-i , isl Engincer �� L,,IuPt,o, Report le, d.p, i FDrd,Enq neal or Aichitent Name ,vho dDoolspi -MS Roberto Lorna; th.EvzInab., Rcp.rt Flonda, Lle -E-125�4 ,e l '�"��tty :11 aot,,ral ,dir�hdr. ond Mrq,,rent titute Que y As ,a se C.I-T-tExpration Data 12/31/ '311 Val, 3,be j By Dtd,nn Y. Jh, PE ' V�Ild,ti Ci,ctli,t lcp, Rs"ad CET,ficate .fird.p.rder. -�,�,� �-,��, 1-i '-,.o"L�i� �1� og,qj �c',ahl _R,� ,, `- - -- - � � � L -1 _ - Pcf,r ...... I �tsrddrd and Voz, (,f Gt,rd.,d) Standard Yes, AAKIA/V�DMI/SSA 10 ILS I/A440-ES 2DOS Eq, ,.I-,-- .f1i uJi Flarda d, c,ard led �, Sections -rom the Code Product Apid-al MI.th.d I-I.tl,.d i Option 1) D.L. S.b,itL.d 10/30/2009 Date Va I dated 1 C/30�2009 Do to Paul g FBC Appr-al I 1, 08/ 2009 Date Approved 12J,09/2009 1 13199 3 . series ISSOJ1570 I Alubdurourn PXV (Flange) 60" y 60" Insulated Annealed i 31J.6 . Par Manufacturers installation instructions. I � I �------- i Limit. of Use -- � �rudtullation Instructions -1 , Approved for use in HVIHZ: No I � ' � I 111.1 A:; H I s � 08 I � 1:��11 .,� 'tf ��Lrc�,I. �� If I � � , D�, � , I - .. � � � . - . . ,.. ... Approved fm, outside Il Yes ; t'! �I R, !I � �� I�Z�,'',� ;� 1,iye Pdr Impact Resistant; No Vxi ified B�: Luis R. Lomas, P.E h2d14 Design Pressurs: +40/-40 Cra ted by Independent Third Parta� YES a i � Other; See attached drawings for the installation Evaluation, Reports ,,, struct tons- ptodu,'i p.,f,),,.N,. limiL,YDP and other , 1 IIP`� "I., IT �; I . 1-�! e� - I I I I � �.,,, I— I � � j ",o ,c i � limits of use. x% � I I- !,i"F"r,,,� I I run,ated by IrdEpE,doUl Part, Yes I I .1 1.11 I - .11,11111, I— 111-1111.11 - --.,-�,��-��l---,--�1--�--l-l-l�--� � 13199.4 1 series l9i -��----��--��---�--,----.-"---,�- -.11 . -- ---I Aluminum PIN) (Fin) cU' M 60" Insulated Annealed 3/16". � � � � - I- I - �.�-�-��-��-,�-,------------.--.�- � Par rlufacture's installation Instructions. I , —-1 - � ... I I - - L . I . cal t 11 . 11 of U � . - c Installation InstrooLhons � � � � Approved for ... in HVHZ! No -t 1 3 I -)p R,'�',_11_ 04112 00� -; 2A P - `�, -!` ' ' ' -r I � � Apprd1 for as. outside HVHZ: YE, -1199 P' If -4 08-C�ic,234 lr""�v,�, ,!,'� : Impact Resistant; No V.Nified By. Luis R. Lomas, P.E. 62514 i � � Design Pressure: +40i Created by Independent Third Pam: Yes � � � Other: See sitt-mid drawings far the inval Eviduartion Reports i . I � � natructions. prcduJ perf,rom hinsior/DF, and other - � I no f� ALcil � 1�,r, C, I Sbr2,� 1-"'�,'� i1j _,,' , " i 'Ll - ----, � c_-c - � � I "Im of no, ��Oi h"Inal ' i I � � � � �- ----- C-ted by Ind .pendent Third P.mv Yes I - ---� Flolida Buil(fing C-0cle Oul http:/J,iNwwAoi1 iabtdlciiig.org�pi/pr_al)p__M.a,,,px?parairr=Nvc,E'\�XQ,wt§ � mb-a I WAMMICISURNMEN01off= 4 i � p i "' . , L�g, , ".11iol"ou. , Hiui , 11ir.a. � 11.11 C11 I Poin � 1111 ,� .P . on,, I 'l- , I ,* Pr.du 'I Approval triall i La., P 1%--uU,.1L:,, , S,'; , trc FIL A , �.lipal -;I -IL11412 Appb,in Typo Ae" Code Vsr,,.n 11-o7 Appl-th" s:uru, �sudurqFBC ATp1.1PI it.rt, Arch -al �- Pr Di manclactirsi � er,at 11 Aftrin rLon cout party �dd,Phoir.,Err ,it lcoL 1v c,-Ly P - , I t,m TX 75D '9 12 - � -, 271 Est 207 , - , i � van PF,s&qac,,, ,,,,, ,A,Lh.,d --,qb s-o r. ,, L., a, lcri .111ap"rPol I Ted-cel Repi-tSe-tioe i Pdreds, 'ddr/Ph.ri 1 C 0 1 'IV m "by R o - at f 0 1 tcn 7X 7 5 0 D J sa"'p., sc.'1C)qP1m (�u,lhty A-irar,a P,l [,.,, Palaces, ,,i F 4dd,/Phdmp/E,00,I 1CD I W Crc,Ly Rid. -trial tco 7X 5ND6 P or,- A1gs,t,.rm, 'ale9c, y ,v ridictq� - F-Ibi,nt.g"V -- I ghl Hung Cc ... plia,,-a Mulhud! - , l, P sp I, IZI . rr,ig a F I il i it , R �y, , � a, cd ,, It i .1 L P Ul a 1, ,or I I e J : �,�, ri, ,a tom or I , _ .a, ` " 71ri P.p.rt Is, dcupi Rc,,ivEu Fla od., Ing reer or 4LUteat L:Irre who ,13velaped -ui� Pubpom Torr as the E�Eli' at., Psp.rt Folds Liaen FE-12514 Qlify ,,,, ,o Eity %J�tioni Adlabon & r�la,aqarovnt Itibrltl Quality As-ards Qci Ell ratiDri Date 12/31/2DI3 V.11 ,,ted By :td,ou 11. u,ia, PE -� Validab.m CIlat ll.r,-py P,c-,,,Pd Certificate DfIrdeponlands I -:,J-.�1:: ... l, , , r ,L,,I - - , , I � I � . ... I - - -,c P.t.,.,d Stan ds. J air d V (of btar d.,d) Standard Yes, AAMA/WDMA./QSA 10 /I E.2/9440 200c Ed ,als, ,E ,fP, ,drut nt.,-J.i ,, 1 It 1, ad I y Sothic- -ram the Code P - I, � r A I � -� I � I ` 1, r, -,,I "I'M"'I I -)-fi 1� D,1- �,,b i,iLl,r U-,'i 7 , �2QJ I Dal Va ido:ld U-1/is" ,ull F)of- Pdrd -9 F pC APP 1 owl-4,,,ni I FL P - I Model, Number or Name -- "---------- Description ----�--1— 1�1 11 i2. - 1-1 DI � Al --I, —311:1 —I'll,', =1111111 - �11;111-1111,11-111�T -- -- -27. -11-1-1,11" --lIC-117"! Limit. of Us. lu,tall,thuorr 111trwi,thsam, Approved fdir us in HVHZI No I 1:1 � ,� � I i �, , I � ; � . Appino,cool for ... outside Jul ` Vfiel Fly I it, r P"Ir"'t" I ro, 6- - 4 Impact Pests Pit: No croateJ by :Ddepe-d., ITI, , z P-r-,: '(at Diyugnt Pr .... Pei P1,1 E-holathoo Report. 0 .,: RF 7 P -0 TUJFTAI A I')NJ TI,JSTRIJ(TI')lJ'i CR �,i ,, �, Pf" � , I , �,- , - -, , SI- E S �Nff, `11-11 13 I I � I - Cr-�t�jt"":�,I-p�-.�e-tThr�Pcr-�: Yes -- I---- — I— ------- i44L2.2 5�C,�i!I7� PECT;IL131-1-4: �1 T., �E,0,1570 PECTA,irl-li SH A-1-rd FUJINI vvV,DO,',, U�tlu-]M-s,CT - I � � I 11 - 11 1.11, Limile of Us. I 11 . I'll Imatellaticurb Instructions Appred ficir utie in HVHIZ: M, �.i ,, , �� I t,� ,�. �, ��, � '� � '1.1-111111111111 Approved for ... outside HVHZ; "13 V:11 liod � ILL, PI,olb,rtc, Lo ,,a: G7 � 4 Impact Ill ut: M,, Cin,afi�l hy r,,rx-.+,-f Th i - P=i -,, Y sign Pr .... re, N/A Evaluation Rupert, =D m zi,h,11 U INS l�,L-A SIt INs, PLLIIL:N� Ck i I i� '',r ,�,, � I � ' L'� �;T7I7 nNn PA-lh,Fi� Cn,1 hy cd,rv,-.T-tT1, i - F -i -, )- I -0-d W CD I= Cn — c NrIFr---`"uUr--51oR'F- -PF-�PFF--U`1`t ., I I -1 . - 11111L 1111111 CU a) -4.- -0 > -C-- 0 - -'-�Z� �,�� -4 - - FT�, � 1 --- �, � -; -c ., -, �, -0 -vi.-, __ :__ , ,i, A �� S. I- = , �- , - �� ,-,-,-c - I "D I I _ - - - I I -- � - , ;, _ as � � (D 0- " Z � ,- - - � NO ' , qp. S , r I a- _ , i 2 ZiN 1,4II � ii�l vc . �;. ? at I ' -' I . � � ii " ' I hom. as I Q - il � r iu ,- th,j.', M l�� r�: ' S ' ,0i',"-lr'i4"tA-,- � - A M i � I o 2 , , , �"�� " mm " vsvDt.:--u,1sid2E il�'ll,��4,��'llf'O�,,�'An'r.94�lI a) 0L . � ralwavil M-112VEMM, _r "", 111i1i l1I111,1 11L11' "", "I"'O""I'L ....... � C CU -0 0— . , " , � ' ' I I I -al '1M.a 1 1p:� " Nrn.111e � -11.1 v1 PZ111 "a"voi 11.11.11 E,., , rg 1 -0 c 0) 0 -P, 4--i *:fla !,t�m-1 4 CD U) a) j'"I" C = CU '— ,&'�Prachublt .,pr.v.1 Linal poblia U., - L'. -- as,e,PaPu,'1 W -0 CU (n � , -- � e 0 -0 -0 ` I , "' I � I I I , � , �mp-,... 1�acu�,-,LIljlr��, , , a . '=,aA,,N,,t, � 'o---X � , Aisafil bel FL5302-RI = 0 -2 -= a) A i S,;;w 'Plicetiso Type R _ i ;. il o �5- C -2 ?;: FL # -L12171 4m - I.-i ns'. la'son z a7 , , Applic'u" status AP,.J �d �r4 Apphled,11 Type , � -M = , - it d ') L" A-k --5�o-"",L�,:.�',�-",�',',��,-�l",',��, C---:, s Li- — n J �--- "In ,,, �' CU (:) -I.- ,+- C13 . . ollic, ,In, �, ,, EW� A v d C .2 .isphs.tic', S�.Pu, `,pprovej C0 0 > C"s in .d b, P,ad,,t M ... f, ,,,, Amv,r G9, D Addross.Pi c/E-,[ 165 Carrm,a C-,t n -0 0 4,,t,,,,d j . PsIP-1mr, - 271al M a) L- (336) 231-1309 a) L- , dx "Yti o ,,,l) . D U) CL P Pi Planufai -reral Alcr,i - dpa'y CU 0 �'i'd,/Ph.,ro.; -d 1COL 1A ,CrPd,� P A,tr,n,,d5Ign,1U,, 0,rhy J,y,,r C- ICU ,lo- 4-i - � o ... t' r TX ' IT dyJ,yr"dV'r.wm, �- -0 . C Cn < ��72) 2-2-1271 EM �17 ,an P a, n-Joiceal, .,P, Te,h,,k,l R.pretsi L..r, IPYI- Addx,,iPh-e/l 165 c"o'g, C,I,t A,th,nsad A,qra-ure Ivan po,.d., W, u-n-1,nn, NC 27105 (336) 251-1309 v Pet etePagad. or ... d,.,rrrl -no Telfrical Repusse ri I ,a, P.r.d., ii Ar,rP, Repr,tati Add, /Pho/i eil I C 0 1 IV, T, * R . AdMr,sp/Ph,r,/Fm,oI I , , , - Z o tcn X , 50 o v a, p ara ... id, do co� corn Cstbg.ry l Dv,,, It pubdatag�ry Sectf.r.] E.erl., DP., A,serni 1. al ity As— a, .a Rep, P t�b Too S,r,La,P C.ml li Iv.U.ti.n i fir- . Fl.od. Registered A,�hlt.ct ., . I-c-Psed Add,dot/Pricre/Eblail lC01 W, C,ccLy R 'l,od, P,,f,,,,,n,l Eii -- a, ri, I to, TX 75056 ' , I 17--im, R,p.rl H.,dcPpy i :.,I -rcl,ad,@qartx �.m Fl,ndy Eng ....... A,chibad N win, d ... ,pad Th,ma, L. Sh,l,,rdi,, sA`aq.IY -xPel lot Drs 11' e E1Pi,t orep" SL'bs�tagarl �l lfinj E, ,r,,r D,,r 6rrldlias F �,lda Li 11 ... PE-0048579 ,auaE linory Int-al, -Ing S NA Iii 4 Ql:��tlyy 'A ........ C,,tr,,t E,poi D, , QP te 01,01, 099 1,PI Mull"d �,, 6 r-I .... Mcik r ir,,r,ij VP rt,tsd By Sta, M, U ... In, PE ,�- Vtld�t Chb,kli,t - if�,dci,,, Re,e,,sd C.,Iifi,at,.D �q.V Incri-, A,cU,tedul,al faaP,Jtj, �,Ioton Val,d,tad By ate,on M U 1111, PE C,rtll ,f l,d,p,,d,n,, 11-13U2 .�l_��l_,,,�S�,�,�,�.��,,�,l�',,I uf1c,1,I1 7 24 floor pur ,� Vohdafi C idi,t - H & py R,,ved Ralc,E,c.d SlSrd�rd d - (.f at.rd�rd) sta.d.rd Year Z AN,IXA1MA the 101, AIM E 330 tub� P.f.r.rood Standard! and! � (qf�t.,da,,) Standard Year AAMA/1NDMA/C5A 10 /].�.-,/A440 C5 20 0 � Eq,iv,l,nw ,f Pr,d,,, St,,,d,,d, C-lied By SPIN ler D, of Pr -duct Stardards S,,,.,s fr the rude C., bfi.d �y � Pr.d.,tAl M�etl Ii I Did— D I Z Let ,bm,tt, "ill"i"' at: Sa, Pr.d.ct ,ppl.v.,I method �othoJ I 4tion A Data V dUted OU's, ' .,a D Per,ing Fes AppvI 01 � 13/111, Lot, Appir ... d .1/clics. - - -- --- Date Sub nittzId J-/04,12�r, -I- ------------I ---- ll-lilui ,nd,herruw -- i IRC-6009-130 15, Th,a 9 ,,,d,, --- -- ------ I W I Sir. f� , Date Vti 03104/2009 i aazz - ,, I (t,1950) — -- - --- - - ----- - -- , ! D abe Farthing FBC ArP,PI u3jog/2600, : Limits ef Us. I.st.i I— Itivi"cUN's Date Approved 0410712009 i i Ls3c I I Api 1 " 11-11, i: to: c�rn11111-11 D& : Nid r .:: in hy.�: No i -PP f. ..t.d. HVHZ: Y�e Verified By: TOM SHE MERDINE 00�3579 1 Innact R,,i,=t N, Crelbad by Intl Third Pvrty Yas � S-monary-tProduidits- - - - -------- ----- - -- -,----,, i D-ig i : 126.7/6 E,.lo.Jp i : Z I " -� � Is : � 1 Other: i Pressur, �26.71-31a, N,t f,r ,,,, ,,, HVH i .i Al � I S, I, p` - ---- - - ---- ---- - - -- - - I I—- - --- -- -- -1 ---- -- , , �- -- - I—- I I � I "t be -1, .... d.b,ie I � 2;, - RC -.c-15,YPf ! =I Model, Number or Name Description � G1,g,�pb.ii, ,TM d in ,,rd H 530�_ R E - 5sa2 T I _6009 __ _ _ - ,ad,- r ,lg,,d ,, pra,lly ercl,sod or Cr,,L,d by li,d,p,,d,,t Third i Ybo : �'i-1-4 - — .�.-�---.-,-��.,-,.-..-,--,�.--�,--,— �i dwr I� v r:'p'1�"`i`t'N` die I . 12274.1 1 Series 420 Al-imum SGD XX and NO (Firlal.) 96" . 00" Single Gl.. I -- . � I � add In,ol.ted Tempered Per Manufacture,', iD,tdll.ti.0 1530-1 1 Sti (Mass) .1d Hertilge Dwg IRC-6016-130-1-5, 1oiTI � ,,de � � � I ("1950) d � instructions � I -- - � -- - ." ------ - -- I- -1 -11 1111-1111- - - --- - - - � - � 1111111111-111111- -- 1 - I - � - --- - -- -- - - - - - - - - -- I � � � Limit. of Use C rLil pr � . i ,� Agency CSPI,iffii Lurifte *1 U ... .... U .v.Z: No In tal-mr, 11m,ti ... I - - Ap ,._d . , I '.'u, P' .;I. ,-Jr, -,.-: - � --- lic Otlic I 1.1,lf t Approve for use in HVHZ: No � 2 , , �'. � cyc "I � rk:si �A�,i96-11 `C'L�-1`111` Appd f l HV"Z: Yel Vorfl,d By: T014 SHELMERDINE 0048574 . - - - - .zlal- � An ronned for use outside "Vi Yes Quality A ...... es, Curti E.pitntli Date lan I 1cd by Intel Third 1PNy Yes I I Imp Resistant: No 0612C120i. tl Rei No . � P . a" ,ig P ... une: ,25ol " . r : Design Pressure; +40/-40 Installation Instructions other; Desig, PlA ,25.6/-29.1, NPI, for in HVHI.! E1'1!iuL`.bo1,oRAf7r5"`Cf / ,�j 0.1 lit � I I Other: Sso ottz,frod dh.qs for the instullat Fll2274 P','% 3f -� -ir �4�, : -1i1,-' Gla,l,g si sh,ill ol, to c,rd in ,, ... al-b. 'no debris _53 D R,1 f',�eT'I'De 13 1 2 T 1� el -'I, I -, C, 5 ,�,d P . � -c _L ., ,a, �Lo'brd b P. � � n,trt muct s, product tell ri I i mits/DP and otNei V urfied By Luis R. i YE 625IfAl, r.9 ,Ir ,r1a,s ,tir.dr, desgred ,, part!. ly PIP or I Rr ot Timid 1.rty Yes � , , c I � � I Pride of Use Created by Independent Third Party: Yes do,, i ... spi-ement d,,r. � I . , . . Evaluation Reports bmid., Flouding Carld 0.1hob hup //a- floricialomilding org/pup-ppdt aspx1paiat-GE "X t . . I Cn,aoad by Independent Third Part,; . ----------- � � -----'--- — . Series 420 Alurnimurn 5CD XK and X0 (Fml-f-) ,6 x " , "he , ,,, I , �. I, ,� : � �,. , � -- ;. , - �,- - - - - I 1 12274. Z I � �� , -1 ", --�c,�_',,,s- AP"E; � I.- -=-1-r-- - -1 1- - - - , � , wu:T:ml � Ira-SU u, ii A �, 9'JVt.11 � and Insulated Tempered Pet Manufactmer's iii - , - I n� � "elb.tion F'A,11'1�1! 11 . - - I I ... I—.. 1 ! - d P, � , - ., � , , " x� �crp , 5 R , - -1-1pl--l" , - Ali 1 - - -I - ` � � , I , , . , - , "tt"A P - � " , � , � � 1 - � � inetruchona. I 1 , � - � ,� r - - , � " � - I , , t I - , M " "' " " lc , - , , . � I . - . , ", i - I � � � � I—- � 1111 I I "I'll..'', - � � � � � � - � � .I . - � ... I.. � ... 11 1. 1.11.1-1 - - 11-11. 11 I ,� � A - -, -- -, a ` - " , , ,c, 'E�z. : , c � I ,�--",-!�,,,,��,�,'��,�,-��ii�,-r",��r-�r��!"�, 7, , �2- , mr, , - - I Limit. of Use (i oz��- - , ��.I- 7", r", I z I'll . I - � " � "I'll � 7l, ittio. Agency C.1tifi-L.', �,��', �,IP� v o, OR,- 1 1 - � "I'll", . - - 111111111111111111 � � � "I , , - , - 11 ::C � I o ' ' - � I - ,6 � I 1�11111 I I "' , ""' "' "" "i "' ` "", " �,.'m : .11 & F111 ILIP1111 - 1. 1 " 'or I` ' L - � I Approved for use in HVHZ: No r 7"'....'Ro . .... . CA' i)2 1� : � otP- ,�� I . t - I Approved nor ... .. taut, dlVdIl Y Quality Assurance Contract Fxpi ration Date , I � 061,�/2012 r,d-I p�rnvel � .SE � . Pressure: +40i Instal ation, Instructions , 't, � t DO t`1se r: See attached dra AI ngs for the i nstatl artior, l, � �, 1�1 �' it ',�:3 r'll -1 ...... C�nc- I � I . . I I . I - Pact Resistant; No - I I- - - P ign � �- .1 - - � I oti . nstru -, product performance, limits/DP and other Val BY: Lots R. Lomas, P.E 625i4 . I of I,- I " r-11 L 7r --�. - o, "'i o , . Created by Independent Third Pal Yes Sic � imints use -L � I 1ir_-ysI�`rrum.h--1sl � Fv.1mri Reports 1-111--l-.- c I -11111 I I Fl � 0-itild byInd.p.,dErLTIU,d Faml: uzh,,�,Pa � ... .... ... . . .. .. ... '' ' - I - I - - - - - - - I I N.-pr -�,, Applic,ti Type Fbv "" , , ,. ----- V; ,� I � -------------- t- - - 1ul- - I I - -S 1 I I c.de V ,,I" Pool I -- I I - 5 � Sei es 430 Aloni SGD XXN (sinless) J.43" x SID" Single Glatis and i � .- t-zt -P. -1 I- ' - I � " lP Uil Ap pulloo, stla, App,o,,d � Insulated Tempered. Per Manufacturer's installation ��t,- � ,� � �I � r I i I—— lal - Pi 1, Vall Dc'ns � instructions. , - ", , , I � - ", � IF 5 I . - - I I - 4�' ArdhowAi � , I I Linnita of Use Certifl-tion Agency C-tificate I . . Apl elfor ... 1. HVHZ: No � � , � 11, i ICI 'C"IC D,t S's'i I ��) ,,, - ,,, 0143 . �w,�� I I I Approved for use outside HVHZ; Yes "'; � � r, I P,.di, t ManuNd.i-s, Am.rr Garage D.o,, - ---- I— � I - -- - -- --- ------ -- ------ -"-------- Add ... xTh.re/Pnvol 165 CRg, C,urt Wibs-Salem .1 271al . I (336) 251-1309 IF - . I Impact Resistant: III, . Quality Assurance Ormi Fxpiration Data Design Pr .... -,C.'-4- � o7s0S/2C i n - darnyJoyid,amarr.rom D -!�J Ji f.- th� ,train at,., : Installation Instructions I , I ften � :,o �tt -1 I - - - I - � , I - I ist r ,,,, p-t F �n r, li 1EP i :,h,, . : ;� I � -- I � t -- : I I I -- - -- - �:�,- t - A.th.ro.d E,gn.tilne Dyy J�yrair " uc �f 'E. 1� 11 - d 3, ILI; a � ' L . . . h, P.E. 5� E L I I d..ry.j.y-r@,crr., Urcli d h / Infttm d,im I hird ,orty '.'do I F..lU 'th'" R'- ` I T,chinicoi R,pnisent,tv, Perry my ... - -- --- - Ir.al 11 Indeiperdl�snt Thir d Sarty I � �- I -- ��l -- -- ----- - I wi-r-I m, - c7- i -- - -- - - -- �,�, � ------ I �� - - - - - - - -, -- -- - - - - ---- - - -- - AdMio.�Ph.,a/Em,i,oI 165 CP,nage Co,rt I I 1 IF7 4 fi I � 4-�, sI ,,,, ,,, - S, - R WK, �-i r! : 14i" I p6" -oi ('1 d (336) 251-1309 F"I.Led Ts"m2ors: Per DlsnNfcbr:r'5 instal -dor i d ...... derrr ,crn LI inst[ u ci ; I L.;;;;-..-, —... . . - g i Sar , . ---� I QrMft,A.,rs:,11r111111dly1 Larry I.Yac W 1 Approved for use in "VHZ: Do . 1 , ,I AddaPh,'e,'rn A ,,, G ... ge 0,,r, � - � IZILF i �1�1 t, - ',.`j,'- , ,:,�'ll,��':��'ll'�,�,.��.�,�..�,, �n� 111 . ia5 Ciaga c.,rt 1 Appr..ed far U-:.Ut.idhq HVHZ; f - I w, � ,P.-lerr, PC 27105 E � - ... , limpsetiluawfiat.rit r`10 Q. � . I I . i .1 t .. yfissiursonceQuintractExpirai Date l Pj.y ... @rr.c.n, Design P-st— -4)s-4-i C7 ,02,12C Is, Other: 5c,,Lih,d ,J,,,, , ][retaliation 3hatibiscii.m. ,jo U, J, Lo ,lo i t,L,TQ-, T-u-tio�r-crri i-nitt,/DF d-d ochor 1, ,.",, �� L� . "I � � " % � C.tog.ry E t,,i,t D .... I t . I � 11 j�, 3 '�, ,:,p"', I I I IS � 1. of ua, L1rlfi td 2v Di a - . P.1b, 62L 14 Sub.t.g.ry l rotsirl., D Ari M - C ,,,,-,I ,�, I r,T,p-r,d1 ThI ly: ),, I Evialsisibcon Rupert. Coi-Ppla Meti,,d -1- Rep- I— � Fl.r,d. A.9d Ar,h,tP,t or a L .... ,ed -+--a ('r,,P-,f i Tp,,r,-n,l, Third �t� . Fl.rid, Pi-cfees1 Elclee, L -- -- -- — i- avalo.b., i - fe,di E-.,,.d e hitpD,Aw ,Aoriciabutlicling-NorI�pt/pir app_jX.tspX7pal V �,-, QwL Fllndi, Ergonic, tr Ai�obid Name .h. dl.pdd Them- I. Sheinn.,dre (D it I E11111t 11 Report F; 'r ida L,cc n', PE-0048579 ",:�11 , :��'11: , unte-1, T-N, - ...... N. c, Qa A: . CP,t,,,t E,p ... Iran Data 3LI01-99 � M10 V�ld�lad By Sto,on H. Urdu, PE - passir4imantaffsoommom 7 Vllhd�a Che,klixt - oc,dop, Fra,xi,ad , r.ros - ,a. � Pr1E,D.r . N,11P " � "." : ' , � .., "', i �, I I C,rt,fl,,t, ,f Udope,d .... rl 1�-, ":M - � i F"I". xi �! t �, �:l r, 1�,:-, I� � 1. 1.�, roduct Approval I 1-1 Put, C USER: ,.Hfi: N Refer .... J Sl and Year (,f St,nd,rd) Standard - 14, AST E I -,- t '� , I � --'-'cll I �111 . ��Aoa�� I ��-� I Awlicab, bet'll F q .... ,f l Stsrd,rd, 0 FL 4 _L129;9 rhod By 111111111 - ------------ ---..----- ----- --- ----- 11. � AppliI,hoin Type ,J 15427.3 ----- T'�T-i,. -,Nc�--�a Y'ar, 9- ,,d. Clr 0 d 2000 i 500, � C.d. Version ?CO7 i - -- --- -----LSO. ---- . U's--c-'a " i -+--a . I-— ...... I----- - - - -- 1 - 1-11 - -- -----� Appliostlurni S arri 4ppr.,,.J ! Limit, Pii Use 1, ftilatm, Iiistri-i ... : I Ippr ... d Ill " in "vil " 1! c� n,- �� 11- 5-1ce `-ZP i f I � I I I-E, !�,inq:�" i ".v.d , .:, Co. r, .N to 1 A . o c I I t��, . fia ..taiid. HVHZ: Y., Verfi�d By7 Thomas L Sh bi F PE-'0048579 i e.i.t.- No Created by 1,illpend- Thlrd P11y, Yes i Ardn-Al I ..Is. , i C0 I ,r,,,"-., 111-1/-31,6 Eva ..ti.n Rsp.rl ! oul N., for l,e a xag D i HVHZ, �Ie r,t .... able I, ll'z-� lk-, AE ASlI � r, Ic � (1, . "E _ - I, , �- Hi 32 T,IJS,,t,YAX D-1121 No _1" I , - r:10 C, -r ",V-� .-- . -� - --- - Procals l ManLifactirRt �sri A111i C11opary : i Rr - �E I - 1-13 - 01 1-1,P-11 -L,tl n, - i,,df I 0 _ I i Lreet. by I,dlep,ndfrt Third P,,ty ,a, � 4dd,r/Ph.,.,L.ad ICO I � 7t� rd ----,------ - i - . i t,, YX F036 r-------------1=-- ---- - - -- - ---------- - - - -- --- --- -- - - - - - - -- E � ' , - - � 5427.8 1 arts- 1000 d 2000 M500 16 ,,idn C11,. 1000 ,rd 2000 M500, 300i �� - .97,, 2 2 527 '� Ill 21, IRC 5316 1304 � � ,a, D'i �101'11U, I'm [- - - - - � -- - � '001 - --- ------------___ _ __ _ _ ________ _ _ _ __ __ ILmil ,.,f U � liumilath.. Im, Nucti ... I I � Apprr* d fNrr .,::,.".HVHZ; N. It r"21 R� 7j PIC ,-,, kj-i�o ,'s-, ioo�l P, ,., , Authord Sigr I ,a, P:,i Apo d f. b�id� HVHZ: Y,, Verified By. Ill L Shalmi di L PE 0048579 1 a) C r, ted by Independent Third Porty Y. , p �ialsrt� l Impact R,,i:t,, : N, " � crisis, Pro, ,25,629.1 Eyeliniamn Rep,rts Oth- i for a. in i .119 ni 11�1,1. 1. -- 1, IV ` - � CD HVHZ, 32 IL yII S�dtluns PLAX . . 11 R I IE �k,l I, 11li - �o �� 11 e - - , 1 I - - , 1, , -z,cd, Tocir-I R.p-r-,it", [v., Pars- IF - , 2 - As -A E IRC 11 I— 1 3�-- t4- ��, ,l, P I C ,,, dr-3/Ph.md/E.aiI 1r01 ��, CLy RD, cre,tea by Irdep,ndert Th,,d Party: - : I , - :air. 1c, X o5ri --- -- - -- - W ,an.pa, Dasp,alq�sctu ,cnri C�, ality Au,,,,r,, P,prt-t Too q,, � , r,F, < M Address/Phonp/Email , co� ,,, CI racy R D - I tc - "" ' ,,, -,n,, l.J.,cr,1�d,49.utxd,, > (D 0 , absucry N 11 1�111 L- 'L,b-t.gcr, 1.,i,dpt.I Fl,,.r -+--a o- Curri ill i ,, i-, Me I i ,J - ,I ... r, R,,,,i L ` ,,, a Hot 1, R2,,,ul I I It Ll,1 l � L,,,,,,-d M � 0- hurl, . 'r. ts- C - �P", .or 11 E,alc,t,.r Rcp.,t crd.p, Rc.,i,- W < Flc-,da Eng,r.S, or Architert Name who developed -Lis Roberto Lom a, +-o the F4ri Rapmo t 0 Fle,ida 1-1parce -E-e25 i4 , , -, I, q,ilianal �.Jtirn cod Maii Dri = 1�1::��11 a3s-.11 -0 Q, ly Ass a r: Cient-t Esp ratiDn Date 12/31,12311 vol, d,tad P, y iteven Ii Uh, RE (D 0 1 V�lhdatirrCrkh,l lapyR-E,,.d L- C.,t,fi.atc cifUndepard.- . I ,I, - - � L - - � ,,�; -� " �� -I �_ __ 0- referenced! Standard and Year (of ltcrdqrd� Start card Year 3: W A fNIAA1iD[,16/CSA 10 -/I S/A440-CS 200S U) Eq ,.le,r - .f Pi ,di Staoi dc M Certified 3y M Sections -rom the Code 0 �,, Apr .... I N1,T id -I,-- ,,I I Opt ,,, C UJ ,�, -,�hm,tt,dl '�clr`711F)01) 2 .). � ,'4 �,LA I �' , 'I - /2 D09 < , .- D7 c dli F-C ,',p,,,v-1 I, , :111")09 -�ct, I , fal 1L 1; ,'�/2)01) = �S` � ---- ---- -'- " -- = 1-- -----L--'-------L ------------ - --------- ---1111 - ---,i < 1FL #_ - -- - Model, Number sor Naml __ Doccripticart __ ______ __ _ - L -- ------- - 1 __J 1 1-�9&,.I --eri �000 Alummu T, H' � r" �Py' -ra-lnt�d 1�-rtccl D��Ei. F,- - , U,h"' 1,1.,L,ii, ! 11111 of- L I Ir , �, ,,I, Ir, , 0- �, ----,-----,- ,--- - - - - - - -- - - - - - - ----"------' '--'- - " - - - - - --- - I Limits of Use Installation Instructions I :��' ' ,. I I _ l A pri- d far - in Hiii To �L LL ,� - �-� , , _--- -- _ - , �,: I I ." r,i Z r Use ...ide .... : --, VT�d E�,Lir � P L,,,i.,, P � 62�14 - __ - � Tl- ,- P-�: -r-, I ].pact Resistant: DJ. o,-:-d i ' h n i SHEET NO. IDesign Pr .... bar 4U,' "�' E-ficul nR.p.rt. 1 Men; F rif9,m,I &iigs fit TH, r,-=Il,t,,-,, : � -L � o' , L LL 11 L I ; I ' L _ 11 _ ___ _ _ __ rs:rc.m�rx, P-dr,:tperico-marle lim ts�Paczol C,cd -,1I,c,lThP-,-1,:'-, i , -D 0- . I , lool --L'LLL -- ---- -------- L"---,�-----,-�---'-"L"",L'��,L�'',L"--,LL�'LLL,�,L'�"�� ---------- ', PA 1 .1 Product Manufacturer General Aluminum Company Addr.s,/ehcnc/E,,�,l 1001 W Croploy Rd Carrollton, TX 7SO06 (972) 242-5271 Elt 207 var.Pp,fj.vDgCxnn A,thc,i,.d Signature L Lomas ...... T.bl Pop ...... tSt,,. Ivan P.r.d., AddrccC/Ph.nC/E,rC,l 10cl W, C-SLY PC-. - arrollion, 7X 7SO06 ,ar.par.dC,Qg.,1,x.P.FP Quality A-- Repiesentetive Ivan Paredes, M.E. Address/Plione/Eirail 1001 VV Crosby Rd. TV 750OF ,ar.pSr.d.,0gSct.,U Wiri Subostegory (vullh-3 Compliance Method E,si Report hom a Florida Resistered Arch itept or a Licensed Florida Professional Engineor Eyslustion Report - Hardsopy Received Fl - rids Engineer or Arcl- hect PC— vvho developed LUIS R, LOMAS ,no E,ClLat,.i, Report Florida License PE-62S14 Q,jality, ASsurane Entity National Accreditation 8, Managernent Institute, Quality Assurance Contract Expirat Date 12/31/2011 Val I dated e y St.,- M Jiich, PE Validation Checklist - Hatdoopy received Certificate ofimd.p.nd-t-ca, o. D� 4L Referenced Standard and �r (ofStandan it) E q uivalence of Product Standards Coi-tifi.d By Sectio frorn the CDde 160, 14 5 9B-72.U70 =,mom-g-� Art- H f Lg Us" Feg',trpiff— 11.1 Top- Sbrril Shtirg, stnIs I lact, D,L I i FCC StnI Cold Sit, Link, Sea — Product Approval USER: P Uric Us,, Ri U� FL # FL5444-R2 Application Type Revision Code Version 2007 APP, Cartion Status Approved Comments Archived Ue Product Manu,-acturer CertainTeed Corporation- Roof! ng Address/Phone/Email PO B x 1100 1400"Union Meeting Rd Blue Bell, PA 19422 (215) 274-2350 richard.a.snyder@saint-gobain.com Authorized Signature Richard Snyder richard.a.sny(ler@saint-gobain.com .chrucal Representative R. Allan Snyder AddresC,Phone/Emall RD Box 1100 1400 Union Meeting Road B us Bell, PA 19422 A�lan.R.Snyder(Dsalnt-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer t Evaluation Report - Harcloopy Received Florida Engineer or Architect Name who developed Robert Niernimen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Underwriters Laboratories Inc. Quality Assurance Contract Expiration Date 10/01/2010 Validated By John W. Knezevich, PE 4il Validation Checklist - Hardcopy Received Certificate of Independence FL5444 R2 C01 Trinity ERD Certificaiton ofIndependence.od Referenced Standard and Year (of Standard) Standard yea ASTM D3161, Class F 2003 ASTM D3462 2004 ASTM D7158, Class H 200� Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method Z Option El Product Approval Method Method I Optlon D Date submitted 011091200a; Date Submitted 07/27/2009 Date Validated 0110912C09 Date Validated 0811312009 Date Pending FBC: Approval JI/15/2009 Date Pending FBC Approval 08/31/2009 Date Approved 02N3/2009 Date Approved 10/13/2009 cots Summary of Produc!Ls 8905.5 1445, 5347 AND 5547 VERTICAL 1445, 5347 AND 5547 VERTICAL MULLION MIDLI-foEl ------ Limits of Us. Installation Instructions Approved far use in VHZ: Ed p" if 68-ii0:4-,APd1 Approved for use U.Mide HVHZ; YE, Vanfiad By: LUIS R. L&lz 62511 Re Impact sist.rit; N/A Cre ted by Independent Th,,d Per-ty: YES Design Pressure: NIA v. lusirtion Rep rts Other: REFER TO E LUATION EPORT A NE) VA R 0 INSTALLATION INSTRUrTIONS FOR DESIGN PRLSSU RE Created by Independent Third Party: Yes RATINGS lttp://www.lioridabtilchng.ory�pr/pr_app__M. a IC is ih Us- R.ri gaff". H.t Trip- S,bnrit C,,th.,g. St- & F, P.bli-b-, I?C 91.4 �Cvs S I, ui,k� C.-h Produ ct Approval Uroe 1.1uh, u I Appliizatricl ii FL # FL12960 1piplizati.o Type N., Code V.rEi.ri 1007 Application Status Approved Com merits Archived Product Marc fact,, C, Geretal Aluminjin Company .ddr.Sc,'Ph.ne/En al 1001 IN Cr-bv Rd. Cut rnlllm rn TX 75006 '972) 242-5171 Ext 207 ` ,van rradecopcl.. PC Authorized Signatore Ivan Por.des iven.paredes�-1gactx.com T duri1 Reprseritative ne Ivan Parede, 4ddrc,,/Ph.n./Enn,il IOCI W. Crosby RD C.rr.Ilt.r, TX 75006 "CP pSr.d.,0g.,tuC.m Quglity Assurance Representative Ted Surcilrack Addrass/Phbm./En,ail 1011 W. Crosby RD Carrollton, TX 7SOS6 ted scroback(iggaci com Category IYV,Fd.,C Subcategory S,ngl,, Hung C.nnp1,Cnc. Method C.,tificsti.in Mark or Listing Certifi-tion Agency Anuaricar, Architectural Manufactureis Association Validated By Steven M. Critic, FE Validation Checklist - Hardmiry Received P.f .. n,.d Standard and Year �crfstarida,d) Standard Year A.MA/NWVVDA lCl/I.S. 2-97 1997 AAMA/WDMA/CSA 101/I.5,2�/A440-0_1 200S Equivalence of Product Standards C e rtified By Product Approval Method Date Submitted Date Validated Date Pend i ng FBC Approva Date Approved Method 1 Option C 8/28/2009 0813112CO9 n9/04/2C09 io/islwog, i 129i !Series 1900/1970 Aluminum S/H (Fin) 54" x 72" Insulated Annealed DS9. i Per Ivannufacturar's -tallaticin hmIth-ticirs. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Pt, 12P,58 RO C CAC 33 Si,n- 11100-1�716 iP4 7�1': App r.vad fia r use outside HVHZ: Yes I ect -P Resists t: No Quality Assurance Contract Expiration Date De si g. Pros S ure: +40/-40 08/11/2()13 t i Other: See a tached draings tiorthe installation Installation Instructions PrItl-timn', p.dur,tiaste,ni lini and either 71 1 2aC 11 '� vv buit. f e.. Verified By: Luis R. Lomas, P.E. C2514 Created by Independent Third Party: Yes Evaluation Reports Created by Indauendent7in,d] P.Ty: FL # 1 Model, Number or Name Description --------------- - - 5444.1 t Certall Asphalt Roofing 3-tab, laminated, architectural and 4-tab asphalt roof Shingle Shingles Limit. of Us. Installation Instructions A proved for u:: in HVHZ:No P 02 FILS444 R� II errC 709FINAL AsphaltShinole FL5444 Approved for . outside HVHZ: Yes R2 �pd impact Resi tant: N/A Verified By: Robert Niernmen, PE PE-59166 Design Pms:ure: N/A eat Cr ad by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Report. FL5444 R2 AE er072709FINAT Asphalt Shingle F-5-144- R2.pcl Created by Independent Third Party: Yes tepd fCmm-AyAYi Flooiat, �Wdq -oia Cvire Codes �,d ,,5, S,re 0- Ec,le-t Fid, 32399 2100 5J) 4F7_1di (650) 4J BCI, H—e Lg in Us,, Regr,tmtrien Unit Top,c S,b,,t Sor,hage state S, Di Pobl FBC Surf KIS Site gap Lrli See Product Approval USER: P ubic U,.ar P.d- A,- Men- � odxtr� oppli A,pi ul Applicati- Di FL # FL12103 Application Type New Code Version 2007 Application Status Appr ... d Comments Archived x' 7i Product Manufacturer Alside Address/Phone/Ismail 3773 State R oad Cu yahoga Fal Is' OH 44223 (330) 922-2389 ompscho nth alside.com Authorized Signature Nick Thompson nthompsonnaalside.corn Technical Representative Nick Thompson Addr.C,,'Ph ... /Email 3773 State Road Cuyahoga Fa I Is, OH 44223 rthcrinloson(Lalsice.com Quality Assurance Representative Jack Mowery Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 (419) 853-4656 U-nowerygalside.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R5 Evaluation Report - Harchcopy Received Fl 0 rida Engineer or Architect Name who developed Alan Reeves the Evaluation Report Florida License PE-19354 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Steven M. Union, PE M_ Validation Checklist - Harccopy Received Certificate of Independence FL12103 RO Col Cart 2f�ndd �endencg..� f cL Referenced Standard and Year (of Standard) Standard Year ASTMD 3679 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted C2/12/2009 Date Validated 02/25/2009 Date Pending FBC Approval 03/01/2009 Date Approved C4/07/2009 12103.5 'Cove ntry Vinyl Slding Limit. of Use Installation Instructions Approved for use in HVHZ: No FL12102 RD 11 Ccvenrtry�off Approved for use outside HVHZ: Yes Verified By: Architectural Testing, Inc impact Resistant: N/A Created by Independent Third Party: Yes Design Preais.re: N/A Eval.aticint Reports Other: For use as exterior cladding on ly Not for use in FL _121Q. AE ri 3 RO_ Cove_ HVHZ. Allowable Design Load for all configurations (Double Created by Independent Third Party! ye,s 5", Double 5" Dutchlap, Double 4", Double 4" Dutchlap, and Triple 3" 36.5 psf with nails. a ip MIS I Lg go -9 Use, Reg,sp-aie- I.t T.pos S�bnnt zOnroupe St.. & I acts s P.bikatibirs FM Staff K7S 'it, Nap Seonah Product Approval USER: Nbl, Us, - no, d 1 .11—— � Men- PE�JILLLI At 111 I AiLtjo, List I Appliuni FL 4 FL12199 Application Type New Code Version 2007 Application Status Approved Comments Archived Product Manufacturer KAYCAN LTD Address/Phore/Ernai! 402 Boyer Circle Williston, VT 05495 (905) 793-9462 Ext 235 alex.jovanovic(_a)kpproducts.com Authorized Signature Jovanovic Alex alex.jovanovic@kpproducts.com Technical Representative Alex 3ovanovic Address/Phone/Emall 255 Surnmerlea Road Brampton, NON -US 05476 (905) 793-9462 Ext 235 alex.jovanovicokpproducts.com Quality Assurance Representative Alex Jovanovic Address/Phone/Email 255 Surnmerles Road Brampton, NON -US 1234S (416) 553-6818 alex.jovanovlc@kpproducts.com Category Panel WallC Subcategory Soffits Compliance Method Evaluation Report frorn a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, Inc. Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Robert A. Wala, RE Validation Checklist - Hardcopy Received Certificate of Independence FL'2199 RO COI .-CC Corti of :,Idepen� Referenced Standard and Year (of Standard) Standard Year ASTM 03679 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option C Date Scibrinitted! 02/26/2009 Date Validated 03/02/2009 Date Pending FBC Approval 03/05,2009 Date Approved 04/07/2009 FL Model, Number or Name 12199.1 Carte� Vented 12"/Solid 12" Description Tdipl. 4" Partially Perforated Vinyl Soffit Limits of Use Installation Instructions Approved for use in HVHZ: No TLI2IY` DO 11 Kavcan Installa-tPo.pif Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, Inc. Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 valuation Reports Other; Must be installed as per the manufacturers FI-12199 _R0_ AE ESR�,14951.1 09 Lldf _c- KIS P.,a Lg In t Us, Rpg,i H,t Tep� S,b,t S-1-i Cost, & ca,U v P,i FK Staff o 13CIS Size Map I Links S1 's -I- g� ProductAppreval US.R P.Hic -e, s, kotim �t,ifl L,2deAPrDu,, M, P-1cctoi �, ffy�e�rch Arri-i Appi Fit. # FL2075-R3 Application Type Ri Code Version 2007 Application Status Approved C.MmErts, Archived! Product Mamilracturer Florida Metal Products Inc. Address/Phone/Email 6940 Stu 8 Fit Ave Jacksonvile, FL32254 (904) 783-8400 Flarkroflarrico.com Authorized Signature jarkjones c akPflamco.com Technical Representative clarkjones Address/Phonei p . box 6310 ]aCkscri FL 32236 ( 904) 783-8400 clark@tlamco.com Quality Assurance Representative clarkjones Address/Phone/Email p o box 6310 jacksonville, FL 32236 (904) 783-8400 clark@f1arri Ca tegory Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Certification Mark or Listing Certification Agency Miami -Dade 6CC0 - CER Validated By Miamr-Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS 100 (A) 1995 E Uvalence of Product Standards q Certified By Product Approval Method Method I Option A Date Submitted 06/05/2008 Date Validated 06/30/2008 Date Pending FBC Approval 07/08/20UB Date Approved 09/15/2008 Model, Number or Name Description ----------- 2075.1 j VENTRV10 VENTRV10__________ imits of Use 'Impact Certification Agency Certificate Appro ed for us, in HVHZ: Yes FL2075 US C CAC 07-liO5.06 RVIO-MIAMI �DADF. dif App,Zscl for use HVEIZ: Yeee Quality Assurance Contract Expiration Date Resistant: N/A 01/31/2009 Design Pressure: N/A Installation Instructions Other: FL2075 R3 11 07-11,05.06 RV10 MIAMIUADIEjzdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Parthy� Evaluation Reports Created by Independent Third Partyt 2075.2 jVENTRV10 11 VENTRVIO Limits of Us. Certification Agency Certificate Approved for in HVHZ: Yes FL2075 R3 C CAC 07111 RV") M'AMIaDADE.pdf ne A roi for u e outside HVHZ: Yes PIP Quality Assurance Contract Expiration D te Impact Resistant: N/A 03/13/2013 Design Pressure: NIA Inartaillaticm Instruction. Other: FL2075 R3 11 07110506 RVIO MIAN11 DADE ndf Verified By: Miami -Dade BCCC - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1c1Atr1ptnt-, cop-- fkyAffk. Flolidt, "fifilm, C.& Crnfi- oral st.�nd� 2 ',i M,-,d,,2s9P00 8fff) 487-IS24, T50 414-S436 -sc, �� z, g, 45 KISH LgT put .n f Use-D�g,stuu Hatt. Submit Su,,hP,go Stets & F Pub[,c,t*,, FBC Staff BC7S Sit, Map i Lri Sears, �Z7111 011 ,s j,product Approval USER Nbr, User FL FL11024 Application Type New Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Southeastern Metals Mfg, Co. Address,Phone/Email 11801 Industry Drive Jacksonville, FL 32218 (904) 696-4682 jhkelSey,1,j)CemCtalC.zom Auth.,iCed Signaticne Jeremy Kelsey jhkelseye,semetals.com Te Enical Representative Jeremy Kelsey c Address/Phone/Email 11801 Industry Dr. Jacksonville, FL32218 (904 ) 757-4200 Ext 4682 j hkelsey@semetals.com Quality Assurance Representative Gerry Shotsbarger Address,Phone/Email 11801 Industry drive Jacksonville, FL33218 (904) 696-4204 gpshotsberger@seinetals.com Category R-fing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity Miami -Dade BCC0 - EVIL Quality Assurance Entity Miami -Dade BCCD - QUA Quality As,gurance Contract Expiration Date 04/1S/2014 Validated By Miami -Dade BCCO - VAL Certificate of Independence Referenced Standard and Year (of Standard) Standard Year TAS 100 1995 Equivalence of Product Standards Certified By Approved Evaluation Entity FLII024 RO EQUiV ZOOS NOA Weather Vent.oc Sections from the Code mt (L) Mrs I lo,, Log in Use, Ragist,o H,t T,pus Suinnrk Su,,hope Star, Facts Publicati... FK Size M:S Sit, gap Sexi,ii, 2 CD Produ It Approval C> jbic Use, CD USER: PC Applio,ni- till .2 Cn FL 4 FL722-R2 CU -cu Application Type Revision -0 Code Version 2007 0 0 -- L (D Application Status Approved C) Comments 0 E: Archived Ma ICU = ICU Product Manufacturer Metal Tech, Inc, Cu > Address/Phone,'Email 7635 w 2nd Ct E 2 Hialeah, FL 33014 (D (305) 970-7507 C (0 CU steve@metaltech.com 4-- _110-0 `0 Authorized Signature Steve Pulliam co Engineeringgrinetaltech.com is Technical Representative Address/Phone/Emad Quality Assurance Representative Address/Phone,'Email Category Shottars Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer rfF Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert S. Morsour the Evaluation Report Florida License PE-11955 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2010 Validated By ORLANDO L. BLANCC, P.E. N Validation Checklist - Hardcopy Received Certificate of Independence FL722 RZ COI 024 c.rt Fc,n.Fd.pdf Referenced Standard and Year (of Standard) Standard Year ASTM E 330-02 2002 SSTD 12-99 1999 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 01/27/2009 Date Validated 02/02/2009 Date Pending FBC Approval 03/11/2009 Date Approved 04/07/2009 [FL 11 Model, Number or Name Description 1 1722.1 024 Galv. Steel Hurricane Panel Li -it. of Us. Installation Instructions Approved for use in HVHZ: No F17� 2 R2 11 P?4 drawingjp _dt Approved for use outside HVHZ: Yes Verified By: Robert S, Monsour PE 11955 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Not for use in High VeJocity Hurricane Zones of the -,2 PL72 �21 f�,E_024 pvanuatiorixd� Florida Building Code. Maximum Span 140" at 24.52 P.S.F. Created by Independent Third Party: Yea Maximum Design Load 103.02 P.S.F. with a Span of 55" ECAAomnst ation 1�� Ri dede -r,o Code. -d t-dord" IOff, A -4 All KIS IF— Lg In Usu-pgi-sten HtT.p- Sub -it S-ham, SDP, & Fauts Publicati.- F3C Sts Lri,, Se1 Produ It Approval C It USER ftbl� Us.i FT # FIL4804-R2 Application Type Revision Code Version 2007 Application Status App, o,.d Comments Archived Product Manufacturer Alufab Hurricane Shutters Inc AddrE.C/Ph.m.,Em.i1 13COO NW 38 Avenue Opa Lo cka, FL 33054 (305) 688-47 01 Ext 19 anth 0 ny@alufabhurricane,com A.th.,iz.d Signature Robert Andrade anthoryCfalufabhurricame.corn Technical Representative Pedro De Figuarredo Adc1/Phdma,1Em.il 6971 West Sunrise Blvd. 104 Plantatic " , FIF 33313 Eng-Goirol.com Quality Assurance Representative Address/Phone/Ennall Category Shutters Subcategory Storm Parels Compliance Method Evaluation Report from a Florida Registered Architect or a Lidad Florida Professional Engineer NO Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Pedro Ed Figueiredo the Evaluation Report Florida License PE-52609 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2010 Validated By Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL4804 R2 COI 09LO32 Clgiff Referenced Standard and Year (of Standard) Standard Year ASTM E330, E1996, E1886 2002 Eq U ivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Product Approval Method Method I Option C Date Submitted 04/10/2009 Date Submitted 07/09/2008 t Do e Va I clated 04/22/2009 t Da . Validated 07/17/2008 I Date Pending FBC Approval 05,'18/2009 Date Pending FBC Approval n7,118/2008 Date Approved 06/09/2009 Date Approved 09/15/2008 Summary of Products Summary of Products T , ____ — ___ Fli # 1 Model, Number or Name Description 11024 1 1 "Weather -Vent" Off -Ridge Static roof vent I --- Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLI 1024 RO 11 2008 NCA Weazher V Ap roved for use outside HVHZ: Yes Verified By: Miami -Dade BCCO - EVIL Resi:tant NjA Created by Independent Third Party: D.Piadt esign Pres ore; N/A Evaluation Reports other; FL11024 RD AE 2008,NOA I& IE� 1141� ....�aAdn,un.tr.tdr, fC..rrwkyAff, ...9 Code 0i W_ _d S`Tt 21115) 'd On, n ",,s Fr., -,d,32399-2100 �824, 1,150111 1 1111 FL # Model, Number or Name Description 4804.1 24ga & 22ga Steel Storm Panels Corrugated 22Qa and 24ga Steel Storm Panels Limits of Use Installation Instructions Approved for in HVHZ: No FL4804 R2 11 09-032 DWG.Iffff Appi -oved for outside HVHZ; Yes V erified By: Pedro Be Figuereido 52609 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +104/-104 Evaluation Reports Oth Product to be manufactured, designed and installed FL4804 R2 AE 09-032 PER.Ldf as per drawing 09-032. Created by Indemandant Third Party: Yes [Sacdk] EN71 — deponn f--rtyAffWi infida Buddbig Code Onfirs, Cooi- St-d-d, ,75 S,,,� Ok 3�92101 S 4s7 1824, �F�0! 414 81,35 Z LU co W CD > 0 (D 0 (D U) LU SHEET NO. PA 1 .2 SPECIFICATIONS 1. CONSTRUCTION: 1. 1. 1. ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1,2. ACI 530-05, ASCE 5rTMS 402-05 & ACI 530.1-05, ASCE 6/TMS 602-05 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-01a, C476-01, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2005 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC), 2007 EDITION, (INCLUDING 2009 SUPPLEMENT). 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES"BY THE TRUSS PLATE INSTITUTE TRI 1 -02. 1.2. DESIGN: 1.2.1. ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-05, ASCE 51TMS 402-05 & ACI 530.1-05, ASCE 6rrMS 602-05 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-01a, C476-01, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2005 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC), 2007 EDITION, (INCLUDING 2009 SUPPLEMENT). 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCIF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (W10 STORAGE): 10 PSF (NON -CONCURRENT) 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. Al. 1. RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLIF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 2007 EDITION, AND CONDUCTED BASED ONA120 MPH 3 SECOND GUST, EXPOSURE "C', IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 14.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-05 2.5. DEFLECTIONS: 2,6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF ILL TOTAL DL + FLOOR LL + WL TOTAL DL + WIL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615-04a MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20', #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-l-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 1)/2" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A185-01 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-05 (STRUCTURAL CONCRETE) ACI 530-5 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6"AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2� 7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2004 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2� LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-03, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4, THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270-4 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURALLUMBER: 4.4.1.1. INTERIOR LOAD BEARING W-ALLS SPF, fb = 675 PSI, E = 1200 Ksi ALL EXTERIOR FRAMING SPF, fb = 675 PSI, E = 1200 Ksi 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEARWALLS SHALL BEAPA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2002, BCSI 1 - 03 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA RESIDENTIAL CODE R703.6.2 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 01 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53-01, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500-03a, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325-94 MACHINE BOLTS: GALVANIZED ASTM A307-03 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDEDVBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E 2,000,000 PSI Fb 2,950 PSI Ft 1,850 PSI Fc 500 PSI (PERPENDICULAR) Fc 2,700 (PARALLEL) 4.7. STEEL: Fv 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4,7.3. STRUCTURAL STEEL: ASTM A36/36M 01, 4.7.4. STEEL TUBING: ASTM A500-03a, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FRC 2007 W/ 2009 REVISIONS, RESIDENTIAL SECTIONS R320.1, R320.2, R320.3, & R704. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-00 TERMITE PROTECTION - PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. IF CHEMICAL SOIL TERMITE TREATMENT IS USED 1 . FRC 105.1 l- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within T-O" of the building side wall. 4. FRC R704- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R320. 1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R320.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FIRC R320.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FIRC R320.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, r,etreatment is required. 9. FIRC R020 11.05� xreteeovenrpour nd mortar along the foundation perimeter e r�m e�ve re xte or soi must , treatment. 10. FRC R320.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-1)" of the structure sidewalls. 11. FIRC R320.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical baffier is applied, shall be retreated, 12. FRC R320.1 - All buildings are required to have pre -construction treatment. 13. FRC R320.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R320.3 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. I EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM T 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAJLING. BUILDING DATA WIND SPEED 120 MPH WIND IMPORTANCE FACTOR -- (IW) = 1.0 WIND EXPOSURE -- "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-101" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 120 MPH + 33.4 PSF 44.8 PSF (END) U.N.O. TYPE: 5B + 33.4 PSF/ -36.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 120 MPH) SINGLE 90 +27.6 PSF / -31.2 PSF DOUBLE 160 +26.4 PSF / -29.4 PSF NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1y8 DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW/ NAIL DISTANCEFROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: THE EOR HAS VERIFIED THAT HEM FIR WOOD STUDS AND FLAT MATERIAL CAN BE SUBSTITUTED FOR SPRUCE PINE FIR LUMBER PROVIDED THE SAME MATERIAL GRADE NUMBER IS USED. ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. C: .0) 0 0 co V� Q) 4- " N I cr) 0 E oo LZ c) 0 N 00 U 0 (D W C\I - wmN E 0 C) 0 F5 co 't 0 ID (D 0)0 (n a) C - C) W LL 0 C0 C') 0, d _Ie N 0 C ao 0) 0 00 CL 00 0 U5 < iz, LO 't 0 0 A H d- 00 r-, 0 Z 2� LL LU To the best of the engineers knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. C) T-4 fy) Lo Z rn 0 6 U-) Q0 > r-, c) rn C) fy) r-, < > .C: fa 11L 0 > fo z .� < zi (D 1170 Lij C:) In Ln Z Z LU ',o Lu Z F_ LU Ca Z U i- 00 in 0 0 51�Z-Ozd<C) Z �- Ln LLJ o Luc,'�� F- 0� (n �.e he < CL Z 0 C) Lu 0 0 0 cc j( j U Fu 0 F- 0 LL 0 Z:) LLJ 0 1,- Z CY - Z;i Z LU a D QLLJ ZO- 0 00 F- 1 98 __j 0 LL Z LU LU LLJ 11� (2 Lu X 0 < 0 In CY LWL (n X Z 0 0 Z < _j W LU Uj _j �e < j5 i- c) Z - - LU Z Z 0 SCALE AS NOTED PLOT DATE: 03/31/2011 VERSION NO. 1000 JOB NO: 11-0441-0444 SHEET NO. SN -i ----I - -_ _T -I- I ----------- F_ _. __ ___-F - i __ ; --F-----TT-- F i 1111 . RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS" 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) USP HTW20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) USP HTW20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING COMPONENT & CLADDING DESIGN PRESSURE (120 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30feet, Importance Factor=1.0) ROOF WALL TRIBUTARY AREA (ft) ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 10 20.9 -33.2 20.9 -70.1 20.9 -70.1 36.3 -39.3 36.3 -48.6 20 19.0 -32.2 19.0 -63.6 19.0 -63.6 34.6 -37.7 34.6 -54.4 50 16.7 -31.1 16.7 -55.0 16.7 -55.0 32.5 -35.6 32.5 -41.0 100 14.7 -30.1 14.7 -48.6 14.7 -48.6 30.8 -33.9 30.8 -37.7 125 14.7 -30.1 14.7 -48.6 14.7 -48.6 30.8 -33.9 30.8 -37.7 NOTES: 1 FOR EFFECTIVE AREAS OR WIND SPEEDS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE BY MULTIPLYING BY ADJUSTMENT COEFFICIENTS IN TABLE R301.2(3) OF THE FLORIDA RESIDENTIAL CODE 2007 3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES UPLIFT CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE CONNECTOR UPLIFT CAPACITY LATERAL CAPACITY FASTENERS CONNECTOR UPLIFT CAPACITY LATERAL CAPACITY FASTENERS (S.Y.P. #2) 1 (S.P.F.) (S.Y.P. #2) 1 (S.P.F.) MASONRY APPLICATIONS MASONRY APPLICATIONS HTA 16 1615 1585 590 10-1 Od x 1 1/2" M ETA 16 1450 1247 335 7-1 Od x 1 1/2" HTA20 1615 1585 590 10-1 Od x 1 1/2" META20 1450 1247 335 7-1 Od x 1 1/2" HTT16 4290* 3689* - 18-16d & (1) 5/8" A.B. HTT16 4175* 3695* -- 18-16d & (1) 5/8" AT HTT22 5370* 4618* - 32-16d & (1) 5/8" A.B. HTT22 5260* 5250* __ 32-16d Sinkers & (1) 5/8" ATR LUGT2 1850 1850 - 16-10d & 5-1/4"x3" Wedge bolts LGT2 2150 1850 __ 16-16d Sinkers & 7- 1/4"x2 1/4" Titen LTS19 1390* 1195* - 8-10d & (1) 3/4" A.B. LTT19 1350* 1305* 8-16d Sinkers & (1) 3/4" ATR LTT131 2825* 2429* __ 18-10d x 1 1/2" & (1) 5/8" A. B. LTTI31 2310* 2310* 18-10d x 1 1/2" & (1) 5/8" ATR FRAME APPLICATIONS FRAME APPLICATIONS RT7 585 585 170 10-8d x 1 112" H2. 5 415 365 150 10-8d x 1 1/2" RT16 1030 1030 645 16-8d x 1 1/2" H 10 990 850 525 16-8d x 1 1/2" RT16-2 1160 975 410 16-8d x 1 1/2" H10-2 760 655 395 12-1 Od S PT22 725 623 260 8-1 Od S P 1 585 535 -- 10-1 Od SPT24 1085 933 260 12-1 Od SP2 1065 605 -- 12-1 Od SPT4 1075 924 -- 6-1 Od x 1 1/2" SP4 885 760 -- 6-1 Od x 1 1/2" S PTH4 2150 1849 -- 12-1 Od x 1 1/2" S P H4 1360 1170 -- 12-1 Od x 1 1/2" MUGT15 4265 3335 -- 22-10d & (1) 5/8" ATR MGT 3965 3330 -- 22-1Od & (1) 5/8" AT LUGT2 2260 1956 440 32-10d LGT2 2050 1785 -- 30-16d Sinkers HTW20 1530 1325 95 20-1 Od HTS20 1450 1245 -- 20-1 Od LSTA18 1235 1110 -- 14-1Od LSTA18 1235 1165 -- 14-1Od LSTA24 1235 1235 - 16-1 Od LSTA24 1235 1235 -- 18-1Od LSTA30 1640 1640 -- 22-10d LSTA30 1640 1640 -- 22-10d LSTA36 1640 1640 - 22-10d LSTA36 1640 1640 -- 24-10d HUNG APPLICATIONS HUNG APPLICATIONS HUS26 1925 1655 - 20-16d HUS26 1550 1550 -- 20-16d THDH26-2 2235 1935 -- 28-16d HGUS26-2 2325 1995 -- 28-16d HUS28 2570 2210 -- 30-16d HUS28 2000 2000 -- 30-16d THDH210-2 3490 3020 -- 58-16d HGUS28-2 3220 2705 -- 48-16d * CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CMU NOTE: DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS. TYPICAL HTA 20-18 / HTA 20 INSTALLATION ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + t + 4+ + f + + + + - 6'4" 6-0" J - i 15/32" CDX a + + PLYWOOD OR 0 t 7/16" OSB y T + + + CD+ + + + + R IDGE LINE 120 MPH SECOND GUST EXPOSURE "C" WIND ZONE 1 120 MPH SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. MIN. EMBEDMENT SCHEDULEFOR E AND QUANTITY )F FASTENERS TYPICAL MTW INSTALLATION LC SE USP MUC 5/8" 0 THRU BOLT UC MIL R TRUSS 'OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT = 1030# TYPICAL RT16 INSTALLATION TYPICAL HUS INSTALLATION PRE-FAB CHIMNEY CAP FLASHING 2"x4" BLOCKING (SEE MANUF. USP SPT24 AT SPECS. FOR MINIMUM DISTANCE) EACH JOINT TYP. EXTERIOR FINISH -PRE-FAB CHIMNEY } Z BLOCKING @ MID POINT Z = cn WHEN CHIMNEY EXCEEDS 6-0" ZZ 5 o IN HEIGHT ~ mo0 o ' GALV. METAL 1/2" SHEATHING OR O.S.B. w a c FLASHING 2 o¢ 2'W" STUDS @ 16" O.C. MAX. a \7�771 CRICKET V. MTL. FLASHING TRUSS TOP CHORD CUSP HTW20 @ EA. CORNER -DOUBLE 2"x4" BLOCKING SECTION "A -All w/ 1/2" PLYWOOD FLITCH SCALE: 3/4"=V-0" ATTACH BLOCKING - TO TRUSSES w/ USP MP-34 ANGLE TYPICAL SLOPE IN TYPICAL CHIMNEY PLAN HTW20 @ EA. CORNER WOOD TRUSSES AB CHIMNEY ASSEMBLY 2"X4" @ 16" O.C. MAX. (2) 2'W" BLOCKING w/ 1/2" PLYWOOD FLITCH TYP. SCALE: 3/4"=V-0" FILL CELL- STD. 900 HOOK BOND BEAM w > CONT. #5 STD.90°HOOK BAR -- _ - CONT. #5 =- „- - BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. V> i .0 N �0 u TO 0 N (D �o 0P,Co M U N v oa �O N p m CB U '0 C0 �- C N cB c F co i O dM� Y N O U OL 0 o a Cc � P o a� 0 A B 0 D. N C B D C _XGP C 00 ¢.0 4 N �--.d ..m Z •: 00LO cr M1� To the best of the engineer's knowledge and understanding, the structural plans and spec fications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O T--1 M N M Z � cM 1 6j (n � CD Q � rM 0 > Q L f r d- �- ro LL Ir-111 �N � Z 4-J CY)(V W '-'I W Jo� �n N Ln U Q z LLJ O z Wu-0 J LLLn ,Mz 00 0z} z a O rl zaQOUQQ =w~z C) �gLu Lu Ln 0 a ,f C3 v�apz0 rl �xW C:)�J UO I'D N J � Ln LU O w F- Q W000� U [-L, 0 ID LL O0L'°C� p O z z zz QL,oQoo U F- 00 H� o0LU z 2: L O LE z W C:) Lu w Q 0 � 2: 0 L.Iri 2 0 N cn x z Li I J ce Y LL Q Q �< O O LL > ~ 0 a �Z--I SCALE : AS NOTED PLOT DATE : 03 / 31 / 2011 VERSION NO. 1000 JOB NO: 11-0441-0444 SHEET NO. SN 1 I TA - I - - - I -- - - : I I- I'd 1 1,111 r. Ad : 0 -aaui 12 (TYP.) VARIES INSULATI 5/8" OR 1/2" HIGH -- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTALJ NAILER STD. 90- HOOK (SEE DETAIL (1) LAYER UNDERLAYMENT FOR ROOF PITCH 4:>12 & (2) LAYERS UNDERLAYMENT FOR ROOF PITCH 4:<12. ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. -HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER ROOF COVERING 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES ALUMINUM DRIP EDGE LUMINUM FASCIA 12" N.O. 2x SUB FASCIA 2" VENTILATED SOFFIT 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT ___��8" C.M.U. TYPICAL TYPE 'IS" MORTAR ARCHITECTURAL -,------FINISH 1x2 PTWD FURRING@ 24"O.C.-/ dl�l_ 1/2" GYPSUM WALLBOARD--------'-'...- (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN --A FOR LOCATIONS) 1x4 P.T. BASE NAILER ;z 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONIC. SLAB -S m AT GARAGE CONTRACTOR MIN PSI MAY VARY JPER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE iX CONCRETE SLAB W1 6X6 W /-NOTE:EXTEND W1.4=1.4 WWF OR DECO FINISH 4" to 6" TIBERMESH" BELOW GRADE -- - --------------------- - ----- ----------------- - - ----- 00 6 MIL VAPOR BARRIER COMP. SOIL. (COMPACTED 10 W/o MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" 1 MIN. CLR. ON 3" CHAIRS TYP. 4" 1'4' STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" V-0" (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. :� 8'-6". (2) @16"O.C.W/(2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF 2� APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & C� @ 6" MAX FROM END OF 2 x PLATE E (2) #5 CONT. ON�3�"\-\ 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) WWF OR FIBERMESH =-I I Ml I 1=1 I 1=1 I =1 I Fl I F =I I 1=1 ir =11=11-11 -1 L= TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=V-0" � �S3 FOR ADDITIONAL SLAB INFORMATION. OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS I DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB:N 14 - -]//-O.H.D. RECESS PAVERS Cl) :4" ILI- OP I LEI =1 I 1=1 SEE A/S3 ORJ/S6 - FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-13" (1 STORY w/ DEPRESSED SLAB OPT.) 1'.8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 0-1-011-1 CII KInRAIKI A 1 01 nt'll IA/1-rU 8"x4"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES CUT TO SLOPE. ELEV. 4-4 1/2" A.F.F. 5/8"OR 1/2" HIGH STRENGTH ---- (U.N.O.) (OR Ys" GYP. TYPE 'X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN, ATTACH SHEATHING W1 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"o x 10" "J" BOLT @ 24" O.C, W/ (ALT: 1/2"x`12" TITEN HD @ 24" 2x3/16" PLATE WASHER (TYP.) O.C. OR 5/8"x10'WEDGE ANCHOR @ 24" O.C.) 2" C 31/2" MIN TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. �1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR ,2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 11'8 1/2"(min.):Cn 00 =1 I 1=1 I I al I 1=1 I F, 9 (m � In 4 mil -Li r=I,,, (2) #5 CONT. - Lt 4-1 1-4- 8" U.N.O. MIN. TYPICAL BEARING WALL 0 STEP a SHEARWALL �C "SHEAR WALL" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. S S 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. V - 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. LOAD BEARING OR (2) ROWS OF 2x BLOCKING @ EXTERIOR WALL 8" C.M.U. THIRD POINTS 1 "x P.T. STUD SEE CC/S3 OR #5 VERT. IN FILLED CELL C14 G/S3 FOR ANCHOR BOLTINFO. 5/8"x6" "J" BOLTS BOLT 5/8" x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL WALL SEE GG/S3) 5/8'. x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ *USP SPT22 TYP. SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH C14 2x P.T. PLATE ASSUMED FINISHED IE SCALE: 3/4"=V-13" -2x STUDS @ 16" O/C ISULATION PER CHART ON FLOOR PLAN -7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. 0 K.O. BLOCK 5/8"OR 1/2" HIGH STRENGTH - (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW -2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. -(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN 5/8"' x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 2"x3/16" PLATE WASHER (TYP.) V (ALT: 1/2"xl 2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"xl O'WEDGE ANCHOR t @ 24" O.C.) 6 x 6 W1.4 x W1.4 3 1/2" M IN. WWF OR FIBERMESH 1/2"(min)- 4" oo� -1 MIEFI-1- 4% C31/2"I(min.);4I, (2) #5 CONT. 5� U,N.O. MIN. TYPICAL BEARING WALL @ STEP C C� SCALE: 3/4"=T-O" S3 ) -USP SPT22 @ EA. STUD -2X P.T. PLATE 20" MIN. LAP -WEEP SCREED INSTALLED PER MANUF. ""-#3 OR #4 REINFORCING BAR [MIN. Fy= 40ks], FJ IN ;F4 LAF Z5FLIL;t FINISH GRADE 00 25" MIN. LAP LIKAut t> - - ------ ------ MONO OR STEMWALL--., FOOTING MONO SHOWN FF 00 FOR CLARITY 00 6 MIL VA .11 - - -1 POR gill F1 Fl 77 Mi I --= -111 --=T - El I 1= #5 REINFORCING BAR z El I I- - 2 #5 LAP SPLICE NOTE: H711 "L L *FOR BEARING WALL COMP. SOIL. (COMPACTED TO ... . .. L 95% MODIFIED PROCTOR ASTM W/ UPLIFT ONLY 7 D1557) ;:J, 4" 1�4 FRAME WALL TO C.M.U. WALL CONNECTION D� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" � S3 BLOCK WALL BEYOND EXPANSION JOINT - 13" 0 H D RECESS Z:E --- - - - - ---------- _!� ------ T 0- R= I IT= :�l I IEEd I I='- I. -El 1 50 I r 61, =I r', L SEE A/S3 OR J/S6 Ll� =1 91_TF� _11F=I 11T I I FOR REINF. INFO. 13" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. 1 S3 ADDITIONAL INFORMATION. I'- SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 314"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2", HOLD GYP. BD. 1/2" FROM SLAB 0._01. CONT. BEAD SEALANT 01. -01. INTERIOR 2X STUDS@ 24" O.C. U.N.O. -3 1/2" ___:,�_GARAGE CONCRETE NAILS W 11/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. PLATE TO C NCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 6 x 6 W1.4 x W1.4 WWF OR FI BERMESH Cl) o? Cl) 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. ("_K� SCALE: 3/4"=V-0" � S3 ) 3 1/2"(min.)- 4" = F 36" MIN. LAP S ----#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS r F SCALE: N.T.S. � �3 6 x 6 W1.4 x W1.4 WW F OR FIBERMES H < 4 GRADE .11 El I El I M I IE�l I IEEI I El I I I I 1=1 I 1=1 I 1=1 I 1=1 I =F711_1L=q1I #5 BP I IT =PF-1 11-1 MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-0" S3 LTI-11 1.1 1:&i 1 1/2" RECESS FOR x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH E 80 ce) 4 7 T - SEE A/S3/J/S6 it FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS (a) S.G.D. �m SCALE: 3/4"=V-0" � S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR OM 2x P.T. PLATE "I SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE =M=MEM- (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. !� 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE 5/8"- EXPANSION BOLT @24 " O.C. W/ 7 EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 Q WWF OR FIBERMESH 41, UrEF, E, 01 r 9 g =1EI r =F1=1MT, (2) #5 CONT.- ON 3" CHAIRS 8" T-4" 8" (TYP.) I TYPICAL INTERIOR BEARING WALL W/ UPLIFT K"G SCALE: 3/4"=V-0" �3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD y Cl) z OD GRADE LU Z 0 _j LU LU 0 n- Uj o Uj co W z 00 M < ILL 0 < _,_��'�FOOTING -'J BEYOND PAD REINFORCEMENT-/ L'T' MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL SCALE: N.T.S. C Lcj q 0 C Y) F�' Q) 0) -0 M E Mo 000 r, 00 U 0 o 0) cc \,' -N E 00 V) Ln C 2 ILL cr) CY) C\j if Q) 0 CL 0 0 0 00 a 00 < 0 A BD, Lo Z6 C .0 % 5 ",_` N M 0 -0 m X z 29 C) L) Lo To the best W16dih&dr`WnowIedge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. C:> Z ;t-- fn 0 = 6 U-) r*_� C:) ro rIIIII, > 9.C: fu 0-001 0 zfa LL ;z .� < (L) 4-J Uj W C) fu Ln a) U) U Ln z z 0 LU _j 2� OZ LU ZZ �- �n L 00 LL, (-) M < Lzu E �- x V) 0 0 0z 0 P 0 z z < 8 2-: �M-: LZU 3 C:) I 2 z In � I uj ne _j J 0 U) 0 =) U MF_c�o U ::) LU N !2 0 Z@ C:) T__I V) kjo > Ln 0 I.0 < z U 2 9 0 'au V) M z 00� Z,-,- zo Uj F- �r =, (LDU z:r 8) 00 LL 0 LLI 2: F- E2 > 9 5 0 LE z LU LLJ ui < <y 20: no D 0 =) 0� 0 CY2: LL z 0 z < LU L, F- C) U0 SCALE AS NOTED PLOT DATE 03/31/2011 VERSION NO. 1000 JOB NO: 11-0441-0444 SHEET NO. S3M IT, -,i A 1111 1 1 1 IIIJJI 1 111 1 111 1 1 1 F DOUBLE 2x TOP rLM 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VAR�ES \_ 2x BOTTOM PLATE W/ (1) 1 Old @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. -------SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP S S DOUBL Top P, x S_ P.1 PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W1 STUDS @ 16" O.C. W/ (2) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 1 Old NAILS PLATE W/ (2) 12d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD USP SPT22 @ EA. STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W1 8" EMBEDMENT 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL 12 (Typ) SEE ELEV. USP SPT24 @ EA. STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE BLOCKING (TYP.) ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE ZSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. -VENTOR2NDFLOOR 1/2" MINIMUM CEMENT FINISH /—TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION L 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d DRYWALL NAILS MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4 DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1 FOR CONCRETE PLACEMENT STD. 96HOOK J 8" 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 411 —FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD, BLOCK WALL ABOVE. SCRAP MATERIAL—, Uj 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM. RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL x6 MOUNTING BASE SCALE: N.T.S. 8x8xl 6 C.M. U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL 1�4 %%610 SCALE: N.T.S. N' —o� I-, POURED CONCRETE BASE FOR lBoTrom OF MOUNTING BASE BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8,, 8" 7 5/8,, 8" INTERIOR — WALL EXTERIOR WALL SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING --- q 1 ST COARSE 2ND COARSE I 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11 " DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRYLAYOUT rD SCALE: N.T.S. � �4 VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END WALL DOOR STOP MOLDING 2�< z' 2x TOP PLATE 2 U) GARAGE \�2 DOOR -16d NAILS @ 24" O.C. OR Z/// I -1— EQUAL TO TRUSS BOTTOM 2 x 6 P.T. / CHORD OR BLOCKING I 2x STUD @ 24" V O.C. MAX. FPROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. (= AlIZI CnD STAGGERED FROM BOT. PLATE TO CONCRETE �Wwl A I I 1�111% REINF. INFO. W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL J TYPICAL GARAGE DOOR BUCK (K SCALE: N.T.S. � �4 SCALE: N.T.S. � �4 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 1 Od NAILS @ 8" O/C TYP. DOUBLE 2x ---, CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS �STUDS EA END EA END EA END EA END V-4- (1) (2) (1) (2) (1) USP LSTA30 4'- 9' (2) (3) (2) (2) (1) US LSTA30 9'-16' (3) (3) (2) (3) (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS; 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W1 MP3 CLIPS EACH SIDE 2x STUDS TYP. USP HTT16 TYP. U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT �-P.T. BOT. PLATE WALL HEADER DETAIL SCALE: N.T.S. -USP SPT4 SPT24] 2X STUDS @ 24" O.0 P.T. ATE SEE TYPICAL WALL SECTION 12 (TYP-) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTIM C. 926 APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. /—CRICKET AS REQUIRED USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOC/KING BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS IL USP HTA20 @ EA. STUD L MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"Xl 6" K.O. BLOCK W1 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL' W/ STD. 90* HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. TOP SPLICE 2 ROWS 1 Od @ 3" O.C. (114 NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED 1 Od @ 8" O/C NOTE: PLATE LENGTHS MUST BE BOTTOM SPLICE� AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL SCALE: N.T.S. F= 2240 LBS USP USP SPT4� SPT241 [FUSP SPT4 2X TOP PLATE X\ OVERLAPPING \-NAILED INTO 1 Od NAILS @ 6" TRANSOM STAGGERED TRANSOM FRAMING FRAMING SEE SECTION AA/Sl AND BB/S1 FOR ADDITIONAL DETAILS USP SPT22 J-BOLTS @ 24" O.C. SpT4 USP SPT4 - MAX RECESS LINTEL ��Sp 2X P.T. PLATE 2X8 P.T. BOTTOM PrTE \F � I- I \-5/8"x10""J" BOLT@ 24"O.C. M USP C (MIN. (2) PER BOTTOM PLATE) SPT24] us SP TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL \-NAILED INTO TRANSOM F MING USP_ SPT2 USP SPT4 2X8 P.T. BOTTOM nD PLAT I E I I L5/8"xlO" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER B01TOM PLATE) ROOFTRUSSABOVE F 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRYWALL 10d NAILS@ 4" 10d NAILS @ 6" O.C. STAGGERED TRANSOM FRAMING BEYOND. LPLYWOOD PLYWOOD FASTENED TO TRUSSES 0 SHEATHING ITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FiELD ,—PLYWOOD SHEATHING MASONRY -- WALL BELOW —,_5/8"X10"J-BOLTS@24"O.C. P MAX. (MIN. (2) PER BOTTOM T4 PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. � �4 Q) C U C: CZ 4- 0 (Z Cf) E Q) 0) 4- E Mo coo M U 0 r" 00 �; c," f �_ E LO Ul o 0 M C: C') LL M -E C\j 0 0 1 c) ` (D 0 C ao CD :3 0 00 00 0 a U5 < L0 0 'T 0 A I N C B D C C P 6 00 0 < crZ tz t < ?5 6 76 IUL CD C> CD 0 To the best of the engineer's knowledge and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this raw ng. Q) U') 0 6 > r11% CD M CD co rz, ru 0 > 4-1 z a) ro W LLj _j fa Ln (1) L n mi z LLI 0 z ce 0� 0 ED LL LU 00 LU < Lz, '� �- 2: 0 I 0 (.5 , z < �Z_ . -Zc 80 02: 0'� 1= <1 LzL' 9 Z7 C:) �R � b a,: LIL, Q� Lr) 0- U 'CL ::) 3: 8 LO 0 l_ 0 - W 0 8 0 D LLJ C\1 0. 0 z @ LLI Z: z LLJ C:) 0_1 �7. T__1 > U-) 0;� LU i_- �: < < C<" z- -, co, LU 0 LL' q 00: i.- LL 0 LL, z 8, E 0c) LU L. .0 02 =01 2 (D -J - < L 9 8 __j LU 0 LL Z LU LU --� t� zo co, U-) < U*) u_ z 0 z < _j LU < F_ c) U_ z - - LU > Ln z 0 SCALE AS NOTED PLOT DATE 03/31/2011 VERSION NO. 1000 JOB NO: 11-0441-0444 SHEET NO. S4 SEE STRUCTURAL NOTES AND SEE STRUCTURAL MAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS SHEATHING DETAIL 2"x4" OUTLOOKER @ 24" O.C. 7 NAILING SCHEDULE FOR USP RT1LOOKERRUAL @ SCHEDULE FOR SHEATHING DETAIL R TOP CHORD SHEATHING DETAIL EA, UT 2"x4" O.0 (OPTIONAL SEE BLOCKING FOR �7f OUTLOOKER ELEVATIONS) FIRST FOUR ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°+ 2X4 CONT"L" BRACE TOP CORD BLOCKING USP RT16 OR EQUAL @ TRUSSES @ USP RT16 OR FOR FIRST FOUR FASTENED W/ (2)10d FOR FIRST FOUR ROWS 4" MAX. EA. OUTLOOKER EDGES OF 2x4 CROSSBRACE EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" O/C. CMID OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE TYPICAL RIDGE FASTENED AT @ "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 2x4 CROSS BRACE APPROX. 48" O.C. EACH JOINT W/ (3) 10d @ 8 -0 0/C. EXTEND @ LEAST 90% OF USP 8" FROM RIDGE FASTENED AT MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH @ SPT4 @ EA. EACH JOINT W/ (2) 10d & (2) EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) 2X6 FRAMED WALL - SEE SILL 112" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d WALL SECTION FOR SPACING 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP ATTACHED W/ 10d EA. END BLOCKING 1/2" CDX PLYWOOD OR 7/16" NAILS @ 6" O,C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 6" O.C. EDGES 10dX3" @ 3" OIC (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING AND 12" O.C. FIELD THROUGH CHORD CORD ATTACHED W/ (2) 16-d TOENAILS 7 ATTACHED W/ 10d NAILS ( 2) 16d NAILS INTO 2"4" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD O.C. FOR THE FIRST (4) ROWS FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL i „ , NOTCH L' BRACE HERE OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH "J" MOISTURE BARRIER USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. WEEP SCREED INSTALLED PER MANUF. W/ (2) 16-d TOENAILS 10dx3" @ 4" O/C 5/8"x 10" BOLT @ 32" O.C. MINIMUM 6" FROM PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA. TRUSS @ T ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM . O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT VERT. WEB MAX.) W/7-10dx1 112" AND TO MASONRY W/ (3) 3/16"x 2 1/4" TRUSS) NOTE: IF EMBEDDED SECTION TAPCONS. SECTION STRAP MISSED VERTICAL 1 2 SECTION 3 WEB, USE MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 USP HGAM10 W/ (4) 1/4"xl-3/4" WEDGE BOLTS & (4) SDS 114 x 1 1/2" SCREWS REFER TO SECTION 1A ON SHEET S5.1 N - N T SEE STRUCTURAL — FOR X-BRACING, AND r " NOTES AND NAILING TOP CHORD N SCHEDULE FOR BLOCKING `D 00 °° SHEATHING DETAIL INFORMATION % 11 1l" 2"x4" CROSS BRACE WOOD TRUSSES ;o cc APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING 1 1 2 1 1 2 EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2) 10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 - 16d I� 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. O/C W/ 2 -16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207„ L = 4 , 1/2) OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL W/ (2) 16-d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CON N. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION COMMON NAILS, (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4" = V-0" S5 J TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 10d PER JOINT 11NIMUM 2x ;ROSS BRACING 3EE PLAN FOR OCATIONS) j 10dx3" O/C @ 2"x4"- TOENAIL 6" O/C RUNN W/ (2) 16d TYPICAL (2) 16d PER NAILS 2 JOINT i- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj� SCALE: N.T.S. %,v1Y I. UL:r%r%114U GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SEE NOTES AND AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16-d TOENAILS 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED �)4 BACKNAIL W/ 2x4 OUTLOOKER 10d NAILS 16d NAILSO.C. TYPICALTOPCORD ff BLOCKING FOR GABLE TRUSS WEB USPRT16OR FIRST FOUR ROWS DOUBLE °L" BRACING DETAILEQUAL @ EA. OF TRUSSES @ OUTLOOKER EDGES OF SCALE: N.T.S. S5 SHEATHING TYP. "L" BRACE TO EXTEND 2x4 "T" BLOCKING AT LEAST 90% OF WEB 2x4 BLOCKING @ LENGTH (SEE TABLE) 48" O.C. GABLE TRUSS "L" BRACE ATTACHED 16d NAIL 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 4" O.C. 7116" OSB SHEATHING TYPICAL 4;�A ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" GABLE TRUSS WEB O.C. FIELD (2) 16d NAILS SINGLE "Lrr BRACING DETAIL i; 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH SCALE: N.T.S. S5 10dx3" @ 4" O/C DIAPHRAGM BLOCKING @ USP HGA10 @ 36" 48" O/C O.C. GABLE TRUSS DBL. TOP STUD WALL TRUSS VERTICAL PLATE (SEE TYP. SEC.) (2) 2"x8" "L" BRACE USP SPT24 @EACH STUD FASTENED WITH (3) SECTION 4 16d PER SIDE SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX BACKNAIL W/ (2) -2x4 OUTLOOKER 16d NAILS @ 24" O/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP.— 8d @ 6"O/C 2 x 4 BLOCKING W/(2) 10d TOE NAILS @ EACH END @ WOOD TRUSSES ( ) 24 O/C TYP "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTON CHORD BRACING 2X4 MIN. d Lu m o d W o o "L" BRACE TO EXTEND q _ AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED . W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION - -- 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 BLOCKING W/-", ., ' 10dx3" @ 4" O/C (2) 12d TOENAILS SECTION g — BRACING W/(3) 10d x 3" @ • EACH CONN. @ 24" O/C USP HGAM10 W/(4)-3/16"x1-3/4" WEDGE BOLTS & (4) SDS 1/4" x 1 MOISTURE BARRIER 1/2" SCREWS BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CON N. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E z a _ _ _ T _ _ — _ _ — _ `* o 6 w o 0 w w NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED4'-0" O.C. MAX. FOR 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. AS PER BCSI 1-03 SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES -MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) GABLE END BRACING DETAIL SCALE: 3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0-0" - T-0" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD HIP FRAMING REFERENCE PLAN SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N N U) N � V � (D-Q) N N ID E M M VO V) (D— 0r,co 00 N.. vV) 0 05 M C FL N r6 .t 1✓ 0 �MY N O z N -C dy' U Y 0) a� 0 AN C B D C w It B D��P sae x p "C N N N ZWv �.10 �qP ao z o "O alu N "s r co ® s Z O O "z o ®�.•� w mot" _ ry�� ';\ Z Z J vk p J L)flits2�"`,Theo ® c¢i To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O N („) R O (n � � O Q a j M C:) 0- L_ -0 � pC f�N N N .� z�4-J Z O Z J LU �ofu _N U V ce Q Z W J wLLo W < Lu O0z,,Oa U0 7� z Q U z Q O Ozo�aw �gLu _j 00�0 �--I u�apz0 *—� OJ u W T__1 LO t�o Q J H � Ln 44: J Boa a w000� �Finco � °F zQJ L0 aoWJQo� _ II� Qo �W w Q OLLO>O � W O O LL z Q w a W Q�W2o Ln D o (naoz< O Q~� u_ LU z> Oo g SCALE : AS NOTED PLOT DATE: 03 / 31 / 2011 VERSION NO. 1000 JOB NO: 11-0441-0444 SHEET NO. S5 I [Ilh 1-7-1 1 I 1 1 - - - 1X4 1I2" DRYWALL DOOR JAMB (REFER 1 X 4 1!2" DRYWALL DOOR JAMB REFER 1 X 4 DRYWALL ( UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS MAX. 8" DO NOT DO THIS PROPER INSTALLATION 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. FOR CONN. DETAILS 1 X 4 FOR CONN. DETAILS ., 1 X 4 3/16"0 X 3" LONG FURRING 71/2" 1 X 4 FURRING 3/16"0 X 3-1/2" LONG '' "' #5 REBAR (TYP,) #5 REBAR (TYP,) 3J4" PLYWOOD DECKING GLUED AND NAILED W18d COMMON @ , 3-1/4" LONG X 3/16"0 FURRING TAPCONS 6" O.C. EDGES AND 12" O.C. FIELD TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED 2X8 ATTACHED WALL SHEATHING TO BLOCK@ SPACING ,� 1 DETAIL 1X8 P.T. O.C. 2-ROWS INTO STAGGERED @ 16" O.C. 1X8 2-ROWS INTO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED PER MANUFACTURE MASONRY THROUGH „ —1 /2 DETAIL MASONRY THROUGH 311 DETAIL D. 90° HOOK (TYP.) STD. 90" HOOK (TYP.) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS 2x BAND JOIST METAL SEAT PLATE 10d @ TOP & BTTM CHORD / FACE IL NOTE: AND (8) FACE NAILS 10d @ 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL Ll LAP SHEATHING TO BOTTOM OF BAND TRUSS VERT. WEB DOOR JAMB (REFER EACH END W/ MIN. DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR I JOIST TYPICAL TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS FOR CONN. DETAILS " FOR CONN. DETAILS �=j �': 10d @ 12"' O.C. 1 X 4 FURRING - 2X8 P.T. WITH 3/161 X 3" +2�� NOTC @ FIRST COURSE USP HGAM10 @ 12" O.C. w/4-SDS 1/4x1 1/2" LONG TAPCONS SCREWS INTO BAND JOIST & (4) 3/16"x1-3/4" 2x P.T. AS REQ'D 2X8 P.T. 2X8 STAGGERED @ 16" O.C. WEDGE BOLTS INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL NOTCH WEB AT THE FIRST 2 COURSES +5" FILLED CELL PER FOUNDATION PLAN rH'�' BUILDOUT @OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL INSTALLATION RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. �+ SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. A -A = 1890 #FOR 2 STRAPS :� ' , FILL 1st4 COURSES EMBEDMENT INTO BILK.) 1/4" MAX �. SOLID W/GROUT •:• 2'-0" 8' , 1-PLY PRE-ENGINEERED TRUSS ' x 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS ARCH BLKG. &BUCK 1 1 s % USP RT16M W/ (8) NA11 NAILS & (6) x 24' BLOCK HEADER 4" TAPCONS 1/2" DRYWALL * _ (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W! (6) 10d NAILS x 11" NAILS AND 8d NAILS AT 8„ O.C. AT BUCK 2 x 8 45^ DIAGONAL LEAVE A CUTOUT IN O.S.B. ON THE (4) 4" X 1 41' WEDGE BOLTS [ (1) STRAP = 1225 # ; (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION (2) STRAPS 2450#]) •.' 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PACE BEAM CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' °• . �'••a '; '• ' .. SCRIBE (NOTCH) * FACE OF ARCH W/ (3) 10d NAILS • BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERRAN :�' .�••:.�•�• ;,: :�• .. CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR4 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4 MIN. OF BRACE A 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/8" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD / * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/8"- NO REPAIR REQ'D. / X 10d NAILS @ 8" O.C. 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY � 0TO TRUSS TOP CHORD FRygN T ARCH DETAIL WALL USE (3) 1/4" X 31/2" TAPCONS AT 16" / SCALE: N.T.S. SS O.C. 12 tFl�GT + + PLYWOOD SHEATHING H 1 r-On 5r-On JACK TRUSS PROVIDED BY + TRUSS COMPANY OR PAN 2x6 #2 SYP @ 24" O.C. - + + + + "INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B B ROOF SHEATHING ATTACHED + REQUIRED D 1/4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL + TO SUPPORT TRUSS SOFFIT ° . ° D Q . o #5 BAR '� 2-0.. 8 + pD 10 Q . o D ° BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + + CENTERED W/D ° 9T H 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP ®®� o ° °� IN TOP KNOCKOUT / � EACH TRUSS o 8d NAILS @ 8" O.C. AT BUCK -- ° CHAIR BLOCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x - . - CONT. W/ (3) CONNECTOR - i> - - MONO FOOTING - : p ° ° VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" TAPCON AT EA. SIDE1-7 BUCK - (1) WITHIN 4;' 12d NAILS TRUSS PROVIDED BY SEE LINTEL SIZE AND REINF. PER PLAN --- D� AND SECTION DETAILSJACK LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 SCHED. CLEAN FILL 2 x 8 VERT. BRACES) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT z TO BE INSTALLED BUILT UP PLWD. BUCK - PRECAST LINTEL °. STANDARD o 4'-0" MAX SEE PLAN SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION � D 90 HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%i' WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") � ' � �' � " � � ` BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" ° ' INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B_g ARCH DETAIL K SECTION @ ENTRY L SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" 1'-0" SS SCALE: 3/4" V-0'" SS SECTION DETAILS SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRC /FBC NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6"MIN. HOLE TYPE ""S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT, FOR SOLID GLASS ANCHOR HTT16 W/ (18) - 16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING SQUEEZED OUT. 1/4 EXPANSION BOLT (2 WHERE THIS CONDITION STUDS &1 5/1 DIA. ALLM. () #5X6 EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. } Z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 6'-0" 5" EMBEDMENT & 3" MIN. O CD SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F•F• Q FILL CELL FULL HEIGHT WI OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP EDGE DISTANCE w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE U_ LU THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL D p P a w d A REINFORCING AS FOLLOWS: a 1 * SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. o II-III-III-III-III=III; I III �- Q * PRESS PANEL REINFORCING INTO PLACE. —III=III—III—III k _ " I=III=III—I I , 0 z #5X6 EMBEDDED INTO 6" MIN. LAP SPLICE W/ ° - -I (- EXISTING FOOTING 2-#5X6' IN CONG. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL I=1 I=1 I= Q - N FILLED CELL SMOOTH. DO NO FURROW. p .D III=III= DRILL 3/4"X6" MIN. HOLE F) PACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT III=I I GRADE P. t> — _ � SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. " 6 MIN. LAP � D' o G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE N REMAIN FREE OF MORTAR. NOTE: co z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. N ' r • o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT D I ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) *(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FRC TABLE R301.2.1.3) 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN *(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FBC TABLE 1606.1.6.1) EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL - K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. o � N m N Mo o or, 00 O cNn _ ®M ® O m fd U "0 �a N cZ LL r) m Rs "= t. 0 2 d M N O U d 3 0.0 0 CO a� C6 LO o rn O A � NC B DC wG P B D® a2 zji400d ,r o z re � a ¢ rn Z) 0 Z anq�d°a� _ ^kTt-O J U Ins To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O r_4 M Z CU cl ko N CD® _j N M o a 'i fu Fa- fu N Ce S L N n Z�.�%%.. Z LU Uj to N Ln U a z LLJ W LE o I LLJ m Z Z 4 a 00 Lu Ul-2:(n0O F-arz¢U zrQ82:¢ =R:EZZ 22gW�o_j U'% 040 v = O =) w N T-� I—aoz0 O cawJ J T to Q J J tO t-1 r—I > Ln uj W � ¢zU0 LU Lo FV)mCLL) °oaFw��o`F z¢zz LU 8�w 00 u_10 W9o_ 0 u_ z W p w Q QQFon //1� L/ 0 d� � n Q O r-i 1 J O z asUj LU © 4 F " z LU U0 z z O SCALE AS NOTED PLOT DATE : 03 / 31 / 2011 VERSION NO. isoo JOB NO: 11-0441-0444 SHEET NO. SS tttttttttr�tttt�wes�r�r�n��rn�m�mn�ermm�n�at ttw�tt�® �s required by Florida Statute 553.842 and Florida Administrative Code 91!�-72, please provide the information and approval numbers on the building �omponents listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your ocal product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS ISmooth IFL8838-Rl A. SWINGING Plastpro Inc./ Nanya Plastics Distinction Fiberglass Entry Doors FL6184-Rl +65.01-65.0 psf ThermaTru Star/Fiber-Classic +55.01-55.0 psf ThermaTru Smooth Star/Fiber-Classic FL12441 +47.01-47.0 psf B. SLIDING General Aluminum Company Series 4201430 FL12274 +40.01-40.0 psf C. SECTIONAL Clopay Building Product* Resi d enti al V`Arl Doors M (SX7) FL5675-R3 +30.01-32.0 psf .Clopay Building Products Resi d enti al VIAndCode Doors W5 (16X7) FL5675-R3 +30.0/-30.0 psf (u5ed o� whid sp,-,d, cver �20 npr) Clopay Building Products Residential VAndCode Doors VW (8X7) FL5675-R3 +37.01-41.0 psf (,wsea Ir. vvlipo,�Peedc ovet �2,) qiptil Clapay Building Products Residential Wiri Doors VW (16X7) FL5675-R3 +37.01-37.0 psf Amarr Garage Doors Model #500 Classica (8x7) FL5427-R2 +40.11-47.4 psf .Amarr Garage Doors Model #500 Classica (1 6x7) FL5427-R2 + 38.41-43,7 p sf Amarr Garage Doors Model #600 Stratford l FL5302-Rl + 40.11-47.4 p sf Amarr Garage Doors Model #600 Stratford (11 6x7) FL5302-Rl +38.41-43-7 psf D. OTHER 2. WINDOWS A� SINGLEHUNG General Aluminum Company Series 155011570 FL14412 +47.21-50.0 psf .General Aluminum Company Series 190011970 FL12968 +40.01-40.0 psf B. HORIZONTAL SLIDER General Aluminum Company 2800 Series FL12989 +40.01-40.0 psf C. FIXED General Aluminum Company Series 155011570 FL13199 +40.01-40.0 psf General Aluminum Company Series 190011970 FL13199 +40.01-40.0 psf D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL8905-Rl NIA E_ OTHER 3. PAN EL WALL A. SIDING Alside Coventry Vinyl Siding FL12103 + 86.51-86.5 p sf B. SOFFITS Kaycan Ltd. 12"116" Vented Soffit FL12199 +70.01-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30140 (and AR), XT25 (and AR), XT30 (and AR) FL5444-R2 NIA B. UNDERLAYMENTS C. ROOFING FASTENERS D. ROOF VENTILATORS Southeastern Metal WeatherVent FL11024 NIA Florida Metal Products, Inc Vent RV10 FL2075-R4 NIA E. ROOFING TILES F. ROOF TILE ADHESIVE G. OTHER 5. SHUTTERS A. STORM PANELS Metal Tech, Inc Galvanized Steel Storm Panels FL722-R2 + 103.01-103. 0 p sf Alufab Galvanized Steel Storm Panels FL4804-R2 +104.01-104.0 psf 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ — ANCHORS _USP Simpson Strong -Tie see chart Structural Conn. see chart B. TRUSS PLATES MiTek Industries, Inc. Truss Plates FL2197-R3 NIA C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa-Larn SP FL1644-R2 WA Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645-R2 N/A D. MATERIAL FECIP Co!2. (Cast -Crete) High Strength Concrete Lintels FL158-R3 NIA VVekiwa CP Pre -cast and Pre -Stressed Lintels FL1418-R2 NIA Lott's CP Lintel FL12045 N/A Commercial CP Precast & Prestressed Engineered Conc. Lintels FL1774-R2 NIA Powers Steel, Inc. IPower Box Lintels --tFIL13264-131 NIA The products I isted below did not demonstrate product approval at plan review. I understand that at the time of ins pectic) n of these products, the following information must be available to the inspector on the jobsite, 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE ir� DATE Simpson & USP Cross Over Chart with Florida Product Approval Numbers Simpson Produc Number Florida Product Approval Number Product Description I USP Product Number I Florida Product Approval I Number A34 FL1 0446 Framing Anchor MP34 FL822-Rl ABU44 FL1 0849 Adjustable Post Base PAU44 FL569-R3 CS22 FL1 0852 Coil Strap Tie RS300 FL822-Rl H3 FL1 0456 Hurricane Tie H10 FL10456 Hurricane Tie RT16 FL565-R3 H2.5 FL1 0456 Hurricane Tie RT7 FL565-R3 H6 FLI 0456 Hurricane Tie LFTA6 FL820-R2 HCP2 FL1 0447 Hip Corner Plate Connector HHCP2 FL817-Rl HDQ8-SDS3 FL1 0441 Holddown UPHD8 FL817-Rl HETA1 6 FL1 1473 Embedded Truss Anchor HTA1 6 FL821-Rl HETA20 FL1 1473 Embedded Truss Anchor HTA20 FL821-Rl HGUS210-2 FIL1 1468 Truss Hanger THDH210-2 FL821-Rl HHETA40 FLI 1473 Embedded Truss Anchor HSUR/L41 0 FL1 0655 Heavy Skewed U Hanger HTS16 FL1 0456 Heavy Truss Strap HTVV1 6 FL820-R2 HTS20 FL1 0456 Heavy Truss Strap HTW20 FL820-R2 HTT16 FL1 1496 HDITension Tie HTT16 FL821-RI HTT22 FL1 1496 HD/Tension Tie HTT22 FL821-Rl HUS41 0 FL10531 Joist Hanger HUS41 0 FL821-Rl HUS412 FL1 0531 Joist Hanger HUS412 FL821-Rl HUSC410 FL1 0655 Joist Hanger HUSC412 FL1 0655 Joist Hanger ITT FL1 0667 TF I -Joist Hanger THO FL815-RI IUT FL1 0531 I -Joist Hanger THF FL815-Rl LGT2 FL1 1470 Light Girder Tiedown LILIGT2 FL817-Rl LSSU210-2 FL1 0447 Slopable/Skewable Hanger LSSH31 FL816-Rl LSSU28 FILI 0447 Slopable/Skewable Hanger LSTA1 2 FIL1 0852 Strap Tie LSTA1 2 FL816-Rl LSTA1 8 FIL1 0852 Strap Tie LSTA1 8 FL816-Rl LSTA30 FL1 0852 Strap Tie LSTA30 FL816-Rl LSTA36 FL1 0852 Strap Tie LSTA36 FL816-Rl LTS12 FL10456 Twist Strap LTW1 2 FL820-R2 LTS16 FL1 0456 Twist Strap LTW1 6 FL820-R2 LTS1 8 FL1 0456 Twist Strap LTVV1 8 FL820-R2 LTS20 FL1 0456 Twist Strap LTXN20 FL820-R2 LTT1 9 FL1 1496 Tension Tie LTS1 9 FL822-RI LTT20B FL1 1496 Tension Tie LTS20B FL822-Rl LUS26 FL1 0655 Joist Hanger JUS26 FL821-Rl LUS414 FL1 0655 Joist Hanger JUS414 FL821-Rl MBHA3.56/11.88 FL1 0866 Masonry Beam Hanger NFM35X1 178U FL578-R2 META22 FL1 1473 Embedded Truss Anchor HTA24-1 8 FL859-Rl MGT FL1 1470 Medium Girder Tiedown MUGT-15 FL1 1910 MST48 FL1 0852 Strap Tie KST248 FL822-Rl MST60 FL1 0852 Strap Tie KST260 FL822-Rl MSTAM36 FILI 1473 Strap Tie for Masonry MTS12 FL1 0456 Twist Strap MTW1 2 FL820-R2 MTS16 FL1 0456 Twist Strap MTW1 6 FL820-R2 MTS18 FL1 0456 Twist Strap NITW1 8 FL820-R2 MTS20 FL1 0456 Twist Strap MT\N20 FL820-R2 MTS30 FL10456 Twist Strap MTW30 FL820-R2 Tension Tie MTS27B FL822-Rl PA51 FL1 1476 Foundation Strap TA51 FL816-Rl Spi FL1 0456 Stud Plate Tie SPT22 FL817-Rl SP2 FL1 0456 Stud Plate Tie SPT24 FL817-Rl SP4 FL1 0456 Stud Plate Tie SPT4 FL821-Rl U24 FL1 0655 Face Mount Joist Hanger ET FL1 1506 Epoxy HID Titen FL2355-R3 Titen Anchor 717-846-�747 717,846-00555 HF,1 Engineering, Inc. 1418 E. MafKet 8t., 5kiite B York, IPA 17403 ,n,iary 2009 N;,ck TnorrIpsoH, Pioduc�, Mana�,.er Sid;rw,�k T,,11-triak As�ocin!,ed Maleiial�, ILC 3773 Stale Ro�(Il Cuva,,roga Fa[lsi Qhjo 441223 RE: F(ol ida E% alriation, C,,)verrtr_y Vinyl ' iding, FBC 200, Dear Mr. "I'hornirson: ]'lie follnwinL Assoc�blud vir 1 sidn"", ploducl; Coventry hL's bterl tested and nalyzed in conk�irrijrrciri uilh ASTM D 3679-05 as required by Florida Eirjilcling Code 2007, paragiphs 1404,9 ancl 1405.13t riuls frinri�-_Ip pnsic,e,�riai C'o& 200, p,.r�ip,,rc,3pi-, 701111 Stjirctu,al tp�;Img to ASTM 1) 5,206, is required lb� AST%� D .36,79, was dorre at Architectural Testing, Inc. arid !.�, rcpor�;�d in 77h,15.01-1094,) Prid 825371,01-109-01 Tesnng was donQ for Alside, Inc- which i., owned b,v Associated 'Nfateriajs, 11-1-C. Coventry virryl siding is procInced i�! 5 cc-rifigurations. DoLible 5", DOUIDIP 5" Double 4" , Double 4" Dutchlap, --rd "FriPle -,"; :111 willi a fh�ckriess of 0.042" A stren2dieniq featin-e'afthu Pioduct iz �hat it has a "rolled cdlge nw�l ljefn"� vhich virnis a double thickness al. tile nail hern edge. I Jh.av,� pdficinicd a corr,�Ljination of iational aod coniparative, ar)ANses (,4,l fi�oduc� vvhicb � lnaluO�,,s the niandatoi v iequifernents of Annex A1.2.1 in AS'I'M D 3679 lln,�talllliq'p mlx�t lie o'er 5/9" rnalin)urn nailalyle sheathing or V�" rininirriurn plywond. TrIUS' he roofing riniks widi .3/8" diarnetf,,r 1 �?ad, 1/8" d iarno�er stirrik, RISIgrl vvind piess-oros for all 5 irid a rio)irrivrin, length c: 1-5/F' Thv, allow8hdc� corrfigurationi� nicluding I-)ouilic! 5", Double 5" Dutchlap, Double 4", Dooblo 4" Elutchtitp, arid Triple 3" ale +/- [773 � �f loi 8" ztud spicini�. + psf -' 112" stud p 4ol spacir�g, arro +1-86.5 psf for 16" SlUd SIXICing, In order to ichieve tlht��e pressriie�, ill studs. rinuutsir'b"aV't, nails iq� dvern ancil 11 nails inust be in studs. Tile abcyve kAldes can be euiripated d�l,--clIV Lb tile reqUired WiRd l0ad-S in, Ola-Pler 1(1 Of fine Florida Building codc. I trlst that lhi� illforrria',ion �s aufficient IoT die project needs. If 11here, are illy qnneslionc about thr� report, or i! nnytliin� addition�l is iequircd, plellse Pdvi,�e.rne. Sireerr,.Iv ycilirs; Allen. N. Reeves. P,E sOuctural ErIlp--er ANR:anr Floricti License No, 1935-4 Cc 0or)j0005 w2 ) oJOAIW14,4�, 2�aql 717-84C 3747 9 -Wilk KR Engineering, Inc. 1418 E. Market St., Suite B York. PA 17403 Tcd Berindn, RE, -`,dminisrator. Firn ida DuAding C,,)de ornin-issic"n 'R � etolan andAssociate's, 925� 4 1 �� Street. �3'u� te � 04 _M taint Bonch, Floi ida 33140, Certi�,'icarlion ()I fridcoend�,nce Deal Mr, Bn%rrnan 26 Installing soffit and fascia Please rrote� Although vinyl soffit's are manufactured with the same exacting standards as all vinyl products; JV Inhibitors are riot added to the vinyl formulation as soffits are not exposed to direct sunlight. For this reason, vertical or horizontal installation of soffits on walls is not recommended and cannot be guaranteed. Installing trim - Option A When fascia is applied without exposed nailing With open eave: Secure F-channel to the exterior of the fascia with the top leg resting against the bottom of the board. Secure F-channel on wall, level with the F-channel on the fascia With closed eave: Use a J-channel in place of the F-channel at the wall. Secure all channels every 12" on center, in center of nail slots, Installing trim - Option B When soffit only is applied, or when fascia panel is secured to underside of wood fascia. With open save: Secure F-channel to the wall and to the inside of the fascia board, level with each other. Cut out back of channel to fit around rafters, if needed. With closed eave: Substitute J-channels for the F-channels. Secure all channels in the center of the nail slots, 12" on center. lr�lalling soffit I Measure the distance between the inside of the inside and outside trims. Allow 1/4' per s de for expansion and cut the panels to length. Insert panels into Inars. For eaves over 1V'in width, you will need to install intermediate nailing supports to keep the soffit from sagging, 2. Interlock panels as you would vertical siding. Closed soffit can be secured every 12" on center 3. When fascia panel is not being applied, use an F-channel or J-channel at Comers of the overhang to properly finish the installation. 4. When soffits meet at a corner, the joint can either be diagonal (mitered) or square (both illustrated). Both methods are made with J-channel or H-channel. f �lmo Sal Option B ,roeaek H-Channel Installing soffit and fascia Installing fascia I . Install an undersill trim at the top of the fascia board. 2. Measure distance from the bottom of the F-channel to the top ofthe undersill trim, and then subtract 1/4" for clearance. Out panel to width. 3 Perforate the cut edge using snap -lock punch approximately every 8', ensuring the " tabs' face outward. 4. Houk the leg of the fascia panel over the F channel, and snap the tabs into the undersill trim. If soffit is not being installed, hook the fascia directly over the fascia board. An alternative to snap,4ock punch attachment is to slide the top of the fascia behind metal drip -edge. Overlapping fascia 1. Overlap fascia by cutting the bottom edge of the underlaying panel, leaving a 1 IJ2' tab to he inserted into overlapping pariel 2. Overlap 314" (half the distance of the notch). md-11 W. Fascia installation "it.1i Fascia overlapping ,114' Capping fascia To make corner caps, cut a piece of vinyl fascia that is 5 112 long. 1. Mark the vertical centerine on the back of the piece. 4 2. Cut a 90' section of the bottom flange frorn the center, leaving a 46' angle on either side. 3. Use a hand seamer of metal straightedge to fold fascia piece along vertical centerflne to make a right-angled corner. 4. Using a snap -lock punch, make tabs just below the top edge f the corner cap, making sure thatotabs face outward. Install corner 0 p by looking the bottom over the existing F-channel and snapping the top Fascia capping edge into the undersill trim, KAYCAN- I KAYCAN' ICC-ES Evaluation Report ESR-1495 Reissued Novernber 1, 2008 This report is subject to re-examinartion in two years. www.icc-es.org 1(800) 423-6587 1(562) 699-0543 A Subsidiary of the Intemational Code Councit" DIVISION: 07—THERMAL AND MOISTURE PROTECTION Section: 07460— Siding REPORT HOLDER: KAYCAN LTD. ONE MEMORIAL DRIVE RICHFORD, VERMONT 05476 (802) 848-7010 www.kaVcan.com EVALUATION SUBJECT: KAYCAN PVC SIDING 1.0 EVALUATION SCOPE Compliance with the follovving codes: 20061nte ational Building Code (IBC) 2006 Intermnational Residenlial Cod,30 (I RC) 1997 Uniform 8uilding Codelm (UBC) BOCA' Nallonal Building Code/1999 (BNBC) 1999 Standard Building Code (SBC) Properties evaluated: • Exterior veneer • Wind resistance 2,0 USES Kaycan PVC Siding is used as an exterior veneer and as closure material on the underside of exterior roof ua�es (soffits) 3.0 DESCRIPTION Kaycan PVC Siding is horizontal and vertical lap siding and soffits manufactured from rigid polyvinyl chloride tPVC) conforming to the requirements ofASTM D 3679 The siding is used as an exterior wall covering over solid sheathing and as soffit. The siding has a plan- or wood -grain texture and is available in various colors vvith matching trim, comers, and starter strips. The panels are a minimum ofO.040 inch (I mm) thick. Lengths range from 10 to 12.5 feet (3048 to 3810 mm). Panels are formed with an upper edge having nail slots and a loweredg8 that hooks impthe upper edge ofthe lower Course. The s;lding is produced in different profiles as described in Table 1 of this report. 4.0 INSTALLATION 4.1 General: Installation ofthe siding, including the panels, comers. starter strips, trim and other accessory items, shall be in accorclance. with the manufacturer's published installation instructions, the applicable code and this report. In the event of a conflict between the manufacturens published installation instructions and this report, this report shall govern. A copy of the manufacturers published installation instructions shall he on the jobsite at all times during installation. Solid sheathing and a water -resistive barrier shall be provided behind the siding, as required by the applicabie code The allowable wind loads are as noted in the prescriptive requirements of the applicable code. See Section 4.2 for applications in excess of the prescriptive requirements or where the app, icable code does not provide prescriptive requirements. 4.2 Wind Resistace: Design wind pressures must be determined in accordance vvhl) Chapter 16 of the IBC, SBC, UBC or BNBC or Section 301.2-1.1 oftho IRC. In areaswhere the basicvvind speed (3- second gust do not exceed 100 mph (45 mis) [80 miles per hour (36 m1s) (fastest mile) under the UB% and the building height is less lhan or equal to 40 feet (12 192 mm) in Exposure C areas, installation must comply with the prescriptive requirements of IBC Section 1406.13, BNBC Section 1406,3.3, SBC Section 1403.9 or UBC Section 1405, as applicable. In jurisdictions enforcing the IRC, installation much comply with the prescriptive requirements of IRC Section R703.4 for areaswhere the basiewind speed (3-second gust) islessthan 110 mph (49 mist in Exposure B, and does not exceed 90 mph (40 m/s) in Exposure C or 85 mph (37 m1s) in Exposure D. Forapplications in excessofthe prescriptive requirements, the design must be. in accordance vvith IRG Section l 1.1 � For applications in excess ofthe prescriptive requirements, the Kayc�m PVC Siding has an allowable negative wind load of 70 psf (3352 Pa) (44 psf (2,107 Pal under the UBC] when attached to a code -complying, minimum %-inch-thick (to mro), structural -rated OSB sheathing. The siding shall be attached with 1'1,-inch-long (38 mm), 'linch-diameter-head (10 mrip), 'Icinch-diameter-shank (3 mm), corrosion-resistani roofing nails spaced 6 inches (152 mm) on center. The structural sheathing and framing to which the siding is attached are outside the scope ofthis report. "'Y'th" �, ' It` 1�b,`d i Th—, o ....... ly b, ICC S,, -k, A,, "P wvdi,l, Copvnghl �) 2008 Fg� 1 f 2 �ax 717-846-0355 22 Janu,,p,� 2009 In �vith Rule �,B-721 10, C. 'Tnteria fur Ctrtification, Independence", Hit-, fcrllomin,�. I an't a repstered professional engineer in rbe scl[e, of Flozida Nviih liense nurribei 19354� 1 work, in a tw,) per�on con�ulwW� ,��rrc[tvai en�ineernlg firn), "IIR Engineecing, of �,,�ich I ani the nhajoilL.V oWner. In !wv work pelforintn' an do flut: nor -ill I acquile, a firrallcial ill any co'llpally lriniufqc0�ring or distributiny, proclucts� "or which tile repo:ts are bl�ing ssuiod. In tny work P(l.rfortninp, an evAivation, I do nQ1 have nor will I acquire, I finir],Jal ntorest in any orh�,r ,�nLilv jrivolvcd in Th,,� approvc] Froc�,_Sq of In" prndllct� I trinst thint tfiif� is for the Florida Buitding, Cod'? Corrinussion's requtioneirils. if �hi�rc ave in%y,,qucst;ons about Oii,,- �erriflcitiofr of indQf--cildo�nce. or if an� I tfiii�g addkioi�ai ts required, -Please advi�e ri-,-� Sincere]) vours-. I-IR Engineering. Inc. Allcv, N. ReQves, F.F. Chief En6neel A NR�arr As-,oc ia ted Ma reri P.I3. IA C1 ,Ogo ', (�oo �-, ESR-1495 I Most Widely Accepted and Trusted Wind resistance of the soffit panels is outside the scope of this report. 5.0 CONDITIONS OF USE The Kaycan PVC Siding described in this report cc,niplieswith, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The siding is limited to installations on buildings of Type V-B (IBC), Type 5B (BNBC), Type VI (SBC), and Type V-N (UBC) construction, and to constmation pprrinitted by the IRC, as applicable, 5.2 The exterior walls shall be braced or sheathed to resist racking loads vvith approved materials in accordance with of the applicable code. 5.3 The siding shall be installed only on exterior walls o�er solid sheathing capable of resisting design wind pressures both positive and negative. The sheathing shall be covered vvith a water -resistive barrier, as required by the applicable. code. Page 2 of 2 5.4 The siding is manufactured in Richford, Vermont, under a quality control program with inspections by Architectural Testing Inc. (AA-676). 6.0 EVIDENCE SUBMITTED 6.1 Manufacturers published installation instructions, 6.2 Data in accordance vvith the ICC-FS Evaluation Guideline for Vinyl Siding (AC37), dated Octobpr2008. 6.3 Quality documentation in accordance vvith the Acceptance Criteria for Quality Documentation (AC10). 7.0 IDENTIFICATION The Kaycan PVC Siding described in this report shall be identified by a stamp bearing the Kaycan Ltd. name and/or trademark, the product type, the statement "Conforms to ASTM specification D 3679,'the statement "Conforms to UBC Standard 14-2", the name of the inspection agency (Architectural Testing, Inc.), and the evaluation report number (ESR-1495). TABLE 1—KAYCAN PVC SIDING MODEL PROFILE LENGTH Board & Baum Singe 7 oh V.rtical 17 - D-4 A—li Double 4 inch florizortal Dutch —Lap 12'- D-4 Marquis Double 4 inch H�rlzontal 12'- 6" D-5 Cont�sa Double 5 inch Horiznntal 12'- 0" D-5 Elepno. Double 5 inch Horizor,tal Dutch Lap 12'- 0' D-5 Vertical Doubt. 5 i-h V�n�l 101 - 0" Lewiston Do�ble 4.5 inch Hari—tal 12'- 0" Nowp.rt S,ngl. 6'1, i-h H.nzom.l 101-01, Ocean Park B-1 Double 4.5 inch Horizontal 12'- 0" O�- Park C.- Double 4.5 inch Horizontal 12'- 0' Pl.dri.m S.ri- D.4 Double 4 inch Horizontal 12' - 6" Platinum Sen- D-4 D.th L.p D.ul)l� 4 in.h H!Cil Dut.h L.p 12'- 6" F,latin— S.6- T_3 Triple 3 inch Horizontal 12'- 0" P, D.ublc 4.5 Inch 12'- 1" D..Iul. 4 5 11.6,L�l 1Z - I" T-3 Cla-i. Triple 3 inch Hon-rital Dutch Lap 12'- 0" T-3 Horizontal Triple � inch Horizontal 12'- 0" V.nt.d V' Double 4 inch Perfomted Soffit 12' - - - 0" Ventr,d 19' D-bl. 5 1-h P.rfa.tiad Soffit 12'. 0" Solid 10" Double 5 incir Solid Soffit 121-01, Center V.nted 12"1S.1id 12" Triple 4 inch Partially Perforated Soffit 12'- 6" Vented 19' Quadruple 4 inch Perforated Soffit 12'- 0" S.fid 16' Otiadrupl� 4 iri.h Solid S.Mt 12' - 0" 27 CD CD Cn —Cu > 2--o 0 cu 0 4- Cn CU C:) .0 4-0 Ca U_ CU > .Cn Cn a) E L_ 0_ 1E ccn, -0 LP -CU co 04 D ICC EVALUATION SERVICE, INC. E,al..re - I�f - P,ot��t L. Arrpl. B-!.iR�gi ... I Offic, - 5360 W,,,k— ' Mill R-d Wl CA 90601 1562) 699-0543 ph,- - (562) 6954694 fa. E Certification of Independence for Evaluation =3 [CC Evaluation Service, Inc. (1) ICC Evaluation Service, Inc., does not have, nor does it intend to acquire or Will it acquire, (D a financial interest in any company manufacturing or distributing products for which (D evaluations are issued. C_ (2) ICC Evaluation Service, Inc., is not ownecl, operated or controlled by any company U) manufacturing or distributing products it evaluates. (3) 1CC Evaluation Service, Inc., does not have, nor Will acquire, a financial interest in any company manufacturing or distributing products for which reports are being issued. > (4) ICC Evaluation Service, Inc., does not have, nor vAll acquire, a financial interest in any 0 other entity involved in the approval process of the product. 0 L_ ;a4 4n, ian Nosse � President ICC Evaluation ServiGe, Inc. 112— =:3 U-1 0 Z 1.,o.] Offi 5)60 W,.k--- M,11 R,,,J. Wh,11.1. (562) 09.0513 ;Z Offi., . 900'M—W, lk�,,L 5� A, B..h— Ahb— 35213 R05) 5"9800 < R�&T Off— - �05L W F1. R-d. C, Cj�b FJ,11'. 1110473 (1081 79943-5 SHEET NO. PA 1.0 I Q - "W""no-Z � R ig,g�,'ifi�� " , -0— ` �� ,�r-1--w�,�*-�l"-6-��""��.��,,�,'��-�l""40 _ _ '—wo lli � I - A � ,�, m .- __ - _ s, 'lem , _ ""'in.1, _ ,_ __ 'Is " - _�t � __ �7-�_� , . - 'C'ne, � ,� �- � _ �,,�% ,1�& �,,, �niI I " �, us�, - - '. F_ =,-Cldlsinw �cm-i,,,_ - - - --�Z� I v"�;'_,S,, ,,su,foi, "".� �, "" I 3_ ,g , o1bir I � St- is 1, I 11 H I P log,"t., r4D, IpIC, f - 1111rd, 31 I � . -1 HIP � 1 t PIN Id- Shia DCLS �, I Ilk, . 7 , o I., labet'Itoll Il,tT,p,,a - t shomd Gto, WOMMUNAWN a-,, lens � .g o � & 1 � Robloullom I StIff � U-s sid Illp � I—, �,+ � USER _'l, I— Product Approval * I , P-1111tAchol.-I 111,11 'Inr�oFfill P-CIt1It1APNUd,b.DIt,,J1 F # FL6184-Ri Application Type Re S." Cod Version 2007 Applicati d Status Approved Comments Archived rtt Produ t Manufacturer ' Plastproluc /NanyaPlasticsCcip. Addr.ss/Phone/Email 5 2(70 W CENTURY BLVD. LOS,ANGELES, CA 90045 (44 ) 969-9773 Ext 16 ron.00turnell(d,plastproint.com Authorized Signature ""' O'C .... ` r.no,.nnel 9,1-tprcinc.com Techrica[ Representative Addi opoiPhone/Email Quality Assurance Representative Addiess/Phoure/Emoul Cat agory Exterior Doors Subcategory Swinging Exterior Deal Assemblies Compliance Method Eva I nation Report from a Florida Registered Architect or a Licensed F lorida Professional Engineer tv, Evaluation Report - Hardcopy Received III - ride Engineer or Architect Name who developed Lyndon F. Schmidt the Evaluation Report Florida License PE-43409 1'11�itl, A::Irinn:E Ent ity National Accreditation and Management Institute q ce I y A I Is e Contract Expiration Date 12,131/2012 VaIndatod By Ryan 3. King , P, . - V � al,dati.o Checklist - Hiindc.py R.c.i,.d Certificate of Independence fl-i R1 COI CEPT OF MDEPEND-ELICE edf Referenced Standard and Year (of Standard) Standard Year "��,� , 19�17 ju),/ S 21/NAFS 2002 ASTM 171886/171[096 2OC2 ASTM F3 3 0 2002 TAS 201, 202, 203 1994 Eq I valance of Product Standards Iii,til By Sections from the Code Product Appaf Method Method 1 Option D Date Stem tt d 101/03/2008 at a do D at: V 11 red I'V 11/111, D Pending FSC Approval 10/19/2008 D ate Appre _d 121/10,'2008 FL At - ______ J Model, Number an, Name ____ Description __ _____ _ - 6184.1 [= ,on Series Up to 'I, . 6L, Opaque Single i Insvrng or Outswung Fiberglass Door ____________.___ _______ Limits of U e Installa ion Instruction, tR1 Approved for u:: in Hrl N F1 6184 11 lNST 6134. 1,pdf - - - - � r ,u App oved fo outside HVHZ: Yes Verified By: Lyndon F. Schmidt, PL. 43409 Impact Resistant Yes Created by 1,clap.ndrint Third Party: Yes Design Pressure: NLA E.ial.atienn Report. Other: See INST 61S4.1 for Design Pressure Ratings, any FL6184 Rl AE __ EVA L 6184 Irdif additional use limitations, installation instructions and Cfested by Incle pendent Third Party Yes product particulars, ----..,------- I I I I I'll . . _ I - . . � � I - - - - __ , , , 61ST2 1 b. Distinction Series Up to 3'O x 6'8 Opaque Fiberglass Single Door with Sidelite (XO or OX) The Suddite Gl-img lin,talled Utilizing the Susto Frame. J_______________ -------------- _.- - -----,---- Li.it..fU is Installation Instructions A proved for u:ee in hi N 1L,184 R1 11 INST 6184.2L.df P r r It V. if App eved fic, outside HVHZ: Yes led By: Lyndon F. Sunni P.E. 43409 I bill Re,i:t, t: Yes Cre,,ted by Independent Third Party: Yes Design Pres ure: NtA Evaluation Reports Other: Sao INST 6184.2 for Design Pressure Ratings any CL i5 1 L 6 1 It 4. 1. P I additi ' Pal use limitations, installation instructlars and _ neent Third Party: Yes , , �1.1, d,1 I nAdle pi�VA ct P redu particulars. (-'See Carl Note 3 sheet I of Drawing No FL-6184.2 regarding sidelite protect or�) -------- I- __ ......... .. ___.__ -.-,- ___ _ __ - __ ------- � _ ----------- �. -.-----..-.-.--- - ___ - - ____ - - _ 6184.3 Distinction Series Up to TO x C'S Opaque Fiberglass Single Door wlthtSidelite (XO or OX The Sidelfte Glazing Installed Utilizing he Lip S Lite 'rew'Flarn, ___ ___I ___ ___ ___________ Limits of Us. ]Installation Instructions Approved for u:: in Ill N F1.61 84 F-1 11 INST 61843, df _ _ _pP _ Approved for u outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Re.i:t..tz Yes Created by Independent Third Party: Yes Design Pre, una: N/A Evaluation Reports Other: See INST 6184.3 for Design Pressure Ratings, a ny EL 1 III.Al IVAL __q_ L 1114.1jolf _SA additi not use limitations, installation instructions and C ... Led! by ndepend ut Third Party: Yes E pred.Ct particula (4 -See General Note 3 sheet I of Dis "I ng No. F -6184.3 regarding sidelits, protection-') ___, - - F_____ - 61844 d, Distinction Series Up to TO x I'S Opaque Single Door with :iberglao,, Sidelittil Ti lite Glasing Installed Utilizing the ) Slump France __ __ Limits of Use Installation I on. A Proved for us: in HVHZ: N EL6134 R, I=t,74., 1 -2i P US Apprionfed for outside HVHZ: Yes Verified By: Lyndon I. Schmidt, P.E. 43409 I rapact Resi:tant Yes C tested by Independent Third Party: Yes Design Pines U_ fil Evaluation Report, 0 her; See INST 6184.4 for Design Pressure Ratings, any FL61S4 R1 AE EVAL6184.4. of p additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. I� 'See Garei al Note 3 sheet I of Drawing No. FL-6184.4 regarding andelite probectici � � � - 6284.5 i E. Distinction Series Up to 3,0 � 6's Opaque Fiberglass Single Doerr w th S ' dolites (OXO The Sid.fit. Glazing In,tall.d ) Utiusing the L Lip Lite Screw Frame. _____ -,------"- -_ - Limits of Use I ,Retaliation Instruction, A p=d for .:: I. HVHZ: N 1 FL61 tt�_ R I 11 INST p uj�f __ A d for u outside HVl Yes ! Verified BY: Lyndon F. Schnnudi P.E. 43409 Ipp mpact Resi:tant Yes I Created by Independent Third Party: Yes re Design Pres u : N/A I Evaluation Reports Other: See INST 6184.5 for Design Pressure Ratings, any 1 FL6184 RU AE EVAL6I84,sjbctf additional use limitations, installation instructions and I Created by Independent Third Party: Yes ! product particulars (-See General Note 3 sheet I Or : Drawing No. FL-6184.5 regarding sidelfte protection*-) i __1 6184.6 ---...--.. � f. D1111"11111 San,, 11 1. I'l . I'S Opaque Double (XX) Inswing or Catswing Fiberglass Door ____ � --------- _ ____ Limits of U is Installa ion Imstoacti ma, App oved for use in HVFI No FI-6184tRi 11 INST6184.6,pdf - Approved r use outside HVHZ: Yes Verified By: Lyndon I. Schmidt, P.E. 43409 I mpact Re' " Yes C,.t.d by Independent Third Party Yes `= - .call Pro .: N/A -1 S Evaluation R 61 4.6 for Design Pressure Ratin -, any FL6184 RI A-Ep Other: Sea INST 91 EVAL 6184.6.pdf additional use thoutati installation ron notions and Created by Independent Third Party: Yes p scoot particular,. -, 1- � _��_,�, __ � � __ __ - - __ _]-�- �-_� - �: - ------- : - ----, ------- -- - _ ----- - _ - __ - -- ----- _____________._____ ______________ 6184.7 Distinction Senes Up to 6'O x 66 Opaque Fiberglass Double Door with Ig Sidelites (OXXO) The Sidelfte Glazing Installed Utilizing the I Snap Frame �� - I 1. � I I I it, , turn fU . Installation Instructions Rev. I" hi Appr.vddd far " .: N to FL6104 RI 11 INST 6ISL,Z_.gdf , .:: App he outside HVHZ: Yes V.,ifi.d By: Lyndon I. Schmidt, PS. 43409 Impact Resistant Yes Crected by Independent Third Party: Yes Design Preasso.c.: N/A Evaluation Report. Other: See INST 6184.7 for Cl Pressure Ratings, any IL5134 RI AS EVAL 6184.7.pdf addro-ral use limitations, installation instructions and Created by Independent Third Party: Yes to roduct particulars. (--See General Note 3 sheet 1 of Drawing No. Fl regarding sidelitts protiadnor--) __ ----- �__ I----,---- I � I - � .1 . . � - - 6184,8 I. Distinction Series Lip to 6'D x 6'S Opanclue Fiberglass Double Door with Sidelftes (C;XXO) The Sidelite Glazing Installed Utilizing the Lip Lite Screw Frame. - -..--------,. � -..--..,-,I- 1- __1 __ ________ -.------ _____._ - - .,----,- - ____________..____ _..___,______________ Limits of Use Installation Instructions Approved lidur "s, in ll He FL5184 R1 ITINST 6184.8-,Pdf Apploaved to r ... iolulsid. HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Im pact Resistant: Yes Created by Independent Third Party: Yes Design piressence N/A Evaluation Reports 0 her: See INSIF 6184.8 For Design Pressure Ratings, any FL6184 RI Ae EVAL 6IP4.8_.kdf additional use limitations, installation instructions and Created by Independent Third Party� Yes product particulars. (-See General Note 3 sheet I of Drell No. FL-6184.8 regarding sdalits protection, ') _ ____ - ___ - - - - - __ - - - __ ___ - - __ - I "co'l ili-zlj -e �tfrn ,In It 11 qo,k,rhro"t.fqsrooePxkVA a4 _ too.d. -, a --- I 11'ral .--,. tProduct Approval USER ,,,,, Ji 1,01 Ic onubull -1-1 -I C �'2taoAuolll 'k Atol lal I Alled- rathe F - FLBS38-Rl Application Type Re cuor Cod. Version 2007 Application Status Approved Comments ArIh,,.d 1-1 Product Manufacturer Thourno-Tru Corporation Addr.os/Ph.n./Entall I Indus rial Drive ,18 dg.rt,n , OH 43517 (419) 298-1740 atfaSpersentStcechrologles.us Authorized Signature Steve Jesperson s.spe ... n@ttt.chRa1.ghEao., Technical Representative Address/firione/Ecrall Quality Assurance Representative Addiess/Phone/Email Category Exterior Doors Subcategory Swinging Exterior DoorAssemblies Compliance Method Eva I uation Report from a Florida Registered Architect or a Licensed Florida PruftisIonal Engineer , �� , Evaluation Report - Hardcopy Received Flo Size Engineer or Architect Name who developed Wendell W. Haney the Evaluation Report Fiends License PE-54158 qu alloy A-andis Entry National Accreditation and Management Institute Quality Assurance Contract Expiration Date 22/31/2011 Validated By L.F. Schurruct, P.E. tE Validation Checklist - Hardoopy Received Certificate of Independence FL8838 RI COT CERT OF INDEPENDENCE.pdf Referenced Standard and Year (of Standard) Standard Year Accepted Engineering Practice 2007 1 ASTM E 300 2002 ASTM E 1 300 200,i TAS 202 �994 EqIiv.I.,L. If Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/24/2003 Date Validated 07/12,'2008 Date Pending FRO Approval 07/18/2008 Date Approved -1 09/15/2008 FIL # _ _ ___ ____ - _ __ T F I Model, Number .1 Nam, ___ I Description i I - 8535.1 � �utayiimcill .tied Opaque Fiberglass Doors with and I fff!!� Mthout 5 delits, - K XO or OX, OXO, XX a, d OXXO 1 configurations upto 6'8 In mil I � Limits of U e - _ Installation Instructions i Appircol for ... I. HVHZ: Yes I FLSS-S RI 11 INST8838.1,pd ! - Approved for us. outside HIVHZ: Yes Impact Resistant: No Verified By: Wendell W. Haney, P.E. 54158 I t Created by Independent Third Party: Yes I D ign Pressure: N/A Evaluation Reports I O= See INST 8838.1 for Design Pressure Ratings, any FL5838 P1 AS EQ-ES4-00-04.. of I - I I additiona use limitations, installation instructions and FL8838 R1 AE EVAL 883 f li _d I product particulars. (Note - ASTM E1300-02 utilized for Cted by Independent Third Party: Yes I are S insich, the HVdI E I '_ ___ ___ ___ __ ___ - ___- - - -- - ---- -- --- - _- ---- --- ___� 8838.2 ��. 'F.d.rcb,,,ad'� ""'Em.rAhSter" I Ins,ving Insulated Opaque Fiberglass Doors with and I . with Lit Sidelites - (X, XO or OX, CXO, XX � and OXXC i i E, ObIgurations up to 6'8 in height) I I - I I' LIT "" be of UZ �A - Installation Instructions I , p! raved .. ' I" HVHZ: Yes out I Approved for ... ide HVHZ: Yes FL8836 RI 11 INSr 8838.2.0dif i I Verified By: Wendell W. Haney, P.E. 54158 i I Impact Resistant: No Created by Independent Third Party; Yes i Design Pressure; N/A Evaluation Reports I Othel See INST 8838.2 for Design Pressure Ratings, any 111331 RI I - AS _E�4.,dl I ackfitione use limitations, installation instructions and "Sn"S " AS EVAL 883 8,2.pd i product particulars. (Note - ASTM E1300-02 utilized for Created by Independent Third Party: Yes I areas Inside the HVHZ) -------. - I i . __ 8838.3 c. "F[barClassid" i "SmoothStar' I I On swing Insulated Opaque Fiberglass Doors with and 1 t I a with It SIdelites - IX, XO or OX, OXO, XX and OXXC I __ i co nfigurattions up to WO 1. height) I Limits of Us. - _______b Installation I..t,u.ti ... I A p,r.-Idd fil I" HVII YES P " FL883f; R1 It TFST .3,pdf P vis .u:: A fib P clutaliche HVHZ: Yes dell In i Verified BY: Wall ey, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Yes I I Design Pressure: N/A u Evaluation Reports i Other: See INST 8333.3 for Design Pressure Ratings, any FLS838 RI AS ED E84 00-04.pd I additional use limitations, installation instruction, and FLSSES RI AS EVAL 8838.3.pd i I product fortle,lars. (Note - ASTM E1300-02 utilized for i Created by Independent Third Party: Yes I area I mand. the HVHZ) 1-1 , , __ - --I ___ __ ___ - __ - __ - I - -.- - - , i i _EE�__L_EE____E 3838.4 I d. "I'llb.SCIESsild .. .. .. Smoot i rl __ __ � Inswung Insulated Opaque Fiberglass Doors with and 1 i ites � vt trout SIdel I)(, XO or OX, OXO, XX add OXXO I - - I � _1 -.I--- ___ __ - I. ffigu; ations Lip to S'0 in height) I _ 11 _ - I --.-.-- _1. - Limit. of Use - __._______ ___l Installation Instructions; i A prov:d forr in HVHZ: Yes FL8835 RI 11 INST StI38.4.pdf i uu:.e Apparent of fo outside HVHZ : Yes V.rifi d By: Wardell bay, P.E. 54158 : I mpact Resistant: No C reat:d by Independent Third Party: Yes ! Design Pressure: N/A Evaluation Repart. I I a s Other: See INST 8838.4 for Design Pressure R time , any FL8838 RI AE EQ-1784-00-04jecif _ i additional ,,a limitations, Installation instructions and FLS836 RI AS I _01AI S838.4.pd I product particulars. (Note - ASTM E1300-02 utilized for Created b,, !u&rSrdartThnc1 Party: Yes I I I area, inside the HVHZ) I i - [!i �Nle!dl _=Q_-,___;= 1- -11 11 It mum 1. ;, - � � �l- P IS�.,-,,stct�.Cl 11" CP, k -a I � ' J lea- ,,,tl,p,:o ' sIbmts,rchl : Etab � lIbblanoll , 111 13111s.1-lac , i ,sor& . " . in J*P-d,iggi l App .-I , Un c lb,r . Apirt Irl'�,,��,�,",.�ll,��,,,,,�,,''r,'��,,t,,I -,run , Appitiotti. d FL # FL12441 Application Type N .vv Code Version 2007 Application Status Approved Comment. Archived do Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 (419) 293-1740 pasperaon@tIftechoologies.us Authorized Signature Vivian Wright ridk.@rwbldg,.MSUlta.tcMn Technical Representative Atim.ac/Ph.m./lErnall Quality Assurance Representative Addn.Ph.UE/EmSuI Category Exterior Doors Subcategory Swinging Exterior D ... Assemblies Compliance Method Eva nation Report from a Florida Registered Architect or a Licensed F lorlds Professional Engineer � �, I Evaluation Report - Hardcopy Received Flo ride Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Due 1, A,,,,,,,:, In.firy National Accreditation and Management Institute A ra a C o ract Expiration Date ..��, oku R 12/S1/2011 liday S Va ted y Ryan J. King, P.E. r Validation Checklist - Literacy Received Certificate of Independence FL12441 RO COT CERTIFICATE OF INDEPENDENCE..d. Referenced Standard and Year (of Standard) Standard Year 102,1I.S.2 1997 TAS 202 1994 E uivalence of Product Standards Cq artified By Sections from the Cod. lowwwww ��.,C�—":,�cl.-M.",��,�..",-,�,�;��l"!,-"""",�l',�.1,11�,,��ll-,-�l'.""�,.- 1 111. ''"..; - - , r, mm � _t , , d m. P, - - �;_ _tt_ '' ,- _ _0 - , � � � � � � . " _u,e,,___ - - � . v_ - _r_ S. � , � ,4 0't"al �, �_ � - - I— "," L��' `�`� - - a 2�' _'P�E%1` I I _ c _ , � Nl��1211 - ,-V.`_Z&yG1. Ms�?_ . � I - " d , J Ioast,buc, � ot Toll. : Ill Sulchall ga seE, � -to ' Pubraco,s . I oC Roff � S S I P L ,I, � ,,,, : K t " :, i - . Product Approval F Laten 1, i", P-,�tZk�p��l�,,,P,�t�,Ap�l,�,�,,,h,A�pi-,�t�S�U�t'Ap it.. p- FLEt FL5i Application Type Re "C"' Cad. V.rAiPn 2007 Application Status Approved Comments Archived T, Produ t Manufacturer Clopay Building Products Company Address/Phore/Surrail 8 85 Duke Blvd. Mason OH45040 (513) �70-6062 mwesterfleld(Eclopaycom Authorized Signature Scott Hamilton shamiltonpclopay.com Technical Representative AddroBs/Phone/Ennail Quality Assurance Representative Address/Phone/Ennal Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Eva I nation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer _ Evaluation Report - Hardsopy, Received Florida Engineer or Architect Name who developed Scott Hamilton the Evaluation Report Florida License PE-63286 Quality Assurance Entity Intertal, Testing Services NA I- ETIT/Warrock Hersey Quality Assurance Contract Expiration Date 5 0 !21/2028 Validated By Gary Pfuchlor , !�. Validation Checklist - Hardcopy Received Certificate of Independence FL5675 RE COL Certification of I depern enc� G�Pfirehler.pdf FL5675 R2 CCI Statanniarl In,,cletipturderce Evali.atu Entity- _kf_ _ _ Sc1jttHamItcorI_pdfi Referenced Standard and Year (OfStandard) Standard Vear I AN51/DASMA 108 2002 ASTM E330 2002 TAS 201 1914 TAS 202 I 994 TAS 203 1 994 Equivalence of Product Standards C: ertified By Sections from the Cod. Product Approval Method Method I Option D D:tte Submitted 07/01/2009 D eVaildated 07/02/2009 Date Pending FBC Approval 07/09/2009 Date Approved 08/11/2009 I 5675.24 W5-09 PAN-21`151: 84A, 94, Steel Pan (min. 25 ga.) Single -Car (up to 9'O" wide) i �024 73 75 150 , 190, 76, 76V, 4RST, WrNDCODE-`ob W5 Garage Door 0 I I __ _______ __ 4RSF, �RST. 6RSF, 2RST, 48, 42, _ _ _ __ - - -_ - -1 - I .--- - - - -_ - I ------ ____ - � - --- ! �______L" , �", , I �_!�tlS ---- - - --------.- 1 Limits of Use Il. liallarldirm Instructions I " � i Approved for use in Ill No F1,5675 R2 IT lO2A1O-Ravl4.pdf I - - I1 Approved for use outside Hil Yes r Verified By: Mark Westerfield FIL RE 48495 1 IImpact Resistant: IN / Created by Independent Third Party: No I r i larts I Design P essar).. , 3 0 PSF/-32 PSF 1 Evaluat I .. Rep 1 Other N : All OPTIC AT glazings available for this product 11 FL5675 R2 AS CBPC 081027-Apd i ,,.at the wind load requirements of the FEC. Two types of �� Or eated by Independent John d Party: No [ Oct glazing are available: (1) Opt. Injection Molded Lc.EO :1 Frame & Glazing that DOES meet the Large Missile Impact It I & Oyer c Pressure requirements for Wind-borne Debris I I t � � Regions l or (2) Opt Frame & Glazing that DOES 1 I NOT meet the impact resistant requirement for WBDR. The 1 1 r product tol glazing DOES comply with the uni resistant I j requirement for WBDR Uref 1609.1.4 FBC). I - - I �____ ___.____,______ - - ------- 15675.25 025 W5-16 PAN-2FI53: 84A 94, Steel Pan (min. 25 ga.) Double -Car (9'2- to 16ro" ,,to.) ' 73 75,1500,19 PST, WINDCODE-f) W5 Garage Door , 76, 76V, 4 i 4RSF, 6RST, 6l 2RST, 48, 42, . � 55, 48B, 423, 55S _.__ - --- ____ --- ----- ___ Limit. of Us. Installation Instructi ... I I Approved for use in i " Z:NQ FL5675 P,2 11 1.0 Ill iApproved for use outside HVHZ: Yes Verified By: Mark 0 - eRrfi'el1dIFL RE 48495 Tested by Independent Third Party: N [ Impact Resistant: N/A d C I Design Pressure: +30 PSF,'-30 PSF Evaluation Reports � - I Other: All OPTIONAL glazings available for th Is product F,56,5 R2._AF 051027-A.Pdf _CPPC i meet the wind ].ad requirements of the FBC. Two types of Created by Independent Third Party: No I Opt. glaz ng are available: (1) Opt. Injection Molded Le m an &G z I Frame [a ing that DOES meet the Lang act e Missile Imp I & Cyclic Pressure requirements for Wind-borne Darin . E I Regions (WBOR) or (2) Opt. Frame & Glazing that DOES 1 � NOT meet the impact resistant requirement for WBDR. The t t product w/c, g1ning DOES comply with the impact resistant I requirement for WBDR Uref 1609.1.4 FBC). I ::Z:ZZZ;Z;l �_ - ! 15575.51 051 W6-09 PAN-21`153: 73, 75, Steel Pan (min. 25 ga.) Single -Car (up to TO" wide) � 84A 94, 42, 48, 42B, 48B, all WINDCODEO) W6 Garage Door with Optional Impact- i I 6RS� Resistant Ht.S I__ --------- I- __ __ ,. 11-11 ---------,-- I - _1 - __ - - I __ - - - � - - _ ........... ..... I Limits of Use Installation Instructions I Appror d for use in hi No FLS675 R2 It IOI348-A-Ra�eI2.tjdfr __ _ i I Approved far use outside HVHZ: YES Verified By: Mark Westerfield FL ME 48495 � Impact Resistant: Yet Created by Independent Third Party: No ! Design Pressure: +33 PSF/-42 PSF Evaluation Reports I Other: Solid doors (no gla2ung) or doors with optional - 11 027-A - "2 I�IY2 . 1 imp:ct-resistant glazing are impact-resistart (large misslie ,,,a = V11.StQ11_1.rd Pa 4yL:1 N d �I I In __ - I. --'-I"-'- --I-'--' - - - ---- ---1-- � -,----- 15675.52 1 052 W6-09 PAl 73, 75, Steel Pan (min. 25 go.) Smgla-Car (up to ore" wide) I SAA, 94, 42r 48, 42B, 48B, 4RST, WINDCODEO WG Garage Doc, i _ __________ ___[IRST - --------,--- ___ _____ ---.--- - --------- ___ __.._.______ - I - __ .- ----__-_---- 1 Instal ion Instructions Limits of Use, t fip use ! Approved I. HVIl No FL5675 R2 IT. 1O1348-E1-RF11�1F1,_d1 Approved for use outside HVIFIZ: Yes Verified By: M Ilk Wasterfl e c RE 48495 Impact Resistant: No Created by Independent Third Party: No Design Preas ... e: +38 PSF/-42 PSF Evaluation Reports Other: The glazing evellable for this product meets the FL5675 R2 AE C13PC 081027-A.pdf wind load requirements of the building code but DOES NOT Created by Independent Third Party: No meet the Impact resistant requirement for windborme debris regions- ______ - _.,_"____________ _=== _----------------- ---.------ -----.-----.-. ------- --..-- _____ - - - ____ 5675.53 053 W6-16 li 1 53: 73, 75, Steel Pan Hurn. 25 go.) Double -Car (9'2" to 16'2" wide) I 84A , 94, 42, 4 8 - , 42B, 48B, 4RST, WPINDCODi W6 Garage Door with Optional Impact I 6RST R.Eiatamt Lltuis - __ - . - - - .. . I . - Limits I Use Installation Instructions Approved for . is in HVHZ: N FL5675 RE 11 101539-A-Ritylo-Short.pul Approved far .:e outside HVHZ: Yet Verified By: Mark Westerfield FL RE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: i37 i PSF Evaluation Reports Other: Solid doors (no glmg) or doors with dpUqU.I FLE6715 R2 AE CBPC 090630-A.Ddf Im P:ct-raalstart glazing are Impact- resistant (large missile Created by Independent Third Party: No on I P dt)� __ ___ -I __ __ ___ - __ - - - - _____ - - - - - ___ - 114 W1 -11 PAN-11111� 11, 11 (min. 25 i Double -Car (9'2" to 16'2" wide) Steel Pan � I W6 Garage Door 84A 94, 42, 48, 42B, 48B, 4R�T, WTNOCCDF,D 6R5T __ _J _____ .---..--..-.-.-.-.-.-.-- ILimits of Use Installation Instructions - f t. x1f Approved for u:e in HVHZ: N 1-1-5675 R2 11 101539-8-RevID-Slio Up I Approved for u at outside HVHZ: Yes Verified By: Mark Westerfield FL RE 48495 1 Impact Resistant: No Created by Independent Third Party: No IDesign Pressure: 1 37 PSF/-41 PEE Evaluation Reports 1 Other: The glazing available for this product meets the FL5675 R2 AE CBPC 090630-A.pdf 1,,I,r,,,ir,-nt, of the lulling ,,I, but DOES NOT Created by Independent Third Parloy� No �wired treat the mount resistant requirement for windborne debris regions. Product Approval Method Method I Option D Date Submitted 04/17/2009 Oat: Viil,cl.old! Cl 009 Dent Pending FBC Approval 07/15i2OO9 D ate Approved cl 009 FL #_ ___ __ ____ __ ___I 12441.1 Iii Numbeir or Name - � - __ __ � __ � � __ - - � � � - - "Fiber-Classit", SmoothStal 1 ,,, c "C ESSI C'arft" or 'Cl-sCC-R r Rustic Series Description ___ - - , - _ - ___ - __ - _.- _ __ . - __ � ...... . 3'0 m 6'8 Opaque Fiberglass Single Door with Transom (0/X) - Inswing or OLItSWIng Limits of U;:r Installation Instructions are ... I. fritit ,a Appro d -7 FL'2-441-RO IT IN, _j244_I_jl Approved far use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 434D9 ImpactReat ft No Create by lm,laidard.ntThind Party: Yes Design Phrea= N ' iA Evallat.tica Report. Other: See TRIST 12441.1 for Design PreIscris Ratings, Fl 12441 RD AF EVAt 12441.1.pdf any additional use limitations, installation instructimr, and Created by Independent Third Party: Yes product particulars. � .______ ------- - -.-- :_�_____�_��________ -_ - - _ - - � --- -_ -_ - ___ --- -_ ____._ _____ -------- ----------- � I 12441.2 b. "I'llb-fifiasso", "SmoothStin,", 3 0 x 6'S Opaque Fiberglass Single Open with Sidelles and ClaSsneCraft" or 'ClaascCraft t Transom IO/CXO) - Irrawing or Ontswing Rustic" Series - .- ------- ___ _____ ------- ----------- Linnits, of Urr __ - --------------------- Installation Instructions A pproved use in HVHZ: No FL12441 po IT INST12441.22.ladf A pprove d for use outside HVHIZ: Yes Verified By; Lyndon F. Schmidt, P.E. 43409 I. pact Resistant No Created by Independent Third Party: Yes D '" Pressure: N/A Z Evaluation Reports Other: See INST 12441.2 for Design Pressure Ratings, EL12441 R1 AE EVAL 12441 2 of _ __ __________--__P_ any additional use limitations, installation MITI notions and Created by Independent Third Party: Yes prod U ct particulars. __ ... . .. ..............., ....... _. ................ ____.__ _ -,-,.- .......�.....�.....................�.....-..�..--.....�....,....�....,....�......��.....�......�......�.................�..............�......................�...........................'�......................................�......��.........�.....��......�..........�.�......�..�..............................................�......�......�.....�...............................�.......�.......�.....�.........�.......�.....�.....�.....�........�........��..............�....................�.......�........,...........,.................,...,............��..........�.....�..........�...�..�.......�....'�.....,.....� ___ ....... . ------ -.--..- -��. ...... ... '. � , 1 - _._ _.. . , ._....._ . � ......m.......... ,_....__._. ........'.......m.e.i.... - ..... - , ... -.e_ �.,.-_1__`..-.`-1 ... _ _. ... . .. �.� .. __ . .... - . . . _ , - . . , . , ...... ... . .... . _ .... . .. . ... ... . .... __. ...... . ... , �, '......... - - - . .. ". . - . ..-. .M. - - MEMO 1. � a om . .. . ... - - - ��,. .. .. . . . ., . . - ___ .� - . . . 1. � . . _.. �� home % .g. U,.a,bu .,,,p,, bcdE.,,,a 11.1 "All, , '11"ir.el "I acelf I'. � a. . a: "" . I _- 4 Product Approval Ir USER: Ill �1� 11 � , � -I � L-4i- __ � El__v I ..libali -.it - v,ol FL # _L �111 A I T'pf M "' plide"' C a ,,,a ,,do ILL, �.d p heal sIbur, I `Pr ... J ,p ,M_t� Achijed P color N ... fisi � eneral Alom III M com pary 4ddr-a,/Phrc.j9MaiI lCDL to Ircol,V P.6 � arr. I t u 7X7=6 - -527 i �97 E) 2 -2 Ext 207 ,an r arD,c,O,q a ,t,.,,,, oluflhoricscl Siti [,,an P i do, Par -o'goci Torhurice I Rop Esr,n:Sfi,,F, Ivan Pared., Addrcaa/1P.,E,1Mo'I � , Cot vI cr,,Ly Do. -arrOl oCri 7X 750DI van.pal scesoqactX.rcrn L�, ality At ... arce R,prt.d,a Cod S-bod, . AddT ess/Ph Dna.,Ern sil IC01 IV. Cir'sLy RD :arro I Ito 7X 750 6 tia� -,rqb.dk(lI,9c&k Ccum category ,v orl Sub.t.9or, -_1 C.irflhari_ Nell"I - ,I,u,, R,,,, I " ,,,, Ei Flurid,R2-J, med 11-crull 11 s rrid - de 're S", is ,--I �r"' cer "'I, C,aluatior Report Erbil RacevaI Florida Eng near or Architect Name who itaveltioad -,us Roberto Lons; the Evchristoi Refort Flo,id@ LIDSIse Ii i� cul��t' A':-M1i_C I -"v 1"i ,EE,.d,-.h,r and Menag-ot Ar,utuhia Qu a y As i re q: Ro'n t-a:t E%p rati - r Date 12/311`31 1 � YdI,dEwd By Sol Ii unch, PC I Y,uiJetu.n Crb.L[,,t lcus.py Re:Eiv,cl Certificate ofIncependence .i I.,_1 �1� ,11 (".1 i r�f 'cl, ,,f ��,_Iu , 'ri" � i ., ll _ � , 1 I I � - 1 , Parfartersad Stan Jard and Year (of Stool Stsiadand Year AAMAANDrkIA/CSA 10 _/I S. 21; 440-1i 2005 Equ,wilerso Df P, ,ducut 5tE,-d,, ds _,ernfieI ,it, Sections Tom the Cod. Product Ai Mel Method i Option 1) Data Submitted 10130/2009 Date Validated 10l Date Pending FBC Approval I 1106i2009 Date Approved 12,`0912IM19 ; 13199.3 i Series 1550/1570 Alu rum Pity (Flange) SIT' x oU" Insulated Annealed � I i or I : 1!16". Pan Mautuff,tun,,��Jn't.latkdn imatnucticirs, I . . __ ___ ____ . ...... � ..... ........... � ------ _ ... ...... � .... _______.._ .... - I I I Limit. of Us. Installation Instructions i _ I I I ," J� ;'r P ,,,-., � do -". ,� ,,j,, :I Approved for use in HVIll No r,_�, " 11 ,u _ _d" �: Approved far - outside, 14VI47: Yes : 3, � 3' �111 1%,�.� r�r,,I,, t" ,:r:�EF.p,'f Ce I i Impact Resiat. t: N,, V irfied Ei�: Luis R. Lori P.E. 61514 :: Design Pressure: +40/-40 'a Red by Independent Third Pam: frill i : Clubs , See attached drarmingEparithe Tudiallatitr, laustion Report. . i I I,` - -:� I 1 ,�c,-T ci -f! f-r! t in 11 . I I I ,.. . I � , * � strul. pir.dout ps,fb, mance. ,mits/Did and dthcr I, 1 31 , r 1��'. iki t!e. ;�3trF: I �110;11 '. - . l limits of Uile, f l: �! : - �ta " I I k ... �_v_%_,!�l I Created -by Inch, , pE,d.htThird P- � I -------- - - Yes I . __1___________ ....... __..__.._______...J �----.-------�------ I 13199.4 1 Series 190l Alu rom PVY (Fin) 60" x 60" Infulated Annealed 3116". � : z t � : Ph : � � Per Manufacture's irstallatiourn ir�tb,dsr ; I Limit. of Use I Ihsralle,tio�n It r L R.t Lustituri. ! I I Approved for . . I. HVIrl N. , 'I I31 ,� . ' L'i _ - . 'L,;4 "`J-f�r � ,','A ".�e'k�:��kl -�... . .. . . " I I ;; Ap an, d far ... outside HIVHIZ: YE, ,r e , '. FL� 31 cp R � 9 'A ri ,P� `urll; T", ! I I Impact Resistant N, V I fied Sy: Luis R. Lomas, P E. ,54514 : e : : I Design P .... ur.: ,40/-40 Created hy Independent Third Pam: YES i I Other; See attached dran,,,ings for the Pri,tallatian Evaluation Report i I I product performance lirribil and oth al, 'JI ,1 �' -,, � r , I �`tl, _; I 91 r7F elF Z -, -_- � .,Le ,I - _____ fi I �, t'u-', : - I ,n.,t,U,t, I Is of us, I If" r' - - i .1 T L " I I oil by Independent Th rd Part,: Yes Cre t J a e hilpl/uo"N. It Cri Cli Id ng.orgr�pr/g app dtl.lbspx7pararni _ .................. ...... ........... � ... - .................... �:::� ., "' �i�i��!�.,�.i�i.'.,�.--.-'.��j��;�'.�....,.,.�'., , - ; . - i . �- ... a i� ��i��i��:�i I . . .. . , i Ain . . . . , I I 4, . IN - - .. 111. , . 111 I , NN , - �, * i ..Z i - �!-!!, .... ... I I ;i::,-..i�i� go � . - ... � . .... .. ------- � ....... _ .... �.. ........ - - .. ..............................�..-�...��....- ... . - ... I.j. . � . .�-......-..�--.....-...........-�......�..�� - .---...-.-,.-...-.....-...............�.�.�..�f� �Mvf I - -.1-T-11 . - ! I�,.� I - - . . . _ - - - , ,. 1 .-I'Mil ... I I 1E1. , 1". .", ,�,cuoc ."'i s1hPurdIals. ..*"...."�*,..."..*-.",.";.*�'�*,..*'..."..,....,*-.�'.".*,..*".', M'."."., ,.*,".'.....,..'.�:..,.:.".,�*�- MMM :.�� :: .' ' � I'.' 111 1.1bleco : Flo I- I'. -"I .." : ,-r,,, /,.�.;,I'_ I Approval jf.P;�.�dtt C.Un Lu., krzN'_1111, i I ,-,-'Ili .mv: _Ix I �Axtxe E;u, , AmfiFtron carnal! FL � -1-1-412 Appi,atisin Typo Aaw Code VCrCi.D I ED, App isac on s-Buus oendirqFBC Approval 1. 11 I m or t "cl Product man Upal EanDral Alumi- -timpary fdd,`Phr,,�PMc,I 11-01 IV Cr7sLy P J, - I .,,r, too ir 75OD6 �972) 2-2-527i Ext 207 lan.re, FLE,oqa,tb.,,. Al.0horikId G,g, _UP, rbn Hoot al I'll, ,,p,.,,, I 7. 11 rucal Fail -efir,ra Ly,urn PaP.d., 11qrE-x1Ph.r,,l I 1CO1 ,, CLy RD. -arrol too, 7X 7 503D y,nLare,evoilsets.,cir, c, birty A;sj,a,,, Pbp,E,A,t�t Ivan P,,,d,-, M.E. Address/PrI Mail 1C01 vV Cri,Ptrl �,��rnrcl�trl�nn TX 7�50D r -eaL ,,, _mr Category ky od- cUb,atl Ei,glaa Hong Corupli,ri krutiod E,,lI,i,L,, Poir,ut For, a Fl,I,R2ymiPd Alutubrill .1 , LILEri,td - Ind., FrPh,asolsl Engineer 7�alhiat Report Pmrdotp,I R Flo -ide Eng ne8r or Architert Name who d-valoped Tuio Roberto Loma; -lustoi Report the Ev- F10-ide _- 'E-e25 i4 �u,ality Ais-lual-ce Er,uty 'J�atillal A"' ted'Illtou 2, N's' au.1.1t PrItItutts. I ,uslity A3ar:o COOT act Ere ,ti,o Debts -/tII2II' I - , V.1,dotod C y :id,ol, P1 Lj,i,h, PC V ,I,d.t,e,, C1 li,t I I arecopy Pass,ed Caftfi,one .fIndalsoodcocer �__'- II 2 ii I .- 1 t 1 1 ', I C,- preference I Oten d.rd an d Yes, (of Standard) Standard year AANIAANDr,,I4/CSA IO_/I S �/,440 2nO5 Eq ... aleir- of P, ,dust Flail uertified 3y Sections _ the, Code P ,,i,-t All .1 ,1 M,f,P,l NI'l-l"d I -1 b., P 1 - Crdi.- �,,b iLL 02/17j-4)l A Der- Ve'de-gd Oi I FMIT, Pond -j P( Apr, ,-I � Oi I ;: FL A :Mod.], chrinta.ruclathurn. ; -_ : ti 112 - it i5srl,'1571 EESICTIER -IT ; : : : i . __ : : Linnits, of U.. : ! Approl It for use in HVI Mo ; "In : pumved far use .rotaid. "VH7: , 1: Impact Reels rl Ho :: Design Prassurcu 0, I Oth r: i -0 INST-1 �ILNJ TIJSTRIJ�Tt-)PJ� FC:R :: SIZES AND PI�-11'13S _ _ � : :__., ..... __._____.� .. ....... � ..... _..___.___..._ ... � : ; iSSQ,�157D PECT,sP,IGl_ll_cn �F ; 144i2 2 : : : : � :_ ........ . � ! � � ...... .... - - - I : Limit. of Us. : � Aid ounni for ... 1, FI IL, : pincon. , ... :: APP d far outside HVHZ; 'co ; Ilmpl R..iadLrmt: i :: Design P .... I— N,11, : ' - 1, : Oth In Iti-1,11 0 IN,r AIL_� IJN IND, 1 Ii P=yu-, PC-' I ST7_1 ANC PA-HT:PS . Description _55O"ff7rD DE� 3NFP SH �Ll-11111J\1W H�01, I IT-lill 1111',ICT Retaliation ln.t,.cti ... I . I � ,�� :. u P� � r I 1 rci I ,11 '_� f __ ,/=, I I, , 1 3, 1 ... � polb"Ir, I .T'E. l . 4 Created by indepa-de-t P, r- P--r--, : Y Evaluation Reports , '. �!; , ,r�! -,� 117- '. . , 1 1 I, I: ,- Crested bv ndepe-de-t Th � ,� torl . ...... _ .. ......... __.._____,.__________,_ I 550/i RECTAN(El-li '-;IT A-1-10 i wlkioo,le 1401li . - - � � .......... - .... . . I In.b.1hatiourt 11111i ... o_,1 t It z 1 217._,:: - �.. 1. v:rified Sv� Lot- R.LeCt. i 67 7 4 Cit,on"l hy -"All t P, I - P�l -, l", Evahual Report, . " ,� � !_, " -11 . ,_ . . - ; r%, 1111i hy��iodepb-dtlro I - I, -i, Y . _ _ ... .. ____ ................. . � .... __ - ___ """ ....-- -.....�.............-...�....-.�........�......�.�.. . .... . . ......... ..... I .. . ..... . . .. .. ...... 1 ... .. ... . - ** ...... - - -, * . ... .. -, - , I-- ,""""', . ...... ........ ... . ..... . . - - .. - - - ..�................�.........��.�.I I ............ ... I .... ....... _ "'' - - - .. ......... .-I.I..."........'...... - - ......... I I 111 ''* - - - __ - '"""""" _ .. - '.. ... � - � ___-._..__, ..... .._....__.. - - ____ _-_-__---_-__-.___-1-1 --------. -.----....I..--.-.... __.._______.._.. , ........... -_ - __ _ _______,_, .. .... __ 21. 11. __ - -------- - 1111 I ....... _ __ - �-.-.-- , , * .-_...... I - — 11'....., d - "', I ..=', ........, ___.. � ...... . . .'... ._..,__._. �.� - � . .... . . .... ........ .. __ ... .. _. . .. ....... .. _ ....... .... .... .. ___ ___ --- _ . .. ... .... .. .................�...,... . . . . .............. .. .. - _ - - � � .... . ...... � ........ - -............................................................. � - - - - . . ... ........,....�.,.... ............... ____ I ..____. ." ______ ...," _____ ___ ..... . . � � _. . . , ..........,.".... ....... "...... �. . I �.. I .. � � ., .--o-.-.,,.-. � - _._ - .--- - , . .. ... . .........,..... , . ... .. ... - - . .. ..... x- 11 .. ,or, 1. E to u �., g"'rito , Ilt no,i . 11 I ,:.�,._ e�l . ::'.. 1.111. : 111, Itull, � 1-ruken.11 .... .. .. .... . _. . . I - . . .. - . . - , .. ....', . . 11 I "I III sit. ii ..... - . .. . - . . � , � . . ., . . . - . ,. , . . . . . . . .. ... . ... . . . � ... .... .... � � , .. . Irk, I 1 " `*J Product Approval _'.. �� ...,.. ., ._ ulaill ,.No U .J I ,_ I _L�1o_,,1u-U I -,I, 1-1 - - I -IC, �� - r Astilicill -.it FT st - 12274 A ,111atill. Typo P ul,w CD . V mn d , O' C spiphs.61i, 5-ours opp,.,.j c, , n _t, Arch— I Frodo I manufai � ri A [LIM Min orrin rally 6dd,c/Ph ... �Emad Icol w cl-EaLyi �,. I I— TX 75036 - 2-527 i Ext 207 �972) 2- van parnice,olqatIcecrin t, th."Ead _11g, at". [van Rated., ,,,,, Par -do(Tyall Technical PeFrescomiye [,an P.,.d.,, Add ... s,oPhd,,:tl y R 1COl CrTal,_ ,W� Z erro to R X ,5ODb var.pbrares0qarl scm Cualhi ra,-, Poor .... t�ti Too G,,,bo,k Address,fPhonelEnt ICO1 `rr ClLy RD : arrol i TX 750I6 tad.,trobbd,09�1,.Ilem Cor.c.,,, - xterior Doors S,,l,bbtcgn,./ FI dMy Eb-arror D .sIarnbli., curip Mi-i �d,6n-Ln_c,Ml j, Hllmij Cortifil Aq.rr,, -rican Arzhiteebui-ol Menufactirer, Association wal'l By Ste,an M. U dr, RE Validation C ... i - HE, py PE-c"Id Refierencad �i,-sndard and rl roftbtandard) Stirandatfid Yeter -/,4+0 CE A AirlA/V;DMI/CSA 10-/].0 Z 2005 Equiltl Car IfPt,d.ct 3t,mlard, cialrblied ;r, Product Spi m9fifficol YEth.J I Tipticurt A D,tE Sub,,tted 3_2/04,12IC9 Date Validated 03.10412009 De te Pi, 'll i Approval 03dC,912009 Data Ap p .,sit 04,,07,i2009 � I � - � 4 � - ....... I— .... 11 ................... � i -1-1--.1 1 4 - . ....... � ... ........ � ........ � .......... � 1 � � � � - - .. � ..... - . - .... � ....... � .......... 1 FIL # :: Model, Number or Name Description i 12274.1 :: Series 420 Ali-reirourn SGD XX and XO (Pinflosill 96" . 80" Single Glass I : : and JusmortaLl Leropured. Par Mannualbrull's installation 1 : : � . . ..................... .... I ....... � � tPacti.., - - - - -- i Limits of Use Certification Agency Certificate I I Approved for u;. I. HVIHZ No � � - - -� - '- " i f ,-7 r od c I ' ,� _: - __ � --. .� r - C _�L__� �_��,� -, � ,,,, ;,P , Approved 11, I e *11,11, LIVLIZ: Yes Quality Assurance Contract E,irprictup. Date I Impact Resistant; No � 05i'30/Z012 P ... or" O/_4 Installation I.Stobotharl I �"'n'" � Oth S_ b'1..Ek`d,a,,09, far the installation, - " - ,t � , , ,'4 tt.� I � 1 �; ;f ."i, ,.; - '- .r1c, [;o I product eal ml luniii and udder Veirfled by Lol R. Lont qZSI4 I � �i,alonrnrticns, mra, of Use created be Irdipar, dial rd Pam vol Eva alartion Reports I t Crelaqued by Independent Third Pat tv: I - : ____ 12Z71.Z ; Set I., 420 � Aluminum SGD XX and XO fFin) pal . oul Single Glass I : I : -lanufachuist's installation and Insulated Tempered. Per I t i : : I natruction,, I _ -L ...... � 1 Limits of Use - � I - � � . i Cahill to. Agency Certificate i 'w t App,- d let "so in Hill "I 7 _,'I� Sx,ils ` �_ t FL=71 11-1 - li�. , i� t", 1, 1�r! ,!- ,,,-. , _�: . i � Ap in-ed for - outside bill Yes " Quality ji.anurade. Contract E.pir.ti.. Debt, ! Impact Resistant: No 05/30 Z012 / Design Pressure; 44n/-40 Installation Instructions I I see attachad drawings fier the filliral -1 � .'274 oto O- L.2- .E; oiT.,_-,P. r- lown-,cn' L . - - 1 � ,Other: � rstructions, product performance, lial and other Verified Ey:,L,is R. Lomas, P.E. 62514 : I linfit, of nar, Created by milartarldabot Third PIty: ye, Ere. ..-I.. Reports I L_ - Cral.ared by Independent Third Partv; i - I - I Set es 430 1 12274.5 ___ Aluminum SGD XXY (Firril 143" , SO", sidg�. Gla : : 11.zed TaCpal Re, M.derlatrura,'s mi s, ,Ion i � : : , - i Limit. of Us. instructions. I � , __ - - - I Certification Ag7ncy Certificate I I I Approved for use in H`i No FLI22-1 , � ,, � , S. , R pi- Cl� S, -3,, ,�sl� �14� �, - - - I Approved for usne outside Hl Yes _ L-1- 1 - - -_ - - - ______ ------- .-t1--L Resistant: P1. i i ! : 1 Quality A— Parroe CcurtI E.Phadhor, Data 3 I D llul Pr .... re: -4Dr'-4'1 1 CI�Cl I i i I Other: ottochod di w- th- mrsta ob., !I Imat�lliaticnn Instructions; : � , 111:t P-1 I - ME, _, [, 'it-,TF '-do.-heir i I It' t .11, M : I , , ,.'..- , .-Il 1 ..'.r t, '.."". �� ii 'n" i I _ .__� � ___ P - � � I int to ,f Lite. 1 1n fi ad � , �B-c � Lldl P E i5-Hck i I I 1 Lr,ctcd bit find,prtodent I tr Iah ty: ','es � � i It EIm.H : .a Rep. - ! � ... ...... ____ __ _____ I 1 Crwt-d bI ludep-rd,rUt Third Dan t,: � - _____ 1 , I - I- _____ ____ ____ ______ 1��,40 .111,14.1 I - --------- -------------------- - - ______ ____ - I Aiu FGr.XyI' -ink� I4_r'.9r,'1-l1,qII(F-d � � TE-r.z. Flo M-,cf-cour-r-'s instal -tl0F I - I Insulated n3trLcbrn2. i Limit. or Us. Certification Agency Certificate i i Ap , onad for use in "VHZ; Pro P 1 - � s, I: " I,.�_, ! _ , ' �, ,, � �..,�� ,� - - - - - __ '_ I Z_ _ __ - _. _. , I i - I ApprU.sal frou-n-,iontal HVIrEll 'I, I . I 'rrI .,:' 1 Impact Roldtimit Nor Quality Assurance Contract Expiratiftin Date � Deal Proalibirture; -4.)/-4-J C7 2C12 �Oi i t Dth,r: _� �, srt,dhed dr E,, V, I, U,E mist, ,L,,,, I ji litalatica. 3..br..ti.n. i t instri-ar, s, P--t p:r-_,rPMr, limil,DT cu-jothcr ; on � , ,� l ,� 71 ::'.'- F: ��:�� l-- � ", I- l", .1 ' - - -_ ' r - I Um to ,f I- , fu s Frr-, P E. 61� 14 t,,,nfilk.l' , -, I I Ci,zd ,, h,,,�,l Third -,,ty. Y � : . Evaluate. Report. I t �:!-tff i hrd,t,-,da,t Third sarty I . e M.q)�/1,A-w,N.�oridabididrig.or2�lpy/pr al clill.aspr.pararr"Il ,i.jj��:� , .,gv, .,� �. , "i �ili�:i t, ,1� .... .. , * , , . A � If mi �� N.>l ... . .. I .. ff 411 I �� ff ii I , 111.1 � I .__ �.� �cXXAM� L. � "'Lir. UoIl,"'outoo, thl"i � s,b �� . � � � 11 I la- � ILdu ,a, 1hurn III "I Mui, L 1 0 ProductAppriarvid LISER: wl P . !!�,`,�.�Q,,.,,,I trin, 1 P,A-;�sc;Iruo_ c- _,h � Pc:tl,:_,, FIT at , ,.I" I'll castrail =L12939 Appli,artiou Typ, Now , .do Va, ,ion � 'co-, Aippldco S�EILJ3 dppPrvRJ concr,l Ar,h,,.d Prol bracurfactirDr n8nsrai AIUMIILC Company ,dd .... /Pr- I 1COIIW,,LyPJ, Ear I t , TX 7 SO D6 2. �97 2- - Ect 207 ) '2-527i van.ps, -L0TiLtr.c,M Auihor,,,d G,9ib-,re I-o P red., ,In - psim"'Qg"t "', Te,hn[es[ Repassin alive I— PAr.d., .ddroo,/Ph ,,E,C Mau I 1CO1 IV _Ly RD. -arrol Ron 7X -5UDb 'p.rqc.0qscttccm Coal ity A7 or,, R,pr,,,,tct,,, Tod sorobal Address/Ph nre,Efflad ICO1 vV.,(BCdLy RD ��, I, TX 7 505 G Trutt, t.,,1 . ,bacTC.g�.o.,so, caleg.iry vy, ri 'cb-tl ldnn.l ,I"., Curipiarr.e M,iI,,d - 11 F[.,,dsREy,, .led ,id,it.0 or a L ...... Ed - " u I,ga I rIi`d'1LiFo,'�'t`= E , I,— I C,El.ct,., R,pmrl lard.p, Plecte,val, It crisis, Eng neer or Arch I ent N time who dsvEl:ped _uis Roberto LIM— fit is EvArabou Report Flo ida Tioarle 1E-lf25i`t u;,ality ��a,rarcd Eoutv M,tM iy,Er,,ti,P ardr,lanayiarl ur,,tbune Qlht� Ar,res C.nI,t E, p rati,ri Date I-2/31/2DI I ValidItil By Dt M. J-inh, PC . �alhded C,-I h,t I I .r,-py Call Certificate oflindependence - __,� , �,- Y0 -ll _�,� -_,,2 !----- ___ - Pef,rensed rdtal one, YbE, Let Fton �Erd) Standard lrl.r ,ANA/V1DMA/CSA 10 _/LS.' ,/4440-CS 2095 Ed i,ala,-,S of Pl ,d-,ct St.irl I, ,-.,tif,.d 3V - Sections rom the Code - -,, ol,p,,,,,l Po,1h ,d 11, -- 'd I npi- -, F) F=t, -,burnitt'd -) ;rri )rfu D. I, Vol, -.I'd D"!i -/2IOD Dole Der dirl F-C ,�p_-rcvsl D, ;L,1/2)09 toAPP lu"II12301) FL 0 i Mad 1, Number or Name ... : I ... r. - � D ... ription - - __ - . :[2%� t I �,,, 2POU Aluminum Hl �Fim: 04' � 60" rs-lat5d 4,l D'.,B Fe- : : __ - ____ M,Ll '� L,il,U , od, I— ------------------- .__ _______ ____ ___ ___ __ ______ ______ - __ Limit. of US. ImEtallardeart Ins,trUnctichns A pr er If for ... i. Ill Pl. p a a ; . : !L_��_, �, -i ; � : - __LJ A,,r..Id far U_ caubsid. HIVIll ,-, 1c,r'Fed F ,, P ,, R L.ri.l P � 62�'14 ].pact Resistant: do Circe :o d --v Tince-encer-Th r- Psi _/� 'ts - Design Pressure: 40V ot) Eyealtnorthan Report, i am." 5 ,ittachl, &,"i fi, +, 11,ti'o It 1 , _ ,� �_ _� '� -111, - I i _�_, -1 - - ;. - I, - - - .;j". _", on - 'Ps, pJ,Potpa,rfo-nnEi Inn to,DP omer Pr- .- Use. Crez-_Sd ivInCEnca-_Th lr�Psr-_/ '-o _,_ -Ill" - o "' 1G["`oS"xso�"dwraAI !��M I�` �Cki 1"i _,_` s_"."_"c_ I'll-, "" "i ,11 , uZ � IC77.1"' 1 -.__.171`._I I --- 1, -. , , - I- _____ - _ -Im- � nait" `T_11, I 1.7 I ,� it, .- ,k, i La Ir.i- ,�_ure,:__!a __," M! - ,_t__._,..v -'ri _ w_ws- il ---- --- ____ - __m,-,-- -��;�ill�,�"..��1-1--�---�--44---�, 1;w wxow��r,r-:,mrr, , _.-C 't ____ E .., E_,___ EI, _ - I . , -;!s3 - �I P , --I'S 11 '1 I— I It- 1.11C-1l, n' C I.7 c' Zoll 11 I , . ro, , , M __ - r . 33 IM �� - - . . I __ � ,. � . - ,� � � 0 �E Ppoo-I A Id I ,- i, `uu.t IZE , 1 It � in I = *= - ,i i Ili I 1EE :, �l, -_ � L u'- - 11- .�, �__-',La,dkE1i..MEc.lI 1- . ,_ _ I ___ __ - ___ - I l - "'" - - I IF` - - --!I S FL t F 5202-Ri I � I `_ 11 IV 2'�t-�_'isl "n ,,�] '.1.1a APR 11=aa ",I, on 'A �, code , I., - Application Star,, APPPw.d I, comments - - I - " Arc wdl I� .I�tl E . _63,ulit. . LI � , P .d.bt Manufacturer A,xur Garage D,,,, Add .... kPfivr,,'E,I 165 Ciags Court W tradr-S1111, No 27105 (3136) 251-13so danny.joymil ,remarr.othin Arith,1111d Signaull, Darny 3.Yrue, d ... y.J,y,cr@,mMr.bb, Tal R.poaa.rtl Dably J,yne, Add,.aa/Ph.r1EI 165 Cirorag, Court W ,sion-Sliann, NO 27105 (,,c) t, '-MS dj.yubP@an,,n.,r.c.m Q.11ty Abac ... to Repocail Add,as,1h,r,T-T Category Exten, Door, S,b,,t,g,ry Sectionol E,teri,, D,rr A,,,,blio, Cornpilare. Method Ell,luli Pull fir.. . Florida Rid,.elsml Amhbad I, a Usial ']or, a odfickattral l,gl,bcr � " -I-- R,poit - d1opy li Rtuds Engine,, or A,,hood N ,no d ... op,d Th,m,, I. Shord,odire In . E,,,l Ski F ,,rd. uMarall Its-c.",alle Entity 1,,:�itt, lari',,� otill Ill S.t,,.s NA Ibc Qu I , A, Con trad, C.pralion Cale ... : 0 1/01, 2199 VvI,i By Steven M. undo PE r � V,,11 dati., Chel - Ha,d,tpy Psl,awled coft,ficate,fitdopondenc, - II-13.21 , :C! Tl1u,,l�,o;du,1t. ,FYnd,j,,id1n-,, - -_ 7 2' 2c,l RefePe,ced Standard and Y (of Standool Standard - ANSUDASMA 1CS .... ASTH E 330 200� Eq wilano, of Pood Standard% Ceftli By Scm.no Bcun Mc, Cloo Pr,d,dApp,o,al Method Method I Ortir, D Ze S,b,m,ttcd 12/�1,1/1.1�1: Ded, V dat.d . , � D Re Ing ABC Approval a, /1111111 in Data App,c,,d .1/clices, I I— ____ -1 -------------- - - I I 53"k.', ti-i'll. ,d ( .0) and hil "I-,---.-- D, - - - - _____ - - - - D.9. flre-6.09-i Ihru 9 w,dI. ,Is, � o� - ___ __ - - --- --I-- I Linti. of Use - -------- juntithall, I,. Initto.oll ... i An— d fbr . I in Uvnz: No I LIIL�l "I _r �_�u',' lon-I b "if l A,P,a:d r .:. ..taid. HVHZ: Yes V-rlfied By TOM SHELIMERIDINE nO48579 i Im Pact Real tante N, Created by Independent Third Party Yes � ,R. I la . foaaltunro; ,2, 7,-n,6 EJx. Ill rt. I Ot r:Dl Nbacc26.71-31.5, N.tforineir HVHZ. Fl__�3u2 n , X � �1 T, II,r� i n � �, - - - 1 Gllal option ,hall net be L,Pd in wind tkuns debris FLI3.1-- . " r3o, T .dc-co6T-1B0-Ia,df _ - - - ,-.-,-. .- - - .. - - .- . - ., ,- �- .. I Logo, culiI, ,torcl 1, d.ignad as partlWly ... d,ad c, Cril by Into, p - d .rI Th I d 1. It y I I E I door to s rinlactruirot door. 15ac- i I St 'andrd (MODD) and Parbil M95d) 9 Ia loo-15r 1G'Th,, 16',id, --- - -------- _ � ------ ______.__ - I Limits If Use _ ,__________________, -_ , -_ -- -_ In toalhatil,in Ithatoucti ... Ap es d for u:: in V No i ill 11 I'lP �, 1 h,,c,,t__-P _,k ApP=:d for . oubdi HVHZ; Y., V.rifi.d By: TONI SHELIMERDINE 0048579 - 1D1e`i1g1=:`1Rt:111111,V � Ire.t.d by nr=pdrlT.7Tl I!7y 7� 11, � Ew,huetiol Report, Other; D.i9. P, ,25.6/-29.1. nor firs, Tes in .v.Z. I PU3,I2 III 1E ASCf � )I _-� Cl ,slaoP,g .pit- ah.11 not be .o.d in .ird Ii.ince debris I FLI� .I Al �TUD 53`� _T I l."O - -,-,---,- -_ `2 _.lC_t.t - _I.SriIdT ,nie,,,tr,d,r, I,,,,!,,,, ,,,,,t,,11,,",,I,E,I, 1 Corel by I,d,,yb,dd,,t Third Psrty Yb� I,,,,,, do,,,, a Poladarrent doc, - -_ - � I` - - - - - __ __ - , _____ - , - __ __`_ - ," 14 i"151- ` M- R I ", I , , � _ _`&c�1"ywdEVs`Ay`xi thll ", - , ` Irr.". � to F ��Aa 1 71 ,� ,� , ,� ,- - , , ', , D ,, ��! � ... ��,!��,'��-","�-,.'-�i!P!�ll-'e,�,�,�'I'� !e,," �',-., � , ,. � � , 4A , �, I . , 1, G',1 Y, _ , IN I. 1cri 11019"Cnin , - - , , I siiE , , I - - Cl G . I I " I ,- � 1v;s.0 I . . L .. ". 1, I I ,`, ", Ai ,,, , 1, A , , . ,. _kK ll . , � Em , IN_ 1, �a gialiv .4"'.1k _;,Ilr-�J Irt ii I LIE'll, ... L I - -- � ,s It— , p - 11 - � Sy, __--___, , ws-I cr, ,--'--��-�,.t,�,,��T'Iz�"ir.:�, !�,Er LlEv _ � .... , �G' I 11 . - .. - i ax -z,,,ar- `�� ' 1:4 1,1, � ri I ... 1 Pr1`1111 I ,,, �., I I I.I% �t I,, l,. �,� , , ,--- I - . � - � 11 11 '. 3 � I A 'It", , - a L "B"'. , I 11-I ( not A_ -I I ... r siI 11 , - I- I- J1 , �::,. 114s, I. I I ,-.- I * :� 11 - P, I , -A- E ',L�I te �_'� _." I - - il I Ass,E Ill �11 - .- ,�z" - - I IN FL5427-R2 I 1_4 1 1 � I L,'�" _"",�p ; _� b �irl AC,I c'e., T,pc Re,sub , `� � p I 11 I ", - R No 2 07 , _-, _ __ ,_ '. """ " _1 - " " , _ I "I - A 11.1 BlatIs App,.vad �ll`,_ le". - - - J In _`_ c1l"Its _11 - .1mas - AlIrt,wd .- ___ � ,, " � Prod, t M ... hadue, Amar, G,rage Nors rt Addrablitith ... /Dural JP65 Crnrl,tg. Con wurct,n-saill PIC 2710S (x1o) 211-11IS d,,nyj,ynEnDEnua,r.LLm Authorized Signature nanny J.yme dbnryj.yP.,@aMorr.,wu, Tel I ....... t.tl,. Oil lity.., Adds,a.;Ptorc'Eml 165 Carrog. court W,n,t,,,-S,I,,, MC 271ii (336) 251-1309 q.,,.,@,,nmP,r Q,,aluy Asourance Rarproaartativ, ratify I.Y.a, Addruro,lil Ann ... Ganag i I a a court I, , nPi, Ins,ttu-sal.o, NC 27105 dj.y,.r@YMLr,.,vr, Category E who, i S,b,,t,g,,y Sa,ti ... I E,t,r,,r D ... A,,,,bl,,, CdMpl,a.cs H.thod FE1 ratio, RnpdTfMn , PI.Pdri Ril ... it Al,hite,t or a Jobnead I no, F,,foc,mro F grnsa, M, i..n., Rep on Plilodi Received Flo,ko, E,,uail ,ii, A,'hii i ,,no ds,Elo,ed Therta, L. Shel,na,dinii the E,,I,,tib, Report Lot As ,brinsa PE-0048579 I in I.taftdk TI,t,b9 NA In, `Il,:�'11 'ZLIP,_ C'."o, Lt E.p,,Pti.n D,to 01.011,2099 V'�o hi tud By stomor M. unot, PE _ t V�lid�t,�nCh.�kli�t-H�rd.pyR.��,��d carnfitall. .fMd.pE,d, r 1 lu?7 R? I701 -o ;I �!I.l il,,� : I �tlt It lr� PPInIdl, � �� 7 1.1 101, ,dl i ...... d �til and YE,r (of Standard) stonnalial y.., 711 rule 2C. Eq,,v,l,,,, of Pr,d,,t Standard, cauchad B, -� ----------,- ------------------,-,�----",--"---",-�,- � ..... � ; .'s 11.E,La tou. and 2C.. PI S ,,it. claaaL. lose art � ... MSee, 1(yo, I -,,.:III-, ; I 'do, I r1c _____ _____________________ _ --- ________,_, __ I—- ,--..,---I --- ____ � I 50mit, f it 1, intlil Itistructi ... I A p .,ad for ... I. h N, in 1117 no Tr T111- � z, r 1P_1 -1 FA S"lo'! �, r,,,,J� I I Appprolwad far ... liml HVHZ: Y- Vern,ad By: Tho-a I Sholmordire 'I PE40048579 ; I Inri Ill to- No oral by lrdap.nda,t Third Party Y" � I Dial Fin .... ol ,26.7,3:I.6 1w. u.d.. Raport. � , r I. , -7 Is ' ; fl,' � othar: Not for .. In HVHZ. Glasing net owitablam IL _ I _ AE A�Cl: I ,,I ,,t r � I ' l_ ' T 1 FIC62 � Tl,irn Pont; 5eo'cui,e ___ -,-- - - . - � � Link - I HVTZ 32' Tall 5a,ti ... HAX FLSAI�R2 AE _ lRc-53 _ 39-175 E,.l � .: t �'f � � ' Crvatad by Ddlerel Third Pon, t,,��'� I— ! I I ___ ___ __ - __ T', __ ___ - ____ --------- __ ___ --------- __ ______ 5417.1 iC I so .!do Clao,ica 1000 and 20001,1500, 500i : 'Ices I 1000 and 2000 M500 00, IRC-5316-130-24 ----- ------- ------ - -------------- --- I— __ __ - __._____ ____ - - - -, - I Limit. If Lsa I...U. I.. I.."l ... Ap I fil I, HVHl No F1'r,21. R.2 IT "IM11_161 113r�l u �,s P , _ I - . - .dLC,__,,,rV Appr. el I olutaid,l, HVHZ: Y11 Verfidd By� F L 51,,I,,e,dl,e FIL PE D045579 InnPict Ibill'i'l No crated by Ind.randent Third Party Yeb . basis Pressucte ,25.6,-29.t Evaluation R,p,rt, . Othian, Not for Laa, R HVHZ. Wiling not avallifill 1, ILSQ7 k�� 11IL-Isc, T7-oa -f��.-,LL,rc! MVH1 `1aIISa,Eob,mAx hr_'4271� ,I 'hi ", IoJl�l 5cDO-_ 1L00_'CC1.oJl all (1) � 0 _= Ln — M (2) 4__J -= '��, 0 _= 4--at U = C) " a) " =_ = _0 0 C) = - 0 " M -0 a_ . .= 5) 4--at U 0 lail Val (a) 4-0 = C) = -= CIO U - M ` - (n 5 - . 2 .= c " rl = -2 C.) 3: = = 0 . - L1_ - M 10 M M la� C) M > V) . _= E=- p (n . 0 (n " C C) .1_.J M " ra) E �- M n 'A'- . E- all C/l Call < 0! I W MJ 4 Z Z M N � M (3) = 0 -l"'I"'i M U 4-sill W (00) (3) C__ I < (/) M > Q) 0 " -1-iiiiiiiiiiiiii'd m (/) ("l -) ( < 4__J U a) = _0 3: C " 0- a) V) UM ran I I ,I :E < 71 Z < I Q_ SHEET NO. PA 1 . I \ - . - I - - - - - I ___ - __ __ - - ____ - - - I - - I �---Ry I . I ' �1;1;1 i I I T I tl� TI , I 11 fiL ;I Ill is l L L� I Y I'll FET- _. .1 - -1 - - __ I . I - __ I I I I I - I I __ - I I I _ . "A ............. . .............. - ............... KII H-, �gy, UP,9,� ......... H.1 TL 6 ob,t h.rg� Star, & Fa,t� P�bli. Fit, Bt�ff St, p Product Approval USER: P"bh, J Applisatisi, ri FL # FL8Q0S-R1 Aipph,abcan Type Revision Cadi, Version 2007, Application Fret- App, vs,ol C on, rn an t, n, hved PrLduct Manufacturer General Alurriourn Cornpary Addi./Phc,./E,,,ail 1001 w. cir-by Rd. Carrialt. ri TX 75006 (972) 24R-5271 El.t 207 u pa-d-ogaIx conr, Authorized Signature Luis Lonow rilomas@lrloraspe.com T.&rical Representative Ivan Peron., Addr.s,/Phone/En,al 1001 V) C-lby RD ,- rrollton, TX 7500b ,an.p.,pds,*q.ctm Quality Assurance Representative Ivan Paredes, M.E Addrpss/Phuri 1001 w. Crosby Rd. Carrollton, TX 7500 .au,pa,,d.yCgactx rn Cat.g.ry 10hri subcateg,r C rin El i once Math Dd Evaluation Report rom a Florida Registered Architect or a Lice-ed Fonds Professional Engineer Evaluation Report - Hardoopy Received Florida Engineer or Architect Narre who developed LUIS R LOMAS the E-loot-, Report Florida License PE-62514 Quality As,.r.n,- Entity National 6cered,tation � Management Institute, Quality Assurance Contract E�purafion Date 12/31/2011 14id.ted By S t.... M. Uri,--h, RE Checklist -1-sidespy Received Certificate ofirdeppindence Referenced Standard and Year (or'Standard) EqUival-ce, of Product Standards Certified By Sa.terrs firrsno the Code 1609 1 714.5 9B-7..D7Q E �,P K IS In- Lg m Use- R�gcu.t H.tT.,-- S,bott 5-� SIP� R,Sts P.bI �ts FK Sti MIS Slt� 11�p Lorks 0 Product Approval USER; Pus, J �k-L-Appli�ti-t.il FL A FL5444-R2 Application Type Revision Code Version 2007 Application Status Approved Comments Archived 79 Product Manufacturer Certall Corporation- Roofl n g Address/Phore/Email RD Box 1100 1400 Union Meeting Rd Blue Bell, PA 19422 (215) 274-2350 richard.a,snyderpFaint-gobain.com Authorized Signature Richard Snyder richard.a.snyder@saint-gobain.com Technical Representative R. Allan Snyder Address/Phone/Emall PO Box 1100 1400 Union Meeting Road B PA 19422 A�luaen.BReISI'nydergsaint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nierninen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Underwriters Laboratories Inc, Quality Assurance Contract Expiration Date 10/01/2010 Validated By John W. Knezevich, PE cf Validation Checklist - Hardcopy Received Certificate of Independence FL5444 R2 COI InnityFRO Certificarton ofIndependence.l)d Referenced Sta hoard and Year (of Standard) Standard y1or ASTM D3161, Class F 2003 ASTM D3462 2004 ASTM D7158, Class H 2005 Equivalence of Product Standards Ce tified By Sections from the Code Product Approval Method Method Z Option 9 Product Approval Method Method 1 Option D Date Submitted 01/0912ocre, Date Submitted 07/27/2009 [)ate Validated ni/oal2oog Date Validated 08,113/2009 UatiI, P,,dihg FBC Appro-I nl/1512criq Date Pending FBC Aotpro� a! 08/31/2009 Ei Apir-ed Date Approved 10/13/2009 riummary of Pr.durtL I ............. .......... ............. - �3905,5 44 5; 5347 AND 5547 VERTICAL 1445, 5347 AND 5547 VERTICAL MULLION Li it. of Us. Installation Imitructions, Approv d for use in i No 1; -3 P 1 � I -,� n� JC App r.ved for use outside HVHZ: Yes Verified By: LUIS R. LOMAS 62514 ,.Pact R N/A Created by Indr,ipend-t Third Party: Y Design PresStu`rnt::NjA Evaluation Reports R Other: EFER To EVALUATION REPORT AND "'L INSTALLATION INSTRUCTIONS FOR DESIGN PRESSURE Created by Independent Third Party Yes RATING, e bftp://www.floridabLildiikp.org,pr/pr app_d1.asp%?paaw1IfWGE1 . ................. I I . .. . ........... ...... ............ - .................... ............ . ............. ........ . ......... ...... . . . . . ........ ..... .......................... .. gq 1cr, ti Jo J Rt, lic,p- :,b s.'sh. 11 Is-, P.bg stff Bca-m.p 1�k, I. -I, Product Appriov, 1 USER P�bli, FL FL12-968 Application Type N., code 2007 Appl-ti- S�,hus Approved I'mr-ts ArQ-d P, d,r.t td.ui,f�ctr C-eral Aluminuor Company Addre.-Th.n./lEr-I 1 n 0 1 y%, �, ,by P. d Carrollt U. TX 7SO06 (972) 241-5271 E.t 207 ivan . Ca roJec.Dg.et, corr A,,th.,,z-J S,gnatu, a Ivan P-des Technical Representative Ivan Paredes �ddres,/Fl-o-/E-il 1001 W Cr-by RE, C-dit-, TX 75006 i van. paredesd_ qactx,com QUality AS-rance Ravi esentative Ted Sr.bak, Addr-s/Ph.n./Errad 1001 v?. Crosby RD Cairollton, TX 75056 t.d.sb.ckraqactcUn Category 'N"ds So beat cg.,y Single Hung Corriphame Method Cetflfi�tion Mark or Listing C.,trfir.lnt, Agency Annancen Architectural Manufactorers Association Val, dfed P y Steven M. Unch, RE V a 1, it,, I, - C he ck I i c t - H a, d . p y R . ce, via d Referenced Standard and Vast- (OfStari Standard Year IANIIA/N�klk'�ID6 101/1.S� 2-97 19q- AA[,IA/VVDI,lA/CSA 101/I.S 2/A440-OS 200S E colValance ofProduct Standards -ert,fird Bv FIL # Model, Number or Name Description 5444.2 Certall Asphalt Roofing 3-tob, laminated, architectural and 4-tab asphalt roof Shingles shingles Limits of Use Installation Instructions Appro' for u:: in Ill No Shin le FL5444 FLL5444 R2 TI erD72709FINAL AsphzUt �, :d All d for . outside HVHZ: Yes R2�rdl Impact Resistant: N/A 1 -59166 Ver fled By: Robert Ninernmen, RE RE Design Pressure: N/A Crea trad by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports _2AspjYa 4 FL5444 R2 AE e,0727u9FINAL h alt R21.pd Created by Independent Third Party: Yes f-Ay A�' 1o;,,g c�� C.d,, aod St,,,d,,d, Fd, 32399 v'L-0 487-1824, 'a.< (950. , 414-843, 5�s 5- MIS . . a Lg ]ri U R,,i o, not T,p,, S,brot S-�,c� SUts F�-� Pi,bk�tbi, FK St.9i M7S S 11�p Lrks Product Approval USER 1,sc - rr.d A ... o ti- , aud- sppl-t- 5-, A� I Appl�tioo DEt.ii FL # FL12103 Application Type New Code Version 2007 Application Status App, v.d Comments Archived F91, Product Manufacturer Alsoe Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 (330) 922-2389 nthomipson(5)alsidexom Authorized Signature Nick Thompson irthompsorroaalside.com Technical Representative Nick Thompson Address,'Phone/Emai[ 3773 State Road Cuyahoga Far I Is, OH 44223 nth ompson (cra I side. com Quality Assurance Representative Jack Mowery Address/Phone/Emall 3773 State Road Cuyahoga Falls, OH 4a223 (419) 853-4656 jmowerygalside.com Ca tegory Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 4. Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Alan Reeves the Evaluation Report Florida License PE-19354 Quality Assurance Entity Architectural Testing, Inc, Quality Assurance Contract Expiration Date 12/31/2011 Validated By Steven M. Union, RE rilt Validation Checklist - Hardcopy Received Certificate of Independence LL-2103 RU CJI cal ndUerodence not Referenced Standard and Year (of Standard) Standard Year ASTM D 3679 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/12/2009 Date Validated 02/25/2CO9 Date Pending FBC Approval 03/01/2009 Date Approved 04/07/2009 ---- 12103.5 1 Coventry Vinyl Sldlng - - Limits of Use Installation Instructions Approved for use in HVHZ: No FLI1103 RD II Cvei Approved for use outside HVIl Yes Verified By: Architectural Testing, Inc Impact Resistant; N/A Created by Independent Third Party; Yes Design Pressure: N/A Evaluation Reports Other: For use as exterior cladding only. Not for use in FL12103 RD AE Coventi HVHZ Allowable Design Load for all configurations (Double Created by Independent Third Party: Yes 5", Double 5" Dutchlap, Double 4' , Double 4" Dutchlap, and Triple 3" 86.5 psf with nalls. Eri Lg:n J H,tTe, S,bont S-Mrse Stts r,-ts F3C StT B-:S Sit, M,p L nis Sa, 'Product Approval USER Ns-e- - 2futu, �ct. Appili -.11 FIE FL12199 A PPI !cation Type New Code Version 2007 Application Status Approved Comments Archived Product Manufacturer KAYCAN LTD Acidress/Phone/Email 402 Boyer Circle Williston, VT 05495 (905) 793-9462 E�t 235 alax.jovanovicC)kpproducts.com Authorized Signature Jovanovlc Alex a I exj ra va R c, v i c(5) k pprod u cts. earn Technical Representative Alex Jovanovic Adcrrass/ph.rre/Ema I, 255 Summeilea Road Brampton, NON -US 05476 (905) 7 9 3-9462 Ext 235 alex.jo va novic@kpproducts.com Quality Assurance Representative Alex Jovannov Addo,ss/Ph ... /Email 255 Summer;Ea Road Brampton, NON -US 12345 (416) 553-681S alex.jovarrovirenkpiproducts.corn Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, Inc. Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Robert A. Walz, RE M, Validation Checklist - Harccopy Received Certificate of Independence ILL11199 RO COI Certificate of de erijje�df ri� Referenced Standard and Year (of Standard) Standard Year ASTMD3679 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option C Ptoduct 4pprcval Mothod methd I Option A Date Submitted 02/26/2009 Date Validated 03,102/2009 Date Subroitted 08/28/2009 I Date Pending FBC Approval 03/05/2009 Date Approved 04/07/2009 I Date Validated 08/3112OC-9 Darr, P�ri FBC App-al 09/U4/2009 Data Approved 10,113/20C-9 ��u rn�ai�d.�ct. 12968.4 Series 19CO/197-D . ..... Limits of U e App- d for I. HVHZ! No a Approved for ra outside HVHZ: Yes Impact lit-iSt. 't; No DISig n PressureI: T40/-40 at. Other: S had drawings for the installation the. ostiu,ti limit. f"i Aluminum S/H (Fin) 54" 72" Insulated Annealed DSB. Per Manufacturer's installation insf uctions. Certification Allency Certificate w:.IS j5S t�o 1� S";�s ; ',I)C? S4 Quality Aitosurance Contract Expiration Date 03/11/2013 Installation Instructions 1�:1' 63 uO 11 � " �;3 5057�,v :D; .............. : ................... o re. Verified By: Luis R. Lornas, P.E� 62514 Created by Independent Third Party: Yes Eval-tici. Report. Created lb� Independent Third Partv: FL # 1 Model, Number or Name Description -icante - r , Vented 12"! 1 So - lid 12" Triple 4" Pa -1 rtially Perfo - r I ated Vi nyl S . cr - ffit 1219 9*1 -------- L Limits of Use Installation Instructions Approved for use in HVHZ: No FL12191 R Kavcan Instal @'1on.pdf Approved for use outside HVHZ; Yes Verified By UIC'C Evaluation Service, Inc. Impact Resistant; N/A created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Must be installed as per the manufacturers FL1219�-RGAE ESR-14953an_09.,pdf In, 141 It, MIS I Ug in U,,-Rgi,t,,t,, H,t T,pcs S,i Sii Stars r-ts F3C Staff i S,i 'Its Lhks Se- uct Approval ( 0 Polsk Ui 11- LLd,,l 1, a,�d sr Apstlalln 9-11, 1 A, -1-s, -pplimfi-0-ii FIE FL2075-R3 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Florida Metal Products Inc. Address/Phone/Email 6940 Stuart Ave IaCks.n,[Ile, FIE 32254 04 783-8400 C ) clarkcjflamco.com Authorized Signature carkjones tLk(o)flamcc.com Technical Representative clai Address/Prione/Email p . box 6310 jacksonville, FIE 32236 (904) 783-8400 cIark@flamco.r,am Quality Assurance Representative clark Jones Address/Phone/Email p o box 6310 jacksonville, ILL 32236 (904) 783-84 00 clark(I)flarroo.com Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miarri-Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS 100 (A) 1995 Equivalence of Product Standards C ertified By Product Approval Method Method I Option A Date Submitted 06/05/2008 Date Validated 06/30/2008 Date Pending FBC Approval 07,108/2008 Date Approved Og,'15/2008 �llWmrriary ofFroducts Fill model, Number or Name Description 2075.1 1VENTRV10 VENTRVIG Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes F,2G75 R3 C CAC 07-1105�06 RV10-MIAr11r DADEpdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 01/31/2009 Design Pressure: N/A Installation Instructions Other: FL2075 R3 11 07-1105.06 RVID MIAMI DALIE,pdf Verified By: Miami -Dade ECCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2075.2 LVENTRV10 ____VENTRV10 Limit. of Use Certifi cation Agency Certificate Approved for u in HVli Yes F12075 R3 C CAC 07110506 RVIC MIAMI DADE.pdf A p d for . outside HVHZ: Yes P rove Quality Assurance Contract Expiration Date Impact Ruesi NIA 03/13/2013 Design Pres: N/A Installation Instructions Other: FL2075 R3 11 07110506 RVIO MIAMI DADE, of i Ver ified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created LY Independent Third Party: on-tratici, f--ity fti 0abkW BuIlEl Cxr, -1- Cd.. -d St-d-d. 1-5 � cal -1- 8 �/) F,',,d, 2299 2 1 20 5s; F (950� 414-8436 F. W-U* a-, , . MIS It- Lg 1, J Rc,ictst- U�t cs,15 S,bro t S.1 etots&Fc� �l CXSt M C 11.P Lnks S.rc- ff Kt product Approval USER P,bl, Us,- P-ld- 1 .1 APP11-1 A-pko Ap,i rr�t.il FIE # FL11024 Application Type New Code Version 2007 Application Status Approved Comments Archived rg Product Manufacturer Southeastern Metals Mfg. Co. Address/Prione/Email 11801 Industry Drive Jacksonville, FL32218 (904) 696-4682 jhkElSEy-qS.mEtaI.nU Authorized Signature Jeremy Kelsey jhkelseyl,czsemetals.com Technical Representative Jeremy Kelsey Address/Phone/Email 11801 Industry Dr. 1-k-n,de, FIL 32218 �904) 757-4200 Ext 4632 jhkelseygiSemetals,com Quality Assurance Representative Gerry Shotsberger Address/'Phone/Email 11SCI Industry drive Jacksonville, FL 33218 (904) 696-4204 gpshotsberger@semetaIs.com Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity Miami -Dade BCCO - EVL Quality Assurance Entity Miami -Dade BCCO - QUA Quality Assurance Contract Expiration Date 04,115/2014 Validated By Miami -Dade BCCO - VAL Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard TAS 100 Year 1995 Approved Evaluation Entity ELLj9-14_P-0 eather Veri _EqAlV�QQ8 NQ8 Z( 4-0 CD V) 40 1 i wu vwt MIS i L.9 Us,, Rg,,t,,t H,tTp� S�jb,c 5�1 Ststs a F� Pi FK ShT M:S 11o, Sc, product Approval C USER Publk U- -0 C2�A� , rrd�l or 201<al S-ch A ,nno URt , Applicatm -11 4-0 (2) _RR� L) 1:0 FIE A F1722-P.2 M -0 L) pplication Type Revision C ode Version 2007 p Application Status Approved C 0 Comments 0 U- Archived 7-1 - CD 4-d Product Manufacturer Metal Tech, Inc. M (0 > Address/Phone/Email 7635 w 2nd Ct -0 E 0 H na leah, FIE 33014 0 " 4--d (305) 970-7507 (n 0 steve@metaltech.com %4- 4� < Authorized Signature Steve Pulliam Engineerinrj(almetaltech.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer MR, Evaluation Report - Hardcopy Received Fl 0 rida Engineer or Architect Name who developed Robert S. Monsour the Evaluation Report Florida License PE-1:1955 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2010 Validated By ORLANDO L. BLANCO, P.E, Validation Checklist - Hardcopy Received Certificate of Independence FL722 R2 COI 024 reart incri end.pdf Referenced Standard andYear (of5tandard) Standard Year ASTM E 330-02 2002 SSTD 12-99 1999 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 01/27/2009 Date Validated 02/02/2009 Date Pending FBC Approval 03/11/2009 Date Approved 04/07/2009 FL Model, Number or Name Description 722.1 r 024 Galv. Steel Hurricane Panel . _ _ _ Limit. of Use Instal arti on Instruction. Approved for use in HVl No Fl 7221 �? 'I fl?4 drawnro. nor Appociv d for use outside HVHZ: Yes Verified By: Robert M onsour RE 11955 Impact Resistanti Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Not for use in High Velocity Hurricane 1 , Zones ofthe FL72-1 S-1 AE 024 evaluat odf Florida Building Code. Maximum Span 140" at 24.52 P.S.F. Created by Independent Third! Party: Yes Maximum Design Load 103.02 P.SrF. with a Span of 55" �prtm,oi fky Aftw, red� ,d Ste,,,Er a 111h,11- r 3121, MIS h- Lg I, U,,r Rgii L,t T,l S,b,it Su-ch- SIPts & P,bl,,,t,,, FBC St.1 t K:S Sit, 11�p Lni S-a uct Approval USER ,bl, Emdu� ARk, �t-Lt Appli�ti. D-ii FIE # FL4804-R2 Application Type Revision Code Version 2007 Application Status Appi oved Comments Archived M Product Manufacturer Alufab Hurricane Shutters Inc Address/Phone/Ennall 13000 NW 38 Avenue Opa Looks, FL 33054 (305) 688-4701 Ext 19 anthonyCaalufabhurricane.com Authorized Signature Robert Andrade anthonyCaalufabhurricane.com Technical Representative Pedro De Finguetrado Address/Phone/Emall 6971 West Surri- Blvd. 104 Plantatins , FL 33313 ,gc,,,n it com Quality Assurance Representative Address/Phore/Email Category Shutters Subcategory Sto To Pa in el s Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer T- Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Pedro De Finguenedo the Evaluation Report Florida License PE-52609 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2010 Validated By Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL4804 R2 COI 09-032 CIcpd Referenced Standard and Year (of Standard) Standard Year ASTM E330, E1996, E1886 2002 E invalence of Product Standards q Certified By Sections from the Code Product Approval Method Method 1 Option D Product Approval Method Method I Option C Date Submitted 04/10/2009 Data Submitted 07,109/2008 t Da a Validated 04/22/2009 Date Valid tad a 07/17/2008 Date Pending FBC Approval 05/18/2009 t D. e Pending FBC Approval 07/18/2008 Date Approved 06/09/2009 Date Approved (19/15/2008 mumary of Products Number or Name i "Weather -Vent" mits of Use pproved for us. in HVHZ: Yes pproved for use outside HVIl Yes mpact Re' istant: N/A :-.go Pir ... ure: N/A ther: Description___ Off -Ridge Static roof vent Installation Instructions F11 1024 RO 11 2008 NCA W.a-,h- Vent.pdf Verified By: Miami -Dade BCCO - EVL Created by Independent Third Party: Evaluation Reports FLI 1024 RO AE 2008 NOA Weather VEnt.pdf FL Model, Number or Name Description 4804.1 ___[L4? & 22ga Steel Storm Panels Corrugated 22ga and 24ga St Storm Panels Limits of Us. Installation Instructions Approved for use in HVHZ: No FL4804 R2 11 09-032 DWG.pdf Approved for use outside HVHZ: Yes Verified By: Pedro De Figuereldo 52609 i Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +104/-104 Evaluation Reports Other: Product to be manufactured, designed and installed FL4804 R2 AE 09-032 PER.pd as per drawing 09-032. Creared by Independent Third Party,. Yes .... .. ce 4 Z Z W nj ell > 70 C 0- a) V) rn n XI�A,ini ostmtr oE FC.-fty Aftis Bul.,,Sro—C.,� C ,d St,d, 2555 - 1, 1 Cal -d- C-d, 32399-2100 �5c ) 487 1824. F r85co 414 8436 I i 1 1 1 1 1, 161 i lii ii 11 di'l, u Ii I 11"fill K&A, 1 'Ar 1 1, 1 1 1 1 1 1 1 1 1 F------T - - - - - - - FT- afc-ooky Aftill C� -d 2555 0- P-4- Tb-, Flo,da 32`9 s"' 11 4al 4r. 11 (0141418436 SHFFT NO. PA 1 .2