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HomeMy WebLinkAbout6346-6356 Timberly LnA.B. Anchor Bolt Fir. Sys. Floor System Rad. Ref. Radius Refrigerator Abv. Above F.PI. Fireplace Req'd. Required A/C Air -Conditioner Ft. Foot / Feet Rm. Room Adj. Adjustable Ftg. Footing Rnd. Round A.F.F. Above Finished Floor FX Fixed R/SH Rod and Shelf A.H.U. Air Handler Unit Galy. Galvanized SD Smoke Detector PA 1.2 PRODUCT APPROVAL V WP WATERPROOF DETAIL ALT. Alternate G.C. General Contractor B.C. Base Cabinet G.F.I. Ground Fault Interrupter S.F. Square Ft B.F. Bifold Door G.T. Girder Truss Sh. Shelves Bk Sh Book Shelf Hdr. Header SHT Sheet Bm. Beam Hgt. Height SS.P.F. Spruce Pine Fir S.Side Lights BOT. Bottom HB Hose Bibb Sq. Square �- �' B.P. Bypass door Int. Interior y S.Y.P. Southern Yellow Pine Brg. Bearing K/Wall Kneewall Please be advised this review of plans submitted is a Temp. Tempered f cursoryreview to assist the contractor in compliance with �'� 2�3 �� Zp�I Cir. Circle K.S. Knee Space Thik'n. Thicken - - Clg. Ceiling Lay. Laundry T.O.B. Top of Block applicable fire safety codes. This review is not intended Col. Column Lay. Lavatory i b approval of d Top of Masonry to be a final a pp* suMttedplans. Comp. A/C Compressor L.F. Linear Ft. T.O.M. It is the Top of Plate c �(� . OntraclBOr'S S* res t C.T. Ceramic Tile L.T. Laundry Tub T.O.P. Po�� t0 ensure that the pans are in ,Z, Transom Window T Typical 6 - UNIT TOWNHOMES � � - - -- -- Dryer Mas. Masonry Trans.ra Transom com , con riance with aft cable NFPA codes and Dec. Decorative Max Maximum UCL Under Cabinet Lighting bCaf ardfftatlGeS. In the Mrtt that further exarflon or - - - - h Ded. Dedicated Outlet M.C. Medicine Cabinet Dbl. Double Mfgr. Manufacturer U.N.O. Unless Noted Otherwise site inspection reveals areasef ncn-c:� ipliance, it sha;i be VB Vanity Base the COntfaCtOf S S01e Sibilit their I Dia. Diameter Micro. Microwave fe8POr1 y�, at their sole expense to ( l Vert. Vertical - -- Disp. Disposal Min Minimum Ong those areas in compliance. The City assumes no V.L. Vent lam through Dist. Distance M.L. Microlam VTR Vent through Roof responsibility for the contractor's failure to be in compliance D.S. Drawer Stack Mir. Mirror D.V. Dryer Vent Mono Monolithic W Washer with all applicable NFPA Codes and local ordinances. W/ With D.W. Dishwasher N.T.S. Not to Scale Ea. Each Opn'g. Opening W/C Water Closet N�� E.W. Each WayOpt. Optional W.A. Wedge Anchor Wd Wood Elec. Electrical Pc. Piece Wp Water Proof Ext. Elevation Ped. Pedestal "MrrMD PLAN(S) HAVE BEEN JtE�d7SWft Ext. Exterior P.L. Parallam Exp. Expansion PLF Pounds per linear foot XY ZEPHYRIHX SHAL ` F.B.C. Florida Bldg. Code Pit. Ht. Plate Height i Date: Fin. Fir. Finished Floor Pit Sh. Plant Shelf l�nawer. REVIEW DATE F.G. Fixed Glass PSF Pounds per square foot Fir. Floor P.T. Pressure Treated �lr Pwd. Powder Room PANS EXAMI y Fdn. Foundation RHILLS REVISIONS EXAMINER 01/12/11 1.00 NEW CONFIGURATION ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES. FLORIDA BUILDING COVE, NATIONAL ELECTRIC CODE AND CITYQf 4, �L ORDINANCES I. i / MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID 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 titleblock 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 are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in UNIT TOWNHOM these plans should be directed to our Quality Assurance Manager at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. ��� ��� nl�MIJIM �•� ��� ■ ■ ■ i ■■■■■■ aaa aaa • • ��� ��• f aaa��� ��� ��� �30■■aaaa■on aaa aaa ■ ■ " MMM 00) L ID U _ 0 M i "C v crS N Mo 0 o 505 O N 100 E v`ni 70 ono ct! U 60, 0 O w a) C ILL rh CO Ym / W U N YQoa oao U) 6 A E B D® h Brr, uuu11111/ ��/S.�� AN \`` '0 Hpp A' S LL ra IIrV m v cv — 612b� c d' Oz U OFN a i o:. o °lslj�jCJNAL E,, � To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Fbrida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. 0 '- M fV M O M V'f r > co Q aj M N © V- Z M N i N n v ... W Z -CZ LU J O tB L11 Cl) L U MJ .� -i a' Z W LL{LLC�%� u+matuZ,^n� �o0 0zrzQc� IzYa°4s N O �� �gW or_3 8 4 1n ce a LU Z O c) W J i N 0 LIZ (� Q a 0 �� W�oa �ZYwo Z. W wo o0Zms Q z W Oj��l— Z 0� 0 :03Z ¢QaabP W OuJ0LLZg ',t aa'��aS L.L /� Cb ri i� `� / 2 QJ O Z Q J W Olo'�0 U it aQ� LU LA I z Z 0 SCALE _ AS NOTED _ PLOT DATE : 05/ 24 / 2011 VERSION NO. 1000 JOB No: 11-0667-0672 SHEET NO. Room 1 Wall 2 T-O" � � 1 '-0" � 2'-6- L 9" ;� 2' _O!� 4-1 0101 01 01 IF. 4-1 Room 1 Wall 3 Room 1 Wall 4 Room 1 Wall 5 000000 0 DW 0 X-6' � V-6- 10' � 10" k, 2'-9- kl` �10" k, 2'-0" 10 4-1 *1 ow All ow Ze t7l CABINETSABOVE 0 " 0 loll 0 0 0 0 1@ 1 WAM (OPTIOla) LAUNDRY INTERIOR HOMES SHOWER OPTION GUEST BATH KITCHEN - zq�' INTERIOR UNITS 8 @ 36' A.F.F. FOR POSSIBLE SHOWER KITCHEN GRAB BAR PER — ADA REO. F W All M ' "F F 0 P B LE R WALL HUNG S A F T I PER ADA REQ 2fiBACIONG MB2 ADA REQUIREMENTS - BATH MASTER BEDROOM ARCH SCALE: 3V =1'4r T-8" 10'-4" 1'-4" T-O" (2) 25 SH ------ C70VER-ED ------ PATIO 9'-4" CLG. A.F.F. CONCRETE SITTING ROOM L 9'4" FLAT CLG. CARPET 28 13'-0" 10 p 2'-0" .S" T-8" ot - -WESS - - - - - AR -CH - - - - - - - - - - - - - - - - - - - - - - -- 2868 MASTER 9'-4" FLAT 9'-4" FLAT CLG. CLG. BEDROOM 194" TRAY CLG. CARPET L---------- TYP.. 4 04' 0" A ARCH (T-0" R&S TO T-8" TOP - - - - - - - - OF ARCH). U) C? WIC Ca cr I DBL. 9) - 2668 BF 2668 z 0? R&S 101-1 8080 S.G.D. CC LIVING ROOM 9'-4" FLAT CLG. CARPET 13!-03" 4 DINING 9'4" FLAT CLG. CARPET 1 Ll 2668 ��S7 114 - - - - - A. - - - - - -- - - - - - - TR. 9 BATH V.) 0 94" FLAT (0) CLG- 2E68 0 0 to TILE 0 T-1' 5'4144" 1: co C� W r- Sim. W/ SYP Cw) Z STUDS @ 129' 3068 A KITCHEN 9 O-C QG �7AN �S"WXIR 94" FLAT CLG. BF TIL\Fafo w/ ST�DS Cl? S3 0 C.* TILE REF LO 7 P(. F\f . @ 12' OP 2' 3'- 1, 1PA4 - 3" ;6,11 Lo 2-411 Y 5-04 rQ S4 -SH 0 5 20 0 r//2 BF N' 2 68 L6 - -(�) Cn 04 F 5-SH 2168 2868 1� 2868 7 ;o V CNI (3) 2X4 #2 SPF w/ LTS B BATH 2 w/ 34" ANCHOR BOLT & LAUN. LO LO 9 9'4" FLAT CLG. &D )'4" FLAT CLG. (10) 16d NAILS TILE DBL. R&S 2668 B 0 04 2868 2668 (C) BF ( DWH. 5'-6" 4'-9" 5'-Oa4" 10'-8" A 4 F- - - - -- 28 1 __ 22"xW' OP r- ATTIC Z0 FOYER L ACCF-s-s- k__ 9'-4" FLAT CLG. TILE 9 BEDROOM 2 3068 G.T. 9'4" FLAT CLG. CARPET 00 ENTRY 9'4" CLG. A.F.F. Cq CONCRETE 1 -CAR GARAGE EGRESS '4" FLAT CLG. co CONCRETE (2) 25 SH - - - - - - - - - - - - -- - - - -- G.T. 2'-4" T-O" 2 -8" 91-01, 9 60 �41 &D 9 8070 GARAGE DOd 4'-0" 11-101, 81-91 [ C� EO M HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 2 #2 SYP W/ 1/2" FLITCH PLATE (2) - 13/4" X 11 1/4 LVIL 2.OE Fb=2950 (2) - 13/4" X 9 1/4" 0�> LVIL 2.OE Fb=2950 (2) - 13/4" X 16" LVL 2.OE Fb=2950 VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS !�Pel 9 UNIT 1398 - FLOOR PLAN SCALE: Y4"=l'-O" OPENING PRESSURES ENCLOSED - EXPOSURE "C" +33.4 -36.2 +33.4 / -44.8 +31.9 -34.7 +31.9 / -41.8 +29.9/ -32.8 +29.9 / -37.8 SEE COVER 120 M P H SEE COVER 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 W 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 13/8" 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 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 (11 5.9mm) 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 (11829 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 (1102 mm) sphere cannotpass WALLLEGEND IMENEEMENE I 1 0 1 0 , 0 . , I I - 0 1 0 IF 0 F 111 A S 0 r. H I � -L,'VAL L TYP. 2x FRAME WALL BEARINGWALL 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 CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1/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 G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. 10 C 0 E It to C0 C� (I) T '0 E '.n� So 1c, �� U V) 0 a) (0 a '4 00 cr) N E RI 00 '0 Cm CMI) 00 C: 0 0 cc'�) -0, 03 00.1000 h < iz, to It 0 It C) 6 *(Pc, 8 Do 7�5612,9 u_ 0 r' Z; 43- E O!� Z j'D V eup% '00 % 'FA mxx VI//41111111110 N 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. a r*4 M M W Ln Z :2, C6 0 m 6 F.-I In In > M C) Z efy) N > (U Z Z Z:D LU _j C:) M Ln a) Ln 0 Ln Z Z LU '2Z Lu LL 0 _j LLI Z �_ V) LLJ CM Z t 2 L r-4 ") 0 0 Z0 >_ Z < 0 Z 0 (L (r Z >- U X T-11 C:) < l­- LZL' Z7 (D Z Lu b cill 0.- 3: U C5 8 - W C) 2 = Uj 04 a. 0 Z @ Lu Z LLJ LU W 5 nj 0 %D X: V-4 LnZ Z T-1 _j 01� *:IZ 0 LLJ 0 '< Ll < Z 0< cle, 0 U 12 V; - 0 L or Z'.j Z 0 0 Z Ely X Z ;i LLI LU 0 21 :01 0 r*4 LU 0 X 2 R 6 2 LU C:) Z U_ 00 2 g uj 0 LL Z <!� W 20: M I CA = I 0� CY Z LLLU ce 0 cle) Z < CL Ne Lu cl ko LL Z Z Z Z Z) SCALE AS NOTED PLOT DATE 05/24/2011 VERSION NO. 1000 JOB NO: 11-0667-0672 SHEET' NO. 2 Room 1 Wall 2 3'-0' 1.-0. �_ 2'-6" -L 2' -0 '�' 9" 01 01 OT Room 1 Wall 3 Room 1 Wall 4 l'-6" 10" � 10" 0, 2'-9- k, 1 V� Zit tiq� 1 01 ow ow CABINETSABOVE WASHER DRY (OPTIONAL) (OPTIC:1)] Z� L LAUNDRY INTERIOR HOMES SHOWER OPTION GUEST BATH 4 MB2 KITCHEN - Z( !K2 INTERIOR UNITS a @ 36' A.F.F. FOR POSSIBLE SHOWER KITCHEN GRAB BAR PER - ADA REQ. - REINFORCE WALL 0 17"TOIrA.F.F. FOR POSSIBLE r7 WALLHUNG BENCH SEAT PER ADA REO . IiZll 1 701 It ADA REQUIREMENTS - BATH Room 1 Wall 5 000000 0 DW �10' 2'-0- 01 ow 4V -0 12'-8" 3'-8" 10'-4" ----------- 11._811 ;.-a, 40 10 3'-4" 111 71-01, UP 3'-8" 40 40 410P (2) 25 SH -- - - - - - - - - - - - - - - - - - - - - - - EGRESS iff COVERED PATIO CV) 9 9'-4" CLG. A.F.F. 00 CONCRETE MASTER T-16" 101-101, o? Cl) BEDROOM 8080 S.G.D. 9'-4" FLAT CLG. CARPET T) 9 9 in &D 04 12'-11 2868 (0 T-O" F-1111 1" 4 �N LIVING jr 2868 a 2868 Room 9'-4" FLAT CLG. V I? CARPET zo LO 9 MSTR. BATH WIC 9 g'-4" FLAT 04 CLG. 00 TILE 13'-0" AV 4 0- 9 - _0 01 3'-0" DINING zo 9'-4" FLAT CLG. 10 341" "034 5'-4" 2'-8 3 CARPET 9 C� SH AN I E0 TIL TA.F.F. R&S 3'-T' 6'.5" _1 9 401E A % - - - - - -- - - - - - - 9 9 zo 0 FLEX 14 0 0 9 ROOM fpD 9 to 9'-4" FLAT CLG. LU j 00 111 1 K2 0 r j r r A7� 9 CARPET I DW I - z r- I III KITCH EN L __ -.1 9`4" FLAT CLG. 4'_94 &D 5'-&' 10 W/ STUD TILE I S. REF Sim. W/ SYP G @ 1?-- 0. C 3) STUDS @ 12" '-034" 3' 5'-0" 2' 5 -4 Lo L& 9 A Q zo 5-SH S4 2068 D �^Bl` 0) 9 68 �3 <H�4 C' , 4 C14 5-SH �F - __ __ __ - 4 �D 0 F_: �L __ A t ... . 28 - - - - -- 1-). 2868 2868 00 (3) 2X4 #2 SPF W/ LTS B �2 L UN. e 04 BATH 2 W/ 3/4" ANCHOR BOLT & Ln 9'-4" FLAT CLG. I 9 zo )'-4" FLAT CLG. (10) 16d NAILS TILE TILE DBL. oil R&S 2668BF 04 1) Q Azz Q 9 N. 2868 2668 zo BF OWH. 91" 5'-034" 4 4 9 28 zo 2Zx3V' OP ATTIC EO ACCES-S OY L_ -F ER C) 9'-4" FLAT CLG. 04 TILE 9 co BEDROOM 2 1W 3068 G.T. 9'-4" FLAT CLG. CARPET 0? zo ENTRY 9`4" CLG. A.F.F. N CONCRETE 1 -CAR GARA E EGRESS Ilk 9'-4" FLAT CLG. co -E --- CONCRETE (2) 25 SH r - - - - - - - - - ---I I G.T. III OP 2'-4" T-O" 2'-4" b 9. 01 0 9 50 rK I S4�1 9 0 4'-0" 11-11Y. 8--0" 101. 10 15'-8" 11-4- 01 27'-4" U N HEADER SCHEDULE ------- MARK I HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE 0�> (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 LVL 2.OE Fb=2950 (2) - 13/4" X 9 1/4" 0�> LVL 2.OE Fb=2950 (2) - 13/4" X 16" LVL 2.OE Fb=2950 VERIFY VYI PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 1IT 1399 - FLOOR PLAN SCALE: Y4"=1'-O" OPENING PRESSURES ENCLOSED - EXPOSURE "C" +33.4 -36.2 +33.4 / -44.8 +31.9 -34.7 +31.9 / -41.8 +29.9/ -32.8 +29.9 / -37.8 WoMff SEE COVER 120 MPH EMMIJ SEE COVER 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 ")C'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 class 1 duct board, or other approved material and shall have no openings into the garage. Door from garage into house must be a minimum 1318" 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 it's 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 (11 5.9mm) 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. GIa7jng 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 I I I I I I I I= 9'-4"TOP OF MASONRY WALL 5017.2 "e- ggIN TYP. 2x FRAME WALL 11 j I I I'] I I III BEARING WALL INTERIOR BEARING WALLS NOTED NFLOOR BEARING ONLY"ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1 ST 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 CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1/R-1 3 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 KRAFTFACED G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. CD M (D 0 C 4� V� C a' (D +� '0 E om So fu U 0 0 'a CN V !� mom N E 0 (D U- '03 8 M am) fu C) E 0 cq.!d 0 0 'r-L f� 0 0) :3 0 00 CL 00 0 LO 0 IT CD 0 A 0 B D 11 1 B 11 C 1q,.y G 9 /V C� I= rn 0 _j LL 4 - C`4 OF-- C> It wi$ffi L) To the best of the engineees 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. z 0 Q) U) Z 0 0 > r-, C) M CD > r_ fa 0 (a z CY . '8 L.� < CU %%­0 = z 4-J Z LU LU _j C:) fa Ln 0) Ln C3 Ln z z LU oz L'Lj L'L _j z Lu z I­ U, on z d i- Ru o 0 11714 '0 z < 0 z 0 a. W z �- < U z< V__1 � X'Czzi5z C:) 2 Z 0 Ce uj 8X4: go LwL j R' F_ a. (5 z Lu I z ce P L4 cl LU T__q C%j 0 z Ln Z Uj o LLJ 'W':c �- (A �e Ce 0 z LLJ in 0 8 me 0 U L�Li Z;; - 2 ro- 0 Wz � I.- z 0 z C=Y)z Qz;i LLJ LLJ 0 M 0 ZC 8 r- _j LL 0 2 L>u 8 Uj C) Z 0) �2 LLJ 0 LL Z c' e, 1 0*1 C4e) .2: LL z 0 _j z _j ui F- c) LL LE &i Z z > z F_ 0 <!i D SCALE AS NOTED PLOT DATE 05/24/2011 VERSION NO. 1000 JOB NO: 11-0667-0672 SHEETNO. 3 0! 3-3" T-3- ot V-10" CABINETS ABOVE LAUNDRY L EXTERIOR HOMES SHOWER OPTION GUEST BATH KITCHEN - EXTERIOR UNITS @3rXF.F. FOR POSSIBLE SHOWER KITCHEN GPAB MR PER - ADA REQ. — REINFORCEWALL 1 17"MITA.F.F. :1 0 FOR POSSIBLE I LE NG WALLW HUNG T BENCH SEAT P P a 0 ER ADA REQ. 2x6BACM ADA REQUIREMENTS- MB2 BATH 7t 9 Q 4.. 1.1 7' L 1 EGRESS MASTER BEDROOM 9'4" FLAT CLG. CARPET 112-111 4 6-11 4 --M8 - 2868 MSTR. BATH I (D 9'-4" FLAT CLG. TILE ca A- 0� C) 5 co H ��UJ`� 41 00 mom 7-834" CRYLIG BATH 2 U5 9-4- FLAT CLG. TILE W.H. F 1 ATTIC 1 ACCES_Sj I L 07) 1 -CAR GARAGE 9'-4" FLAT CLG. CONCRETE - - - - - - - - - - - - --- - b F- 7L d F-: 1 K I.-: d 9 S4 ------------- 7 ---------- COVERED PATIO 9'-4" CLG. A. F.F. CO'4CRETE 11.41 2'-0" 8080 O.G.D. LO 27'-0" LI ING ROOM 91.41, �LAT CLG. C�ARPET om A S3 LO 1�1_� (-A 1 7- U) 1100 T-13" 3068 FOYER C ENTR` 9'-4" FLAT CLG. & 9'-4" CLG. A.F TILE 1 CONCRETE x� DINING 9'-4'FLAT CLG. CARPET 9-- 11 4 rQ (:Si3:� S4 MIN MEN L1_%1111 I 1 7!-0" 01 (3) 2x4 #2 SPF w/ LTS20B w/ 314" ANCHOR BOLT & (10) 16d NAILS DEN rA BEDROOM 3--8 -�,�Cn Cn uj 0� (n 9'-4" FLAT CLG. 0 uj 0 N CARPET _LT 7'-31" 4 2868 DBL. :2668 BF (�� 1i — A - ------- ;ir S, 3: LL R&S ------ DBL. 2668 BF R&S - - - - - - � I �ul 5 I Lu 0 E 01 ca I 06 13� 1 Ir 2668 G.T. BEDROOM 2 9'-4" FLAT CLG. CARPET (2) 25 SH CP 7 CN CD LO 04 C1 ;2- HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ — 1/2" FLITCH PLATE (2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 2 #2 SYP W/ 1/2" FLITCH PLATE (2)-13/4 X 11 1/4 LVL ME Fb=2950 (2) - 13/4" X 9 1/4" LVL 2.OE Fb=2950 (2) - 1 3/4" X 16" LVL ME Fb=2950 VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS F_ UNIT 1501 FLOOR PLAN SCALE: Y4"=1'-O" OPENING PRESSURES ENCLOSED - EXPOSURE 'PC" +33.4 / -36.2 +33.4 / -44.8 +31.9/-34.7 +31.9 / -41.8 & +29.9/ -32.8 +29.9/-37.8 (��) SEE COVER 120 MPH J�) SEE COVER 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 ")C 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 13/8" 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 (1 5.9mm) 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 cannot pass :I o I e - 0 I a -.1 :F-11 V 10 154MOTM, INTERIOR BEARING WALLS NOTED"FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1 ST 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 (GARAGE / LIVING) R-1 1/R-13 KRAFT FACED rA_-� G.C. TO COORDINATE PLUMBING TO AVOID �� CONFLICT WITH STRUCTURAL WD. COL. EPM a) C a .0 0 V� (V (1) E 'oo 0oo U 0 o 0 tc, j 100 F E 0 (D V) F0 0 00 :9 Gi -0 -0 �/ a) (D 08� 00 C C: Cu 'E 'm am) C\l 14 01 o CL 0 0 OD 0. OD 0 co < P u) 6 A N C*� D C C P it, 0 .. 8 D. - 'IE/V In UL. 00 D co '561a 0 LL. 0 A E 6 c IN L6 jif 0 Ln AL ctv To the best of the engineer's knowledge and understanding, the structural plans and specifications cornpl�j widi the 2007 Floricia Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. 0 Z Ln Cn 0 :3 CD 4 " US V) %D > r-, CD M CD Z > 0<_ 0 13e :Z .:. < Z Z _j LU LU _j C) fa Ln Q) Ln U Ln Z Z LU � 2 Z uj u- 0 Z Ln � 2 V_ EZ0 <. X IN a 0 Z < C.) Z >. Z 0 a. Oc <U� 4 u-, i.- C) ZZ Z 0 a: Lu 15 ine C� >t 840 Zi tj - S 8 -0 Q� 0 Lu C%1 F 2 0. 0 Z @ T-1 c) LU �2 = Z �; L4 Ln Z Z T­1 g i: 0 ui _j U, ce 0 R 11, i% . Z U 0 0 0 ce P -A -, 2 0 Z 01! 0 Z 0 UZ, ce l­_ &E Z UJ ZO =01 0 0 U :5 1. r*4 _j LL 2 8 LU T__1 C) Z 3 1. 0 LL Z <21- ce X 0 < 0 0 0 C) UIP D fie a Z 0 Lo < _j LU LLI i < c) Z LLI > U*) Z Z Z 0 0- Z) SCALE: AS NOTED PLOT DATE: 05/24/2011 VERSION NO. 1000 JOB NO: 11-0667-0672 SHEET NO. 4 SnrfETRiCAL SYMEMIM UNIT 1501 NIT 1399 NIT 1398 BUILDING PLAN (Left SCALE: 3116"=1'-0" N i N U) N 0 V _ V C a M F N N 'o o 'a U N � a00o omN O O ty -0 0:9 �o� m ra - M �3 ttt �[ N O N U r n.O a> ' 00 a 000 than rn 6 A B D. NCBDC .� ov. I: ttttl�fff//ry�� CD `,\Ui `•ice C) - ! 126N a — o W — �:0 �c1 " �' OF S� ON ✓`�W-111 A L To the best of the 944" kWkfidge 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-i M N M Z � M t No 1-4 Q Q,jMI� : 0 O% n Q O ^ F ALLJ-D^ z i N u z = 0 Z W J W J o f1) Ln V Q Z Z LU o W LLL O J Wmaz2W a� UH fyo0 N rl OZ>.z-U ZQQUX _��wz 0 U Z p k a W Ck g U ce O 0�U3�0 UF- r� apZO W 11.=.. W c O ■ J J �W W NO ko_ Lnz J Qa W ."O voO ¢z Wo ULu rO Zm0 ZLuW Z Q O W ~ ZC�xo�z z00 <Ur g N _ Q c ~ g W WWOtLppz< O ' (� a Q O C V z "XLLQ �oWQ O J D leW a 0- Z NO J u_ > � g z 0 a m SCALE : AS NOTED PLOT DATE : 05 / 24 / 2011 VERSION NO. 1moo JOB NO: 11-0667-0672 SHEET NO. 5 ^L` W W V 0 vi C (0 M H N 0) m EEO O GO 0 O N 00 v`ni r6 _ m O O (D F M LL N n3 O �M� N N ' U n. o am '00 o.OD U)Qt; rn � 6 A NC BDC kU ® ENS 2 561 o� v. %� TE OfLL * •m . �: fL /�A L //!f/lftfllilll'� � 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. 0 N M Z � M fM O Q QJMI� r-I Q L z L �N n z 4-J Z 21 JM WLn � L U r-t Ce Q W WLL` 0 J W Co z w IL pz>'.z< N rI z>- _ U2: Zz Z C)Z C9 Z LU uJ paS) vWO 8 Mapz0 J�--I T W = W Uj W � _ 1 JO T ko NO ko_ Lnz K 0 O W U O a ` W0Z00� �~zmo LU z 1 z zCY-- N I --I J aQ�aQ� gQQ~ a. W o LL Z a W C z_ N L O LL z L� O T� Q J Y W O to J LLaLL'' Z .. > Z Z a m SCALE AS NOTED PLOT DATE : 05 / 24 / 2011 VERSION NO. 1000 JOB NO: 11-0667-0672 SHEET NO. 6 _LV-9LA-E.F. PLATE HEIGHT _t4'A FF . . . PLATE HEIGHT FF WINDOW HEADER HEIGHT -F QLW EINIELHEQ.�C?PR _IV-qLA-E-F. - PLATE HEIGHf _E-4LA F.F. PLATE HEIGHT 8'-W A.F.F. DOOffqgdE-R V8GW _ _7:EjtF WINDOW HEADER 0'-W FINL4LF19Z 6"SCOR BAND 8"SCORED BAND T i-7 1 T T j T j 12 t j-,- 12 ---------- :6 J, T , - - I , , I - 1 7 , I— - - ---1 - -, 1. - - - T ; - , I L WNON-FUNCTION"L GABLE VENT 4'SCORED T SANG CEMENTATIOUS TEXTURE FINS TYPICAL RONNIE ININ101 minim 10101 1 ONE III IMMIME In INS III III MERSIN SEE MEN I MEN ININ, I I MENNEN INS MEN MENNEN MEN NOE -milis I INS 111MININIMIMME on MEN MEN MEN EMMONS M Us, 7 -1 j a T T i i _T 7-' T -7 CBAENTATIOUS TEXTURED FINISH TYPICAL ROOF P. WININI INN TEXTURED FINISH TYPICAL NONE MININI MENNi 01011MIMI MINININ MINININ FRONT ELEVATION SCALE: 1/8" = T-10" 4 LWR IT BAND ORED V SC BA- CRED OBI 4==U I I � I \_CEMENTATIOUS TEXTURE FINISH TYPICAL \_CEMENTATICUS TEXTURED FINISH TYPICAL I�LO�A F F PLATE HEIGH 9-4. A.F.F. PgTE�`HEgFrr . . . . . . . . . . . . . . . . . . . V FFj WINDOW HEADER HEIGHT F7F11 13 17711 1­711 T11 FTT11 SAN., 6" SCORED BAND FT FT Lj OF LLJI Lj 0, FINISHED FLOOR VSCORED CBAENTATIOUS SAW TEXTURE FINISH BAND TYPICAL .LEFT ELEVATION_ SCALE: 1/8" = T-O" \_CEMENTAIMS \.CEMENTATIOUS TEXTURED FINISH TEXTURE FINISH TYPICAL TYPICAL REAR ELEVATION SCALE: 1/8" = T-O" _Ll'-EA E-f PLATE HEIGHT W-4* A-F-F. PLATE HEIGHT _ _1-�KRF . . . . . . . . . . . . . . . . . . . . . WINDOW HEADER HEIGHT 1-7711 f-711 17711 FT7-11 Al A rmi rMi /'FMI 6"SCORED 6"SCORED � -11 SAND FFT11 FT711 177711 BAND F7r Ljji U�11 LLU 0-0 FI? LISHQ FLOOff. rz, V SCORED \-CEMENTATIOUS S'SCORED BAND TEXTURED FINISH BAND -TYPICAL RIGHT ELEVATION SCALE: 1/8" = 1'-0" :1 GENERALNOTES VENTILATION CALCULATION FORMULA =FBCR 2007 Sec R806.2 S.F / 300 (1/300) IF 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 VENTILATION1 OF VENTILATION OF VENTILATION REQUIRED I REQUIRED REQUIRED ROOF CRITERIA 12"OVERHANG U.N.O. PLUMB CUT FASCIA R F PIT H PER ELEVATI N 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 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 manufacturers installation instructions. ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTORMUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION IPURPOSES. I 41 41 9141 9'-411 4@ 41 91-411 91-411 41 ROOF VENTS SCALE: 1116" = 1`-0" P 0 U C: co 0 Q) (D E c," 605 0 l,, CID U 0 a) ce) P, E 00 VO .2 (13 :S :2 . a) — 70 C: 0" Q C — ce) co LL -E 0 . C0 -10, ca C'J a) (.5 1 :5 CL 0 5 0 OD CO ur) 0 0 A 0 8 D. c c T P T L�L ale Aft- )w 0 To the best of the engineer's knowledge and understanding, the structural plans and specillications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. C) CL) Lr) Z:h! M 0 6 r%.. C) CU < .2: (a -V CL) 0 > N < Zj N 4QJ) z z LU LU o Ln (1) Ln Cj Ln Ce z z LU z z U r L LI � M z IL 8 MIX in 0 ow 0 Z Z 0z g U X: UZj F- ZZ C:) Lu b , , 0 U 0 to V) D �r U C) 0 Ce 0 LLI C4 0 z LU X z ce c) LU z 0 r4,4 0 Ln Z > W-j ui 'U"j 0:� LL"O< Oz U < E pLi V; - 2 0 LZU z W LU =' ata!2;i LLI 0 'Z3 :03 0 0 cc < 6 < I U-I F LU CD z uj 0 ILL Z!� < M cx; 5 0 9 z Z< —j L'U LLI C:) z LL Z 0 LU > Z 5 z LL —j SCALE : AS NOTED PLOT DATE 05/24/2011 VERSION NO. 1000 JOB NO: 11-0667-0672 SHEEr 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 tyke 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 ANSVUL 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 4 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 FqT WEATHERPROOF DUPLEX OUTLET W.P. G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET IQ SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH 4- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE `n, RECESSED INCANDESCENT LIGHT FIXTURE -0-P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT F FLOURESCENT LIGHT FIXTURE ® EXHAUST FAN ;� EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) W TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ W' A.F.F. O THERMOSTAT �]M ELECTRIC METER JEW ELECTRIC PANEL —Alll__j DISCONNECT SWITCH SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN v J 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. UNIT 1501 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. NIT 1399 NIT 1398 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. 1 . e svwlMicu ELECTRICAL PLAN SCALE: 3/16"=T-0" rn O 0 U TV0 vi C co F- N "(DN O M68 o a 'a O r, 00 CD vNi cc 2Mc) o m0S V N � v 0 (M O w y C M M LL Co O 'i M Y� U wi racmo ' a 0000 �QP rn � 6 A B U D® N C�B�Do C V4 P fn O N im N to � c Z F � � � (n n n O z LL W a d%R N >J ` a LL LLW V t0 aLL Ln 0 N o 9 to my H 2 � LO LL 0 CO m az W o O Q -'� LO 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. sE O N M Ln Z;Nin 0" 6 0 CtMN ZQ i ry a�-a� �L 'Cf- Z ce- i N N Z LU W L U Ce Q LU 0 W LLL 0 J w m ¢ w Oin 0 0 ZQU N ZQaUX Zw~Z 't� C� J /O 7� g W U = d = W r-I O W ~w 0. =Z lfl �0 Ln Z J 0 ��QQ3 Vt Yvv� a O z wa00� Q U0Nmo z WCe Z za�OZ Z 6 N 1� � UP o��u,V6 W �--I Z Q r4$°LLLL Za tug Q U Ce$ �� Lr rI cn dXLLz J 0 W a 0 � J�Yw aQ�� 0 � w Lj z > C J Z O g W SCALE AS NOTED PLOT DATE: 05 / 24 / 2011 VERSION NO. 1000 JOB NO: 11-0667-0672 SHEET NO. 8 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. (DM 12o/24ov IP, 3W 120/240V 125A NEMA i IP3W NEMA 24CKT. 3R 32KAIC � M TYPICAL FOR ALL UNITS 125A METAL 1/0 CU BARE THRU-OUT COLD WATER BLDG PIPE STEEL 5/8" x 10' CU GND RODS C.O.L. XFRMR 0 0 •0 MCM AL CONDUCTORS 4 UNIT RISER DIAGRAM PROVIDE A MIN. 12" VERTICAL SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES III III III III III III III III III III III III III L IL- I - METER BANK (SEE ELECTRICAL RISER DIAGRAM) UNIT 1501 NIT 1399 NIT 1398 SYMEMICAL SYMEMICAL ELECTRICALSERVICE PLAN SCALE: 3/1V--T-O" N N N u 0 vi C i r F- N Q1 00 0 0P,000 O ty OM0 0 vet ai ( IL M 0) �- t"M Y N U o.0 am cna^ 0 rn 6 B kD.V N C B D C P O fA N V Z W �2 T N ro � Z T W Q air�iv N 6� ZO C N N 2 0 ;"; 3 3„z CoL) Z Z ao 0 ILL a o a LY O U 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. 0 N M M Ln Zrn O �o Ln N j o Q Q In O �L CQ G r I"L z �N L �+ N z Z Z�Z J W LV C JLn(1) LLn V mi Q Z W WLL0 W m Q W E zo cV z 10, Z , U x r-q=x�ZyuP p C720raW ck O N 0 aG� O o � U=O�W© ~W=W T— O WL ■ � J J � NO Ln Z LLJ 4t Uj 0 1i QO a W % �{n8OC 0 Wo W C7Z8F. zdgO z zZ WWOz00 N ~ J °0 x QLuW Q 9-Z rl 1 . J W W O O C.)as~� W Z 011-4 a W SCALE : AS NOTED PLOT DATE : 05 / 24 / 2011 VERSION NO. 1000 JOB NO: 11-0667-0672 SHEET NO. 9 1-1 I I I I r:�l SYMEMICAL SYMETRICAL UNIT 1501 NIT 1399 NIT 1398 GRILL SIZE DUCT SIZE 7 10x6 301 AIR FLOW HVAC PLAN SCALE: 3/16"=1'-0" N N C v 0 0 V C H N 4J Q) E th O O N N oho 0 tii m Cou: U 70 �C 0)O� m 5LtOm 1_ O tti N O ' U Y L G. O Dt a cna� a°0o m 0 AN C�B�D C P � O w N (tau Z W � T N 0 N 6 pp T � F ��� C) W a airNiv N z LL ° �6 Q LL LL W V ozo a < rn ��N � Mr- N N 66 ®L zz Z CD W Q a o aU it c� 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. 0 � M N M Z � M 0 O O Q � �M ,-� Q v �o F-��^ 3 � F+ 1� Z J W W Lna) L U Q z z LU O WILLO Z � w F- a V oZ}ZQU N zaQ8QQ Q =f � , Z t7ZQC W IS 8 og�-. 24 7� V o=w ® ~Mw TI O L■ t) LuJ � llJ^^ W NO kD_ LnZ Q w - a0 < Y OC O Z W µOO�ppp� UF�mtL Z Q w zaQo:Z Z LLI w o Z p 0 g N F---1 g a g 6 ~I JJ T Z Z LL$028a W OLLZ!� OC 1 a W ,--I � LU a�~u- Z 0 U W � Z z O g = SCALE AS NOTED PLOT DATE : 05 / 24 / 2011 VERSION NO. 1000 JOB NO: 11-0667-0672 SHEET NO. 10 W.W.M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF SEE PLAN. - 1/8" SAWCUTx 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN w g CONTROL JOINT DETAIL SCALE: 1112"=1'-V -#5 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1112"=1'-V GENERAL NOTES: 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6' AND SEALED 2 4" 2500 PSI CONIC. SLAB W/ FIBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUPS INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ 1#5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB (5'4- O.C. MAX U.N.O.) (REFER TO NOTES) ❑ INDICATES FILLED CELL W/3000 PSI CONIC. W/(1) #5 REBAR TYPICAL BELOW SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ EXT. TO TOP COURSE BELOW SLAB (V-4- O.C. MAX U.N.O.) (REFER TO NOTES) 4 CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF V4 OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION SYMEMCAL SYMErmm N, FOUNDATION PLAN SCALE: 3/16"=1'-0" N N U) u �+ M +r vi C v a) H N cr)0 a '� N 0 n CO00 M O Ln 0 O m O U C N " . cV) Q 1✓ 0 V C4 O U Q. O 3 a o°D0 o cnan rn v 0 A B 0 D® ".C_Br,C 'r J�Xg P . CW00 i i • w . ... 56 •. mN og a .- s 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. 0 r-1 M N M OLn = M > No 0 N M O rl aCU0`� f- MLLN z i N n r_ %­0 z Z 21 M W J O I _N LL V Ce Q Z L U per[ W Ll 0 m Z ~ d N N00 O�0 z<0 ZaQ°aQ T-4 =f�W~Z 0 O s 0 a Lu oO aCI 0 �a0ZZ© w = O W 7�I N0 Ln Z Y 3:W J F- 0 Q�Q z X o a Lu000� ~ ~ Z m 0 LL ^ ZdEOrzZ �w0Z00 z LU CD z 0 o�za LL <"g og CY OLLJ Q QaLu CL Z a~� Z > P g 0 Z OO a LL SCALE : AS NOTED PLOT DATE : 05 / 24 / 2011 VERSION NO. 1000 JOB NO: 11-0667-0672 SHEET NO. 11 (2) U7 WITF NAIL: 1/4" x BOLT CONI 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. SY6Ef UL IV sy*-M CAL UNIT 1501 UNIT 1399 UNIT 1398 ROOF FRAMING PLAN SCALE: 3/16"=1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 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. A 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 1450 7 -10d x 1 1/2' HTA20-18 1200 1120 10 - 10d X 1 1/2' F HHETA20 2235 12 -10d x 1 1/2' G H 10 16 - 8d x 1 12' RT16A 1030 1030 9-1 Od X 1 1/2% 8-1 Od H MTT28B 4455 4455 24 - 16d MTS27B 4685 4029 24 - 16d J HTT22 5260 5260 32 - 16d SINKERS HTT22 5370 4618 32 - 16d * 2775 5/8" DIA. BOLTS TD2 3435 2954 2 - 5/8" DIA. BOLTS L 3/4" DIA. BOLTS TD5 4180 3594 2 - 3/4" DIA. BOLTS M 7/8" DIA. BOLTS TD6 6655 5779 3 - 3/4" DIA. BOLTS N 1 1 IS26 11 /1115— 780/ 7 "* 8- 10d x 3" JUS26 510/740 440/695 8 -10d P Ht 1,926 1550/3325 *" 1550/2540 "* 20 -16d x 3 1/2" THD26 1875/3040 1580/2365 Q HUS28 220/5970 " 2705/4510 " 30 -16d x 3112' THD28 2330/3965 2015/3430 R MTS12 1000 860 14 - 10d x 1 112' MTW 12 1195 905 14-10d S MTS16 1000 860 14 - 10d x 1 1/2" MTW 16 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" ATR 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 HTS 20 1450 1245 24-10d X 1 1/2' HTW20 1530 1315 24-1 Od X 1 1/2' SP1 585 535 10- 10d SPT22 715 8- 10d SP7 1nAR An.9; 17-1nri RPT2A RQg; 1n-ini MINIMUM 3" MEMBER *' REACTIONS ARE FOR ROOF LOADS ONLY '** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE 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 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 61 '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. (+) 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 TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. GALVANIZED 5/8" DIA ANCHOR BOLT WITH HOO AND 6"EMBEDMENT INTO BOND BEAM AND 2" x 2" x 1/8" PLATE WASHERS, TYP. 8 x 16 BOND BEAM REINFORCED WITH (1) #5 CONT. EACH COURSE GROUTED - SOLID STAGGERED ELEVATION A -A A (2) - 2 x 8 SYP._/ P.T. LEDGER CONT. t 2 PLY CARRIER —J x CONT LEDGER GIRDER TRUSS {2) BOLT EACH SIDE OF GIRDER SEE 1 FOR L-1 ADDITIONAL INFORMATION 5/8 A.B. @ 2'-8- O.C. W/ 7" MIN. EMBEDMENT ONNECTION (SEE PLAN TRUSS (SEE PLAN) 4. 9'-4" BOTTOM OF �< TRUSS 7T MU WALL (SEE PLAN) 1 SECTION AT LEDGER 1 � SCALE: 3/4"=1'-0" (A) 1 OR 2 PLY CARRIER N U) Fa0) u vi C (D.Q' Cd m F- N a) Moo 01, 13 70 0 a°DD 0,0 O chit 0 m of d U �C M 0 ra y- ALL co M Y O 0 N ty o U)W L C. o 0) �dn rn 6 A N C B D C C B D. A. Q ���s CE tvo :.� 0 55; Zt L a ` ON— �Mv Col- a �9 Z:0° Z 25 i yQ..... •'pL�\�1 W '� ,o L EcR' ;e- 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. O N M Z;v-+M O (1 M N N Q 'i Cp �N N = Z 4-J Z 'J W W JIna) Lin U Q Z W 0 0 W ILLQ W MZ VvE.7.f� �J+. v iv OZ}z<0 T-1 zrQUx< ~Z 0 =2:4 W ego iw (T 0— O o 7"1 r1 2:DW® ~a. WzW C) W W J ,--1 lD cv 0 lD Ln Z ii W �O' <z a O ^J^ Woo`0� z=&-zg Z f Z <W6zoo QQ�au6 N I--1 — Z oo�LIU:FS►y W ,--I �L,°LLza aQ~erg /yOi � a < r1 LL =1 , W LLJ 0 C, LL � u. z O � � g O Z 0 a SCALE AS NOTED PLOT DATE : 05 / 24 / 2011 VERSION NO. 1000 JOB No: 11-0667-0672 SHEET NO. 12 GENERALNOTES 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. 4N 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. < �`T=< O<AT�� TYPE DESIGNATION F = FILLED WITH REBAR AT TOP GROUT/ U = UNFILLED IN. 1) REQ'D R RECESSED _10 EAR -QTY. OF #5 REBAR @ BOTTOM 0 -ICIL OF LINTEL CAVITY !E W, C.M.U. W 8F16-1B/1T No 0 �QUANTITY z -GROUT OMINAL OF WIDTH #5 RE13AR AT #5 REIRAR AT TOP BOTTOM OF NOMINAL- a - LINTEL CAVITY HEIGHT REINFORCING PROVIDED IN LINTEL (VARIES) __J__BOTTOM 7-5,rACTUAL MATERIAL 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 ASTIM C476 fg = 3000 psi wl 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. maximum 3/8" aggregate and 9" to 11" slump. 4. U-Lintels are manufactured with 5-112" long notches at the ends to accommodate 5. Concrete masonry units (CMIU) per ASTM C90 ve vertical call reinforcing and grouting. minimum not area compressive strength = 1900 psi. S. All lintals most or exceed U360 vertical deflection, except lintels 11TA" and 6. Reber per ASTM A615 Grade GD. longer with a nominal height of 8" meet or exceed L11 90. P restressing stra nd per ASTM A416 grade 6. Bottom field added reba r In be located at the botlDm of the lintel cavity. 7. 270 low relaxation. 7. 7/3Z'diarnater wire stirrups are welded to the bottom steel for mechanical anchorage. 7/32 Wre per ASTM A510. 8. Castwin-place concrete may be provided in composite lintel in lieu of concrete 8. Mortar perASTM 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 ASTMI C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and hodZDntB] (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horlwntal load 1.0 Safe vertical load Safe h0rlZDntal load 1 1'. - . . ' ' ' - - .0. 0 0' E00" 8RF6-OB/lT 8F8-0B/1T 0.- D 8RF14-1B/1T 8F16-1B/1T V16-01EIMT D I. . .- _- 3. E 8RF22-1B/1T 8F24-0B/1T 0 0 0 0 8F28 OB/1 T 8R30 OB/1 T 9 (j) WRAP FRAMING MEMBER W/ 2 LAYERS 5/8" TYPE"r GYP. BOARD EACH SIDE. FOLLOW GA DESIGN NO. WP3910 FOR ATTACHMENT OF GYP. BOARD TO FRAMING MEMBER. 1 1 a- FIRE RESISTANT PLYWOOD � FRAMING MEMBER SEAL GYP. BOARDIROOF DECKING NTERSECTION W/ ROCKWOOL FIRESAFE NSULATION OR EXPANDING FIRE -STOP FOAM OR FIRE BARRIER CAULK INSTALLED PER MFGR. INSTRUCTIONS (SEALANTS MUST COMPLY W1 UL 1479 OR ASTIVI E 814) 11 BALLOON FRAME W; D STUD PARTY WALL TO ROOF DECK (SEE GA DESIGN NO, WP39110) TYPICAL PARTY WALL DETAIL SCALE: 3/4" = 1'-0' same in 10 A Ask ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP -M MIN. (1) REQ'ID n_� 1-11r CLEAR EEL--M W \\\,-C.M.U. C13 U'J W UJ 0) g wo t; z it z 5 REBAR AT BOTTOM �IN. (1) REOD U) L6 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 protecfion of lintel to prevent rusting. Refer to manufacturees 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 cementibuos Coating. See contractor specifications for approved manufacturer products and installation instructions. FIRE RESISTANT PLYWOOD 4'EA- SIDE OF PARTY WALL PROVIDE USP R77A @ TOP EA. STUD BALLOON FRAME WOOD STUD PARTY WALL TO ROOF DECK (SEE GA DESIGN NO. WP391 0) BOTTOM EA ENGINEEREDWOOD TRUSSES @ 24' D.C. 2 HR BLOCK D-2 8"CMU WALL W/#5 BARS VERT. @ &-r O.C. MAX. MINIMUM REINFORCING LAP = Nr �NO PLUMBING, MECHANICAL EQUIPMENT, DUCTS OR VENTS TO PENETRATE PARTY WALL GRADE EAM FOUNDATION TO BE S!CONCRETE SLAB. STANDARD FOUNDATION TO BE 4' CONCRETE SLAB. SEE PLAN FOR MORE INFO. CLEANED COMPACTED & TERMITE TREATED FILL (2) ROW 10d NAILS AT 6"O.C. nRE RESISTANT PLYWOOD 4! EA. SIDE OF PARTYWALL @ 8'-0- D.C. SEE 1/S-6 S GYP. BID. @ CEILING 2X6 P.T. CONT. W/ 5/8"DIA. A.B. @ 2-4r SINGLE COURSE 8"K.O. BILK TIE BM. W/ (1) #5 BAR CONT. LINTEL SCREEN 10 GYP. BID. ON DBL lx2 FURRING (111/2 THK.) VERT . @ 24' D.C. W/ MIN. R4.2 FOIL BACKED INSUL. BETWEEN EACH SIDE I MASONRY PARTY WALL (SEE UL DESIGN NO. U905) FIN. FLR. FOR GRADE BEAM I'-8"x V-8" CONC. FTG. -8. W/ (3) #5 BARS. CONT. FOUNDATION ONLY: ADD (1) #5 BAR @ TOP & HAVE *3 TIES @ 48' O.C. TYPICAL 1 STORY 2-HR. FIRE RATED PARTY WALL SCALE:3/4"=1'-0` 2 HOUR RATING LOAD - BEARING OR NON LOAD - BEARING STC RATING 50 TO 54 FIRE TEST: SEE WIP 4135 (FM WP 360,9-28-74) APPROX. WEIGHT: 13 PSF THICKNESS: r + P. BASE LAYER 518'TYPEr 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, 17/8' LONG, 0.085"SHANK 1/4' HEADS 24* D.C. FACE LAYER 518* TYPE'X"GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO EACH SIDE NTH 8d COATED NAILES 2 318" LONG, 0.1 13"HEADS, Ir 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) GA FILE NO. WP 3910 NOT TO SCALE .V4* 75)o M114. Al 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. 318 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 S UNIT 1501 SYMETRM MIN. MIN. M11N. UNIT 1399 UNIT 1398 LINTEL PLAN SCALE: 3/16"=1'-0" 0 C 0 0 C (Da' ce) (D ro "0 E Mo o0o 0 r, 00 U 0 0 0) �9 P4 P E 00 .2 M Cut W r.- cc")) (2 0 'C"'J -102 M 0 ago Z 0-0 0 :3 0 go 0 CIL 00 U) < - N 11 0 0 CI) !� 6 A 0 A. 40, z CS, 70 C3 " /11. _J bo U. f N; f 4 Wf Z.. LO f 14; 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) �r_q CU Ln Z :L- M R J; 6 4 Ln to N CD �m CD (U W 0 V_ > Ce r-4 < N z CD (a Z UJ c) fu Ln Q) Lt') U z z LLJ 0 W z UJ LL 0 Lu Z (A M � !i :E F - 1: UnJ 0 0 >_ z < 0 20 z <Z 8 ox z z z C:) uz� :Wz ul R _1 8 Ln 8 I,_ 0 =) Lu N 0 z 0 c� LU z Lu T-1 2: ko r,'J 0 to T-1 Ln Z _J 0 LU o;� Lu CC I.- <Z90 ui 13 0 U L�Ll V; 9 0 z uz, z By X Q z;i LLI a 0 u, 0- � U.J C:) Zb:: > 0 CL "1 0 LL Z c* D SC 01 8 5�5 � 0 CY X z z 0 T-4 I Lu UJI T-4 C:) 1,0 z LU > Ln z z SCALE AS NOTED PLOT DA-M 05/24/2011 VERSION NO. 1000 JOB NO: 11- 7- 72 1. SPECIFICATIONS 1. 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 6rrMS 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 TR11-02. 1.2. DESIGN: 1.2.1. ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-05, ASCE 5rrMS 402-05 & ACI 530.1-05, ASCE 6/TMS 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 PCF 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. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (W/O STORAGE): 10 PSF (NON -CONCURRENT) 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEMS 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. ALL 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 PLF 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 2.4.2. 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 LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 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-l-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A185-01 _Y4 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-05 (STRUCTURAL CONCRETE) ACI 530-5 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN ft) 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-l-P GROUT 3,000 Psi 3,122 i 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): 31/2"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 Fm = 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. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WA-LLS 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 ASTMI 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 Ks! ROUND METAL PIPE: ASTM A53-01, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500-03a, GRADE B Fy = 461(si 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 EMBEDDEDTBOLTS 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 A36136M 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 105.11 - "A permanent s n which identifies the termite treatment provider and need for re -inspection anZreatment 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. Irrigationtsprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FRC R7D4- To provide for inspection for termite infestation, between wall covering aftd final earth grade shall not be less than 6 inches. Excepton: Paint ordecorative cementitious finish less than 518" 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 inifial treatment shall be retreated including spaces boxed or formed. 7. FRC R320.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with rmanent metal or plastic forms. Permanent forms must be of a size and depth that ZI eliminate the disturbance of soil after the initial treatment. 8. FRC R320.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutign. If ry 11 occurs b6fore vapor retarder placement, retreatment is requ, . 9. FIRC '92'.ml.o' te, rpour nd mortar along the foundation perimeter re v= re mnor s0i must , treatment. 10. FRC R320.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC 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 baMer 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 Servicee'. 14. FRC R320.3 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the buildinji This includes all grade stakes, tub trap boxes, forms, shoring or other ce ulose 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: FRIC 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. GLA.?JNG 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. 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 R3D8.4, ITEM 7. 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 RAILING. 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 T-O" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 120 MPH + 33.4 PSF I - 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" V/4" 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 %". 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 mom U 0 C� CO 0 E . oD ro U 0 iz, W V) C\1 0 N E 0 LO V) 0 0 a) 0 oil LL Cr) 0 d cli 0 -_c 0 le CL 0 0) 000 '0 oil CLOD U) < iz, ,* CF) U*) 0 't ­r 0 A E RD. A. ID es. 0 lon. W. U) i4, No QA, 'rA)r 2� 6 6 Z -,.c 2 �4 cx z z tv. P, LL0 To the best of the engineees 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) fy) ,u Ln Z:L- M 0 = 6 in ko > cl z > 0 z LL (U z 4_5 z .2) fo i � W LLJ _j CD fa Ln (1) L0 U Ln z z LU 0 22 z Lu LL 0 LUZ Ch �c!i 2 a. LL, . z U F- Lnu 0 0 r- OZ z < 0 0 z0aw Z < U 2: < z z Z C:) z 2za W cc 15 03 W _3 Ck T-4 C>L IL U 0 Lo D U 0 WO 2 LL, T-1 F- 0. 0 z @ LLI X z LLI, c) Uj T-1 2: 0 to T-1 Ln Z LU _j o LLI z 0 in LU a 0 0 Ix U Lu F_ 0 LL 0 Z Lzu Q � z z (=Y) � LLI 0 M 0 Ow zC < 0 r- t5 ro- 8 r*4 T-1 Uj X i,- !I 2R>90- 0 LL Z C) u, D <W LFU- 20: 8 < =) W in Cyx LL z z 0 LU __j LLI F_ c) %.0 u_ z - - Lu > Lf) F_ Z z 0 SCALE AS NOTED PLOT DATE 05/24/2011 VERSION NO. 1000 JOB NO: 11-0667-0672 SHEET NO. S N W-2 Z_ 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--l" (2) 16d TOENAILS 2' X 6' @ 24- O.C. 8-6" (2) 16d TOENAILS 2- X 8" @ 24- O.C. 11 1-0" (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=30fee� 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 1 14.7 1 _30.1 1 14.7 1 -48.6 14.7 1 -48.6 1 30.8 1 -33.9 1 30.8 -37.7 NOTES: I 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 CONNECT01 4,CrrY LATERAL CAPACITY FASTENERS CONNECTOR IFT CAPACITY LATERAL CAPACITY FASTENERS (s.y.p. #2) 1 _(_s_­P`F_)_] P 42) (S.P.F.) (S � MASONRY APPLICATIONS MASONRY APPLICATIONS HTA16 1615 1585 590 10-1 Od x 1 1/2" META16 1450 1247 335 1 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) 518" ATIR HTF22 5370* 4618* - 32-16d & (1) 5/8" A.B HTT22 5260* 5250* 32-16d Sinkers & (1) 5/9'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* - 8-1 Od & (1) 3/4" A.B. LTT19 1350* 1305* 8-16d Sinkers & (1) 3/4" ATIR LTT131 2825* 2429* 18-10d x 11 1/2" & (1) 5/8" A.B. 1_71­131 2310* 2310* 18-10d x 1 1/2" & (1) 5/8" ATR FRAME APPLICATIONS FRAME APPLICATIONS RT7 585 585 170 10-8d x 1 1/2" H2.5 415 365 150 10-8d x 1 1/2" RT16 1030 1030 645 16-8d x 1 1/2" H10 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 SPT22 725 623 260 8-1 Od Spi 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" SPTH4 2150 1849 12-1 Old x 1 1/2" SPH4 1360 1170 - 12-1 Od x 1 1/2" MUGT15 4265 3335 - 22-10d & (1) 5/8" ATR MGT 3965 3330 - 22-1 Od & (1) 5/8" ATR LUGT2 2260 1956 440 32-10d LGT2 2050 1785 - 30-16d Sinkers HTW20 1530 1325 95 20-10d HTS20 1450 1245 - 20-1 Od LSTA18 1235 1110 - 14-1 Od LSTA18 1235 1165 - 14-1 Od LSTA24 1235 1235 16-1 Od LSTA24 1235 1235 - 18-1 Od LSTA30 1640 1640 22-10d LSTA30 1640 1640 - 22-10d LSTA36 it�_t 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. ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + 4 + + + 4- + + + + 4 4 + 1-91 (TYP.) -0 "P') 6'-0' 6'-0" 4 + L1 L _j 15/32" CDX 00 PLYWOOD OR + 7/16" OSB + 4 + + 9 z + + + + + 4 + LINE 120 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE 120 MPH 3 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 0.1 13x 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 SCHIEDULEFOR E AND QUANTITY )FFASTENERS PRE-FAB CHIMNEY CAP FLASHING 2"A4" BLOCKING (SEE MANUF. USP SPT24 AT SPECS. FOR MINIMUM DISTANCE) EACH JOINT TYP. EXTERIOR FINISH -PRE-FAB CHIMNEY BLOCKING @ MID POINT Z (n ��WHEN CHIMNEY EXCEEDS 6'-0" IN HEIGHT �Z- rr 0 Z=� GALV.METAL /2" SHEATHING OR O.S.B. LU 0. FLASHING-� 1: A4" STUDS @ 16' O.C. MAX. 0 TYPICAL MTW INSTALLATION LC SE USP MUC 5/8"0 THRU BOLT U Iq ML R TRUSS 'OP PLATE I.0 TYPICAL USP MUGT1 5 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 x1l 1/2" NAILS UPLIFT = 1030# TYPICAL RT16 INSTALLATION TYPICAL HTA 20-18 / HTA 20 INSTALLATION CRICKET-/ GALV. MTL. FLASHING L r/-TRUSS TOP CHORD '<��USP 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 SLOPE us MP-34 ANGLE TYPICAL V TYPICAL CHIMNEY PLAN SCALE: 3/4"=V-0" FILL CELL--\ � STD. 90* HOOK U) W CONT. #5 STD. 900 HOOK BAR A BOND BEAM STEP CHIMNEYASSEMBLY 2"X4- @ 16" O.C. MAX. (2) 2"x4" BLOCKING wl 1/2" PLYWOOD FLITCH TYP. BOND BEAM ORR A U_ C M = 0 41 0 CV) E It C� 4- E Co') coo LU 0 r, 65 U 2 c 0 cX) P E VO 2 00 ) co M:s q '0 00 0 C CO 0 M 0 0) 0 :3 0 00 CL Co a) 0 LO 0 0 B 7) C 8 D. A. 94- N CE4" 6' LU Ln LLM. U, '0 - z .0 4z '5 kNz_�61 0. 5 ju &Or- C14 I -Z 70 UP 'Pj z- UM 01 6 < L 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. fn In 0 :3 6 'n ko > r-, cl fn C) > ON Cl) 0 > M L:- r*4 (U z z 4-J Z.21 M LU _3 � _j C) M W Ln CU Ln C3 Ln z z 0 LU L-U LCL, Oz _j Lu Z (A Lu z E U I, R 0 0 ro- 0z >_ z < () ZO (L w Z)- <U X < F- Z Z z 'W :5 DO 62 _j CL U 0 Lo 84 D U 0 T_q 8 is WW 13� 0 Z CL z LU X a LU '-4 2: r*4 0 kD X:r_4 Ln Z 0 LLI ji F- oc he uj a ZO 8 21 U IL_u 7) C-Qj 0 Z W U_ UX': 0 �Z- z cy- 2� = z LLI LU 10 z 0 0 0 < r < 6 LU r-4 LLI X n 2 9 0z LU -W� 2: 0 D < <!;E 0 a =) rL (Y V) z z _j LU LL 0 C) z LU z > z " _j SCALE : AS NOTED PLOT DATE 05/24/2011 VERSION NO. 1000 JOB NO: 11-0667-0672 SHEET NO. SN 1 SCALE: N.T.S. CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM HTW20 @ EA. CORNER ENGINEERED WOOD TRUSSES TYPICAL HUS INSTALLATION PRE-FAB CHIMNEY CAP FLASHING 2"A4" BLOCKING (SEE MANUF. USP SPT24 AT SPECS. FOR MINIMUM DISTANCE) EACH JOINT TYP. EXTERIOR FINISH -PRE-FAB CHIMNEY BLOCKING @ MID POINT Z (n ��WHEN CHIMNEY EXCEEDS 6'-0" IN HEIGHT �Z- rr 0 Z=� GALV.METAL /2" SHEATHING OR O.S.B. LU 0. FLASHING-� 1: A4" STUDS @ 16' O.C. MAX. 0 TYPICAL MTW INSTALLATION LC SE USP MUC 5/8"0 THRU BOLT U Iq ML R TRUSS 'OP PLATE I.0 TYPICAL USP MUGT1 5 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 x1l 1/2" NAILS UPLIFT = 1030# TYPICAL RT16 INSTALLATION TYPICAL HTA 20-18 / HTA 20 INSTALLATION CRICKET-/ GALV. MTL. FLASHING L r/-TRUSS TOP CHORD '<��USP 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 SLOPE us MP-34 ANGLE TYPICAL V TYPICAL CHIMNEY PLAN SCALE: 3/4"=V-0" FILL CELL--\ � STD. 90* HOOK U) W CONT. #5 STD. 900 HOOK BAR A BOND BEAM STEP CHIMNEYASSEMBLY 2"X4- @ 16" O.C. MAX. (2) 2"x4" BLOCKING wl 1/2" PLYWOOD FLITCH TYP. BOND BEAM ORR A U_ C M = 0 41 0 CV) E It C� 4- E Co') coo LU 0 r, 65 U 2 c 0 cX) P E VO 2 00 ) co M:s q '0 00 0 C CO 0 M 0 0) 0 :3 0 00 CL Co a) 0 LO 0 0 B 7) C 8 D. A. 94- N CE4" 6' LU Ln LLM. U, '0 - z .0 4z '5 kNz_�61 0. 5 ju &Or- C14 I -Z 70 UP 'Pj z- UM 01 6 < L 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. fn In 0 :3 6 'n ko > r-, cl fn C) > ON Cl) 0 > M L:- r*4 (U z z 4-J Z.21 M LU _3 � _j C) M W Ln CU Ln C3 Ln z z 0 LU L-U LCL, Oz _j Lu Z (A Lu z E U I, R 0 0 ro- 0z >_ z < () ZO (L w Z)- <U X < F- Z Z z 'W :5 DO 62 _j CL U 0 Lo 84 D U 0 T_q 8 is WW 13� 0 Z CL z LU X a LU '-4 2: r*4 0 kD X:r_4 Ln Z 0 LLI ji F- oc he uj a ZO 8 21 U IL_u 7) C-Qj 0 Z W U_ UX': 0 �Z- z cy- 2� = z LLI LU 10 z 0 0 0 < r < 6 LU r-4 LLI X n 2 9 0z LU -W� 2: 0 D < <!;E 0 a =) rL (Y V) z z _j LU LL 0 C) z LU z > z " _j SCALE : AS NOTED PLOT DATE 05/24/2011 VERSION NO. 1000 JOB NO: 11-0667-0672 SHEET NO. SN 1 SCALE: N.T.S. CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM HTW20 @ EA. CORNER ENGINEERED WOOD TRUSSES TYPICAL HUS INSTALLATION '<��USP 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 SLOPE us MP-34 ANGLE TYPICAL V TYPICAL CHIMNEY PLAN SCALE: 3/4"=V-0" FILL CELL--\ � STD. 90* HOOK U) W CONT. #5 STD. 900 HOOK BAR A BOND BEAM STEP CHIMNEYASSEMBLY 2"X4- @ 16" O.C. MAX. (2) 2"x4" BLOCKING wl 1/2" PLYWOOD FLITCH TYP. BOND BEAM ORR A U_ C M = 0 41 0 CV) E It C� 4- E Co') coo LU 0 r, 65 U 2 c 0 cX) P E VO 2 00 ) co M:s q '0 00 0 C CO 0 M 0 0) 0 :3 0 00 CL Co a) 0 LO 0 0 B 7) C 8 D. A. 94- N CE4" 6' LU Ln LLM. U, '0 - z .0 4z '5 kNz_�61 0. 5 ju &Or- C14 I -Z 70 UP 'Pj z- UM 01 6 < L 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. fn In 0 :3 6 'n ko > r-, cl fn C) > ON Cl) 0 > M L:- r*4 (U z z 4-J Z.21 M LU _3 � _j C) M W Ln CU Ln C3 Ln z z 0 LU L-U LCL, Oz _j Lu Z (A Lu z E U I, R 0 0 ro- 0z >_ z < () ZO (L w Z)- <U X < F- Z Z z 'W :5 DO 62 _j CL U 0 Lo 84 D U 0 T_q 8 is WW 13� 0 Z CL z LU X a LU '-4 2: r*4 0 kD X:r_4 Ln Z 0 LLI ji F- oc he uj a ZO 8 21 U IL_u 7) C-Qj 0 Z W U_ UX': 0 �Z- z cy- 2� = z LLI LU 10 z 0 0 0 < r < 6 LU r-4 LLI X n 2 9 0z LU -W� 2: 0 D < <!;E 0 a =) rL (Y V) z z _j LU LL 0 C) z LU z > z " _j SCALE : AS NOTED PLOT DATE 05/24/2011 VERSION NO. 1000 JOB NO: 11-0667-0672 SHEET NO. SN 1 SCALE: N.T.S. CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM HTW20 @ EA. CORNER ENGINEERED WOOD TRUSSES TYPICAL HUS INSTALLATION (1) LAYER UNDERLAYMENT FOR ROOF PITCH 412 & (2) LAYERS UNDERLAYMENT FOR ROOF PITCH 4:02. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.C. 12 HURRICANE ANCHOR @ EACH VARIES TRUSS (SEE UPLIFT SCHED.) W1 5/8"OR 1/2"HIGH STRENGTH RUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH RUSS BOTTOM CHORD OR 2x4 BLOCKING W/ _ZTTYP.) -7yP) METAL PL. UNDER EA. TRUSS I @ (U.N.O.) (OR %" GYP. TYPE "X' W/ 2-16d TOE NAILS @ EACH END 2-16d TOE NAILS @ EACH END MOISTURE BARRIER GARAGE W/A HABITABLE ROOM ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT (U.N.O.) (OR V8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT INSULATION BA ROOF COVERING S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 WHEN 7/16" O.S.B. MIN. SEE ROOF TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW NAILING SCHEDULE ON SHT. 8"x8!'xl 6" NOMINAL BLOCK WITH TOP PLATE SN1 3/8" MORTAR BETWEEN COURSES USP SPT24 ELEV. VARIES CONNECTOR Nx S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 5/8" OR 1/2" HIGH \-ALUMINUM DRIP 1/2" CDX PLYWOOD OR 7116" 0 S B CONNECTOR STRENGTH CEILING EDGE �AILUMINUM SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL BOARD PER CODE (OR 5/8' FASCIA EXTERIOR OR SHEAR WALLS AS HGT. < V-13". (2) ROWS 2x BLOCKING @ 3rd PTS HGT. < 8*4'. (2) ROWS 2x BLOCKING @ 3rd PTS GYP. TYPE ")C @ GARAGE %12' \0 L2x INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-13". FOR WALL HGT. > 8'-6". W/A HABITABLE ROOM N. SUB FASCIA SHEATHING W/ 8d COMMON NAILS @ 4' O.C. @ BOUNDARIES, 6- O.C. @ NSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN ABOVE) WIDRYWALL 2" VENTILATED SCREWS @ 7' O.C. S FFIT 0 8"x4"x16" NOMINAL 3/8" MORTAR BETWEEN EDGES, AND @ 12' O.C. @ FIELD CEILING & 8* O.C. WALLS BLOCK WITH 3/8" SLAB & BLOCK SP SPT22 CONNECTOR 5/8"* x 10""J" BOLT @24" 0. W/ 5/8"* x 10" "J" BOLT @ 24* O.C. W/ SP SPT22 CONNECTOR INSULATION PER 8.x8"X16m KNOCK -OUT BLOCK W/ 1 #5 CONT. MORTAR BETWEEN COURSES CUT TO 2"x3/116" PLATE WASHER (TYP.) 2"*x3/16" PLATE WASHER (TYP.) 1/2"x12" TITEN HD 24" CHART ON FLOOR FILLED SOLID W/GROUT SLOPE. Cl) ELEV. 0'-0" (ALT: 1/2"x12"TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: @ x P.T. BOTTOM PLATE O.C. OR 5/8"xl O'WEDGE ANCHOR PLAN OL A.F.F. O.C. OR 5/8"xl O'WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24 2" O.C.) @ 24" O.C.) 211 1x2 P.T. HORIZONTAL ELEV. 4-4 1/211 WWF OR FIBERMESH /6x6Wl.4xWl.4 WWF OR FIBERMESH NAILER 8" C.M.U. TYPICAL OL A.F.F. z ELEV. 4-3 1/2%gt-, 31/2"MIN. 31/2" MIN. STD. 90-HOOK (SEE DETAIL) PE "Sm MORTAR p: A.F.F. 2x4 CONT. 0 .7- , -. - . 1% , 1/2"(min 4" K /9-inni. I- A' EI I F��I I FEI 1 F'3 1/2"(min.)- 4' 04 A - : ;o Ed I I�d I F, &0 I 1=1 I IEI I F GARAGE DEPTH VARIES 10(min.). - 47. 3 112"(mo 7 4'. n) RCHITECTURAL FINISH 1x2 PT WD FURRING @ 24' O.C.-/ (2) #5 CONT. 411 V-4" 8- (2) #5 CONT. 4 1/2"GYPSUMWALLBOARD-'�'�- (1) #5 VERT. IN FILL U.N.O. MIN. U.N.O. MIN. U.N.O. CELLS(SEE GARAGE SLAB AT STEP TYPICAL BEARING WALL STEP @ SHEARWALL C� TYPICAL BEARING WALL @ STEP (' C C� FOUNDATION PLAN 1x4 P.T. BASE NAILER FOR LOCATIONS) SCALE: 314"=1'-0" � "SHEAR WALL" SCALE: 3/4"=1 '-0" SCALE: 3/411=11_0.1 4"x4" INSPECTION �3 3 1/4" BASEBOARD PORTATEACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR PEIS MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR 1/2"OR 7/16" OSB MIN. PLYWOOD SHEATHING MUNICIPALITY. CURB DUE TO SLOPE NAILED W/ 8d COMMON NAILS @ 4' O/C ,X6 L CONCRETE SLAB W/ 6XI 0- - /-NOTE:EXTEND 2x S.P.F. STUDS @ 16" O.C. A BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4* to 6" 2x STUD LOADBEARINGOR SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. Olt` f "05 C 1� (1) ROW 2x BLOCKING @ MID HGT. BELOW GRADE .G I d EXTERIOR WALL 8"C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS@ 16" O/C cilo FOR WALL HGT. !g V-15". (2) E .-!kr 17�7 z 1"x P.T. STUD THIRD POINTS ULATION PER CHART ON FLOOR PLAN ROWS 2x BLOCKING @ 3rd PTS SEE SECTION C/S3 FOR C-4 go #5 VERT. IN FILLED CELL /8"STUCCO FINISH PER ASTM C. 926 APPLY 3 :5K FOR WALL HGT. > 8'-6'. ADDITIONAL INFORMATION SEE CC/S3 OR LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2' GYP. WB (MIN.) @ GARAGE 6 MIL VAPOR t z G/S3 FOR ANCHOR 5/8"* x 10" "J" BOLT @ 24" O/C W1 2"*X 3/16" METAL LATH. FIRST 2 LAYERS 3/8' THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE. BARRIER TTI E 'D C14 BOLTINFO. 5/8"x6"..1" BOLTS BOLT @ 24' O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. ALOCK 5/8'- EXPANSION BOLT @24 " O.C. COMP. SOIL. (IF NO UP LIFT ON 5/8" x 6" WALL SEE GGIS3) EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD 11r 2x P.T. PLATE W1 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) (COMPACTED TO 95% MODIFIED PROCT R (6) 1/4'x3 1/4' TAPCONS *USP SPT22 TYP. SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR X P.T. PLATE 20" MIN. LAP #5 REINFORCING SPACE ANCHOR E BOLTS 6" MAX FRO M 6x6W1 x W1.4 ASTM D1557) C14 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED -j - BAR ;5 .4 04 END OF 2" x PLATE WWF OR FIBERMESH .3' MIN. CLR. (2) #5 REBAR CONT. ASSUMED FINISHED E PER MANUR Lu a "'�-#3 OR #4 REINFORCING BAR uj MIN. Fy= 40 0 ON 3"CHAIRS TYP. 4" 1 114' STD. 90 HOOK (SEE DETAIL) GRADE x .. \ .1 .. 2� #3 & #4 LAP SPLICE 0- co m Tj= I I= 9 U.N.O. MONO OR STEMWALL-, FINISH GRADE ;0 M Jk. 25"MIN. LAP 0- EEI El I F, TYPICAL WALL SECTION m FOOTING MONO SHOWN go - 60 Lu ul 11 Ir FOR CLARITY 6 MIL VAPOR 16 =1 I ---- R 17/8 Tj�= I J= SCALE: 3/4"= 1' -0" M I IHEI I lEd I IHI. I IEI I I--- Lz #5 REINFORCING BAR �3 z #5 LAP SPLICE =EIIIE1IIEIIF' (2) #5 NOTE: C%I *FOR BEARING WALL COMP. SOIL. (COMPACTED TO I 1 1-1 JiLl I F,,Ll r=,,,tl 36"MIN. LAP - ON 3" (TYP.) V-4" 8" (1) ROW 2x BLOCKING @ MID W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM Ttl-I'm bli - - - 10" 2x #2 SPF STUDS -\ HGT. FOR WALL HGT. :� 8'-6". (2) D1557) LIVI L1PEL1IF,, Lir�=WIVMI�,Wil -'���#6 @16" O.C. Wt (2) ROWS 2x BLOCKING@ 3rd PTS , : ­- I---; , I I . !--- ­� � i - 2 4" REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING 16d TOENAILS T & B FOR WALL HGT. > 8'-6". FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING K"E� REBAR DETAILS F� WALL W/ UPLIFT 1/2"GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" � �3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"= 1 �4' 1\ �3 SCALE: N.T.S. SCALE: 3/4"=V-0" � �3 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & SLAB INFORMATION. SLAB INFORMATION. @ 6" MAX FROM END OF 2 x PLATE (2) #5 CONT. ON 3- C%j 6 x 6 W1.4 x W1.4 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) WWF OR FIBERMESH Cl) WWF OR FIBERMESH 31/2"(min.)-4" 4 GRADE 00 1=1 I 1=1 I M 1 I 1EI I F, .-Aii 1111 :111 1111=11, IIF ld I III- I F�d I IE 11-111- El I MI I I I -I I fil I F� Pi - MIN. TYPICAL INTERIOR BEARING P.T. 2x 1/2" GYP. BD. TYPICAL THICKENED SLAB EDGE WALL W/OUT UPLIFT rG G HOLD GYP. BD. 21 1/2" FROM SLAB SCALE: 3/4"=V-0" SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" 1.,� 0101. CONT. BEAD SEALANT hj. FOR ADDITIONAL SLAB �3 -- - INFORMATION. BLOCK WALL BEYOND INTERIOR 2X STUDS @ 24 O.C. U.N.O. EXPANSION JOINT -3 1/2' VARIES MASONRY WALL AND OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO WALL BEYOND -13" O.H.D. RECESS GARAGE 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 PAD FOOTING RECEIVE PAVERS/ DRIVEWAY -___,--BLOCK CONCRETE SLAB CONCRETE NAILS W 11/2 1/2" GYPSUM WALLBOARD U.N.O. S.G.D. (U.N.O.) WWF OR FIBERMESH Q e E 8" MASONRY WALL - EXTEND FILL CELLS 14' O.H.D. RECESS EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8-O.C. STAGGERED, --INSULATION PER CHART C- CV PAVERS� 7­1 FROM BOTTOM 4 CONT. FOOTING STEEL-\ MAT REINFORCING. c, PLATE TO CONCRETE 7 ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT ... . ��] I F9 I Fd 11: - . ... . ... co z 4 TENSION 120#) ONCRETE SLAB 60 117 00 z 6 x 6 W1.4 x W1.4 0i 4 0 UJI LLJ ;0 ce) WWFORFI BERMESH -1 W D -W 0 ow 0 z 4" ;o F- C4 C0j - 0 0 m: 0 07 SEE A/S3 OR J/S6 SEE A/S3/J/S6 118- U- 6 MIL VAPOR "'��OOTING -1 FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER FOR REINF. INFO. BEYOND 111=1 I V 11-41, (1 STORY) OPTION #1 PAD REINFORCEMEN SEE A/S3 OR J/S6 V-8" (2 STORY) 4" 4" SEE TYP. WALL SECTION FOR ADDITIONAL (SEE SCHEDULE) FOOTING WIDTH FOR REINF. INFO. 3" MIN. CLEARANCE SLAB INFORMATION. SEE SCHEDULE 1' 4' (1 STOR)) V-8" (1 STORY w/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. rK"'� SLAB STEP & RECESS c@ S.G.D. m PATIO COLUMN FTG. DETA I L rN 1'.8" (2 STOR)) SEE TYP. WALL SECTION FOR SCALE: N.T.S. 1\ �3 SCALE: 3/4"=V-0" SCALE: 3/4"=T-0" \,,, �3 SCALE: N.T.S. S3 ADDITIONAL INFORMATION. GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3 ADDITIONAL INFORMATION. U 0 C - 4- V� C I" 0 CV) 1� a' (D E CO) wo 0 r, CD U OL a) E 00 .0 �zm a) c.2 c,) m ILL cr) 0) a) 0 dm.�d , 04 0 '0.0 o 0) 0 OD 0 0.00 0) < 0 0 8 D N C 9 D C o, C', U) E 0S To the best of 1he engineers know1ed".1JQ' understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residendal with 2009 revisions signed and sealed for the structural portion of this rawing. 11714 Ify) Z AR m 1­4 U) U) > z > 0 M 571 z ce 116� (%4 < 0) N %­0 z 4-J Z LU LU CD m Ln 4) L Ln n U z z LU 0 U05 LCL, ZO LU Z I.- ILA LU Z, Z. 2 6xv)mo z <0 Z�- z � j Z:c 8 ox: W,� C:) x Lz, zz CiIii -wi 8 - 8 c, 25 0 LU Cli W 0 z m z c) LU rq 0 ko 2: T-1 Ln Z 7", -j Ce 3: 0 0;� z a L. 0 0 UW � ti; co P 0 z11.1 LZLJ.:e Z CY Q =Z) 2E 0 & Lu 0 0 LD C'+4 U F<- x LU C:) � L>- g 0 z UJI < W x m � OL 0 LR a V)R6 z z< Lu 0 LL z LU > U*) P Z :5 AS NOTED PLOT DATE : 05/24/2011 VERSION NO. JOB NO: 11-0667-0672 SHEET NO. S3M VENT OR 2ND FLOOR SEE TYPICAL WALL SECTION 1/20 MINIMUM CEMENT FINISH —TYPICAL C.M.U. WALL 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C STANDARD 3'DIA. TEE 3/4' FURRING STRIPS (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) THREADED 3"DIA. EXTENSION DOUBLE 2*x4" S.P.F. TOP PLATE 1/2" GYPSUM BOARD SCREW OFF CAP I DIA.) W/ DRYWALL SCREWS 7 5/8" 8" 7 5/8,, 8" 7 5181, 8" 7/8" STUCCO FINISH PERASTMC.926 FOR CLEAN -OUT @ 8" O.C. OR 4d APPLY 3 LAYERS W/ TOTAL THICKNESS MIN. EXTENSION FROM DRYWALL NAILS 7/8" OVER METAL LATH. FIRST 2 CK Ll LAYERS 3/8" THICK EACH. 3RD LAYER SOLID AREAS ARE SOLID AREAS ARE EXTERIOR FACE OF BLO jK 1/8"THICK. WALLIS 1 1/2"MAXIMUM STEEL AND GROUT STEEL AND GROUT DOUBLE 2x TOP EXTENSION FROM EXTERIOR CRICKET AS REQUIRED I PLATE FACE OF BLOCK WALL IS 2 j1/4"' INTERIOR FULL 8x8x16 BLOCK USP SPT24 @ EA. STUD WALL TO DRAIN CL DOOROPENING _W DOOR OPENING DOOR OPENING — (t- 1/2" EXTERIOR GRADE SHEATHING W FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 10d @ 101 COMMON WIRE NAILS @ 4" O/C BLOCKING 4"O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6"O/C EDGES & 8" TO BLOCKING WALL CLEAN -OUT A� WALL O/C FIELD W2 4 T ___�(2) 2x HEADER SCALE: N.T.S. PER PLAN 2X4 PIT STUDS @ 16"O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS 2x BOTTOM PLATE W/ (1) 1 Od @ 8" 1STCOARSE 2ND COARSE 3RD COARSE VARIES O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 1 1"DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. USP HTA20 @ EA. STUD 2 x 6 (MIN.) FRAME MANUFACTURER. MOISTURE BARRIER LMAIN SPAN ROOF TRUSS WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW MASONRYLAYOUT (*D UPLIFT CONNECTOR � �4 8"X8"X16" K.O. BLOCK W1 1 #5 CONT. (SEE SCHEDULE) SCALE: N.T.S. � �4 SCALE: N.T.S. AND FILLED W/ GROUT 12 SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL__, ------ SEE ELEV. ,----_—_—PRE-ENGINEERED WOOD W/ STD. 90* HOOK IN K.O. BLOCK (TY TRUSSES @ 24' O/C VERTICAL JAM UPLIFT CONNECTOR KNOCK -OUT_ 5/8"DIA. x 8" J-BOLTS AT 6-314", 41-314", 71", AND 96-3/8" ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E� (SEE SCHEDULE) BLOCK W1 (1 NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. 11r)"PI P '3yA QDP *') )#5 FOR CONCRETE PLACEMENT CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) SCALE: N.T.S. S4 TOP PLATE 2x S.P.F. STUDS @ 16"O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSSABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD (2) 10d TOENAILS T&B AS REQ'D U BLOCKING @ MID "x 0 L U N13 ('v m �.�2x PO IN T E Ry OT H E R POINT EVERY OTHER ST D ) 1 1 dN A 'LS STUDW/(3) 10d NAILS U W 3 CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 12d TO TRUSS BELOW 8 STD. 91THOOK78.-,=, LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W1 (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION TRUSS BOTTOM CHORD OR 2x4 LBLOCKING W/ 2-16d TOE NAILS a EACH END C TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL 2"x BUILT-UP COLUMN DOOR STOP SEE PLAN FOR MORE INFO W /77—�j 1 TOP SPLICE 0 MOLDING 2 ROWS 10d @ 3" O.C. (14 18-10d NAILS U3 2x TOP PLATE GARAGE NAILS TOTAL) EA. SIDE OF 2-16d NAILS @ 24' O.C. OR DOOR SPLICE STAGGERED EQUAL TO TRUSS BOTTOM 2 x 6 P.T. 7" 5/8"DIA. X 12" EPDXIED ATR CHORD OR BLOCKING (44/41 W/ MIN. 8" EMBEDMENT 2x STUD @ 24' 1 Od @ 8' O/C *MAX 5/8"W/ 5/8"W.A. W/ 5 1/2"MIN. EMBED O.C. MAX. I/kI -PROVIDE P.A.F. NAILS OR Cle. 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. UPLIFT= 4290# (SPF SYP #2) SEE AIS3 FOR 1 PLATE TO CONCRETE DOOR TRACK REINF. INFO. W/MOUNTING ANGLE OLVI-N NU III, I I r-.1 NOTES: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BIE BOTTOM SP LIC 1/2" EXTERIOR GRADE SHEATHING FILL LINTEL AND ALL CELLS ABOVE LINTEL. AT LEAST 4'-0" LONG. TYPICAL OVER STUD FASTENED TO TRUSSES WITH 8d COMMON NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4" INSPECTION TYPICAL INTERIOR NON - WIRE NAILS @ 4' O/C BOUNDARIES 6' O/C 7 PORT EDGES & 8!'O/C FIELD @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL j TYPICAL GARAGE DOOR BUCK (K TOP PLATE SPLICE DETAIL USP HTT16 N� USP SPT22 @ EA. STUD VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE:NTS 2x P.T. PLATE PROPERLY. � �4 � �4 � �4 ZROOF TRUSS SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/8"EMBEDMENT HDI IPT f1f%MMPr1TnD Mr= QPWIII 9:1 n4 OPENINGS LESS THAN OR EQUAL TO II IN WIDTH DO NOT USP C REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8111116" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER FLOOR PLAN. AND FILLED SOLID W/GROUT rG TYPICAL FILLED LINTEL ASSEMBLY 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK SCALE: N.T.S. � �4 KNEE WALL ABOVE MASONRY WALL DETAIL rF�� SCALE: N.T.S. � �4 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 11-4- (1) (2) (1) (2) (1) USP LSTA30 41-9' (2) (3) (2) (2) (1) LISP LSTA30 (3) (3) (2) (3) (2) LISP LSTA30 Ubil bil 14 SPT24] USP SPT4� SPT241 SP SPT4 ____0SP ROOFTRUSSABOVE 2X TOP PLATE OVERLAPPING 2X BLOCKING 2X STUDS @ 24" O.C. 111 V \\-NAILED V 81, x1 0" "J" BOLT @ 24' O.C. MAX. V INTO 10d NAILS @ 6' (2) 16d TOE NAILS MIN. (2) PER TRANSOM STAGGERED EA. BLOCKING BOTTOM PLATE TRANSOM FRAMING FRAMING WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE SECTION A r. 1. btt =U I IUN PJVbl PLATE AND BB/Sl FOR 2X8 WALL ABOVE CREATE A SOLID BASE FOR ** HOLD DOWN CONNECTIONS ADDITIONAL DETAILS ENTRY 1/2"X9 1/2' PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING SCRAP MATERIAL--� WALLS NOTED WITHOUT UPLIFT USP SPT22 0 K.O. BLOCK WI(l) _j SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION \-IJSP S�T4 -U SP SPT4 USP SPT4 RECESS _J-BOLTS @ 24" O.C. MAX #5 CONT. & FILLED LINTEL 5/8"IIOLTS 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE -------MASONRY @ 2'-0' O.C. FORM CREATES CONCRETE RECESS TO 2x4 (NOM RECEIVE GARAGE DOOR AND TO ALLOW @ 12' O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12"O/C FOR 2"1 OR 2X8 P.T. BOTTOM PrE WALL FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH 2x CRIPPLES @ 16" O.C. W/ (2) 12d GREATER HEADER TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B BOLT @ 24" O.C. MAX. ki 'rE)He1-rI^K1 ^I=rUIQ C^1131A AKIV USP C (MIN. (2) PER BOTTOM PLATE) C k I n1a 10 m 1 1VI-4 r-vn -V 0 1 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END \— (2) 2x HEADER SEE PLAN MOUNTING BASE NOT SHOWN MOUNTING BASE SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 10d NAILS @ \—INTERIOR HEADER FOR CLARITY SEE DETAIL IN POSITION (1) 2x SILL PLATE W/ (2) KIS4 GARAGE ENTRY FORM DETAIL O/C TYP. BOX HEADER 12d TOENAILS. SEAT FOR BLOCK IS POURED 6 MOUNTING BASE SCALE: N.T.S. DOUBLE 2X ONLY EXTERIOR HEADERS IN PLACE CONCRETE CRIPPLE STUD (1) 2X SILL PLATE W/ (2) GARAGE FLOOR SLAB I�I , , J� /-8x8xl6 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TYPICAL (U.N.O.) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x TROWEL FINISH SEE SILL PLATE W/ MP3 CLIPS GENERAL NOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK EACH SIDE CONNECTION ASSEMBLY GARAGE FLOOR '-2X STUDS TYP. �J:I TRAVEL DIRECTION OF FOR DRAJNAGE USP HTT16 TYP. U.N.O. SEE N/S4 GAPAGE DOOR HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT MOUNTING BASE DETAIL SCALE: N.T.S. P.T. BOT. PLATE SEE PLAN FOR FOOTING 'BoTroM OF MOUNTING B DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL SHED FORWARD THIS DRAWING. WAI I W ArWp r)I=TAII UO"Or"'I SPT24] or, or us SP TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL \-NAILED INTO TRANSOM FRAMING USP SP�2T SID /-Su PT4 2X8 P.T. BOTTOM nD PLAT I E 1 Old NAILS@ 4' 1 Od NAILS @ 6' O.C. STAGGERED A STAGGERED FRAMING 0 NTRANSOM BEYOND. L PLYWOOD 0 SHEATHING PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4' O/CBOUNDARIES 6"O/CEDGES L & 8"O/C FIELD .—PLYWOOD SHEATHING MASONRY P WALL BELOW 5/8"X10"J-BOLTS @ 24"O.C. MAX. (MIN. (2) PER BOTTOM T4 PLATE) ALTERNATE: 518" DIA. ATR EPDXIED MIN. 6"INTO BOND BEAM C AIAIKIIIII CT 11 0 AlOnXIC @ 24' O.C. III V PARTIAL INTERIOR ELEVATION 5/8"xl 0""J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. � �4 (MIN. (2) PER BOTTOM PLATE) (D C U E It- 00) 4- ro E 'on 605 0 N co U ;; P'51 iZ- E 00 VO ) V1 C: C CO M -E LL 0 q goj -0k 0 '0. o 0) 0 00 00 0 C' Lo It 0 0 A 0 N*C 11 D C 40 ; 11 ' A. 41 C E ;t 5Aati cm,) Oat ")a 41 _z- 6.1'zo- J-0 LL T liffun, L ////,,0; L To the best of the enginee a no ge an un Man ng, a structura ans an specifications compty with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. (y) CL) Lr) Z m 0 6 N C=) in C:> > 0 Lj_ z t-4 z z .2) m _3 W LU _j Ln Ln mi z z LU of 0 . E 0z z Ch � LLI 4z 2 1: (LAL, no OR 0 0z z b C<1� Z C> z z ILD z in zw, 0 U"' g D 0 z c) Uj z LL" T-1 2: to r,j 0 ko X:V-4 Ln o; Vi I.- 0 W ZO .2-1 -z - Iz- z z 0 LU CY 2 �=' �F twq _'.zx 8 r P;5 � -Q;5 8 ui x i­- oz LU C:) - 8 9 ui < 0, !� v-, 20: on 23 < of RX LL z 0 _j _j < c) LL z Uj > z z 0 SCALE AS NOTED PLOT DATE 05/24/2011 VERSION NO. 1000 JOB NO: 11-0667-0672 SHEEr NO. %S4 33. SEE STRUCTURAL SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS 2x4 BLOCKING 2x4 "T" BLOCKING __16d NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND W/ (2) 16d NAILS SCHEDULE FOR @ 48' O.C. NAIL SHEATHING DETAIL 2"x4" OUTLOOKER @ 24" O.C. 7 7KNAIL NAILING SCHEDULE FOR USP RT1 6 OR EQUAL @ SHEATHING DETAIL 2X4 OUTLOOKER @ 24' "L" BRACE SHEATHING DETAIL EA. OUTLOOKER 7 2"x4" OUTLOOKER O.C. (OPTIONAL - SEE ELEVATIONS) BACKNAIL W/ (2) 2x4 OUTLOOKER @ 24" O/C ATTACHED W/ W 10d NAILS @ 4' O.C. TYPICAL TOPCHORD BLOCKING FOR FIRST FOUR ROWSOF 45* 24" MAX. TOP CORD BLOCKING 45*± 2X4 CONT"L" BRACE TOP CORD BLOCKING USP RT1 6 OR EQUAL @ NOTES AND NAILING TRUSSES @ USP RT1 6 OR FOR FIRST FOUR FASTENED W1 (2) 1 Od 3'@ 24" O/C. CMID FOR FIRST FOUR ROWS EA. OUTLOOKER SCHEDULE FOR SHEATHING DETAIL USP RT1 OR BLOCKING FOR FIRST FOUR ROWS GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL r5 -EDGES OF 2x4 CRO S BRACE EQUAL @ EA. ROWS OF TRUSSES @ HEIGHT OF TRUSSES @ EDGES EQUAL @ EA. OF TRUSSES @ SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF 2x8 SYP#2 "L" BRACE TO OF SHEATHING TYPICAL BLE TOP PLATE 2x4 CROSS BRACE APPROX. 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF SCALE: N.T.S. �, �5 TYPICAL @ RIDGE FASTENED AT ,48"O.C. EACH JOINT W/(3) 10d "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER @ 8'-0- O/C. EXTEND @ LEAST 90% OF USP 8" FROM RIDGE FASTENED AT APPROX. 8" FROM RIDGE FASTENED AT SHEATHING TYP. 2x4 "T" BLOCKING MAX. & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB LENGTH (SEE TABLE) 2x4 CROSS BRACE WEB LENGTH & NOTCH @ SPT4 @ EA. EACH JOINT W/ (2) 10d & (2) EACH JOINT W/ (2) rl" BRACE TO EXTEND AT LEAST 90% OF WEB 2x4 BLOCKING @ EA. END @ 48" O.C. APPROX. 8" FROM BOTTOM CHORD (SEE STUD 1 Od TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) 48n O.C. 2x6 P.T. GABLE TRUSS SILL RIDGE FASTENED AT EACHJOINTWI(2) 10d TABLE) USP RT3A WITH 8-8d __2X6 FRAMED WALL - SEE NAILS @ EA. END GABLE TRUSS "L" BRACE ATTACHED 16d NAIL 1/2" CDX PLYWOOD OR 7i16"OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP WALL SECTION FOR SPACING 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 4" D.C7\\\' ATTACHED W/ 10d EA. END �[117 '\� BLOCKING -1/2" CDX PLYWOOD OR 7/16N @ 48"OIC FOR THE 7/16- OSB SHEATHING TYPICAL NAILS @ 6" O.C. EDGES I — GYPSUM WALLBOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF ATTACHED W1 10d NAILS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48' O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR if W/ 10d NAILS @ 6"O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" O.C. FIELD GABLE TRUSS WEB 1 OdX3- @ 3' O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING I i X AND 12" O.C. FIELD END TYP. TOP & (2) 16d NAILS SINGLE "L" BRACING DE TAILr6_-� PV THROUGH CHORD CORD ATTACHED W/ (2) 16-d TOENAILS ATTACHED W/ 1 Old NAILS 0 (2) 16d NAILS BOTTOM ATTACHED W/(2)16-d TOENAILS T'ON TOP OF PANEL INTO 2"x6" P.T. PLATE 2"x4- LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING 48-A 2x4 BLOCKING T BLOCKING, FASTEN WITH SCALE: N.T.S. 2x4'7 ON TOP OF PANEL BLOCKING�' WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD O.C. FOR THE FIRST (4) ROWS —Ar - 1 Odx3' @ 4" O/C DIAPHRAGM FASTEN WITH 1 Odx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL 5-f NOTCH "U'BRACE HERE OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL BLOCKING @ @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH USP HGA10 @ 36" 48" O/C MOISTURE BARRIER USP HTA20 OR EQ. @ 6-0" O.C. TYPICAL. INSTALLED PER MANUF. W/ (2) 16-d TOENAILS 1 Odx3" @ 4" O/C O.C. TRUSS 5/8"x 10""J"BOLT @ 32' O.C. MINIMUM 6" FROM ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4' 0" P@ MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM DBL. TOP STUD WALL TRUSS VERTICAL PLATE SPLICES W/ 3/16"x2m 0 PLATE WASHER USP HTA20 @ EA. TRUSS O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT PLATJE� (SEE TYP. SEC.) U1 VERT. WEB (24' O/C MAX.) W/7-10dxl 1/2' AND TO MASONRY W/ (3) 3/16"x 2 1/4" TRUSS) USP SPT24 @ EACH STUD (2) 2"x8""L" BRACE NOTE: IF EMBEDDED TAPCONS. SECTION SECTION SECTION FASTENED WITH (3) 16d PER SIDE STRAP MISSED VERTICAL SECTION WEB; USE SCISSOR GABLE "T" BRACE MSTAM36 ON OUTSIDE SCALE: N.T.S. SCALE: N.T.S. '\L5 SCALE: N.T.S. \,,., �5 SCALE: N.T.S. � �5 AS PER HIB 91 SCALE: N.T.S. L 2x4 OUTLOOKER QA A"AM, It A 01 fl kit' 1A11 I AIA 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. REFER TO SECTION 1A ON SHEET S5.1 L SEE STRUCTURAL DtMN1-Q%1L VVI E16d NAILS kZ) @ 24' O/C �W_ x U RI V-) WOOD TRUSSES TOE NAILS @ EACH END @ FOR X-BRACING, AND x 7 NOTES AND NAILING TOPCORD 24" O/C (TYP) TOPCHORD a SCHEDULE FOR 6R BLOCKING FOR LISP HGAM 10 W/ (4) ao 00 SHEATHING DETAIL USP RT16 FIRST FOUR ROWS X x x 1/4"x1-3/4" WEDGE BLOCKING EQUAL @ EA. OF TRUSSES @ BOLTS & (4) SIDS 1/4" INFORMATION _1L1 1 2 2"X4" CROSS BRACE OUTLOOKER 24"MAX. EDGES OF x 11/2" SCREWS —TWOODTRUSSES ;o 00 APPROX. 8" FROM SHEATHING TYP. LV RIDGE FASTENED AT \0 "L" BRACE TO EXTEND 2X4 RAT RUN BRACING EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2) 10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS a z TRUSS SPANS ATTACHED W/ 2 - 16d 1� 2X4 PANEL BLOCKING //_1/2" CDX PLYWOOD OR 7/16" \-BRACING W/(3) 10d x 3 @ W @ 48' O/C FOR THE (2) 16d NAILS OSB SHEATHING ATTACHED AT EA. TRUSS JOINT (2) 2" x 4" LAM I NATIONS W/ (1) ROW (3) 2'x 4" LAMINATIONS W/ (1) ROW (3) 2"x 6" LAMINATIONS W1 (2) ROWS OF FIRST (4) ROWS OF W/ 10d NAILS @ 6' O.C. EACH CONN. @ 24" O/C t'\ 2X4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILO (D = 0.148', L = 3") OR EQUAL (D = 0.207', L 4 1/2") OR EQUAL (D = 0.207', L = 4 1/2') OR EQUAL TRUSSES FROM EA. E GES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" WEDGE BOLTS & SDS 1/4" 1 MOISTURE BARRIER O/C W/ 2 - 16d END TYP. TOP & BOTTOM ATTACHED //---JACK TRUSS SEE PLAN FOR (4) x 1/2" SCREWS \\"-BOND BEAM TOENAILS @ EA. END NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 112" LAG SCREWS OR EQUAL W/ (2) 16-d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) MASONRY WALL \\\-ARCHITECTURAL FINISH NOTE: 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 2x4 'T" ON TOP OF PANEL—/ 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING /TOP & BOTTOM CHORD (SPACE AS SHOWN FOR 3-PLY) OF THE LAST LAMINATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ 1 Odx3" @ 4" O/C (2) 12d TOENAILS Aj THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. (a) COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 2) "T' BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES NON - LOAD BEARIffG LOCATION D� B.U.C., SAME NUMBER OF ROWS, SAME SPACING) — EXT. WALL CONN. @ NON - LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" � �5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8� SECTION 9 BEARING LOCATION (UNEVEN CLG.) E� REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 AS PER BCSI 1-03 SCALE: N.T.S. ADDITIONAL INFORMATION. SCISSOR TRUSS x x 12 w 2"x4" OUTILOOKER @ 24- 'k 0 C W/ 1211 Od PER JOINT MINIMUM 2x OVERLAP TRUSS BRACING CROSS BRACING 47 x PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP (SEE PLAN FOR WOOD TRUSSES LOCATIONS) 1063" O/C @ - 2mx4l' TOENAIL 6" O/C RUNNERS W1 (2) 16d TYPICAL (2) 16d P R NAILS Ir MAX JOINT __��L "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4' (U.N.O.) 1" BRACE 2'x6' (U.N.O.) "L"BRACE 2411 010" - 3'-0" 31-0" - 61-011 6'-0" & GREATER SCISSOR GABLE - (1) 2'W #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING d LU 9 co 9 9 9 CD > < C) LU 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) N F 2"x4" MIN. SEE WS5 ALTERNATE NON -DROP \\\-MINIMUM � NOTE: . _L — I I INUOUS BOTTOM CORD BRACING GABLE END DETAIL MINIMUM (2)16d PER JOINT 2x4 TRUSS BRACING 1) 'L� BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES \-COSMETIC DROP CEILING FRAMING �j SCALE: N.T.S. BRACE TO EXTEND FULL HEIGHT OF GABLE. SCISSOR TRUSS CROSS BRACING DETAIL TRUSS BRACING OVERLAP DETAIL M� SCALE: N.T.S. � �5 2) 'L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" OIC. 3) SEE 6/S5 FOR MORE INFO. SCALE: N.T.S. �' �5 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS GABLE TRUSS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION S6 4 -L" BRACE W/ 10d @ 4" O.C. 12 3 (SEE SCHEDULE FOR SIZE 12 6.91 MAX. ENDJACK S5 AND LOCATION) 12 DOUBLE TOP PLATE 6.9 MAX 1" BRACE W/ 1 Dd @ 4' 01C 6.91 MAX. (SEE SCHEDULE FOR SIZE 1 V-0" MAX. I �5 AND LOCATION) � GABLE TRUSS USP LSTA 18 r6 "*\ W 6 "1�7 0 CORNERJACK __ __- FT N, X -"I I= W z 7 11 It 11 1 W IN 7431 0 01 % H 11 TUDS @ 16" O.C. HIP FRAMING REFERENCE PLAN CONT. BEARING DBL. TOP PLATE STUDS @ 16' O.C. USP SPT24 ONT. BEMING USP HCA10 (TYP.) WOOD FRAMED GABLE END BRACING DETAIL @ EACH STUD GABLE END BRACING DETAIL GABLE END BRACING DETAIL SCALE: 314"=V-D" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.' FOR WIND SPEED SPECIFICATION MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. C (D 0 70 L 0 E .0,5 0 p, OD U in 0 (D 34 P E 9 b 0 UV1 cc M cas q cc,,)) a) t 0 -c) - Cq -0" (D 0 �Ced �5 110 3 000 CD 0 0. LID 0 11 a) A 0 _ 8 D. N G B D C If%% FIT Z�j '1 "0" 0 1. EIV.."* 0 1 _1% I . �; f* 561�76 S t2gs'--c U_ .7 5_0 6; EI-6 ky L To the best of the engineees 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. C14 (1) Lin da :t-- CV) (::) :3 0-4 > z < -0 0 z a: Ce :t f%4 ZD r"% < = z z .2) M _3 � LU L1.11 _j CD (0 Ln 0) Ln Ln z z LU 0 z W Lu ILL. z _j U, L U a cr U ro- LVU) 0 09 Z zo 0 17.4 T-1 z F - >- <z b x 0<� 'E": Z Z Z C:) X: uz� F<- :Zw LU CC -1 � E314 U =):r 8 81 a ce 0 LU C%I 0 z LU x LZU 0 Ln Z 0 Lu Z 0 0 8 21 U Uj - _j F- LZn CO 0=, -g) Z Lu CY z �:' 0z LOU �r: 8 r r-4 8 UJ z Lu 1, 8 9 0z'-L LU C) 10 (A Syx ILL z 0 z _j LU UJI 0. � I-E II- a kD LL z W > V) z z SCALE AS NOTED PLOT DATE 05/24/2011 VERSION NO. 1000 JOB NO: 11-0667-0672 SHEET NO. S5 L 1X4 1/2" DRYWALL IX4 DOOR JAMB (REFER 1X4 F11/2" DRYWALL DOOR JAMB (REFER 1 x 11/2* DRYWALL 1X4 DOOR JAMB (REFER P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS .T. FOR CONN. DETAILS X 4 FOR CONN. DETAILS 1X4 3-1/4' LONG X 3/16"0 1X4 FURRING LONG 3/16"0 X 3" LONG TAPCONS FURRING 3/16 -1/2 NG '9X3 FURRING TAPCON. INTO STAGGERED @ 16- L 1X8 P.T. TAPCONS S GERED STAGGERED 16" C. 2X8 L, I 1X8 BLOCK@ SPACING 1" DETAIL O.C. 2-ROWS INTO 2-ROWS INTO PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL MASONRYTHROUGH 311 DETAIL W P.T. & 1x8 P.T. I x8 P.T. & 2x8 P.T. 3/16"x 3 -1/2" TAPCON @ 16- T 0 O.C. & 4" FROM 1X4 P.T. 3/16"x 3 -1/2" DOOR JAMB (REFER 1X4 1/2"DRYWALL DOOR JAMB (REFER E EACH END W/ MIN. DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR K FOR F__ TO SHT. SDW2-K1 2" EDGE DIST. 42 TO SHT. SDW2-K1 CONN. DETAIL S FOR CONN. DETAILS FOR CONN. DETAILS 2 .0 10d @ 12' 0 C 1X4 FURRING rC 2X8 P.T. WITH 3t1 6"D X 3" 2x P.T. AS REQ'D T 2X8 P.T. LONG TAPCONS STAGGERED @ 16"O.C. L 2X8 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS[ cc SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4"x 3 1/4"TAPCON ( 11/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX 2'-W 1 X 4 FURRING ir SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2"DRYWALL 8d NAILS AT 8"O.C. AT BUCK 2 x 8 45A DIAGONAL INTO (4) 10d NAILS INTO BRACE(S) BLKG 2 x 8 BRACE/ BLIKG. 7n 7/16"OSB BUILT UP PLWD. BUCK CUT HOLE IN O.S.B. FOR I OLEIN B F R ARCH PANEL 0 -S - 0 SCRIBE (NOTCH) IS POLY -CELL IN THIS AREA C LL 1 � BACKSIDE TO FIT ARCH , 1 M &II ImTn q (4) 10d NAILS INTO 2x8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR-/11 I \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU --\ 1-1/2" THK. OR MORE BUCK WITHIN 6* MIN. OF START OF ARCH ARCH DETAIL SCALE: N.T.S. �s SECTION A -A 8- 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4"x 3 1/4"TAPCON (1 1/4' MIN /4" MAX EMBEDMENT INTO 2'-0- BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8 O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWN-, VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INS TION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16"OSB ARCH PANEL k�;�A TO FIT ARCH CONNECT W/ �7� 8d NAILS '�'-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL 13-13 SCALE: N.T.S. �s GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRC / FBC A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8 PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE *S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED"OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. • PRESS PANEL REINFORCING INTO PLACE. • COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTUIRER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 1/4"x3l/4"TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED --- 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4' MIN. OF BRACE START OF ARC 4'MAX. RAD. SECTION B-B 8" EQUAL 20 ga. PANEL ANCHOR -\ 9 ga. PANEL REINFORCING COURSE) (EVERY OTHER SEALANT GLASS BLOCK DETAIL MAX. 8" PROPER INSTALLATION FILL SOLID BOTH CELLS #5 REBAR (I STD. 90A HOOI riL DI 11L Z_ +5" PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4'MAX. RAD. EXPANSION STRIP ,�, <1/4" EXPANSION BOLT (2 PER ANCHOR) EXPANSION STRIP EALANT 6' MIN. LAP SPLICE W/ REINFORCING PANEL : (TYP.) NOTCH WEB AT THE FIRST 2 COURSES FILLED CELL PER FOUNDATION PLAN UPLIFT CAPACITY = 945 # FOR 1 STRAP = 1890 # FOR 2 STRAPS 1-PLY PRE-ENGINEERED TRUSS USP RT1 6M W/ (8) NA1 1 NAILS & (6) is x 21 4 4 TAPCONS 1 Od NAILS x 112" NAILS AND (4) is X 1 3H WEDGE BOLTS (1) STRAP 1225 4 4 (2) STRAPS 2450#1) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%' WOOD SCREWS @ 16' O.C. MAX. OR IF MASONRY WALL USE (3) 1/4' X 3 1/2' TAPCONS AT 16' O.C. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) -12d NAILS 2X6 TO 2X4 ,HE!, 7 6" MIN. LAP SPLICE NOTE: SEE GLASS BLOCK INSTALLATION NOTES. *(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FRC TABLE R301.2.1.3) *(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FBC TABLE 1606.1.6.1) 12 SEE LAN JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN USP RT3A 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 41/2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4' X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY SCALE: 3/4"= V-0" � �s MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL I IkIAnf%E:0-rA0I C IK10-rAl I -rli"%Kl FILLED CELL INSTALLATION H SCALE: N.T.S. SS + + + + + + + + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL---/ SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-O"O.H. (2) 10d NAILS @ 8- O.C. TO TRUSS TOP CHORD ?'/Y PLYWOOD SHEATHING BLOCKING AS REQUIRED + TO SUPPORT + SOFFIT + + SEE ELEVATION FOR OVER HANG (MAX. 4'-0") J-A SECTION @ ROOF EXTENSION rM SCALE: 3/4" V-0" 1\ �s HTT16W/(18)-16d NAILSTO W.W.M. AT PERIMETER STUDS & (1) - 5/8" DIA. ALL (1) #5 BARS CONT. WHERE THIS CONDITION THREAD ROD EPDXIED W/ OCCURS TOP WITH MIN. 3" F SIMPSON "SET" EPDXY MIN. COVER 5" EMBEDMENT & 3" MIN. EDGE DISTANCE F.F. I k > 11EIIIE I m I I, T 0. k M I Mi I El I I M1 I M1 11. 6E Ea_ IE61 I FLE�11 I 1-== -11 1EE1 I 1�1 , 1�zd I M 11: -I I p��l I r GRADE _"'�(2) #5 REBAR. MIN. 3' 16" MIN. oo, COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4"= V-0" Q= QI49:PT n2 AND FOR RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" 2-x BOT. PLATE W/ (2) 10d @ 6' O.C. 3/4" PLYWOOD DECKING GLUED - AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 112"O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4' O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL -METAL SEAT PLATE NOTE: 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ LAP SHEATHING TO TRUSS VERT. WEB BOTTOM OF BAND JOIST TYPICAL USP HGAM 10 @ 12' O.C. w/4-SDS 1/4xl 1/2" SCREWS INTO BAND JOIST & (4) 3/16'xl-3/4- WEDGE BOLTS INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FI LL 1 st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS.� OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/8' TO 11/2" NOTE: FOR OVERHANGS LESS THAN 3/8' - NO REPAIR REO'D. 11-011 51-011 45 BAR A CENTERED W/ L. .1 W HQO IN TOP b KNOCKOUT/ -04 CHAIR BLOCK MONO FOOTIN G 1z SIZE AND REINF. PER PLAN -7 AND SECTION DETAILS - CLEAN FILL DIRT 71 �-STANIDARD . > 99 HOOK �> #5 BAR IN L j,, FILLED CEL v V v ^�k, 7 STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. 41 EXISTING BOND BEAM. DRILL 3/4"X6" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE #5X6'EMBEDDED INTO cr z D BEAM 0 o) < i FILL CELL FULL HEIGHT W/ U_ 0 Uj 9 NON SHRINK GROUT. A'� Uj _j CL LL 0- M 5X6'EMBEDDED INTO 2� 2 EXISTING FOOTING to C*4 DRILL 3/4"X6" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL 1% "Eve$ 1ki tl^klfl LAJ SAWCUT SECTIO KA N 11-JU SCALE: N.T.S. SCALE: N.T.S. gooft =011M 1W 0 U 0 E It M m 1� +2 a) M E co) So 0 r, CD U 0 .2 P51 F� E c 00 _0 M ot q a):2 c -2 w LL '-E 0 (D -E 0 0.0 = 0 00 0 0. CD U) 0 v �z� 0) 6 A 5 D N c B L' c eoe.......... E. N fV -,g 60* :1 0 op ANN, uj z C. in 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-1 CY) r4 rn (V U" Z :t�-_ Inn 0 6 > N CD rn CD rn N < M 0- 2: CU 0 > a: M N 0� z ILU CD fu Ln W Lr) U Ln < z z LLI W2z uj u_ _j U, z ui W z a 0 z r1-4 z z>-z<80xa,� Z. ;5 Z, Ck S 3: 80 8 quel Coll 0 z = Z. c) Uj oe r-4 0 ko =T-1 un Z 3: LU 0 W a 0 , t w 'In, ZO or- 0 uz, z &Z z Is— LU nomo R 8 r Ils-4 P V 6 W Uj C:) z > z < uj co- nww :E? :c 1.- 20 M < fl� z z < 16 k9 Uj 0 T-q (L C) I".0 z LU > Z z 1­4 0 _j CIL SCALE: AS NOTED PLOT DA -rE 05/24/2011 VERSION NO. 1000 JOB No: 11-0667-0672 SHEET NO. SS 011 PRODUCT APPROVAL SPECIFICATION SHEET ii,s required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the infbrmation 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 ocall product supplier should you not knaw the product approval number for any of the applicable listed products. Categoryll'SubcategorV Manufacturer Product Description JApproval Number(s) Test Pressures 1. EXTERIOR DOORS I A- SWNGING Ics Plastpro Inc.ff NanY2 Plastics Distinction Fiberglass Entry Doors 'FL6184-Rl +65.01-65.0 psf ThermaTru Smooth Star/Fiber-Classic FL8&1&-Rl +55.01-55.0 Sf ThermaTru Smooth Star/Fiber-Classic FL12441 +47.01-47.0 psf B. SLIDING General Aluminum Company Series 420/430 FL12274 +40.DI-40.0 psf C. SECTIONAL Clopay Building Products Residential WnclCode DoorsVV5 (8X7) FL5675-R3 +30.0/-32.0 psf Cloplay Building Products Residential VAndCode Doors VV5 (16X7) FL5675-R3 +30.0t-30.0 psf (risedir? wind speeds over f2O mp�,) Clopay Building Products Residential VAndCode DoorsVV6 (8X7) FL5675-R3 +3 7.01-41 - 0 p sf (Pi5eu in wood speeds over 120 nipti) Clopay Building Products Residential WndCode Doors W6 (16X7) FL5675-R3 +37,01-37.0 psf Amarr Garage Doors Model #500 Classica (8x7) FL5427-R2 +40.111 psf Amarr Garage Doors Model #600 Classical (16x7) FL5427-R2 + 38.4/-43.7 p sf Amarr Garage Doors Model #600 Stratford (8x7) FL5302-Rl + 40.1/-47.4 p sf Amarr Garage Doors Model #6 00 Stratford (1 6x 7) FL5302-Rl +38.41-43.7 psf D. OTHER Z VVINDOVO A. SINGLE HUNG General Aluminum Company Series 1550/1570 FL14412 + 47.2/-50. 0 p sf General AJuminum Company Series 190011970 FL12968 + 40,01-40.0 p sf B. HORIZONTAL SLIDER General Aluminum Company 2800 Series FL12989 +40.01-40.0 psf C. FIXED General Aluminum Company Series 155Q/1570 FL13199 +40.01-40.0 psf General AJuminum Company Series 190Q11970 FL13199 +40.0/-40.0 psf D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL8905-Rl N/A E. OTHER 3. PAN EL WALL A. SIDING Alside Coventry Vinyl Siding FL12103 + 86.51-86.5 p sf B. SOFFITS Kaycan Ltd. 12'716" Vented Soffit FL12199 +70,0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and A R), Landmark 30/40 (and AR), XT25 (and AR), XT30 (and AR) FL5444-R2 N/A B. UNDERLAYMENTS 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 + 103.01-103. 0 p sf Alufab Galvanized Steel Storm Panels FL4804-R2 + 104.01-104. 0 p sf 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS Simpson Strong -Tie see chart OSP 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 FL1 644-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 FL1 58-R3 N/A Wekiwa CP Pre -cost and Pre -Stressed Lintels FL1418-R2 N/A Lott's CP Lintel FL12045 N/A Commercial CP Precast & Prestressed Engineered Conc. Lintels FL1774-R2 N/A Powers Steel, Inc. Power Box Lintels IFL6264-Rl I NIA I The products I isted 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 jobsite, 1) copy of the product approval, 2) the performance characteristics which the product ves 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. I APPLICANT SIGNATURE DATE impson & USP Cross Over Chart with Florida Product Approval Numbers F S S i r' Simpson Produ imps urn PI Numbe s r Florida Product Approval Number Product Description USP Product Number Florida Product Approval 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 FL10456 Hurricane Tie LFTA6 FL820-R2 HCP2 FL10447 Hip Corner Plate Connector HHCP2 FL817-Rl HDQ8-SDS3 FL1 0441 HoIddown UPHID8 FL817-Rl HETAII 6 FL1 1473 Embedded Truss Anchor HTA1 6 FL821-Rl HETA20 FL1 1473 Embedded Truss Anchor HTA20 FL821 -R1 HGUS210-2 FLI 1468 Truss Hanger THDH210-2 FL821-RI HHETA40 FL1 1473 Embedded Truss Anchor HSUR/L41 0 FL1 0655 Heavy Skewed U Hanger HTS16 FL10456 Heavy Truss Strap HTW16 FL820-R2 HTS20 FL1 0456 Heavy Truss Strap HTW20 FL820-R2 HTT16 FLI 1496 HD/Tension Tie HTT16 FL821-Rl HTT22 FL1 1496 HD/Tension Tie HTT22 FL821-Rl HUS41 0 FL1 0531 Joist Hanger HUS41 0 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 FL10531 I -Joist Hanger THF FL815-Rl LGT2 FL1 1470 Light Girder Tiedown LUGT2 FL817-Rl LSSU210-2 FL1 0447 Slopable/Skewable Hanger LSSH31 FL816-Rl LSSU28 FL1 0447 Slopable/Skewable Hanger LSTA1 2 FL1 0852 Strap Tie LSTAI 2 FL816-Rl LSTAII 8 FL1 0852 Strap Tie LSTA1 8 FL816-Rl LSTA30 FL1 0852 Strap Tie LSTA30 FL816-Rl LSTA36 FL1 0852 Strap Tie LSTA36 FL816-Rl LTS1 2 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 LTV\120 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 FL10866 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 FLI 1910 MST48 FL1 0852 Strap Tie KST248 FL822-Rl MST60 FL1 0852 Strap Tie KST260 FL822-Rl MSTAM36 FLI 1473 Strap Tie for Masonry MTS12 FL10456 Twist Strap MTW1 2 FL820-R2 MTS16 FL1 0456 Twist Strap MTW1 6 FL820-R2 MTS18 FL1 0456 Twist Strap MTW1 8 FL820-R2 MTS20 FL1 0456 Twist Strap MTV\120 FL820-R2 MTS30 FL1 0456 Twist Strap MTW30 FL820-R2 Tension Tie MTS27B FL822-Rl PA51 FL1 1476 Foundation Strap TA51 FL816-R1 Spi FL10456 Stud Plate Tie SPT22 FL817-Rl SP2 FL1 0456 Stud Plate Tie SPT24 FL817-Rl SIP4 FL1 0456 Stud Plate Tie SPT4 FL821-Rl U24 FL1 0655 Face Mount Joist Hanger ET FL11506 Epoxy HD Titen FL2355-R3 Titen Anchor 717-a46-3747 Fm HIR Engineering, Inc. 1418 E, Market St., SUite B York, PA 17403 ,I Jinitary 2009 Nick Thorrp�on. Product '%lanagtr Siding & Metals Assooiate,i Materials. 1,�_C 3' _1, 3 Stato Road Cu.yahoga Falls, Ohio 44223 RE: Florida Evaluation. C,,.)\,entr.v -VinYl Siding, rRC 2007 Vea! MI. Thompson; The following Ahsociated M�i­_i ial. vinyl siding product: Co% entr ' y has been tested am! Florida Building Code, analyzed in conformance with ASTM D 3679-05 as required bN 2007, fi�;ragriphs 1404.9 and i40.5.13, plus Florida Resirientiai Cc -do 2007, p,,r,­�gripri 03.111 Structural testing to AST N1, 1) 5206, as rcquhel bl� AS17-V D 3679, was done at -109-4CI 11 - hitectural lesting, Inc. and i� roportod in 77945.01 . ar d 82537.01 - 109-46 TeSLing was done for Alsido. Inc., which is owrred b v Associated Materials. LLC� Coventr� vinyl sidin.- is produced in 5 configu rations. DojWe 5", Double 5" Dulchlap, Double 4", Doubl,e 4" Dutchla.p. and Triple ill with � thrc�ness of 0.1142' A streii.2diening feat.jre of this product is that it has a "rolled edge nad hem". v, hich tonns a double thickness at the,- naH hern edge. I hj%,e pelf,�Irmf ,t4 a Coll luill ation of r-tional and comp�,.rat:vv 3nal�se., (,.n this p.oduct, which includes (lie mandatory requirernenis (if Anni­x A1.2 I in AST.ki 1) 36-19 ln�:alimion muNt be over 5/8" minimum naihible shealhing oi lr�­ minil-liffil plvwood. Installation fastcrivrs must N! roofing nids widi 3,18" dinrieter head, 1/8" dramerei shAnl,. and a mininium length of 1-5)/6". The. allowable dc�igr wird pressures for all 5 co rifi gurai ions including Double. 5", E;ouble 5- 11)uichiap, Dcuble 4", F-)ouble 4" Dutchlap, and Triple 3" �ire +/-173 p3f for 8" MLA spacing. +1;- 115.3 psf for 12" stud to id - pressures, a!] -spacing. anJ +/-86.5 p.sf for 16" stud spacing. In ordei nieve thesc studs must Tiav-_ nails in them arA all nails. rvij�t be in stud.-.. The above values Carl be cornpaied diiectl.v I,,) the required wind loads in Chapter 16 of 'he Florida Buil&ng Code. I tiost, that lhis inform 'io � n ;s suffit;ierlt for he project needs. If there are sny questions al"01A this r e po. r I, cr If :uly0,iing additionit S lt-qUirod. P10ASE, Advisc. rine. Sincernly yours; Allen N'. Reeves, P.E. Erlgirrrer ANr:anr Florida T.icense No. 1935-1 1' Cc. 09, 0005 Installing soffit and fascia Please note: Although vinyl soffit's are manufactured with the same exacting standards as all vinyl products; UV Inhibitors are not added to the vinyl formulation as soffits are not exposed to direct sunlighL For this reason, vertical or horizontal installation of soffits on walls is not recommended and cannot be guaranteed. faxle 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-channef on the fascia With dosed eave: Use a J-channel in place of the F-channel at the wall. Secure all Option A channels every 12" on center, in center of nail slots law, Installing trim - Option B When soffit only is applied, or when fascia panel is secured to underside of wood fascia. j-ehannei With open eave: 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. sell I Secure all channels in the center of the nail slots, 12" on center. Option B lr�Jalling soffit ... I Me ure the distance between the inside of the inside and outside trims. Allow 4- Is c 1/4" per side for expansion and cut the panels to length, Insert panels into trims. For eaves over 18' in width, you will need to install intermediate nailing supports to keep the soffit from sagging. 2. Interlodi 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-channef or J-channel at comers Diagonal trim use of the overhang to property 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-diannel or H-channel. Straight thin use H-Chaftrig Installing soffit and fascia Installing fascia ~34 in. 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 unders(Il Ilim, and then subtract 1/4' for clearance. Cut panel to width. 3 Perforate the cut edge using snap ­lock punch approximately every 8, ensuring the *tabs" face outward. 4. Hook the leg of the fascia park over the F-channel, and snap the tabs into the \N",. W41 undersill trim. Ifsoffil is not being installed, hook thefascia directly over the fascia board. An alternative to snaplock punch attachmentis to slide the top ofthe fascia behind metal dripedge. VTF-dnnel Fascia installation Yr "dw Overlapping fascia 1. Overlap fascia by cutting the bottom edge of the underlaying panel, leaving a 1 1/2' tab to be inserted into overlapoing panel. 2. Overlap 3/4" (half the distance of the notch). Fascia overlapping Capping fascia To make comer can cut a piece of vinyl fascia that is 5 1/2" long. I 1. Mark the vertical centerline on the back of the piece, 2. Cut a 90' section of the bottom flange from the center, leaving a 45' angle on either side. 95. 3. Use a hand seamef or metal straightedge to fold fascia piece Snapo"Wh along vertical centerline to make a right-angled corner. 9OUIMb 4. Using a snap-lGck punch, make tabs just below the top edge of the comer cap, making sure that tabs face outward. Install corner cap by r ocking the bottom over the existing F-channel and snapping the top ­7: Fascia capping edge i nto the undersill him J 14CA'VrAN- I KAVrAAf - ICl Evaluation Report ESR-1495 Reissued November 1, 2008 This report is subject to re-examination in two years. www.lcc-es.or_q 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council" DIVISION: 07—THERMAL AND MOISTURE PROTO.CTION Section: 07460— Siding REPORT HOLDER: KAYCAN LTD. ONE MEMORIAL DRIVE RICHFORD, VERMONT 05476 (802) 848-7010 www.kaycan.com EVALUATION SUBJECT: KAYCAN PVC SIDING 1.0 EVALUATION SCOPE Compliance with the following codes: * 20D6 International Building Coda' (IBC) * 2006 International Residential CodeiO (I RC) * 1997 Uniform Building Codelm (UBC) * BOCA' National Building Godell 999 (BNBC) * 1999 Standard Building Code (SBC) Properties evaluated: • Exteriorveneer • 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 over sdid shwathing and I'S soffit. The siding has a plam- or wood -grain texture and is available in various colors with matching trim, comers, and starter strips. The panels are a minialum of 0.040 inch (11 mm) thick. Lengths range from 10 to 12.5 feet (3048 to 3810 mm). Panel ' are formed with an upper edge having nail slots and a r lower 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 of the siding, including the panels, comers, starter strips, trim and other accessory items, shall be in accordance with the manufacturer's published installation instructions, the applicable code and this report. In the event of a conflict betweenthe 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 barrier shall be provided behind the siding, as required by the appliczibe code. The allowable wind loads are as not d in the prescriptive cc requirements of the applicable code. See Section 4.2 for applications in excess of the prescriptive requirements or where the applicable code does not provide prescriptive requirements. 4.2 Wind Resistace: Design wind pressures must be determined in accordance with Chapter 16 of the ISC, SBC, UBC or BNBC or Section 301-2.1.1 ofthe IRC. In areaswhere the basicvvind speed (3- second gust do not exceed 100 mph (45 mis) [80 miles per hour (36 this) (fastest mile) under the UBCJ, and the building height is less than or equal to 40 feet (12 192 mm) in Exposure C areas, installation must comply with the prescriptive requirements of 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 areas where the basic wind speed (3-second gust) is less than 110 mph (49 rrits) in Exposure B, and does not exceed 90 mph (40 rrVs) in Exposure C or 85 mph (37 rills) in Exposure D. Forapplications in excess ofthe prescriptive requirements, the design must be in accordance with IRG 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 net (3352 Pa) [44 Pat (2107 Pal) under the UBCl when attached to a Gode-complying. minimum 3/,-inch-thick (10 mm), structural -rated OSB sheathing. The siding shall be attached with I 11,-inch-Iong (38 mm), 'I.Anch-cliarneter-head (10 mm), '/.Anch-diameter-shank (3 mm), corrosion-resistaril roofing nails spaced 6 inches (152 mm) on center. The structural sheathing and framing to which the siding is attached are outside the scope of this report. ]CC ESEd­­ P.�,, —1�­ ­p�tfl.tfy�d&­d. — — lhgrl� 1� ­­d - ­k­ �flf� �0,­fd� 77— it., .—Y b, IC CE�h,fi,"S­ve. 1"C', �Prm; � iphrd� ayfi,4,,g ­d­ mi- m da—pon o-swa��,&w—Mb.-I—exn. C.pyngri a) 2008 Pige I of 2 717-846 3747 Fay. 71 i-846-0355 HR Engineering, Inc. 1418 E, Market St., Suite B York, PA 17403 '2 Januar.v 2001) 'red i3erman, P.E., Admini,-.tralor, D !'Jil— "")de cot ui " - Ted Berinan and As�ociqle�. IJA­ �125 , , .4's' Street. Suit,� 104 Miami Eic-3ch. Rol ida .33140 R Cun;fication oI Ind,_,pendt:we Oca, Mr. Bcnnan In ronf,�,rrrlancc with Rule ')B�72. I 10, F. A C for Certification of IndepEndonce". 71 offer the foilo-ing. I am 'a rp�istercd Drofessinnal �m?,ineer it! the state, of Floiida with license number UU54, 1 work in a tvc :0PSUlf"12, �!ru-,-Eural il 1IR En�gineerinv.. Inc.", (!f vhidl 1 Ln) the rnakmo owner. In 11;�y work pelformtrig an I dk; ocr ha—, nor 'kill I ticclu:1e, U tillancial mi,r-�f in Illy CC:`l1P"iI!y Waritilacturilig 01 distribuiniv pr,,ducts 1L)i xhich lht,- rq)ofts are, bellu� ssued. in iny work porforiniviv art evnivation. I (In lint havE% noi will I acquire. a financial w.lor""t in any oaw-r viin i invokod in th- approval pooas� of tilt, produrt� I trust ihat lhi� is �ufficient for Tile Florida Bui!dirig Code ( orntoission's re.qUirernerirs. If therc arc iny.,1clucstions about ih�s certifi,­)tiou of i ndepc'f d once. or if ari�qniog additicj;ai is rc�lutrecl, please advise rn-�. Sincerely vuum HIP Ev��In"oerrng, Chief Eng,.ineei ANR7anr U:,: A�sociated \11-i�erizlls. 1A.C. 111901005 ESR-1495 I Most Widely Accepte d 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, under this report. a quality control program with inspections by 5.0 CONDITIONS OF USE Architectural Testing Inc. (AA 676). TheKaycanPVC Sidingdescribed in thiseport ciiniplieswith, 6.0 EVIDENCE SUBMITTED or is a suitable afterriative to what is specified in, those codes 6.1 Manufacturer's published installation instructions, listed in Section 1.0 of this report, subject to -,he fonowng conditions: 6.2 Data in accordance with the ]CC -ES Evaluabon 5.1 The siding is limited to installations on buildings of Type Guideline for Vinyl Siding (AC37), dated October 2008. V-B (IBC), 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 IDEN71FICATION 5.2 The exterier walls shall be braced or sheathed to resist racking loads with approved materials in accordance The Kaycan PVC Siding described in this report shall be with of the applicable code. identified by a stamp bearing the Kaycan Ltd. name and/or trademark, the product type, the statement "Conforms to 5.3 The siding shall be installed only on exterior walls over ASTIM specification D 3679,"the statement'Conformsto 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 shall be covered with a water -resistive harder, as (ESR-1495). required by the applicable code. TABLE 1—KAYCAN PVC SIDING MODEL PROFILE LENGTH Board & Batten Single 7 inch Vertical 10, - G, DA Pwantl Double 4 inch Hor�ontal Dutch Lap 12'- 6* 04 Marquis Double 4 inch Horizontal 1 T - 6" D-5 Contessa Double 5 inch Horizontal 12'- 0* D-5 Elegance Double, 5 inch Horizontal Dutch Lap 12'- 0" D-5 vertical Double 5 inch Verii�l 10, - o" Lewiston Dwitile 4.5 inch Horizontal 12'- 0* Newport Single 6% inch Horizontal 10, - 0" Orean Park 13-el Dwble 4.5 inch Horizontal., 12'- 0" Coean Park Cove Double 4.5 inch Horizontal 12'- 0" Platinum Series 0-4 Double 4 inch Florizertill 12'- 6" Platinum Series DA Dutch Lap Double 4 inch Horizontal Dth Lap 12'- 6' Platinum Series T-3 Triple 3 inch Horizonlal 12'- 0* Pro� Double 4.5 inch Horizontal 12'- 0" $is— 0-ble rti Horo.tal 12'- 0" T-3 Classic Triple 3 inch Horizontal Dutch Lap 12'- 0* T-3 Horizontal Triple 3 inch Horizontal 12'� 0' Vented 8" Double 4 Inch Perforated Soffit 12' 0" Vent.d 10" Double 5 inch Perforated Soffit 12' - 0" Solid 10" Ooub4e 5 inch Solid Soffit 12'- 0" III ' 2*11solid 12� 11 �"eao Triple 4 inch Partially Perfortited Soffit 12'- 6" lad 16" Quadruple 4 inch Perfonited Soffit 12'- 0" S Id IF Quadruple 4 inch Wid Soffit 12'. 0" ICC EVALUATION SERVICE, INC. E�alww - [of.— - ?.t�t L_ A.C.I. Bwj�riiclii ... [Off.. - 5360 W,�rk—Mill Nd WhKtw,.CA9MI (56Z) 699-0543 pt.— - (5C) 695,4694 fnx Certification of Independence for Evaluation li:C Evaluation Service, Inc. (1) ICC Evaluation Service, Inc., does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products for which evaluations are issued. (2) ICC Evaluation Service, Inc., is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. (3) ICC 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 Servioe. Inc., does not have, nor viAll acquire, a financial interest in any other entity involved in the approval process of the priticluct. Jo4 14�_— Jbfin Nosse - President ICC Evaluation Service, Inc. —, * , M, ll, ,, Wl,,,*,, 11*11 1161' """' " Odk,: "0 M­iW R,,A S.I. A. M h­ Alb... 15213 (203) 11"4800 R jW CMI 4051 W11 P-4--i-C—ycl� H,11,. ns.­,)473* (1041 7".1305 27 C__ Cn -0 —Cu > M o) 2 CL 0 2 0 a CL CU -0 0 a) 4- Cn (D 0 c 0 a 2 21 CU a 0 .0 — 0 CU > E CU 2 CU —0 -6-0 Cn CL Z Z W MJ Cn 06 Cy) C: """'V U) Ill W E CU U) > 0 L_ 0 CL CL =0 =3 U) CU """'l Cn 0 LU Z Z _J a. 0 I 6 I 11 .'� t �,* A0 J. 4,d>, 2 � a 7 SHEET NO. PA 1.0, 0 rA=XQZz,X.x= �:Znnc . is , X, , e " -, g ­ 'e'ex-or. , - , ­� , 'b­ -,se , -. � I ­ ". ,st." ­ staff , .11 I �- I.- I O. - 1:1- ; t ' dars, ­ - 40"I'lard-be Mr.- —1 "'­'�­­­­ ,,,---,��-,—,.Pp�".. Dolia! FIL # F1­6184-Rl Application Type Revision Cad Version 2OC7 Application Status Approved C mments Archived 7: Product Manufacturer ll,,tpr, Inc. / N­ya plastic, Corp. AddresS/Pricano/Em.11 , 200 W CENTURY BLVD LOS ANGELES, CA 9o-5 (440) 969-9773 E t 16 romonormelldlipla Aproinc.com Authorized Signature Ron O'Connell ratio on, nell(aplastproinc.com Tech ` call Representative Address/Prome/Email Quality Assurance Representative AddreBs/PhorabilEmail Category E Xterlor Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Eva nation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer '� - , Evaluation Report - Hardcopy Received Florida Engin raer or Architect Name who developed Lyndon F. Schmidt the Evaluation Report Florida License PE-43409 Qua��ty Assurance Entity National Accreditation and Management Institute Qua ty Assurance Contract Expiration Date 12!31/2012 Validated By Ryan 3. King, P.E. 7 Validation Checklist - Hardoopy Received Certificate of Independence FL6184 RI COI CERT OF INDEPENDENCE.0 Referenced Standard and Year (of Standard) Standard Year 1011 -S 2 1997 � 0 , ' 'I.S.2/NAFS 2002 ASTM E1886 /E1996 2002 ASTIM E3 0 2002 TAS 201. 202, 203 1994 Equivalence Of Product Standards Certified By Sections from the Code Product Approval Method Method I Option 0 D:ke Subm ded 10/03/2008 D eVolictated 10/06/2008 D:te Pe 'ding FBC Approval 1011912008 D be Approved 12/10,'2008 Summurry of Products ----------------- -- FL *---------- I -- ----------------------------- - Drembription 1 6284.1 .-------------1 1. D,111"Itill Series UP to I'D X 6B opaque Single (X) Inswang or Outswing � i 1 Fiberglass Door ! - of Use Instordla on Instructicess i Approved for use in HVHZi N FIL�l[E?4tplll INST6184 I pdf I �Limit, Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant Yes Created by Independent Third Party: Yes Pressure. N/A Eveluatim, k"p"t. I IDesign Othern See !PAST 6184.1 for Design Pressure Ratings, a ny FL6184 R1 E 5VAL6184.1 Pd' I I additional use limitations, installation anstructi cas and Created by Independent Third Party: Yes product particulars, i - - - - - - - - - - -- - -- - - 6184�2 b Dstincition Series Up to 3-0 x 6-8 Opaque Fiberglass Single Door with Sidefite 1 I (XO or ) The Sidelite Glazing Installed Utilizing the Snap I I Frame." I I Limits of Liss Installation Instructions 1, Approved for us: in HVHZ: N FL6184 Approved fair us outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: Yes Created by Independent Third Party: Yes I Design Pressure; NIA E-11-tion Report. 0 he- See INST 6184.2 for Design Pressure Ratings. any FL6184 RI AE EVAL 6184.2.0df i ' additional use limitations, Installation instructions and Created by Independent Third Party! Yes i pr oduct partIcu lars (*'See General Note 3 sheet I of i Drawing No. FL-6184.2 regarding sidelite protedton-)­ I - --------------I-- ----------- - ---------- ------------------�Or ,- 111stlactical Sent,, Up to TO x 6B Opaque Fiberglass Single A -th-slinolk. 1 161111.1 (XO or OX) The Sidelite Glazing Installed Utilizing the Lip I Lite Screw Frame. -- . . .. ILimits of Use Installs on Instructions I : Approved lot use in HVHZ: N '1618471 11 INST61343.Rdf I Approved fibir use outside HVMZ: Yes Verified BY: Lyndon F. Schmidt, P.E. 43409 i I Impact Resistant: Yes Created by Independent Third Party: Yes I Design P-.--: 11,'A Evaluation Report. i i Other: See INST 6184.3 for Design Pressure Ratings, any FLS-11 RI AE EVA 1I.4.1od _ _ _ ­L I ad �y bcd.T E,�a� ,additional use limitations, installation instructions and eWcant Third Party: Yes i -See 1 proclu ct particulars. (* General Note 3 sheet 1 of i Drawing No. FL-6184.3 regarding sidelite protection-') I . �� i d. Distinction Series Up to 3'0 x 6*8 Opaque Fiberglass Single Door with � Sldef tas (OXO) The Sidelite Glazing In 1 :�1.114,4 Scap'Fraine. _ - .. of - I,- I'd "11'" I -1 1 1 roved For use in HVNZ; No IL,i`IE11 . fI`=i184.4.od Approved for me outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 �App ,asspack Resistant.- Yes Created by Independent Third Party: Yes Design Pressure: N/A Evailuatiort Reports � Other: See NS7 6184.4 for Design Pressure Ratings, any FL6184 RI AE EVAL61&4.4.pdf Iadditional usle imitations, installation instructions and Created by Independent Third Party: Yes 're-g-arrd-i-n-g,�si,d,�el-i't-a �pr-otac-t,ip�no, 1 t,,r-�t-i ,-,,,-.,.I=,(,-,, ) I I . 1 16184.5 1. D,,,,",Ii,n Series UP to I'l 1 6'11 Opaque Fiberglass Single Door with S' delites (OXO) The Sidefite Glazing Installed Utilizing the � � I Lip Lite Screw Frame. Limits of Use I � Approved for a in PIVNZ: No IF7611-8114-R-17 1117N­5T-6T8-4-.S-.Rdf P for U:: I Verified By: Lyndon F. Schmidt, P.E. 43409 1 Inalpact Resistant- Yes A Created by Indi ... ..... d ­­ ... I Dresig Pressure: I'l I Evaluatism Reports i .-"See INST 6184.5 for Design Pressure Ratings, any : I FL6184 RI AE EVAL 6184.5.pCf i additional use limitations, installation instructions and I created by independent Third Party: Yes ! product Part- lars. (--See General Note 3 sheet I of I i Drawing No. FL-6134.5 regarding sdi.11t. protection'-) __j __ -­- --- I ---� .6184.6 1 1, Distinction Seri.. UP 1. 5'1 x 6 1 Opaque Double (XX) Inswing or Osi � Fiberglass Door : — -- Limits of Use it "b"T Installa ion In "i"' i Ap to; in HVHZ: IN FL6184 RI 11 INST 6184.6.pdf i :roved uu:: A roved Is outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 ,,p pact Rmistant. Yes Created by Independent Third Party: Yes i Design Pressure: N/A Evaluation Reports Other: Sea INST 6184-6 for Design Pressure Ratings, any FL6184 RI E EVAL 6184.6 nor 1 additional use limitations, installation instructions and Created by Independent Third Party: Yes i product particulars. I ! ---------------- - --------- ---- -- --- ------] 6184.7 g. Distinction Series Up to 6'0 X 6 'B Opaque Fiberglass Double Door with i Sidelites (OXXC ) The Salehte Glazing Installed Utilizing the i - - 1 - - - . She - p Fra me. . - I i I _ Limits of Use Installation Imulartactictims i i Approved fair use in HVHZ: No FL6184 RI 11 INST6184.7 d Approved to, us. outside HVHZ: Yes Verified By: Lyndon F. Schm. P.E. 43409 i Impact Resistant: Yes Created by Independent Third Party: Yes D ign P—ri N/A Evaluation R i 0=: See INST 6184.7 for Design Pressure Ratings, any ILSIIA . L Ill..'... additional use limitations, installation hstructaoa� and Created by Independent Third Party: Yes product partica ars. (--See General Note 3 sheet I of rawang No. FL-6184.7 regarding sidelite protection-') - D - 6184.6 1 —,as - - Up to 6'0 . 6'11 Opaque Fiberglass Double Door with 1 SIdalites (OXXO) The Sallellte Glazing Installed Utilizing the Lip Lite Screw Frame. _______ ---j -------- ---- Limit. .f Use ___ Installation Instructions Approved for use in HVHZ: N FL6184 RI 11-INST61MB.Irdif Approved ,or me outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 1 .pact Resistant: Yes Created by Independent Third Party; Yes Design Pressuls: N/A Evaluation Reports Other: See INIST 6184.8 for Design Pressure Rai g', any FL6184 RI AE EVAL 6184.8.p-df additional as. limitations, Installation instructions and Created by Independent Third Party: Yes prod act particu ars. (-'See General Note 3 sheet I of Drawing No. FL-6184.8 regarding odelite Protection* - ) - - [---,J� �� ­­�It­ dess,hrosest xfC..*y Affoin, see - — Codes ,,ed Brassieres ­ - ­ C. ­ la, - � � ­7-� .1. I- "I I mw'm 011MMM N Wei, -�- �,— i I 11 . =awl-mr-MIM M= ­ I ro,no : �g , i use ,otset"t., . . ­TIP.1 ; ­­,,o .-FIfts � ­11alls : F—if . Kiss­p I ­ — 1 *I. -duct App—I ", a, r __ —Ax- ­ , ­ �, ,x,p", " -- I I'll.- - I .Pp�,�. -.1 RL le FL8838-Rl Application Type Re soon Code Version 2007 Application Status Approved Comments Archived �p Product Manufacturer Therma-Tru Corporation Address/Ph. a ./Em.1 I 1 18 Industrial Drive Edgerton,OH 43517 (419) 29 -1740 slasperBoniii,tttechnologles.rds Authorized Signature Steve 3asperson slasperson0tittechrologles.us Technical Representative Address/'Phone,'Email Quality Assurance Representative AddressiPhone;Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evalu -tion Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 7 Evaluation Report - Hardi Received Flor da Engineer or Architect Name who developed I' Wendell W. Haney the Evaluation Report Florid. lucense PE-54158 Qu:�Ity A-ran,c: Entity National Accreditation and Management Institute Qp ityAssurain Contract Expiration Date 12!31;2012 Validated By I.E. Schmidt, P.E. - ., - Validation Checklist - Hardcopy Received Certificate of Independence FL8838 RI COI CERT OF INDEPENDENCE.Pdf Referenced Standard and Year (of Standaro) Standard Year Accepted Engineering Practice 20 7 ASTM E1300 2002 ASTM E1300 2004 TAS 202 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 06!24,'2005 Date Validated 07,,12;2008 Data Pending FBC Approval 07!18,'2008 Date Approved 09i ""m1--lY-lDLotr�"Ct�- — FIL # I Model, Numb- or No- Description - 8838.1 Fi-rC,.-,c* ,' '*S-**I,St,r' Outowing Insulated Opaque Ebel Doors with and I ja, without Sudelites - (X, XO or OX, OXO, XX and OXXO i ca nfiguration, up to 6'8 In height) _ ___ Limits of U;:, Installou'lon Instructions I us. Approved 1. HVNZ: Yes FL3838 R1 IT TPISTS83S.1. d 8*' 'd 1 Approved for us. outside HVHZ: Yes Verified By: Wendell W. H ray, P.E. 54158 Intirsect Resistant : No Created by Independent Third Party: Yes 0 Ign Pressure: N/A E "a"I'" I O= See INST 8838.2 for Design Pressure Ratings, any F`L`81838 RIR=E`QE84-0U-04.pdf additional use limitations, installation instructions and FL8838 R I product particulars. (Note - ASTN E13OC-02 utilized for Created by independent Third Party: Yes or radas mirde the HVHZ) - - _ __ _ __ ___ _ _ ___ ___ � 8838.2 1 b- FibarCassa, .. .. .. SmcdlhSlar" I,swi 'g Insulated O,aqu. Filergl.- Doors with .1 d I with. deftes - (X, XO or OX, OXO, XX and OXXO i IconfigutrastionrB up to 6'8 in height) I Limit. f Use --I Installed- Instructions Appro= for use in HVHZ: Yes FL8838 Ri It 1NST SUB,?-.,p;1f Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 1 Impact Resistant: No Created by Independent Third Party: Yes I Design Pressure: N/A Other: See INST 8a38-2 for Design Pressure Ratings, any Eval-ation Report. FL8638 RI A,- EQ-F84-00-04palf I additi o net use limitations, installation instructions and FIL-8838-11-AL-EVAL 8638.2.Vdf I p,.da It particulars. (Note - ASTM E1300-02 utilized for Created by Independent Third Party: Yes i .r.s Inside the HVHZ) i 1 8838.3 — I. 'Fidea-Classit" ! 1,moothStar Outswirg Insulated Opaque Fiberglass Doors 1 � Inth X.rad without Sidelites - (X, XO or OX, OX 0, XX an i OX 0 1 I. Ofigurations up to RG In height) i .4 . Limits of U e Installation Instructions Approved for us. in HVHZ: Yes FL8836 RI If INST 8838.3pril Approved for anse eardbeird. HVMZ: Yes Verified By: W.ndall W. Haney, P.E. 54158 � Impact Ressistant: No Created by Inclepcirident Third Party: Yes Design Pr-..r.. N/A Evaluation Reports Other, See INST 8838.3 for Design Pressure Ratings, any IL118111 Pit AE.1Q-E84-00-04.Pd _ I additional use limitations, installation instructions and �L � B,R R, AE E "AL 8838.3.pd product particulars. (Note - ASTPI E1300-02 utilized for Created by Independent Third Party: Yes areas inside the HVHZ) I - - -- - - ---- -T ------- --- ---------- 8838.4 d. TherClaosc" ! "S oothStar" Inswing Insulated Opaque Fbanglass Do ors with and -I without Sklentas - l XC or OX, OXO, XX and OXXO configurations up 1, WO in height) ______. __ i --- -- --- ___ _ _____________ Liarnitsis of Us. Installation Instruction. Approved for use in HVHZ: Yes FL8838 R1 IljN$T ..-4 -Pdf Approved for r use outside HVHZ: Yes Verified By: Wendell W. Haney, F.E. 54158 � impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Reports I oth� See INST 8838.4 for Design Prostate Ratings, any FLS638-��EO-ES,11-00-04.p f additional use limitations, installation instructions and FL8636 EVA L 8838,4.pdf product particulars. (Note - ASTM E1300-02 utilized for Created by Independent Third Party: Yes � areas inside the HVHZ) ­ : ­ra� ­ & ­ Plib.1111 I li ­ -1 I .Pp�'.. -5 FIL - FL12441 Appi,cation Type New Code version 2007 Appl-lucrin Stattus Approved Comments A-lb.-cl .- , Product Manufacturer Therr-ria-Tru Corix ration Address;Phana./Eni 118 Industrial Drive Edg.Itdah, CH 43517 (419) 298-1740 casperwritiottitechrologles.us Authorized Signature V,Yam Wright ndkw,1-rwbIdgc.rS.1taatS.cd. Technical Representative AddressiPhone,E­al Quality Assurance Represented- AdoresSiPhone,1­1 Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Marriott Evaluation Report from a Florida Registered Architect or a Licensed Florida Profession at Engineer 7 Evaluation Report - Hardoopy Received Flor do EngIneer or Architect Name will, developed I' Ly'don F. Schmidt, P.E. the Evaluation Repert Florida License PE-43409 Q.::�ry A surai Entity Norldicral Accreditation and Management Institute Qu ty A:adran Contract Expiration Data 12z3l, 2011 Validated By Ryan 1. King, P.E. Z Validation Checklist - Hardicapy Received Certificate of Independence F 11441 RO COI CERTIFICATE OF rNDEPENDENCE.pdf Referenced Standard and Year (of Standard) steraderol Year 101.,1.5.2 1997 TAS 202 1994 Equivalence of Product EAamorarcls Certified By Sections from the Code "I I "I �� �� -MY = W1 � . . . . . . . I'll, "Pe"Mill"M " = t; W.4; !MiZ�M' ` ­nns � ­,, ! ­a­X, �.t I �P.s I sai,­ -C.- I ­ I ­ I -xi" : I. .Xff .11--,­ � 1n,s �­, 4 � .'.-d-t Approval *" _ a. 11, O­ _ - x,LARi , 1,, d.kjr AF,a­ , �,1,�- , Ad,,illootter, bei F # FL567S-R2 Application Type Revision Cad. Version 2007 Application Status Approved Comments Archived P7, Product Manufacturer Clopay Building Products Company Address/Phone/Emall 8585 Duke Blvd. Mason OH 45040 (SI3) �70-6062 rawasterfieldri,clopity.corn Authorized Signature Scott H 'milton sham, tor@clopay.conn Technical Representative Address/Phoner/Email Quality Assurance Representative Address/PhoneiEmail Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Eva I uation Report from a Florida Registered Architect or a Licensed Florid. Pr.fiaBSI.b.I Engineer X Evaluation Report - Hardcopy Recelved Plan da Engineer or Architect Name who developed I' Scott Hamilton the Evaluation Report Florida License PE-63286 Quality Assurance Entity IntartakIlre.tIng Services NA Ir­ E7L/Warnock Hersey Quality Assurance Contract Expiration Date 05,121/2028 Validated By Gary Pfuehier - �� Validation Checklist - Hardicopy Received Certificate of Independence FL5675 R2 COI Certification of Independence of Validation Entity- -"g r a--' � %141fiLR2 ."Statement on Independence of Evaluation Entity- ScottHamilton.pdf Referenced Standard and Year (of Standard) Standard Y�,%Ilr ANSIIDASMA 108 2002 ASTM E330 2002 . TAS 201 1994 TAS 202 1994 TAS 203 1994 , - im � " W .c..... ,,,Il, . p,­x,­m., -I'- : 5­5-- sat, ­rt, ­­ ro, ­ ol. 5 1. .. ­ . s-ur 4 Product Approval users Pubk u- L­1­­'�­!S. -­ � i�izla­­�--- � �. ozL.�L-­ I lizooliturt tor, Iteek FL # -1­13 139 AppliOahcr, Type � " Co cle Vers, O , "I., Applic ticin 5--atus Approved ,am rnehis Arch,,.d Product Manufactirar �ansria AlUal com pany Adrr­/Ph.r./S­,I ICOL W Cr,sty Pd : error tcn T�, 75OD6 �972)2-2-527i EX 207 van.paracesoq actx-m ruthonzed Signa:pris [,an P red., -, paracasogact­a, Ta an rical Peprssen:afi�e Ivan Paredes Address/Pho,e/Ennad ICOX W. C­Iby RD. �arroj tcn TX 75036 , van. p3r3ces*qactX.ccm C.sl,ty A;c,,- .. ci.ip,asci Told S.,cb..k, AddIriss/Phone,Emad IC01 W. CrcIty RD :�r,ol tc I, 7X 75056 ,.J.scx.Ibac1,C&gzct­om I Category w rd.­ Gipbcat.g:,,V �­l Can, ph--, M�lh.d -,, ul,­ I,,,, I r' ,,, � 1=1­0� 11�qs­ �d At Or t­ to d U-11­1 - da "OtESSI . icl Eti arlu r-l-hor Report crdoopy Raceivac Flo,da Eng near or Architect Name who cl -us Roberto Lomas the Evcluabo� Report F10'r,i �E-,225J.4 ru:�Itty A;.J,rr:,O. is-ity �ati,nsrl Ac-od-bor, and Manag­nt :nstltUt@ Qu i y Ass rce Cort,azt E,.p ratibin Date 12/31!231 1 validated By 3ta­ M. Unch, PC Validation C-61h,t IIc1cccpy Ra:c,,,d Certificate ofIndopendance :; , � 1, �., I , - ;..o ­.., -3 ­­. ..r:;.1.­!�.­; `.:�,,­,��rt,�, 1::,­,"I� I.. . ­ ... Prifiarenced Standard and Year (ofSurrd,rd� Standard Yes, AAIuA/WDMA/CSA 10 -/I.S 2/,4440-CS 2005 , :�,-� "' , i 5A ,,,, ,V " 11, I 11 & -1 ­- : ­s, '­n.oao'.., ­ -­ ; -- s­­ I al., . la- ­­na , Fol 11. : el. ­ 11.1 ­ ­r, 0 Product Approval Larar., IX,kj� Ine, kl,i I - I �­ -1 I 11 I 8 �11 - 1-1.1---, ­ I ­1 r­1 I A dolooret I Per sil FL is =L 2274 Apipficel,ca Type "' C de version 1C., Applicant n 5-Was Approval C.lOrn-ts Archived Product marturalictirar lonaral Alan 11,1111 Com Party Add .... /Plh­,�E­il 1 01 W. r sty P.d. Carrot t­ TX 75036 �972) 2-2-$271 EXt 207 ­.pa­es0qactX.ccm Auth,ri2,d S,gr,-.,ra [,an Rated- ­i, parace5ogactn-nn Technical Rispric-7.ti,e Ivan Paredes Add­/Ph.r.,C-uiI 1CO1 �. CrOsLy RD. :arrol tcn 7X 50�b , van. paracesoqactx.ccm 1;,,aIhtyAzs­­ R.p­rtctl,. rod ScrOback AdCross/Ph - -..,E.aIl 1col. N. Ircsry RD Carrol tcn. TX 75OS6 t.1 ­.bac,0gzdt­cm Category �xtarior DDors Sub,�tfig,ry :1 ding Gv-eriar Dc,r assemblies CO ... ,4­­ M,,Ifiad -',, jif-Liar Md,k x I i,Ut,A Certification actercy Anerican Architectural Pjanrlact-rers A-ai Validated By Steven M. U ,Ih, RE I Volition- C ,scihst - Hz, cccpy For- ,ed Keferenced bcandard and Year (of standard) Stan dard Year AAMA/YVDMA/CGA 10-/l.C­/A44O C5 SODS Eq'iivaarce of P-oduct 5tardards C.,bfied ;, Eq.1-arce .fP, .di-t 5t,ards, do Product Approva Matibcd yathOJ 1 Option A �aruford 3y Date S.Iornated 3-=/04/23C9 Sections Tom the Code Equivalence of Product Standards D:t. Va,ridllitirej 03r`04?2009 Certified By Product Approval Method Method I Option D D us P. ding FBC App,-.1 33,`09/2009 Data Appro-cl 0410712009 Sections from the Code Date Submitted 10(3012009 Date Validated 10130/2009 - C-aum .w-pinmouni ...... ­­­­­ ... � ... � ... ­­ .................... i Date Pending FBC Appro-I 11/0812009 � � -1. I—— - -.4--­ -­ ­­ ------ � ----- --------------- -------­-- � --------- -- - - ----- .. ...................... 1 : Date App"Yad 12/09/2009 1 FIL a ; Model, Number or Name Description i Product Approval Method Method I Option D 1 12274.1 : . Series 420 Aluminum SGO XX and XO (Finless) 96" x 00" Single Glass i samorms of Preadisects i : ..a Installation ; : and Insulated Tempered, Per Manufacturar -- I i : I : instructions- i ; 13199.3 �; Series 1SSOfism Aluminum PIA, (Flange) 60" Y 60 Insulated Annealed I ..... I ........ ­ I Date Submitted 071101/2009 . : i -: - - - -- - , - - * * * ... - - -- ------ -- - * , - - -­ - " - , - - 07/02;2009 � Manufacturer'. in,taLtictin 1,�tractil.­ i � Limit. of Us. Cartificad Agency Certificate D:tt: Validated : � 3116", Per - - - . I . —­­-, i Approved for use in HVHZ: No ��:2.2�� Ur _ 1:7 CAIC '­-,-,,�--­�!�!-,­M­ 1�Lr­�dl I : I .... D Pending FBC Approval 07!09/2009 ; Limits of U is Installation Instructions I � Approved for use outside HYRZ: Yes Quality Assurance Contract Empiration Date Date Approved 08/11/2009 ;: Approved for use In HVNZ: No a L : S : - ni� I' " `�F U'Cil 1 5A Ro' tR:19-L­-y-;&f i � Impact Resistant: No 0613012012 i : Approved ficar me earhadir HVHZ: Yes :�.! �,;­ ��, At r", `,.­�z,31. is, 'k-11r�Fir'PAE : I Design Producure. +40/-40 Installation Xnestranations i ,�: I , : Impact Resistant: No i � Other: See attached drawings for the installation - � -74 p, 1; 61 m r, : Verified By: Luis R. Lomas, P.E 6Z514 I --,:dir_� ` , .­ ifx, �1� . - - 11 - � -7 . ..... .... 1 loadlign Pressurrat +40/-40 Created by Independent Third Part, � Yes i I instructions, product performance, 1,naii and other V I ­] 121 WI-09 -N-2FI 11: 114A, 14, Steel Pan (min. 25 ga.) Sin le -Car (up to 9'0" wide) ! ; 0 I i Confiad By: Luis R, Lomas, P E. 6Z514 g �: then Sea attached dr.,ings fair the installittion i Y 73 75, 1500, 190, 76, 76V, 411 T WINDCCDE,D WS Garage [)Par Evaluation Reports I � limits of use. hear tryIndropendent'rhod Party as I in . I Evelausticia Report. i 4R�F, 6RST, 6RSF, 2RST, 48, 4S2,' 1 � structions, product berfoinni limits/DP and other- "! i 3i �11 Rf....AF.C!`+ � 3��ii:; "-�! I:,::,, � �$�­j �,�,; ��11 . i : : - . .. ____ ___ __ : limits of use. , .. ,- - -!n2,�,f i I Created by Independent Third Party: - - - ­­ ­­­ ---------.------ : f�­.v b - I : C I : reated by Independent Third Party Yes . 1 55, 48B, 42B, 555 r---- ------------- -.-- -- r - - ---------- - - -- ------ i I l I : ­-- ----­­-­­. � 12274.2 :: Sainers 420 Aluminum SGO XX and XO (Finloods) 96" x 96" Single Glass ---- - : 13199.4 � Series i9OOf1970 Aluminum PW (Fin) 60" y 60" Insu -1 : and Insulated Tempered Per Manufacturer's Installation I : lotrad Annealed 3/16". : ; : i : Limits of Use Installation Instructions I : : Par PlonaNicturrit's installation instructions I instructions. Approved for use In PIVHZ: No FL5675_R2-11 _102110-ReY14.Inciff I : � - - - i I . .. ........................ : .... � .... .... � ... . ... � .­­ .... I- ­ - ---------- � ...... I --- ---- - - ­­ � I—— � I � 1­1 I Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48,495 1 : Limit. of Use Installation Instructions i Linnift of U Is Centifilmrsticm Agency Certiflizart. Impact Resistant: N/A Created by Independent Third Party: No I : ­ , : Approved for - in HVHZ No ��, 1 31 , ,. i�'-­U. A %'3-r,,C-� �' ?A P�rIinlilez- 11J, I Approved for also in HVN7- No ri i-. ' -- SPrIll I- - r­ , ­ ­ L� I : - ...... i I I -Z71-.R'lD-r--Ci%C-0 � - It I - Ii i ,, r ax.. D Ago Prostroure: +30 PSFI-32 PSF Evaluation Reports I :: Ap Proved for unare, courbrider MV147: Yes �-! 31 ��*�3r R, H ;�'. 18 C,D­ "A ,-­� - Ir' 'I` I i Approved for - outside KV147: Yes Quality Assurance Contract F,pi-titiss Disks, 1 0=: All OPTIONAL glazings available for this product FL5675 R2 AE CEPC : - ­ 027-A : Impact 11.1iii.tandit. No Vol fied BY: Luis R P � Impauct, Itudid,tent; No meet the wind load requirements of the FBC. Two types of Created by Independen(t"T"hir-cl P.rt'yd:f No I � Lomas, 2 15251I4�l G613012012 Opt. glazing are available: (1) Opt. Injection Molded Laxon A ; Design Prearroure: +40/-40 Created by Independent Third Pantry: Yes I i Design Pressures +401-40 Installation Instructions, i , - �: OUmr; See attached dralwings for the notallation Evaluation Reports installation � ", q ­, � 1­11 � 11 Frami Glazing that DOES ansinetthe Large MissieImpact A i L, � :,- I i ,Other. See attached drawings fort the PLIa2L-F-L, li - - r:Q , - - S ,�, lri­� 1�7,� j is Lo ", P, �: , O'"Obons, p,OdU,t pairfomro­ [,,It,'DP and other i - � - ­11��-,?,2AE-3;-,�-­ �� -­�, �u , � ,retractions, product perforriname, Irriti and other verified By: ran R. an E. 62Si4 I - dert & Cyclic Pressure requirements for Wind-borne Debris � rmts of ase it.' , -,.-.�t:-Ptmr­:­.',' I � mnal. of use Created by Inclop., Third Party: Yes Regions (WBDR) or (2) Opt. Frame & Glazing that DOES I � : . : Created by Independent Third Party: Evoiluroortiss � NOT meet the impact resistant requirement for WBDR. The I 2L-------j � 6,., Report. -ill ---�=w -- --- - - - - - - - - - Created Indepenclerklh�.d Party: . product w/o glazing DOES comply with the impact resistant I Hall Bill Com ":.�.:www.foridabiilclrigor_Wpti'pr_app_�E.aspVparamnymyr� t 6rvv� I requirement for WBOR (ref 1609.1A FBC). I 11 I ------ --- - ':: Sonion 4�O � - � i2274.5 Alwarthimarri, SGD XXY (Fralsi 143" X 80" Single Glass and i -:T I � : Insulated Tempered. Per Moriullmourer's Installation 1 5675.25 � 121 WI-16 IAN-IF113: 14A, 114, 51,11 Ran (min. 25 ga.) Double -Car (92" to 16'0- wide) I : , - - - : instructions. `� _ . � � - � : - , . , � .... - - . - - - .. ............... ­ � ­ - -­ � . - --- - -- � ..................... . ­­ - � � - . - � � I - 1-�---;10 a 73 75, 1500, 190, 76, 76V, 4RST, WINDCODE,� W5 Garage Door ,..,.�,.��.�l...--.-....-";�.i,- I 4 4R'SF, 6RST, 6RSF, 2RST. 48, 4�, 1 � Limits of Use Caftifitationi Agency Certificate 55.486.42B,SSS I Ap r- fic isso in HVWZ- 140 FLt22-11 rt� C: [�A;- ,--� Sii:w, -i%-- ­1 ,'!43 ,,�I-% ! - . I � is I i Limits of U a Installation Instruction. -- 7 I 11 = I APPPr".d for surner outside HVKZ; Yes PP— . Approved for use in HVIIIZ: No F1.5t5-15-11LIL-1�1U3 acyll-rd 11 I I - �Itl ­­q-, ­­ . 1 foripardt Resistant: N., : Quality Amnar .... C.,*,-t Erridirritior. D.E. Approved for use -told. "Villi Yes Verified By: Mark Westerfield FL PE 48495 : 5­0­ B-1 ­­ 1­1 Is, ol. : eIrss'... -1 : ,-In : I f i Design Pressure! -4D,'­i-'1 : C7jQ2,12Ci2 Imprect Resistant: N/A Created by Independent Third Party: No I .1 1 Ukker. , �c 3ttwhcA ck ­-g� fo- th. ansla obon � Installation Instructions i Design Premartard 130 PSF,'-30 PSF Evilluati n Report. , - - .1 ; -1: �. ' ' -: -d r."., ,..L..::'�.� ;� ;j , -� ­­­' - .. �--�"--, ,, h-_.,,-� - v - c Z­..�­ -- ­�!.�: ,.--.- z' "' � r Other: All OPTIONAL glazings available for this product FI-5675 R2 AE CBPC 081027-kInctif I , �, . :� . v. AMPOncla, t Approval - ,t ­, , ­t ps, ;:,m,a­,, 6 -nits/DF a -:--h- .. 1 ­,,� ....... � , .- ' -5L - ....­-. ': - ,., Uses Puvi, U. r I'm ts ,f ,­ : ,;-fisd 3, Lip � �. ­­1 F E� 6 - ' I meet thawInd load requirements ofthe FBC. Two types of Created by Independent Third Party: No I ,'- ** , ...,.......'., J.; t : ' ­* , 11 ; : .1.1.1.1. ­..... ; : Crcot2cl by Indeptri Ind Iart�: Yes i .... Opt_ glazing are available: (1) Opt. Injection Molded Lexan I �­-,. ­� : : Evaluation Replant. ame ` ....... .­�­, 1 �­'E� '-�.,�,�;-.Z�LL��'�L�IAMW�hOM4�I i r Cr..tmd by Ind-Pend-t TI-jr,j Dartv: Fr & Glazing that DOES meet the Large Missile Impact A - i & Cyclic Pressure requirements for Wind-borne Debris I -111K . .. I i :.____._.--.--------- - ----------------------------- - ----- I . ----- - - ------.-- ----------- - ------------------- - -------------.----------------,--------------------.-- ---- -- . ­ - I R ions (WBADR) or (2) Opt. Frame & Glazing that DOES i - 11412 1 1 �1?74 6 � 47F 41, i ....... ,-- S(T) XXX �-i,l­� 14 -,,r , ,O,, - 'I" '-'I . NeOgT meet he impact resistant requirement for WBDR. The M=.. . 'Alp P'l i c , th ,,, TV pe "". � ... 91" " i t : :rsdaoad Tern:er-, Per Pimufscour-l', all -dor P - ... I roduct w/c, glazing DOES comply with the Impact resistant ­ '� anstir"Itcrz. , - , * ­ - --- ­., ' , ..----.. -, .. , L �. - ., ,­g--,,'..-`,.`§. ­ . ­­, ,, .j Cad. le .... in �Col I requirement for WBDR (ref 1609.1.4 FSC). .. .. , — ------- I I Applic Ocin S,srus -endirgFBC �piprbval Limits of Use Certifl-tion Agency Contlifillat. , i 1-��--il �". .�� . ..... �. - _. r�! - -` � - �. ­ 5675.51 -09 PAN-2FI53: 73, 75, Steel Pan (min. 25 gi Single -Car (up to 9'0- wide) C-on. � Approved tor me in HVH Z: No LL.11��.1-1­ � �'­�­�, �, .��!- !..­ I 84A 94, 42, 48, 425, 48B, 4RST, WINDCODEC,) W6 Garage Door wath Optional Impact- &M Appro, run asere trouldside Irl Y- '­Io� -,:1 _____ __ __ _ �051 W6 - I Archived I.P= Resistant. 14. Qua[ I 6RST Resistant Lites Ity Assu rarace Contract Expiration Data _ _ ___ _ __ _ _ ___ __ ___ ---- ------------ - - - --- - -- D..,,,n -4J/4' , i Pres - .,. i C7,02/2C i� Limits of Use Trustallation Instructions - Other. 3 a� �LL-ilvrl[ 11F .. 91 f, Ll ,� ­t, .a,,, loolitillatirsto Imistruction. i -- Approved for use in HVHZ: N Ill �15 II 11L141-A-R§!YI2.0 Podur, Manufai -rarAlAn-aclium Company ancor. .a - O ,r,,,rDr n-d .--h,r FL: ­­l 1,j 7i :,` 1l­.1`.:;�.',�;-.-,,­:r.- ,�t _ _ , . 1, - - - , � Approved for use outside "VHZ: Yes �.rtfirtd �: R.�, West erfield FIL RE 48495 Ad,l,,,,/Ph ... /9"'I ICOL IV Crc,ty P.d Iran is �f ui 11-fitcl Jy Lu 5 � Lomas, P.L. (52� 14 Impact Resi tant: Yes Created by Independent Third Party: No I � o".1 tc, ri 750)6 C 1­17d b/ h,d,,p-' "I", Tl,i,,I--,Ly Y­ i Design premaddroo: ,3s Psri-42 PSF Evaluation Reports 1 �972) 2-2-527i Ext 207 1 Evaluation Reports Other, Solid doors (no glazing) or doors with optional FL5675 R2 E C5K r29i1Q2Z-A.pdf I ,rar.Lar3c.sqflbqa.1X CrOm I ilr­t-d h, Tnd�r­d,nf Tri,d �Yxty! I :dri resistant glazing are impact -resistant (large missile Created by Independent Third Party: No mp dt) I orida Buildil Code odine ttW://www.foridabiildng.org(pi/pr_fipp_�t.aqW.pararrmvCTEI --------------7- ------------­---- 1,iflh­Z4d siy­­ ­ Lom., 5675.52 05 W6-09 PAN-2FI53: 73, 75, Steel Pan (min. 2S go.) Sal (up to 9'0" wide) I -11-realibi.liblaTe.-I 84A, 94, 42, 48, 42B, 486, 4RST, WINDCODE(�, W6 Garage Door I . :i 11 * : 1"....., 6 EST Tedmml Reprssen:ati- IV- Paredes - ..... " 11 " 11 I - 11 ----- --- --- -- -- -.----------- --I - . ... . . . .. ., EN I, 111 i .. - . .. - I �. .... a ""' - 1111, , .." ....'­ .1 .1 ..... .... 1. , - ....... - �. - - . � , I Addr ts/PhonelCirail ICOI W. C­L� F, . , . ,.�. . . . . ...... 11 , Jurnit. of U . installation Instruction. . , , . . I - I I , .... .. .. . ­. n I Zaran I tcr, X 75036 I ­ -- .. -, Approved for use in Ill No FL5675 R2 It 101348-5-Fao�12.Ddf T -'� '.. 0 '. .. :. - ����- . - - - - - - - - .� . ,a,.pa­SSr-1bqacNCcm -.-... Approved for use outside Hi Yes Verified By! Mark Westerfield FL RE 48495 big"id -..,. - Impact Real trionle No Created by Independent Third Party: No I --,- - ....­ . , i -"-- ­`­ � "' J­ 'ealX, -, ­-,xr, � 1­r-,. I- ­­ lubkod.- � Is, 11. ! a- ­ .., ­ 5.111, Design Pressure: +38 PSFI-42 PS' Evaluation Reports i Quality A;a-j,a,,e Pop­iort;bvia [,an P.r.ces, 'A is ----- , - - - Other: The glazing available for this ,r.d.1 nneetS the PL5675 R2 AE CBAPC 081027-Apolf i Address/Phone.,Email 1C01 W� --, CSLY Pd. - Product Approval meet the mpact resistant requirement for wradborne I Carro tcn 7X750�1, rairlat: -1, are, -- debris r.gl-. ,an.p I arsc­0g­cc. -`-- 0 wind load requirements of the building code but DOES NOT Created by Independent Third Party: No I ----f- � I.-------. ----l- __ - -- - ---- - - --- ----- ---------- ----.-------------A -- p�.",.,,�!k,"�-,,!.�,,�'ll.��-�.;: �ix­­- .g-".�i�,2�-n-,�A..&.i.t-�l ------ - -­- -, -- 053 W6-16 PAN-2FI53: 73, 75, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wide) category .-. - 5575.53 ov rd­ .."- 84A, 4, 42, 48, 42B, 48B, 4RST, WINDCODE,I, W6 Garage Door with Optional Impact_ I ��i�--,-_�.-�--.-�--�'.���?��..-.,-��-.-...'.� 1'-@$1.--'1 "�.-�.-I: 6RST9 Resistant LiteS I Gubr�t"­, si,gl. Hung ­ '.' FL N �LIL2939 --- - - , - " *` - �*-----��-..--..�.�---"�...�.,�,.-" - . I - - - - � . . 11 - , � - - - .1 ..... A �ow ­ ... 3 "...;, N ,p,,c.,,., 'Re ., I . , - ... ... �, , Limits of Us "b""d " -' C.a,ApIh,n­ A,erhad �­I­Li­ R,pu, t fruit d H-al, P�Ly,­,d ,,i,-,it,, ­s , LILINI'd ��,�.....*.�..,.,*�,.......*,*�",*i,, I 1' ?CO7 I �T I"T't 71orida FrotEssio-I Erigneer `% �� A plicatici, S:alus Approval Approved Zir use in HVIIIZ: No 11161S .A IS 9-A-RaoyI0-Sh.rt.Dd1` . ,�,"."'.i. -� I, , I Code Ver-O Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FIL PE 48495 ....".,.'.iii%".'.'�'***m-.----,.--�'-� P Impact Resistant: Yes Created by Independent Third Party: No - � E-1-t- Report erdozp� Face— - 11 . �.. .. ' I - Design Pressure: ,37 PSF/-41 PSF Evaluation Reports i I """i I � Arch, Oth Solid doors (no glazing) or doors with optional FL5675 R2 AE CBPC 090630-A.gdf � - ad A T , I Flo-nda C ng near or Architect Name who davel3ped -uis Roberto Lomas I ri It esistant glazing are Impact -resistant (large missile Created by Independent Third Party: No the EvElpatoi P sport -Pact). - ­.- I—— .----- -- - - Flo'ida Li­o �E-F25 14 Prod ch madrufactirar �an-ral Aluminum com pary -------- -- ---- --I Add­�/Ph­jsnnad 1CO1 t..��4 -1-,JL.1�pi11-11I13: 11, 71, Steel Pan (min. 25 ii Double -Car (97" to 16'2" wide) Qu shty A;­rarce G-ty, "ti-al Accied-tion 9, Ma,a­.nt I"tutut, ,W CrcsI,y Pd 5675.54 i :arro I in X 75036 iiii. g , , ST , �. , 428, 48S, 4RST, WINOCODE-� W6 Garage Door ! Quality A5sjrarc.,, C.nt,a-t E,,p rat- Date 12/31,12313 97 �) 212-5271 EXt 207 -----I I Validated By D tol- M. 11 : ch PL I van.paracesoqactx Ccm Limit. of U is Inortiallation Instructiodus I Approved for u:: in HVHZ: No FL5675 R2 11 101539-MRay1t) .rt pdf i Validation 1-.1,1i,t Harc.py Pa:­od Apth.-GO! G,g­­ [,an P red., Approved for u outside HVHZ: Yes Verified By: Mark Wastarfi d FLZ481 95 ,an limpact Resistant: No Created by Independent Third Party: No i Certificate afl,d,lo-dence --L'­jj-, r., li�i Cj1,1C,­r,­ psr5cosogs--m Design Produriums: 137 PSF/-41 P5F Evaluatitin Reports I � 1-.­­--------­ � Other: The glazing available for 111, product bri the IL1611 P1 All C PC 0 013 -Apd I Trachan-I R.p,,sson:.ir,e [van Paredes wind load requirements ofthe building wide but DOES NOT Created by Independent Third O Party: No I P.fa,enc.d Standard and V.ar (.fStsii Standstill yords, Addreas/Ph ... /Error 1CO1 W, Crcsl,y RD. , B 9 meet the I mpa It resistant requirement for windiborne i AANIAAIIDM�/C�A 1OL/:.S.-,/A44O 2001 : arro I tcr, TX 7 SO Do debris ,egions. i ivan.P3r3Ce50qaCty.CcM Eqa, -I., ce of N �OlOct Bt­d., us -rofiedl 3y C..I,ty ­­­ Rapr.ssartat­ red SIrcb.,+. AddressfiPhorejEarad IC01 W, CrOsIty RD Sections 'ram the Code - arro, tcn. TX 75056 t.�­r.b.cV,0gzct­ F-c--t- al-, ,-I M,,,,.,l M,fli d I .� "'., F! Category w rl CIL- �,ib iI­ 02117/'20ii ,subcat.9­y, �orizont,l 91,crar Date Va,d­d U21illf-.01 I r',r- P-d -, 0-,V- ,U', 01 I - , Flul,dd R�y­­d Ardii Leu( ­1 d U-11-U T rP( App, �, =t I Can, ph-- M.Ih.d - - I - I ,rical"Irl., 1`=1 Eng, "Fora I I �­Mvrvraasry of Product. — ------ - --------- --- ------------------- - - -- - ----- ---------- --� Flatiaotior Report lardicati R­i­ :: FILL # : Model, Number cor Nards, Descripticrin . : i Flo,ida Eng near or Architect Name who ,Bvai�pedl -us Roberto Lomas : Product Approval Method Method I Option D : j. 1,1 12 - I i55--1/157-i CESIC1,11l -H 1-550 J�70 - �4,=P SH 1j­l-[,Jf,jjy',1j tA - )OW the E�J.,sll­ Report : : ' : '1014 11`117ACT Flo,da L—e �E-t!2514 . .­ — :: Linsits, alf U.. InbbdlAiun Instructions 1;ualitY Ass-r-c. L-ity �at­,,[ Aco,od-ton and Managsn ent:ri Date Submitted 04/17/2009 I App ved for use in HVHZ: No ; :. ��',-, r ,:! ;: fq . . n 1 , ­� � � 11, QualityAisirarce Cont--tExpratibin Date I.-/31!2311 Date Validated 07/08/2009 i Approved for us. outside HIVEIZ: ­­ 1,"ifii,lirry 'rizR,:l , i,-,,,-',-,- 4 . Validated By :rba­ A J­h, PC Date Pending FBC Approval 07/1512009 ! Impact Rest. ri Pro Created by :Tdap�-do-t Th r- P­-�: ,(as , I Design Fin .... rcu Wk Evaluation Roports Validation CloOklist I ar­py Raza,ved Date Approved 08/1 1,2309 � Oth r� PFTP -0 TPjr7',TAI A­J'X,J [Pr,TRI 1(-T[')rJ; F('.P F., ...:;" �" ­r ,:It -­ ,-- a - : .-- . ­ ... . ............ ­.. -4 .... :: SIZEz AND PA-A'13Sr Created by :ndecre-de-t Th r- P­-�: "" Certificate OfIndepondenc, �L�J,_,:" S —1, 31� �­J�f Summary al addicts l ­- - - ..... ; ......... - � .......... ................................ � ­ ­-­­ ......... ­­ .......... � - T­ . : i44i2 2 i i5su,�J57-j PErT,!PACOL4- �� I : - 5!AjL�70 ECTArirli �H A-1-M-NUM w,If,DOJ1 11 FIL Model, N-ber or Name Description : : P 011= P.f.,.n-d Stai and Year (of Stand.,d) _ - ___ _ ____ _ __ - ---- -- --- --- -- : : Standard your --# - - ---.- -..- ­ -- --- ------ -- - , I � - ---- - - - ------- : ­ --- � ­ ­­ � ­11 -1 � 11 ­­­­.- ­ ... � ... - . .... .. � 1244 1.1 ,. 'Til,rCllsal,", "5m,*115111", TO 1 6'1 Opaque 1`11,11,1111 Single Docar will Transom j :: Limit. of Use Installation I.Ar,actions. AANA/WDMA/CSA 10-/I.S 2/A440-CS 203S "ClassicCraft" or "ClasoloCraft (O/X) - Thawing or Citut-Ing :: App vad fipr ... I. HVII rk, ": � - �, - ;I -­1 ��- -­ N I - ---- �­­ . .. .... ...... I ­­ -- Rustic" Series : Approv for ... dortsid. III �­ W-rlfi J5v:Lu1--RoIbcroOI­­o3675-4 -- --� : I - i Equi-i-ce of P-,d,,t 3t,,d,,ds I i : Impattiterrialtris : 'j. (,.ii y ­r,j,-.p­d­t,n­ -. p=,-1 Y­ ! iLimits If Use Installation Instructions i : D .1g. Pressure 1%1� Evaluation Reports U.'r,fiod 3y 1 App-::; for usue in HVHZ: No 11 - ­ ' RDLJL-IN3--1�4A1,I..df � ; �� _ �;,. - i Approved for unse, outside Hi Yes Verified By: Lyndon F. Schmidt, P.E. 43409 i =­ 11 1:1-til V 11`1�, AL -A 1UN Itj�; PUL I t:,If,� FUI, . ;��, -..- r: � ,­'.., :%', . : C ;: S17F 3 ANF- RA-fN3',, C­t,1 by rd,.r,­6,-tTP, - P-r-, Y­ i Impact Resistant: No reated by Independent Third Party: Yes I . � I Sections �rona the Code . ig Premiums- NjA Evaluation Repo a I . 0- " ST I I �­d, - A,,,,,,,l V,rh-d A--d I OpIn - IT : .11-; Sea "' 1441.1 for Design Preassure Ratings, F1 12441 RD AE FVAL 12441.1.pdf : any addi . Be A imitations, installation instructions and Created by Independent Third Party: Yes !i u tion 'I a! I -),t� -,rh,mft,A 1)-X11110'^M prod a Particulars. ; �� ---- --------,------ ­­ ------- -- - � D. L, Vuh -,Le,J D­t P-309 � 12441,2 � "FilhanClassic", "SnaccithStrar", TO X 6'8 Opaque Fiberglass Single Door with Sidelites and 1 t - I "ClassidCraft" or "ClassicCraft Transom (0,'OXQ) - In5wing or Outawang no o De,-ing F­rC,1p-,r­I _-,',, '1/2xl� i j , � --- �, Rushc" Series ----- -- --- --- -----I I JC , Aipp-­O� 1�,'1-112jUJ 1 Limits of U Installati- Instructions i Approved Zr me In HVHZ: No r1­12441 RD 11 - INST 12441.2.pdf i I Approved Ifor us* cautsid, HVHZ: Yes verified i : Lyndon F. Schmidt, P.E. 43409 1 . Summary of Products . I- I O Y : ; i Impact Resistant. N Created by Independent Third Party: Yes i :FL at � Model, hurnbrour or Name Description D ign Pressure: N/A Evaluration Report. � : i :- - --- --- - . t - ­- ­­­ ....... ........ � ...... � ................ .. ­­. � ..... ­ --- --------- ­­­­ ... � ........................... � ..... I O= Sea INST 12441.2 for Design Pressure Ratings, FL12441 RD AE EVAL 12441.2 f i I 12%j, 1 i ­e, 2000 Aluminum HIS �Fin� e4' � 60" :ra-lattd A-ri D�P: `�- I 1 anybadchbornal use limitations, installation instructions and Created try Independent Third Party: Yes I : : . I : : N1aH1If­-­I'�n11LxI1.iJ111 111-16111 , pro act tCulars. : ---- ---- - ----- -- --------- --- ----- - ---------- ­ --- ---------- --------------------� — -------i � Li mill of Use ImtaN.U.n Inustructiondis �� �N �� : ,-. : Approved for u is tHVT1Z: PA. a,L---��­ � , "L -a-IX� t ;I, L�'­, � �- ..- I I i u:e - : Appircaoxid ftar bottle NVMZ: --, ve" ­ ,,I F, /: LLI P b.ii P.� 62-14 1 :: Impact Resistant: Plo Crea:.d --,v 1--ei Th r- P-rz': I-O : I : Design Firrearniar. 4t, �O Evaluation Resistant. I Other: �­ mtt�j­l d­ ngz f- -ht, --ril'ti., F! 1 -��j -�<) -� -, ,�r '� 1 1 -,-, D-7 ,;- : ..... � : - s- u ob -.n s, p-o,Jurt per fo-an arn �a. I I in tsA) P an � oti or c, o a . e d, -,,' I n-:e, �-�- �. *�­i -:* T In r � P - r -- /: I z I I :: IMI-D 01 use, ,.=�i—,;-L- rw" iiwwwm 14."aiiir�, ­­­L­-ri­­­�.­ ­'­­rx1­.­X'­ ­2 7- "'..., T -, " 4-11:-­1,A,j�"I ", ��­� � �­ ' ' ­­Arsr­­1 IL ' F 5302-RI Application Type R ,,s,Ia C,1, Version 2 07 A poload- Status �ppr­iazl Cd.m ,,:Ots Arn, O , I PrId-M n,f,ct,r,r Am., Garage Doors Address/Phonas'Emarl 165 Dearing, Court Wi insion-Salear, NO 27105 (336) 251-1309 dannyjoynarriannarr.com Authol-d Signature Danny Joyner d.rny.j.y,iv@.m.nr.ccm Tschn-I R,primentin- Danny J.ymir AddressrPhone/Email 165 Carriage Court Ir w ,sto'-sai'mi, NO 27105 (336) 251- 1309 djlyn.,4a.rrn­a,,..ra Quality Assurance Repr .... tative Add­/Ph.a./Em.0 C.t.g.r' Exterior D..rs Subcategory Sectional Exterior Door Assemblies C.raphiance Method E�al uati.a Report from . Florida Regstia-arl Architect or. U.n.d 'lards -f-lonli Eagireerr ` E­I..­n Pop- - M.rdnl,y RoO-ed Flo, do Engineer or Architect Name ,no J ... loped Thomas L. Shelmi " the Evaluation Report Florida License PE-0048579 Quality Assurance Entity Inteft,k 7,s,,g Sa-ce, PJA In, Quality A"un.ace, Cdnm­ Expiration Date 01/01/2099 Vandated By Ste'"an M. Udch, RE : - Validation Chad,list - H,rdcopy Racei,ed Certificate of Ind,Pard-ore FL5302 ,�l-C�l--.��,,,i,,I,�,,,�,,eLC,LtLI 11-111,11PL11,11�;,, 7 I, ­1 ,df Rolf .... Oed Standard and Year (of Standard) yeat ANSIMA,SMA, 108 2 02 ASTM E330 1002 Eq a ,al-ce of Product Standard, Cadres By Sent-O, from the Code Pr.d.ct Apl Method Method I Optim D 0 to Submitted 12!15/2008 D to Validated 01107/2009 0 1: lending 151 Appr ... I a 'i .... D: t ApW ... d .2"DI!zins - -- ----- ---- ---- -­­----­----------------- I -.z - Stretford (PBOO) and Montag, -- D,,ij. IRC-6009-130-15, 7hOr 9' wide. I (mesa) — ­­ - -- I Limit. of Urm, Irstialle'ri Is. �manacti as IApplaxive Ion - I" "i 11 11­',30�' , , " "C- ­9 130 15 Pdf A plOsved for ave outside KVHZ; Yes v"ift'llay: TOM SH LMERDINIF 0048579 t Impost Resistant No Created by Independent Third Patty: Yes j Doodis Isrommona: ,26.7/�31.6 Exobartims R.P.... : 01hor: Desigr Pr­ro ,26.7,'-31.6 Not Orr use in ­VHZ. 1 .azing option shall not be uwd,n wind-borne debris rl,s3t,L R1 AE ASCE i 30 ',2 .5.p,f FL5302 R� AS p 533- T - -6001-rn-15 , "T 'RC I region aness structure Isciegnedl ,, partially enclosed or Created by Independent Third Perry Yes I- a replacement door. ----- 53O2.Il 1 Stratford (M600) and 11,mrag, ------- Owg IRC-6016-130-15, 10'Thm 16' wide, 1 (M950) - --------- - -- ------ - - -- - - - - - , -- -------- --- ---- - -- - - -- -- ----- - - - Limits If Use 1. Re Ion is "'. !no Amens for use I. mar1i x. - . j'j-, R1 11 I'll, 1��l� T 11-1111t-1311- I,l Approved for ram, outside HVHZ. Yes Verified By: TOM SHEUMERDINE 004SS79 I Impact an : 0 ! Created by Ind.pand- In inly: Yes Design Pre. -: ,25.61-29.1 Othei Design Pressure 25.6!-29.1, Not for use in HVHZ. ! Exahartiesin Reports I FL�3ij� Ri AE ASLE -1 JJ � C5.p,r Glazing option shall not be used a wind-borne debris I rLS302 Rr At �71,D c I ` -- T-7RC-Ecal- 115.pdf region -1:ss structure Is designed ris partially eirclosed or d­ is I , Dlincz­ d I, _�310, :' Created by Iad­Od.rt Third Party: Yes I I -- m - , . kpjgglpe�i, W11- 1114Rp W�E' :- -Wr - ", , �, � I, , ru, I *7 .'­-i. � - - -- ­­'; � - A � 4 1,11"IF50 IN M— , T.., - ­11 ­­.­ - ­t I I. .� -- ­ ,­ I �iamwss==-=—=f�-Ilz -1-1Z., ­1­1. 'I'd"' -1-1 ­­­, L ... 11 ­1 lr-d� Vp�wal oroas Q- I 'i _ ­­�� � ­­ ' ,u­ F I I Anskot. ­4 FL5427-R2 ApplIdt,on Type R Y­. Cod V­ion 2007 Ar,plcatl.n Status Approved C n-i Arch- I - Product M ... factue, Am`nr Garage Doors Adi h,re/Cmal 165 Carthage Court Wansion-Sal all, NO 271cS (37') 25 i-lars, d.rnyj.ynerxo­nr.odm Authorized Signature Danny 3,yner darly.joy­rianno-cam T.Ohrk.l R.p,..atati,. Do," )ry,,r Addlexx/Phore,'Emoral 165 Carnage Court Winston-Salem, PIC 271G5 (335) �al­30B dj,yrererammo­c,m Q,al ty Assurance Rep,eson,tati- " Danny MY— Addrese/PhonslEmall Ama�G.aai Doors 165 arlage Court W"not'n-S,lann, NO 27105 djoyrierigamart-m Category F tortarD.- S.bootegrory Siscboral Exterior Door Assemblies C-pli- Metfi.d E-1,,twn Report from , Florid, Registered A,ch.tect ., , Licensed Florida Professional Engineer 1. Evaluation R epo rt - Hrardo,py Received FlOrda, Engineer In Architect Name ,no dorwrlOpeol " Thomas I. Shelmordine the Evaluation Revort Fl ad, License PE-DO48579 Q..Iit, Ao..,.n- 15lfil, 1,,tartek Testing S,r,,c,, NA In, Quality Assurance Contract Expiration Date ol!oV2099 Validated By Ste,,en M. Unch, RE cr- Volidat- Ch,,kli,t - Hir,dcozy Received Certificate of Indrip.nd.­ -, - 11-1un I 1� � �--r -­ �',sl ­,,,.. "t- �, 111:1�,­d, ,, 2 2L2mY7­pdf Referenced Standard ardYear (of5tandard) standard! year aSTM E3 � � q,i,,I,nm of Product Standard, iertified BY 54273 Class- 1000 old 2000 MSOO, 9'wid.Clialice 1000 and 2000 M50c, 500, i ­ _ , Sao ­ _ _ ___L __ ---- -1 � I IRC-5309 13 -15 i -- --------------- --1 Limit, f Use, Installation 11mansleti ... ! Amormwal lo ,as I. HVMZ: No F1 r4�' rr� it t­ ��09 I -al 1 � P , s­,�,, `1,..,i11:1 p1j, i Approved! for ins outside Hailhii Yes Verified By: fir,nas L Sh,lm,rdi,, E PE #00413579 i Impact seeds art: No Created by Independent Third Patty: Yes I 0 is. Pressers: +26.7/-31.6 Ewthisi R.Parte I O=t Not for ..,a HVHZ. Glazing n.t available in FLI427 R-' AE ASCE 0 i 9U �21 U5.,, i ! HVHZ 32"IelaBsci MAX FL54� R2 As Cl., N flrdzi 1�. rla-n —0-11f i - - , IL-427 - 11 rac-13­70-15 E­­, ai Ri,"'."'ar � - - -- - - Created by Independent Third Patty: Yes i - � . � )a M500 -------------' 16' wide Classic, 1000 end 2000 M500, 500i IRC-5316-130-24 _ ____ Limit. sit U ......... ______ ____________ Imbrue I.. Instruction. A roved Iranian, in Himi No Pit FL'o2' R, Tj nl�-�,71" -1 I -1 I 1AW 1� F-� D Approvedf-rua.urt i .HVM:Y.s Verified By: Tr.mas L. S.Ynaldiru, FL RE 0048579 impact soon taint: No Created! by Ind.read-t Third Part,: Y.s : Domig Piroamers: 125.6i-29.� Evidults, lt7sirt, OMW: Not for use 1, HVHZ. Glazing lot IvIll,ble I, Hvilz� a2" Tall B.1-I MAX - ,� 11 1`,� , , 's'r "_,a ­ -111, , FLII27 K� As JL1 r, li,�Il s'o Iff, . ivu. ­,­ff -l0000l' W W = (n -Fa C) .Io-, U 70 > = -0 L— 0) " Q = 0 a) en 0 " = M -0 r, . .5).Z5 .2 (on a) :t� = = CO -cc Ln W -0 U -2 -0 = c C) t- -2 = "O W 3: = = .0 LL- — CIO 0 �� l M > - Ln -0 E 0 V) 'F= W V1 L- q ""' L- rn �-- M -0 1.2 . = Cc .1--i V) n < 0! 4 Z Z W mi V a � M 4—j (3) r""""""""` 0 4—J M L) Ill ---- I -1�-i 0) G) c-, < (/al) (M > Q) 0 4--J m V) C-) r") Ill 1--i U 0 = seo 3�: 0 L- 0- 0 V) U M co LLJ � < ;Z ;� < I a_ SHEET NO. PA 1,1 1-pil. S.-k S115 & F lu­­ 5- 3C. ul, s-1, Product Approval F FL89OS-P 1 Application Type P-s- Code Version 2007 Application Status Approved Comments Alch-cl Product Manufacturer Ceneral Aluminum Company Address/Phone/Email 1001 W. Crosby Rd. Carrol It n, TX 75006 0 (972) 242-S271 Ext 207 ivan Re r.dos@g a i Authorized Signature Luis L.m as rilomasolriomaspe.com Technical Representative Ivan Paredes Address/Phrne/Email 1001 W Crosby RD. Carrollton, TV 7500 ,v an paredlesogact-om Quality Assurance Representative Ivan Paredes, ME. AcId,e­/Ph.oA/Ema,I 1001 W. Crosby Rd. C.,,blimn, TX 75006 ,van pa,.sitrogg-t-orn category Windows Subcategory Mullhor- C,mpl,aoc. Method Evaluation Report from a Florida Registered ArcI or a Licensed Florida Professional Engineer Evaluation Report - Hardoopy Received FI orma Engineer or Architect Name who de,eloped ­1 'IS P LOMAS the Evaluation Peport Florida bop -le PE-1�.2SI4 Quality Assurance Entity National Accred.tation 8, Management Institute, Quality Assurance contract Expiration Date 1-2/31/2 011 vat, Jaired By Steven M. Unch PE Validation Checklist - Harcloopy Pace,ved Certificate ofIrdeperdence Referenced Standard and Year (of5tandard) Eauivalance of Product Standards Certified Py Sections from the Code 1609 1 714 5 913-72.070 Prod uct Approval FetInod Method Z Option 5 Date Submitted 01/09/2009 Date Validated 01M12009 Date Pending FBC Appr-I 01115/2009 Date Approved 0210312009 . ... .. 8905.5 144 5, 5347 AND 5547 VERTICAL 1445, 5347 AND �;5A7 VERTICAL MULLION MULLION Li nsit. of Uis. Installation Iretructionis, Approved! for u:: in Hlli No if JL�i IZA Approved for u KVHZ: Yes V.ofi ad 30:11-Lits R. LOMAS 62514 rt:..t.'d. Impact Flesiston, N/A Created by ndependent Third P3rty Yes Design Pressure: N/A Evaluiation Reports Other: REFER TO EVALUATION REPORT AND INSTALLATION INSTRUCTIONS FOR DESIGN PRIESSU RE Created b,,, Independent Third Part�,, Yes L RATIN__ ne ....... Elk �Q kiiii,*!i�: .... . . ..... . ........ . ......................... A.- lain 11- 1 S sit- yel 11,iff 6111S S1. �lir .�l s..&. 'll�..Produlst Approval '4 Limit. Plbk j- J. Appal zv -ioi, Pe -a FL Ar FL12968 Application Type New code Version 2007 Application Status orrum-'s Approved Archived Product Manufacturer r aneral Aluminum Company Address/Phone/Email 1001 W. Crosby Rd. Carrollton, TX 75006 24-5271 E�t 207 �972) ­n.;par.dasQg.ct., com Authorized Signature Ivan Paredes var, pareci com Tachrucal Representative Ivan Paredes �ddr.s,/Phon./Emal LOCI �1. Crosby RD Carrollton, TX 75006 tvar paredesfligactx com '�,alhty Assurance Representative Ted "ctob.ck Ac1d­/Ph.rra/E­I 1001 W. C­b, PD -arrailtor, TY -CS6 ted c,obad0z;.lc,, can, Category Windows Subcategory S.ogle Hung Compliance Method Certification Mark OF L,Sbcg -11t,fication Agency American Ardr,"ectura! Ma-facturers Association ,abdated 5 V Sta­ M. j-h PE V.I,d.t,., Ch.ci hst - ..rd.py P-e-c! Peferpoced Standard and Year lof Standard) Standard Yen AAMA/NW'&C- IPITS 2-97, Lac,- AAMA/WDMA/rSA 101 S 2/A4a015 -00 1 E,.-aleoce fPrbd,,t Standard, red By Product Approve Method Method 1 Opt— A Sale Submitted 08/26/2009 Date Validated 08131/2009 Data Pending FBC Appr-1 09104/2009 Date Approved 10ji3j2O0q 12%.a.4 Series 1900/1970 Limits of Use Approved for us: in HVHZ! No A Pip roved for u. ourtside HVH2! Yes Impact Resistant: No is Design Pre:ture: .401-40 Othen5ee tached drawings for the installation PI pelformance, osbuctio"s, od"ot mi and oth., inn't. use. Alunrtin.,.im SIH (Fln) W x 72" Insulated Annealed DSB. Per M.mula-tura­ Certification Agency Certificalte =� P--- C -Ctri 117��! : S4 4:.< Quality Assuransce Corintract, Expiration Data 03111/2013 Installation Instructions I :, v62 Verified By Luis R. Lo �-S. P�E. 62514 Created by I ndependentrhird Par-tv: Yes Evaluation Rap' Its Created b� Independ"t Third Parto,: DZIGI-i Log!, U111Rrpst1A:11 IlItTlros SII,m,LS�holge 5tats&FAc:s Publications rxstaT K:5ateMaP Lnks b .. I Product Approval USER: 14,N� -d-, 1pokai­ ­10 A" --t- L., � Applindkin, Dio.11 FIL FL5444 -R2 Application Type Revision Code Version 2007 Application Status Approved Comments Archived rk Product Manufacturer CertaInTeed Corporation- Ro0fi ng Address,'Phone,'Email PO Box 1100 1400 Union Meeting Rd Blue Bell, PA 19422 ` 215) 274-2350 licha rd.a.snyder(cbsaint-gobain.com Authorized Signature Richard Snyder richard.a.sirrycler@saint-gobain.corn Technical Representative R. Allan Snyder Address/Phone/Enni PO Box 1100 1400 Union Meeting Road 8 Lie Bell, PA 19422 A%n.R.Snyder@salnt -gobain.com Quality Assurance Representative Address,'Phome/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Profess' onal Engineer Evaluation Report - Hardoopy Received Florida Engineer or Architect Name who developed Robert Merriman the Evaluation Report Florida License PE-59166 Quality Assurance Entity Underwriters Laboratories Inc. Quality Ass�urance Contract Expiration Date 1010112010 Validated By John W. Kneiamich, RE Validation Checklist - Hardcopy Received Certificate of Independence FL5444 R2 COI Tr ritV ERD Certificartion of Independence.pdf Referenced Standard and Year (of Standard) Standard YMU ASTM D316 1, Class F 2003 ASTM D3462 2004 ASTM D7158, Class H 2005 Equiva ence, of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 07,127/2009 Date Validated 08/13/2009 Date Pending FBC Approval 08/31/2009 Date Aciproved 10/13/2009 Summary of Products L At 5444.1 rtainTeed Asphalt R topfl-ng laminated, architectural and 4-tab asphalt roof Shingles sh"'agies, Limits of U Installartioin Instructions, APPI I "se, in Hill No FL5444 R2 13 er�7270ql`li s pPaltShm FL5444- _A_ _qLe_ Approved forr Lial outside HVHZ: Yes R2.pd impact Resistant IN A Verified By: Robert Niaminen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluationi Reports FL5444 R2 AE et-073709FINAL Asphalt ShInale F,5444- Created by Independent Third Party: Yes INC:] Dpe,1,o.M.fC­ushtyAAi Fbrkft ft"s, Cd. On&. Cd- W R .. III.& 14S7.1824. F­ r8501 4j4­36 KTSF',,,, Lg Us,- Rg,,=,, HotTopics stat�a,,� PLv,,t­ rncsti Di Lr� St- - Product Approval uses' rk,tll - �, �J�tp Applimi Det-,A FIL # FL12103 Application Type New Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Atside Address/Phone/Entail 3773 State Road Cuyahoga Falls, OH 44�.23 (330) 922-2389 nthompsom�)alside.com Authorized Signature Nick Thompson rithorripsonoalside.corn Technical Representative Nick Thompson Address/Phone,'Emall 3773 State Road Cuyahoga Fail,, CH 44223 nthorribson',ZDalside.com Quality Assurance Representative Jack Mowery Address,'Phone/Emall 3773 State Road Cuyahoga Falls, OH 44223 (419) 853-4656 jrnoweryPalside.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 17 Evaluation Report - Hari 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 Urich, PIS T Validation Checklist - t-ourdicopy Received Certificate of Independence FL-2103 RO t ­RiL Referenced Standard and Year (of Standard) Standard YMK ASTM D 3679 2005 Equivalence of Product Standards Cart fled By Sections from the Code Product Approval Method Method 1 Optic, D Date Submitted 02/12,2009 Data Va I, dated 02/25/2009 Date Pending FEC Approval 03/01)2009 Date Approved 04,107)2009 12103.5 ]Coveri Vinyl Siding Limits of Use Installation Instructions Approved for usie in HVHZ: No F 12 1 �O� RD . 11 C�ycrt-Y.Dd Approved for use outside HVNZ: Yes Verified By: Architectural Testing, Inc Impact Ressistani N/A Created by Independent Third Party: Yes Design Pres.uol N/A Evalustiont Reiport. Other: For use as exterior cladding only. Not for use In FL12103 RD AE Coventry-Pidt 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" 1,'- 86.5 psf with nails. DCsl­ �gln z J­RWst-.n H.1, TOI,�- 5-0,5-ro, StAt, a PuU,.- 3�. 3,,,1 r3c:s s,' o" Lol,. �­ Product Approval MER: Pul, Us�, _L0 LplLgictiLitil Appika a S' psr, t dK A, It- fl- Miss FL FL12199 Application Type New Code Version 200 Application Status Appi Comments Archived Product Manufacturer KAYCAN LTO Addriess/Phorp,'Forail 407 Bayer Circle Williston, 'IT 0549- (90S) 793-9462 Ext 235 alex,jovanov,c(:Dkpproduc-ts.com Authorized Signature Jovancvlc Alex alexjovimovic��kpprocli.JL,5.00111 Technical Representative Alex Jo�amoyic Address/Phone/Email 255 Summerlea Road Brampton, NON -US 05476 (905) 793-9462 Ext 23S alex.joyanovici,:)kloproducts.com Quality Assurance Representative Alex lovanovic AddressiPhone,'Email 255 Summaries Road Brampton, NOW US 12345 (416) 553-6818 alex.jovanov�c(-f)kpproducts,com 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, Irc. Quality Assurance Contract Expiration Date 12/31Y2011 Validated By Robert A. Walz, PE Validation Checklist - Hardcopy Received Certificate of Independence FI�2199RC C31 --,--C Certificate of :ldependence.pdt Referenced Standard and Year (of Standard) year ASTM D3679 2005 Equivalence, of Product Standards certif ad By Sections from the Code Product Approval Method Method I Option C Date Submitted 02,126,,2009 Date Validated 03102,2009 Date Pending F6C Approval 03/05/2009 Date Approved 04/07/2009 FL*_ 4 Noded,-Nurnbw or Name Delacription 121 99.1 Center Vented 12"�Solid 12" Triple 4" Partially Perforated Vinyl Soffit Limits of Use Installatioln Instructions Approved for ui in HVHZ: No in K3Y,�n stallation.gif Approved for use outside Hli Yes Verified By: ICC Evaluation Service, Inc. Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Oth­ Must be installed as per the manufacturers Fl­12 19S- R0 kk­UR�-14195-jan-09 Pdf Mli Lgt, U-1kepstratc, H,I,T,p� S�tS­� Statsi&F,dts Pubkcator, r DCISSitellap Lnk� nch 0 Product Approval USER: PuW V- P-- APP-a Mer, Applioitim Duals FIL 9 FL2075-R3 Application Type Revision Code Version 2007 Application Status Approved Comments Archived T Product Manufacturer Florida Metal Products Inc. Address,Phone/Emall 6940 Stuart Ave Jacksonville, FIL 32254 (904) 783-8400 clark(,Z)flamco.com Authorized Signature d:rkjones d rk(o)flarricocom Technical Representative darkilones Address,Phone,'Email p o box 6310 jacksonville, FL 32236 (904) 783-8400 dark iliflarocc, som Quality Assurance Representative clark Jones Address,Phcne/Email p o box 6310 jacksonvi Ile, FIL 32236 (904) 783-8400 clark@flarinco 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 Miami -Dade 8CCO - VAL Referenced Standard and Year (of Standard) Standard YME TAS 100 (A) 1995 Equivalence of Product Standards Certified By Product Approval Method Method I Option A Date Submitted 06/05/2008 Date Validated 06,130/2008 D:te Pending FBC Approval 07,108/2008 D te Approved 09/15/2008 Summary of Products FLA, i Model, Number or Name Description 2075.1 1VENTRV10 VENTRVIO Limits of Use Certification Agency Certificate A roved for us: in HVHZ: Yes FL2C75 R3 C CAC 07-1105.06 RVIO MIAMI DADE.pdf Approved for us outside HVHZ: Yes Quality Assurance Contract Expimaw, Impact litinsistant: N/A 01/31/2009 Deelign Pressure: N/A Installation Instructions Other: FL2075 R3 It 07-1105.06 RV10 MIAl DADE-12df Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evshartican Reports Created by Independent Third Party: 2075.2 !VENTRV10____ VENTRVIO Limits of Us. Cartificaticin Agency C-lificatis Approved for use in HVHZ: Yes FL2075 R3 C CAC 07110506 RV10 MIAMI DADE.od Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 03113/2013 Design Pressure: NIA Installation Instructions Other: FL2075 R3 111 07110506 RVIO MIAMI DADE.ia V rifled By: M ami-Dacle BCCO - CER Created by Independent Third Party: is. Created by Independent Third Party: DCAA�nnin.natlgo DFi,,rt� afCieom,,*yAffk, Florid.= C.& 0,0. CdaI, wW Standbaft Z -W� 323W-2-' "o 85�) 487-1824. Isso, 4­3e FF Los:, Use-Re-na,on HOLT- 5,bct Sun,�­ Stl�&F­ Puri 17,C�A,T 0�-:SSti,l�, i Lnk.- S— Product Approval MER P�1, A-e- 01 �Gl13CIS11- _Nl.n:, , ��dtaa-st Apr]- ­e�LO 2�Mb­.5,, Leor App"Pition Dii FIL FL11024 P i� Application Type New Code Version 2007 Application Status Approved Comments Archived 'A Product Manufacturer Southeastern Metals Mfg Co. Address,'Phone,'Email 11801 Industry Drive Jacksonville, FIL 32218 (904) 696-4682 jhkelseyesemetals.com Authorized Signature Jeremy Kelsey jhkelsey�,Risenretals.com Technical Representative leremy Kelsey Address/Phone/Email 11801 Industry Dr. Jacksonville, FIL 32218 (904) 757-4200 Ext 4682 jhkelsey@sernetals.com Quality Assurance Representative Gerry Shotsberger Address,Phone/Emall 11801 Industry drive Jacksonyille, FIL 33218 (904) 696-4204 gpshotsberger@se.etals.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 - EVIL Quality Assurance Entity Mlaml-Dacle BCCO - QUA Quality Assurance Contract Expiration Date 04/15/2014 Validated By Marri-Dficle BCCO - VAL Certificate of Independence Referenced Standard and Year (of Standard) Standard YAK TAS 100 1995 Equivalence of Product Standards Certified By Approved Evaluation Entity Sections from the Code BCI$ho,e lulil, U,e,Regt­o, rlotTo,os Sub,ksu,�ha,;, Pubk.t.- fff 3.1 DC:153ii ur. �,h 10 Product Approval USER: ",, - P,M,xt Appr­i "i- I �d�t 11 �ociKat­ �rl A�s� Lt , Appilloitiol Ditall FL4 FL722-R2 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Metal Tech, Inc. Address/Phone/Ennall 7635 w 2nd Ct Hialeah FIL 33014 (3 0 5) 9�0-7507 steva@metaltech.com Authorized Signature Steve Pulliam Engineering(&metaltech.com Technical Representative Address/Phore/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 T Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert S. Monsour the Evaluation Report Florida License PE-11955 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expliation Date 12131/2010 Validated By ORLANDO L. BLANCO, P.E, Validation Checklist - Hardoopy Received Certificate of Independence FL722 R2 COI 024 cert hop.rd.vd! Referenced Standard and Year (of Standard) Standard ASTfI IS 330-02 2002 SSTD 12-99 1999 Equivalence of Product Standards Certlfled By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/27/2009 Date Validated 02,102/2009 Date Pending FBC Approval 03,111/2009 Date Approved 04/07/2009 FIL Ar ros Description 722 1 024 Galv. Steel Hurricane Panel Limits of Use Installation Instructions Apprroved for use in HVHZ: No rL72? :�2 Lt. (124 drawirm.prit Approved for use outside HVHZ: Yes Verified By: Robert S. Monsour RE 11955 Impact R"istent: Yes Created by Independent Third Party: Yes Design Prawns N/A Evaluaticark Reports Other: Not foruumse In High Velocity Hurricane Zones of the FL722 =2 AE 024 evaluatior.rdf Florida Building Code. Maximum Span 140" at 24.52 P.S.F. Created by Independent Third Party: Yes Maximum Design Load 103.02 P.S.F. with a Span of 55" --sas- Dp-t-vil fid­nunityAffiir, frivi &A*V C.& one. Ccd-ridStalmlends �xr`d. 487-1824. 11, 18501 414-8436 WISI­ -Ag:n �Regsa�,txn rotTo­ 9tats&r­ �lc­rs FDcSt,ff M:S­M­ L ni,�- JaProduct Approval V�Wiilll -c ­�t lit, Api,l­ 2 h Ai,-n Applil Mt.0 FIL # FL4I Application Type Revision Code Version 20,07 Application Status Approved Comments ArchIved hit Product Manufacturer Alufab Hurricane Shutters Inc Address,'Phone,'Email 13000 NW 38 Avenue Opa Locka. FL 33054 (305) 688-4701 Ext 19 anthonyAlilufabhurricane.ccom Authorized Signature Robert Andrade anthony@alufabhurricane.mm Technical Representative Pedro De Flguelredo Address,'Phone/Email 6971 West Sunrise Blvd. 104 Plantation, FL 33313 E ngtoozol com Quality Assurance Representative Address/Phone/Emall Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer T. Evaluation Report - Hardsopy Received Florida Engineer or Architect Name who developed Pedro De 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. R� Validation Checklist - Hardcopy Received Certificate of Independence FL4804 R2 COI 09-032 CI.pd Referenced Standard and Year (of Standard) Standard ASTM E330, E1996, E1886 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Product Approval Method Method 1 Option C D:tt: Submitted 04/10/2009 Dat Submitted 07/09/2008 D Validated 04,122/2009 t: Da Validated 07,'1712008 Date Pending FBC Approval 07/18/2008 Data pan ding FBC Approval I 05/18/2009 Date Approved 09/15/2008 Date Approved 06109/2009 Summary of Products Summary of Products F­ I FIL I Model, Number or Name Description 11024.1 "Weather -Vent" Off -Ridge Static roof vent i Limits of Use Installation Instructions Approved for use in HVMZ: Yes FL11024 RD 11 2008 MCA Weather Vent.pg Approved for use outside HVHZ: Yes erl led By: Miami -Dade ECCC - EVL impact Resistant: N/A Created by Independent Third Party: Design pressure: N/A Evaluation Reports Other: FL11024 RD AE 2008 NOA WgAther Vei 1 llk� OCA Ac Win de,,nhneM ofis-Imi Aftbl,,, Fksl Buftfing Coift plains Fill. A, Model, IN umber or Name Diescription 24ga & 22ga Steel Storm Panels Corrugated 22ge and 24ga Steel Storm Panels 4804.1 ---- Limits of Use 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 Impact Resistant: Yes Created by Independent Third Party: Yes Deli Pressure: +104i-104 Evaluation Reports Othear":Procluct to be on anufactured, designed and installed FL4804 R2 AE 09-032 PER.pd1 -032. Party: Yes as per drawing 09 Created by Independent Third AkIld. &A*V Co.% isiri 1 487 —4. — Iffso - 4J 4 8436 W > C) CL C M -= 0 (D e,­ V) 0 U 0 b = C C) 4-j %,- CD CIO > Ln E- V) V) L- C) 4-j ca CL cc C-1 < W mi 0 > < aaar 3: a) V) co LLJ ME < r) SHEET NO. PA 1 .2