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HomeMy WebLinkAbout6321-6357 Timberly Lna A.B. Anchor Bolt Abv. Above A/C Air -Conditioner Adj. Adjustable A.F.F. Above Finished Floor A.H.U. Air Handler Unit ALT. Alternate B.C. Base Cabinet B.F. Bifold Door Bk Sh Book Shelf Bm. Beam BOT. Bottom B.P. Bypass door Brg. Bearing Cir. Circle Clg. Ceiling Col. Column Comp. A/C Compressor C.T. Ceramic Tile Dryer Dec. Decorative Ded. Dedicated Outlet Dbl. Double Dia. Diameter Disp. Disposal Dist. Distance D.S. Drawer Stack D.V. Dryer Vent D.W. Dishwasher Ea. Each E.W. Each Way Elec. Electrical Elev. Elevation Ext. Exterior Exp. Expansion F.B.C. Florida Bldg. Code Fin. Fir. Finished Floor F.G. Fixed Glass ° Fir. Floor Fdn. Foundation ABBREVIATIONS Fir. Sys. Floor System F.PI. Fireplace Ft. Foot / Feet Ftg. Footing FX Fixed Galy. Galvanized G.C. General Contractor G.F.I. Ground Fault Interrupter G.T. Girder Truss Hdr. Header Hgt. Height HB Hose Bibb I nt. Interior K/Wall Kneewall K.S. Knee Space Laun. Laundry Lay. Lavatory L.F. Linear Ft. L.T. Laundry Tub Mas. Masonry Max Maximum M.C. Medicine Cabinet Mfgr. Manufacturer Micro. Microwave Min Minimum M.L. Microlam Mir. Mirror Mono Monolithic N.T.S. Not to Scale Opn'g. Opening Opt. Optional Pc. Piece Ped. Pedestal P.L. Parallam PLF Pounds per linear foot Pit. Ht. Plate Height Pit Sh. Plant Shelf PSF Pounds per square foot P.T. Pressure Treated Pwd. Powder Room REVISIONS Rad. Radius Ref. Refrigerator Req'd. Required Rm. Room Rnd. Round R/SH Rod and Shelf SD. Smoke Detector S.F. Square Ft. Sh. Shelves SHT Sheet S.L. Side Lights S.P.F. Spruce Pine Fir Sq. Square S.Y.P. Southern Yellow Pine Temp. Tempered Thik'n. Thicken T.O.B. Top of Block T.O.M. Top of Masonry T.O.P. Top of Plate Trans. Transom Window Typ. Typical UCL Under Cabinet Lighting U.N.O. Unless Noted Otherwise VB Vanity Base Vert. Vertical V.L. Versalam VTR Vent through Roof W Washer W/ With W/C Water Closet W.A. Wedge Anchor Wd Wood WP Water Proof ■■■ ■■■ ■■■ ■■■ i11 OEM; ■■■ -1-1 1 - ■■■ ■■■ ■■■ ■■■ DDD ■■■■■■ IM■■■■1111 �8 1111-1 DD u �Nlm I— INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2 UNIT 1398 FLOOR PLAN 3 UNIT 1399 FLOOR PLAN 4 UNIT 1501 FLOOR PLAN 5 BUILDING PLAN (Left) 6 BUILDING PLAN (Right) 7 EXTERIOR ELEVATION 8 ELECTRICAL PLAN 9 ELECTRICAL SERVICE PLAN 10 HVAC PLAN 11 FOUNDATION PLAN 12 ROOF FRAMING PLAN L1 LINTEL PLAN & DETAILS SN STRUCTURALNOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS S5.1 DETAILS SS RETROFIT DETAILS D1 FRAMING DETAILS PA 1.0 PRODUCT APPROVAL PA 1.1 f PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL WP WATERPROOF DETAIL l 3s l 0' 11 p 3 �' "mod - 6 - UNIT TOWNHOMESYf LA 3�i Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with ALL WORK SHALL COMPLY WITH ALL SUBMITTED PLAN(S) EN REV licable fire safety codes. This review is not intended PREVAILING CODES, FLORIDA THALLV to be a flnal approval of the submi plans. It is the CODE, NATIONAL ELECTRIC CODE AND '3Y ZEPH[YRHtLLS ,S contractor's sole responsibility to ensure thalt the ans are in Date: complete com lidnce with all applicable NFPA codes nd CITY OF ZEPHy1 ,LS ORDINANCES :2�;ew�: P P aPP ,� ,� local ordinances. In the event that further examination or site inspection reveals areas of non-compliance, it shall be the contractor's sole responsibility, at their sole expense to bring those areas in compliance. The City assumes no VIEW OAM 11 responsibility for the contractors failure to be in compliance CITY OF ZEf'WY with all applicable NFPA Codes and local ordinances. FLANS SXAMIN R ILLS L IF= INI F*J il R9M EILAND PARK 6-UNIT TOWNHOME 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 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 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. N C vi C CISM H N Mo caw V( N J !. N O O O O Fn tts 'T U T�Mm c>3 � --mom 1• O �M�O N 0 O -Cao0) U 'Q a o ®R u) < In o rn 0 AU a P \1�it1i411iti3�� N M � O a ._ Z 0 O s mLL-,�_s N e Cs.eSr, e T i. C N CO> Q o Z N j • O U �� m� Gi To the best of the engineers knowledge and understanding, the structural plans and specfications 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+�c�i to o O ® N M < C1_o�_� >�n L v 0 Z , UJ J W J tf N Ln V _... Z Z UJ o z LL O J W z N mZZ� j �UZ�za0U L� IZ <U< =�Mwt M -Z c�zo�aw 21, �6J O 0 a Ce C. �~ce ri Zo c J TI T O QTI Boa W W000.,I V1cnm2 0 W O W °°Wow z ��z�zo� � ° Z' E---i Im 4 ) 0 F- 2 >a o ,- >>a2® O � ce miaow¢ LU l— M LL UJ p a Z SCALE AS NOTE[ _ PLOT DATE ; 01 / 21 / 2011 VERSION NO. imoo JOB NO: 11-0055-60 SHEET NO. Room 1 Wail Room 1 Wall T-0" L 1'-0" L 2'-6" L 9" I t 2'-0" .i ?r4,101 Room 1 Wall 4 Room 1 Wall ❑00000 O DW 0 3'-6" V-6" 10" 10" 2'4" k, 1_ � L 10" 2'-0"4`1 ow ow 01 4W or Or Or CABINETS ABOVE 0 0 0 ® I O 0 Oo0 I® WASHER DRYER (OPTIONAL) (OPTIONAL) LAUNDRY INTERIOR HOMES SHOWER OPTION GUEST BATH KITCHEN - K2 INTERIOR UNITS REINFORCE WALL � 36" A.F.F. FOR POSSIBLE SHOWER KITCHEN GRAB BAR PER ADA RED. REINFORCE WALL 17" TO W AF.F. FOR POSSIBLE WALLH BENCSEA BENCH SEAT PER ADA RED � N6 BACKING � MB2 ADA REQUIREMENTS - BATH MASTER BEDROOM ARCH SCALE: 318' =1'-G' n 9 50 A 0 Z0 O Zo 0. 0 ZD 0 Zo I 26'-8" 14'-0" 100 12'-8" 3'4" 10'4" A 11'4" 3'-4" T-0" T-8" 2 25 SH I, EGRESS SITTING - o? PATIO ROOM 9'-4" CLG. A.F.F. _ CONCRETE 9'-4" FLAT CLG. CARPET 468 13'-0" v 2'-0" T-8„ 2'-0" '-6" " 10'-10" I � T 8080 S.G.D. -- - - -ARCH - -- * 1 1 - F O - L1 2868 I I I I L1 LIVING MASTER ROOM 9'-4" -4 FLAT 1 19'" FLAT CLG. BEDROOM CLG. v 9'-4" FLAT CLG. I 10'-4" TRAY CLG. I CARPET CARPET j 2,-6" TYP. I N -- 2'-2" 4'-11" - 5'-1 " 13'-0"' (oil: -O� T-3� , " DINING214 - ARCH (T-O" R&S 9'4" FLAT CLG. I TO T-8" TOP - - - - - - - -, CARPET I OF ARCH). I rn M 06 WIC VVIC I� DBL. 2668 BF ^ 2668 Q4t5 - 3'_7 6' 5" 60 R&S N - BEDROOM 2 9'-4" FLAT CLG. CARPET 0 EGRESS ■ (2) 25 SH 2Z x36' 2868 ATTIC -FOYER'- AMESS 9'4" FLAT CLG. TILE 2'-4" _X 3068 ff y ENTRY 9'-4" CLG. A.F.F. CONCRETE - v Cfl la.�111111lip 1 07 N 1-CAR GARAGE 9'-4" FLAT CLG. CONCRETE G.T. 4- -�I - - - I I I 1 I I I I I I I I K I S4 G I / I 8070 GARAGE DO HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X10 #2 SYP W/ H3 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1 /4 H 5 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED " SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS O r OPENING PRESSURES ENCLOSED-EXPOSURE"C°' AO +33.4 / -36.2 © +33.4 / -44.8 +31.9 / -34.7 © +31.9 / -41.8 DE +29.9/ -32.8 O +29.9 / -37.8 GO SEE SN SHT. 120 MPH j SEE SN SHT. General notes 1. If water based ceiling texture material is used, Provide Y2" gypsum board for 16" O.C. Framing, or 5/8" gypsum board for 24" o.C. Framing. Note Y2' sag -resistant gypsum board may be used I.L.O. Of 5/8" gypsum. 5/8" type "X" gypsum board must be installed on garage ceiling beneath habitable room(s). 2. 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. 3. Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 minute fire rated door. 4. Any accessible space under a stairway shall be protected with Y2' gypsum board. 5. 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. 6. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. 7. The garage shall be separated from the residence and its attic by not less than 1/2-inch(12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. 8. 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 DJ M ate, O H o? 00 N WALL LEGEND a Zo N =0 o� 0 UNIT 1398 -FLOOR PLAN SCALE: Y4"=1'-O" 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-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. N (D U) .O V 0 vi C M F- N 2 'd E"oo acoo O ' O M 0 0 v�i m f>S U CN � ul M >` O � M � N O U -Z 3 0OD o OD 0Qr; rn 0 c P B D. \\\\ltltlllll �l//jZ,/s �. T 0 Z I .. �•C,. �}�' _ •. J , 0 $ 1 E•ry�, �y N',Q Of 'Z � LION ' • (6 ° OF� r To the best o W"14 wledge and the understanding, structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O '__I M N M Z rLo CD (n ko O Q � rt'n � � n H (ULL p� L N Z J W J O ry U) a) Ln V Q Z Z J OZ wLL0 O w°wo¢Z� vwi00 1 O Z Z O ¢a Of zr¢Ux< xw~z M-I U z gU w a J O U 040 0 U=O�wN T-'•I f ^ �V �a0z0 LU � w J N 3 In Tn W * E z O : J QT--I J w Q U �: <tose a O ` Qa w 0 0 0 0 UFinmO 5 0 o°W' z O 2 0 z z Q 0 FwU < W O O¢ J J LL 00 0 2: - 9 a w "I-J .� 00 o Z =,, 0 M v1 _j p�C 1 J Y w z M �p w > ~O g Z Z J a SCALE : AS NOTED PLOT DATE: 01 / 21 / 2011 VERSION NO. 1000 JOB NO: 11-0055-60 SHEET NO. 2 Room 1 Wall Room 1 Wall T-O" 1'-0" L 22-4- 9" 2'-0" � Room 1 Wall4 Room 1 Wall ❑00�00 C A 0 T-6" 1'-6" 10" L 10" 2'-9" 10" L 10" 2'-0" �'* CABINETS ABOVE 0 0 o c� o 0 0 o ICI WASHER DRYER (OPTIONAL) (OPTIONAL) L LAUNDRY INTERIOR HOMES SHOWER OPTION GUEST BATH KITCHEN - K2 INTERIOR UNITS REINFORCE WALL 36' A.F.F. FOR POSSIBLE SHOWER KITCHEN GRAB BAR PER ADA REQ. LL . nEA M BACKING MB2 ADA REQUIREMENTS - BATH I 0 EO (2) 25 SH EGRESS MASTER BEDROOM 9'-4" FLAT CLG. 1 CARPET L1 12-111" T-O" 5'-114" 40 Mft 2868 AMIM= 2868 1 L1 ---------------- -- COVERED PATIO 9'4" CLG, A.F.F. CONCRETE V-6" 10'-10" 8080 S.G.D O LIVING ROOM 9'-4" FLAT CLG. CARPET 13'-04' DINING 9'-4" FLAT CLG. CARPET D S3 F„3' 2868 _ - oo ATTIC -FOYER — ACCS 9'-4" FLAT CLG. I TILE BEDROOM 2 3068 G.T. 9'-4" FLAT CLG. CARPET - - C O - 1 © "' _- ENTRY 9'4" CLG. A.F.F. - N 07 - CONCRETE = 1-CAR GARA E EGRESS — — — — — — -- 9'-4" FLAT CLG. I CONCRETE (2)25SH------------ G.T. 24" T-O" 2'4" � I I _- 2'-8" 9'-0"J. - - I I I I I- — S4 I O I I I — 1 V-8" 4'-0" 1,_ 10., 8'-0" 15'4" 11'-8" 27'-4" CV C•� 60 N 0 io 0 EO I N 0 ED HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X10 #2 SYP W/ H3 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 H5 LVL 2.0E Fb=2950 (2) - 1 3/4" X 9 1/4" H6 LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 "VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED *" SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 00 UNIT 1399 -FLOOR SCALE: Y4"=1'-O" OPENING PRESSURES ENCLOSED-EXPOSURE"C" O +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 SN SHT. 120 MPH OH SEE SN SHT. 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 Yz' sag -resistant gypsum board may be used I.L.O. Of 5/8" gypsum. 5/8" type "X" gypsum board must be installed on garage ceiling beneath habitable room(s). R309.1.1 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 minute fire rated door. Any accessible space under a stairway shall be protected with Yz' gypsum board. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. The exit alarm shall produce a continuous audible warning when the door or window are opened. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. The garage shall be separated from the residence and its attic by not less than 1/2-inch(12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. R613.2 Window sills In dwelling units, where the opening of an operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4-inch-diameter (102 mm) sphere cannotpass WALL LEGEND 9'-4" TOP OF MASONRY WALL 1202=120110121011 10'-8" TOP OF MASONRY WALL 11 '-0" TOP OF MASONRY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING 1400 S.F. GARAGE 241 S.F. LANAI 101 S.F. ENTRY 21 S.F. TOTAL SQ. FT. 1763 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) G.C. PLUMBINGPLAN O CONF OCCOORDI STRUCTURAL WD.O AV L 1 p u - vi C t13 co N N N Mo a_ oCl)_ U0 a)oMo LL- 0 m M q, U M rn ai �CroLLMIT 'L M Y 0YN o CDFo.o� U :03 0 a°Do cnaF:, rn 0 A 0 N C B D C 'T C P B D. N N. Z a R 0 0 `r11 �� d \�1 �N_, Z �•. To the best of tWdfibMiers 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 '__1 M N M Z M 0 �o > r-, O Q ajMl� Q L f LL �N L n Z 0) fa W J WC:) M Ln N � V Z Z J � oZ w .. OO LU W m Z Z F .0 �1 OF 2:'un,o0 OZz00- Z>-<U2: M W ~ Z Uz c� W +� gU�orJr) O o4o�Uo N v�aOZO 7� �w � J � N r-I Q O Ll/ J J WOnC�� OUQMM W VJ 0 zrO0�j 0U oZWmLL z�Qd z� 4a, QaoJ JH 15\ I- "' a c� L1J W �% �2u*Oa O <<as oSa M N°oZ< T LU J Y W aQ�� F- (� j L. > O g 1z4 J a SCALE : AS NOTED PLOT DATE : 01 / 21 / 2011 VERSION NO. 1000 JOB NO: 11-0055-60 SHEET NO. 3 T I I I I -F_ram- T-3" T-3" 6'-10" 01 CABINETS ABOVE 0 0 o OO o 0 0 0 OO WASHER DRYER (OPTIONAL) (OPTIONAL) LAUNDRY EXTERIOR HOMES SHOWER OPTION GUEST BATH KITCHEN - K EXTERIOR UNITS @ 36' A.F.F. FOR POSSIBLE SHOWER KITCHEN GRAB BAR PER ADA REQ. REINFORCE WALL 1 T TO 19' A.F.F. FOR POSSIBLE WALL H BENC SEA BENCH SEAT PER ADA REQ a6BACKING Mgt ADA REQUIREMENTS - BATH 27--0" 1 ot 14'-0" 13'-0" 3'-8" 10'-4" 11'-8" A'4' EGRESS 0C MASTER BEDROOM N _ 9'-4" FLAT CLG. CARPET 1 4 L1�is 12-111 T-O" _.mammon - - 2868 o cO MSTR. - BATH o 9'-4" FLAT CLG. TILE 0 io 0 co v cn ►�:II F --- 1 I< ATTIC 1 L ACC€S_S� 07 5'-11" 2868 WIC 1-CAR GARAGE 9'-4" FLAT CLG. CONCRETE I I I I I I I I - I I K Id I ._2" r I COVERED PATIO W-4" LG. A.F.F. CO CRETE 2' 0" 11'-0" I 8080 S.G.D. N LO I LI ING ROOM 9'-4" LAT CLG. C RPET I A S3 ri l 7 INV (10) 16d NAILS - N DEN / 0� BEDROOM 3Lu 9'4" FLAT CLG. Lu c`n�I CARPET 4, 3 7.34 . - 2868 2868 -- DBL. -- A L S3 --- �I DBL. 2668 BF i w r - - - R&S- old U) I T I � I - I � Cl) -- I 2668 1 _ 4'-6" -G.T. - - _ BEDROOM 2 9'-4" FLAT CLG. -- CARPET (2) 25 SH O r v 60 ZV 0 N HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X10 #2 SYP W/ H3 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ H4 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 H5 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS o� 0 C �o H UNIT 1501 -FLOOR SCALE: %4"=V-0" OPENING PRESSURES ENCLOSED- EXPOSURE "C" O +33.4 / -36.2 © +33.4 / -44.8 © +31.9 / -34.7 OD +31.9 / -41.8 +29.9/ -32.8 O +29.9 / -37.8 SEE SN SHT. 120 MPH ® SEE SN SHT. General notes 1. If water based ceiling texture material is used, Provide %' gypsum board for 16" O.C. Framing, or 5/8" gypsum board for 24" o.C. Framing. Note %' 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). 2. 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. 3. Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 minute fire rated door. 4. Any accessible space under a stairway shall be protected with ''Y2" gypsum board. 5. 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. 6. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. 7. The garage shall be separated from the residence and its attic by not less than 1/2-inch(12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. 8. 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 WALL LEGEND 9'-4" TOP OF MASONRY WALL 10'-8" TOP OF MASONRY WALL 1 V-0" TOP OF MASONRY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING 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 CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) PLANO COORDINATE AVOID CONFLICT WSTRUCTURALO WD.COL. m (D C 0 (D 0 LJ-Fz = 0 vi C (0 H N ' o o�� O N a)O N 4 r. M O O vN) Cc m (0 d' U �_0 _0 N moo" N C "Iycm, -E 0 `4 N O 0) :5Q o d' o a- criQN rn 9t 0 A N C B D¢ C `= 'i1rrt G P B D® w r o0 � o - Qr \ a; z Z5 o + .4 0 8 R Y$ 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 N M M Z a; M � O (n � t\ CD a) M C:) > a'L-Do, roLL^ ZH DC S L n = Z 4-J Z � M J LULU o(0 I11 a) to U Ln Z J Z O Z wLL0 w Z F- 4 a. ���(X'no 1 O Z Z 0 0- of zrav�a _ - w ~ Z T� �gui E_3 C:)o 03u0 1� UI-apZO l ^ W w = w ce I- J l0 rl �✓ rl E Z 0 J Q �--I � J o a LU azvo a 0 UWoos ��m o 0 o0wo� z0E�zz Q OZ ¢�-gLU w_j z 0 g _j ~ QQ Q w Oce ww C T �=Y_°o 0z a w C) NaoZa O Lf) Lo r y w ¢Q�� Z M U_ > ~O g Z Z a J SCALE AS NOTED PLOT DATE: 01 / 21 / 2011 VERSION NO. 1000 JOB NO: 11-0055-60 SHEET NO. 4 -- - fir' �' Ilk, � �. ,. �-I�l T6DTi T T� _ --. I- - - ,. fn L N O �� rn N vi C f- M N E °� co 0 r0. W O O M O _ O O N �N f6 co i O � N 0 allO. U 0 'ao u)af '* 't 0) 0 A BD U N C B 1 C P `ci nirr V N co ~ T fp T I p O Z m � y�� -� T W Z a e� J N W a ¢ °, Z e NZ .n� a A \ ° V Z341 0 `4�t�Et/lfrrrlrlt�l��e�i` o U To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O 2 M N fy) Z :Lj M 0 O cn j O CQ �L G Q Q NO f L CU Xj LUO IB � V Q z z J oZ LU 0 o LL LU Z �C W m Z Z G U��Lu V Rno z} Z ¢ U 1/1 Y' z> QUx¢ f _ �Z W ~ Z C7zp�a W �gUJLU o�orJo O O 8 o 7� U x O w N ~aOzO 910 z J S J�J LnlJ T E 0LU J Ce J W8<2 O a O w 0 0 0 0 f r~ N m 0 Q O Z 0 W ZaM O=Z Z Qw W p Z 0 p WQ� III m a-J 22w>9oa z¢ LU O C� LUWu- Z 0 aoz< �`nXza 0 1 ll� 0 � Y W a < Z M u_ _I > 0 g z J a CD SCALE AS NOTED PLOT DATE : 01 / 21 / 2011 VERSION NO. 1000 JOB NO: 11-0055-60 SHEET NO. 5 SYMETRICAL SYMETRICAL UNIT 1398 UNIT 1399 UNIT 1501 BUILDING PLAN (Right) SCALE: 3116"=1'-0" N ^L+ W 11 � ll � N CM Ov M �_ (') O 00 O N NN.-. O O O V) m Coo U � � D � N C r6 � � LL,M M Y O N Y N O zQ0 o a a°Do ONU �Q� to 0 rn � 0 A N CBD C P E QM a h ^ J ` 'q} LL ttV�Df CN _l0 0 O o ..Qa 0 rn �+ � �" 'If To the best of the A owledge 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 2 M N M Z � M 0 6 Ln t>—t (M O Q co l-, rl C •L I. G �N n Z 0) M fo LU J O fo Lr) (1) � U Q z z J oZ O wLL0 wzHU) WmzzS, � S 0 0 � "n 1 zr UUfQ Z ZL' z M J T7 z (7zpp w g U J 0 a a . O O o U=ODu.1N T-1 �a0z0 Lu Mw Ln 7--i E O J LU QU C:)Z 0 LL, U~'m0 V 0 Z LL 0 0 w � z~p��zz z Q a�oQoo m g2 III nJ �� Ii - W W O LL Z Q W C:)C ?aQoo Z a<LLo OCO 1 -1oWQ J Y w aQ�� .. J Z > O g z J a m SCALE AS NOTED PLOT DATE : 01 / 21 / 2011 VERSION NO. 1moo JOB NO: 11-0055-60 SHEET NO. 6 12 -` T l i - � -• � I i I'_ j � I'� ----- PLATEHEIGHT '� I � - 9 -0'A.F.F- NON-FUNCTIONAL -- - . PLATE HEIGHT GABLE VENT - - _T-W A.F.F. WINDOW HEADER HEIGHT aaaa B'SCORED ED BAND BAND k BAND 0_0" FINISHED FLOOR_ 8"SCORED BAND 0'-0- FINISHED FLOOR _ — TEXTURED FINISH TYPICAL SHINGLE ROOF TYP. TEXTURED FINISH TYPICAL 12 6 ■ ■ L111I. ■looms, ■■■ ■son ■■son: ■■ ■■■ � .1■1 ;!11' TEXTURED FINISH TYPICAL ROOF TYP. L B"SCORED BAND BID] — TEXTURE FINISH TYPICAL III IN INININI-0-1 va . �. ., .__,.9 ....,� - - -...>z ...,� >_-� ,....._,a �.�.-�:� •- _ a _. �,_ -� _ _ - �w _ „ �..3, PLATE HEIGHT 11'-0" A F.F. _ 9-0'AF.F. PUTE HEIGHT — — — — — — — — — — — --7'-0'A.F.F-- WINDOW HEADER HEIGHT 13 6'SCCRED BAN. ED BAND I FFTI I 1=1 ggryp ,. LLLJJ U=j 0'-0' FINISHED FLOOR �K= r. 8'SCORED CEMENTATOUS 8'SCORED BAND TEXTURED FINISH BAND TYPICAL LEFT ELEVATION_ SCALE: 1/8" = 1'-0" ■■! ■■�I ■■■I ■■■ I■■■, I■ mimosa ■■� ■■■ I■■0 ■■■I I■■■I ■■■ i■■■: 11. 11 ■■■ ■■■ ■■■ ■■■I � III 1 CEMENTATIWS TEXTURED FINISH TYPICAL 10101 ININI INININI FRONT ELEVATION SCALE: 1/8" = 1'4' CEMENTATOUS `CEMENTATIOUS TEXTURED FINISH TEXTURED FINISH TYPICAL TYPICAL 0'-0" FINISHED FLOOR 8"SCORED BAND r A - REAR ELEVATION SCALE: 1/8" = 1'-0" TEXTURED FINISH TYPICAL RIGHT ELEVATION SCALE: 1/8" = T-0" W 8' SCORED BAND GENERAL NOTES VENTILATION CALCULATION FORMULA =FBCR 2007 Sec R806.2 S.F / 300 (1 /300) / 2 (INTAKE vs EXHAUST) -144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH REQUIREMENT UNIT-1501 UNIT-1398 UNIT -1399 1901 TOTAL S.F. 1763 TOTAL S.F. 1763 TOTAL S.F. 457 SQ. INCHES 424 SQ. INCHES 424 SQ. INCHES OF VENTILATION OF VENTILATION OF VENTILATION REQUIRED REQUIRED REQUIRED ROOF CRITERIA 12" OVERHANG U.N.O. PLUMB CUT FASCIA -SHINGLE LOADING ROOF PITCH PER ELEVATION G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. R703.6 Exterior plaster. R703.6.1 Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926. R703.6.2 Installation of exterior lathing and framing shall comply with the application requirements of ASTM C 1063. R703.6.3 Where cement plaster (stucco) is to be applied to lath over frame construction, measures shall be taken to prevent bonding between the cement plaster and the water resistive barrier. A bond break shall be provided between the water resistive barrier and the cement plaster (stucco) consisting of one of the following: 1. Two layers of an approved water resistant barrier material complying with Section R703.2, or 2. One layer of an approved water resistant barrier complying with Section R703.2 over an approved plastic house wrap, or 3. Other approved methods or materials applied in accordance with the manufacturer's installation instructions. ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. N .N N J tri C F' N v N 2 m0 o � a00o O ui 0 0 V) .2 a 7C) a) �p - N M C >` co) CEO:Ez o � co N O U YQo� 0 a a00o C6Qi:�- rn � O A B 0- D® N C B D C = *Pco f!/,! pCM O CO �,.14, J O NPT+ C C7J Pao `` 0l 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. t. '- M N M Z CU M O U. No j C) 0 MM 'i ra sa L H >LL� z ,N z Z 2) ca J aLn W ra W Ln U U) a Z Z J OZ w�0 O Lu ZHClC wtoZZG� v H N in r zr a ZU z < =�4u z La 0 JI v 0�0U0 U�apLu N rl ,^ V�! zO aw C J N z 0 Ln E > O W Q '—� J W J J - a o < Y a a O ` Z Z ru0000, 5 v��nm0 0 O W ~ Z ( 1''� V O W Z � O Z ��C)z00 Q J LL Q Q J Lu V a�a h� wav o Lu o z W C: Z Lu2 a C�Wofo o ace D J O W a r..� II z _jW Lu1 aaa� Z M � W LU F— z g z 0 LL SCALE AS NOTED PLOT DATE: 01 / 21 / 2011 VERSION NO. 1100 JOB No: 11-0055-60 SHEET NO. 7 -1 F-- -- f I!d .. f ! ,. uIG_ 1 ., L..:3ad.I�l i1,1a.lltlli,eF:lt6 119°GiiIIVI}! t I: L ' II IILr,4. I I 1 I i -GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. 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 ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R313.2.2 3 combination alarms: combination smoke/carbon monoxide alarms shall be permitted if each meets the applicable UL standard. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source - and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH LI FOUR-WAY SWITCH $R RHEOSTAT SWITCH 4- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE O; RECESSED INCANDESCENT LIGHT FIXTURE 4-P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT C FLOURESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION rD ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) f a TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT IMM ELECTRIC METER jow ELECTRIC PANEL 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 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. NIT 1398 SYMETRICAL ELECTRICAL PLAN SCALE: 3/ 16"=1'-0" N C CD o A U It � _ 0 vi C I— v N ra '0 p EMco 0 � CO U N O W C\l 0 EO Ln V) 00 m l0 U - 0) 0 N C ra M c' ` E O 2 �C N 0 = N U s 0.0 00 o a oft CO Ln o rn � 0 A0 N °.-BDo: P W _ o M N 0 N Z ZW T y MO'0 O LU °° Z LL N o*v N a L� W mJ� W � Z0) 0W C m oN 04 a ¢rn mZ t9 N° 1 r � Z m w r Un W Q o m a� O U To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O N M r U LO � > N CD Q �(MO ,--I Q ' i ru LL ZQ ro � N Z 4-J LULU JL0� L V Q Z Z J oZ wLLO wcoZ IL — E W �o�zoo ZZ Q ' Z } OU 2: CL Q _ - w ~ Z U O O 4 o � o UMO�wN t—a-Z z c J � N lfl Ln �✓ rl E O J I..L Q W A OO Q a v0 0a `5 z ULUimOZwOo VQ1'1 ZOwZo 2�Zz 101— OOJ LU WO OZ U J J o0LU .N Q S2>90- W�O2OQ Uj �� U Q0o a � LL n Q Lj Ii -J W Yw a¢ z M U W � g J Z 0 a W SCALE AS NOTED PLOT DATE : 01 / 21 / 2011 VERSION NO. 1000 JOB NO: 11-0055-60 SHEET NO. 8 METAL COLD WATER BLDG PIPE STEEL C.O.L. XFRMR 1-1/2" PVC w/ (3) #2 AWG cu CONDUCTORS (1) #6 AWG GND (TYP. TO UNIT PANELS) M 300A, M.C.B. 120/240V 125A IP3W NEMA 3R 32KAIC 125A 1/0 CU BARE THRU-OUT 5/8" x 10' CU GND RODS 0 0 125A, M.L.O. 120/240V IP, 3W NEMAi 24 CKT. TYPICAL FOR ALL UNITS 00 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 III L IL_ METER BANK (SEE ELECTRICAL RISER DIAGRAM) UNIT 1501 NIT 1399 NIT 1398 SYMETRICAL SYMETRICAL ELECTRICALSERVICE PLAN) SCALE: 3/16"=1'-0" U) m CJ� •Cl) 0 CJ � vi C tff M P N (f� 'co 65 r�6 �_ N ) r, O 0 0 .� 'LAM 00 i M Y Y CM,O U 0O a 00 o Cl)Q� ao o 0 A B D D. N C�B�Ds c P .n O N �ZW FM 00 T E y�� o °° z LL W 0Mv Ns� Q ° W = 3-0J LL \ W � mLL Z O YN N a ¢rn 2z th \ O� ¢ c m N r LL Z a Q o ¢0 W 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 '-11 M N M Z cM En > O Q �f(Mo ,- a •" -I r0 Ck �10:2r, ov fo L ^ ?� �N �+ n L Z 4-J o Z Z _.J C WLU C:) � � J� Q Z Z LU o Z J wLL0 W ZHLn wmzz R5xV)n00 0 z i 0 Qa Ln ,, Z <UX:Q wz z Z a w agep o O Lo OV)0 �0 U� LU N a0Z0 LLJ�w J N z E O W J L0Q a Wao�'2 �FinmO 00WgH z rn� V W O ZCY Z'z wwpzOO Q Lu gQ J J g ooac� ~Oz 0�0J 4-J ,— � aqQ wwu W W2Yo O� Ml`i C z¢ LU IM IU u_ Z Lu Lu OJ Z g z W SCALE : AS NOTED PLOT DATE: 01 / 21 / 2011 VERSION NO. 1000 JOB No: 11-0055-60 SHEET NO. 9 F- SYMETRICAL 1. ITAI IM UNIT 1501 NIT 1399 NIT 1398 GRILL SIZE DUCT SIZE 7 10x6 301 AIR FLOW — 1 HVAC PLAN_ SCALE: 3116"=1'-0" J � N C N Q lJ0 0 (DN C Cl) No N N L M O OMO O N � O co O O V) _ m liY to) N C r0 g FL M i O �CM� Y N O U s CL 0 O oLOOD R cna� to O rn 6 A 0 VXrp- TI- B D® M O N co � Z W{p M 00 T OO ^ O Z W LL .0 a Ma N W U F0, LL Q IM Qr 04 a oz .Z Ila � 004 ` Z tna� T � u m f W a ¢U O U To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. 0 '- M N M Z •:!:e M O =o Iq �o > Q N M r-, a fo o, L f tV Z=.t''`� M J LZ W o M L U Q z z J o z wLL0 o LU wmzz>W UHxU)o0 O z z 0 a" z> QU2: =�z' zz 0za�o w rl �gU; 20 O 040C3 U m o= w N 7� ~K0zQO z J JW T Ln 0ui J ILYi T J W Q�Q O Q O V 3 U a �< wLOU 00nm0C (V � 0 w 00W�H za2°zZ Z Q J w W 0 z O 0 004Y: F.I 4.j 7 L 22>ga8a w O w z Q W C:) C W D=) F C ,�.� i M ^ O 0 �JOWQ LL -j LU Qa z w > z > g Z 0 a = 1-4 SCALE AS NOTED PLOT DATE : 01 / 21 / 2011 VERSION NO. 1000 JOB NO: 11-0055-60 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 z w g CONTROL JOINT DETAIL SCALE:1 1/2"=1'-0" °°- #5 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. 1 - ° TYP. CORNER BAR PLAN DETAIL SCALE: 11/2"=1'-0" GENERAL NOTES: 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED 2 4"2500 PSI CONC. SLAB W/ FIBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER 8 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) O INDICATES FILLED CELL W/3000 PSI CONC. W/(1) #5 REBAR TYPICAL BELOW SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ EXT. TO TOP COURSE BELOW SLAB (5'-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 1/4 OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION SYMETRICAL SYMEfRICAL 0 FOUNDATION PLAN SCALE: 3/16"=1'-O" fn ^L+ W C U) co-)) l! _ �i C co co H 0 r�6 0 1 00 M O V) O O O co co U � O O � y C 4% M N OWN O all U L O-O O a 000 0 (0Qiz, to o rn � 0 A BD U N C B D G �N • E•c� 0000 �- o - �- Z CU U � � s �• � O a'O J . 0* To the best of the enginee s nowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. 11 O '-I M N M Z M Ora �o > Q Qj In rl Q L to fo LL N �N n Z � m J LU LU UlfV Q Z Z LU o z J O wcLi0 w z F N wmzZ a O cwi) 0 zrz ¢ U 1 z a OU � a. ¢ Z _ w ~ v O 040 o U ~ a p z QO w ^Lu= V.r � J J� l� E O J W 0 ¢ W H a O < U 0 0 0 J i cn m O °�WOI1- Z0 zoa-zz w 0 z o 0 :5J 0 ,r— z ¢a ;i � 0 0�Lu 0C20 W L 1— °<aw0o ==Q�Q O d.. Q U)aoW¢ 1 Q J 0- Y w ¢¢F� Z M Z � LL LU > Z 0 g z Q LL SCALE AS NOTED PLOT DATE : 01 / 21 / 2011 VERSION NO. 1000 JOB NO: 11-0055-60 SHEET NO. 11 SECTION 5" SLAB W/ #3 BARS @ 48" O.C. E.W. Ac . ad. a .. a.a (2) #5's CONT. @ -- BASE & (1) #5 CONT. @ TOP W/ #3 TIES 8" 1,4„ 8" @ 48" O.C. a� T 2'-6° x Z-6 x V-W w/ (3) #5 E.W. C? CD M 0 ip 0 M v M SYMETRICAL 13'-0" 13'-8" 13'-0" 14'-0" 14'-0" 12'-8" 3'-8" T-0" T-0" I T-8" T-0" 3'4" 3'4" T-0" T-8" t I I I I I 1 I t t ■ ■ ■ // T \\ ■ ■ ■ r-5 x 2' 6" x 1'-0" / 2'-17 x 2'-V x V-0" ■ I w/ (3) #5 E.W. / \ wl (3) #5 E.W. iI T II (2)#5VERTICALS $l $ o I I I WIIN FILLED CELL II ■ � / I \ ■ T (2) #5 VERTICALS // \\ PROVIDE I Y? RECESS FOR (2)#5VERTICALS I WIIN FILLED CELL WI N FILLED CELL ■ _ // \\ DOOR. REFER TO MASON'S PVC A/C CHASE CO SCOPE FOR WIDTH W WI #5 VERTICALS '� ( // \ W/INFILLEDCELL i i 2'-6" 8'-a' -2' \\ -2" <'> 2' 6" 00 12'4" 8'-8" - 1'4" C.J. I— _ _ — -------- ---- 310 �— C° // \\ ■ ■ ii-- t— l W-- - - - - -T /T------- ---- --T\` r--------- - ■ fi fi --III-----T-T- ' ---- 3 I I// \\\I S - --------- M 1 c II I I 1/ 1 \�\ 1 S3 11 I L-1 // L 1 \\ 0'-0" ELEV. L-1 t I TYP. @ I I 1 FIN CONC. SLAB GRADE #3 BAR 48" O.C. Mw \\ ■ BEAM III E.W. ON YZ' TALL 1 N 1 1 \\ CHAIRS 0 WIRE o #3 BAR @ 48" O.C. l MESH P. U.N.O. PVC CHASES /� / o �l x > PVCAICHASd\ CHAIRS NO" TALL WIRE #3 BAR ------------- 1 ■ N4 .0IIIMESH TYP. U.N.O. E.W. O o CHAIRS NO WIR MESH TYP. U.N.q. - I I I � M 1 1 AVA 0'-0" ELEV. III M 11 io 11 11 \\ FIN CONC. S 13 ; o l 1 1 TYP. @ // M TYP. @ TYP. @ \\\ 1 I ` i ■ 1 4- GRADE 0'-0" ELEV. // GRAD GRADE \\\ 5" MIN, 2500 PSI CONC. T-114 16, s4" I I 1 1 BEAM JFIN CONC. SLAB // BEAM \\ SLAB OVER 6 MIL I I I M VISQUEEN VAPOR BARRIER - - ----------- — — — -- -----�- -)-- I I I��� 1 I I \\\ I I ■ III ``1 ----// __- \ II T� - 1 --+ +- -- /T------ --- - - 1-------7\-\-----------+ + ------ ■ ■ C.J. - .NT YSLOPE =118' BUILDER NOTE: I — // G.C. CORD. P�RRLESS ALL _, CONT NIOUSOTHR UGH I I 4-9 // T/SLAB 00 \\\ 1I2'MAX 4 1 1 INTERSECTION P.) I I I C. CORD. 1 / BUILDER NOTE: T/ sLA6� ALL REINF. TO BE CONTINOUS THROUGH I I �0 PRO IDE1Y"RTO MASON'S ECESSFOR REFE INTERSECTION (TYP.) D00 . f� \ SCO EFORVI7DTH 5" MIN. 2500 PSI CONC. W 5" MIN. 2500 PSI ONC. I I 1 1 I / SLAB OVER 6 MIL / SLAB OVER 6 MIL I 1 8, 24, / VISQUEEN VAPOR \\ j ( VISQUEEN VAPOF6' � I I -2" / BARRIER \ / \\ BARRIER 1 // � / G.C. CORD. \\ ■ I G / G G T/ SLAB \\ s3 / s3 s3 / r \ \ ,P s3 r�rl� N y r6°xr-6^xr0^ �- J /rs'xrs'xra° �\ N T-0" I II II r f I pia / / wl (3) #5 E.W. - 1 wl (3) #5 E.W. 1 / SIM. @ iv v I I 3- 2 -1 1- a 9 21, 15'-5q"I 1'-10g1'I j WW 10'-1011 N I10'-16" T-T x3'-T x 1'4' FOUNDAI�ION 15'-103 _ 15'-103 ■ wl 4 #5 E.W. 1 a M - a O ii IONLY !_ / � �s_ _ -- - -- ! I - - ------ -- - --- ----------- --- -4- -(- L - — — — — in S3 \ H. / - \ O W / - ------1 ------ —— � - 1/T / _ 7— W JI - ( 1 M ■ 3. 1 31I2' H.W r 5'-8" 5'- " 1 I \ T-11 T-9 " � ` W.H. � ( I I I I I I Ss I I I I s3 C C C PROVIDE 1 Y" RECESS FOR 11 L 1 PROVIDE 1 Yz RECESS FOR 11 11 DOOR. REFER TO MASON'S 5'-5 5'-94" SIM. @ DOOR.REFERTOMASON'S °iN SIM. @ I TYP. @ I (FOUNDATION SCOPE FOR WIDTH �M TYP. @ TYP. @ Ty . @ SCOPE FOR WIDTH FOUNDATION ■ 15,_94�, GRADE 1 2 1 ,-6„ ( ONLY I� GRADE GRADE I I GR DE ONLY 110, „ BEAM BEAM I I BE M Ll " w 1 o 'MAX. 1 1 MAX N 1 1 C 1 TYP. @ I in LO in TYP. @ 1 1 ■ N TYP. @ BEAM GRADE — J L —I -1 J GRADE BEAM GRADE ■ ■ ■ ■ ■ ■ ■ ■ 11 10 S3 SIM. @ ■ FOUNDATION ONLY 0? � I I W�� TYP. BEAM J.1 S3 (2) #5 VERTICALS WAN FILLED CELL 5-10° , 5'-10" 5,-5,' _ L 2-4-7'-0" 2-4-2'-0" 7'-0" 2 -4" L _ S3 53 I I I I 1 4' 0" 11' 4" 11' 4" 4' 0" L-1 60 60 1I I I I J.1 53 03 (2) #5 VERTICALS (2) 45 VERTICALS WIIN FILLED CELL W/IN FILLED CELL. 8'-0" 1'-10" . 30'-8" 1'-10" 8'-0" 1'-6" SYMETRICAL INT. GRADE BEAM c SCALE: 1/4"=1'-0" 1 1 FOUNDATION PLAN_ SCALE: 3/16"=1'-0" V) i N IC� � U _ 0 vi C tts M H N 4 E M 85 c0 U)C7 O CNao O vNi � C)O m C3 d' U r6 d .J N C: r6 FLCC,)) N '0 i O L>i Y N O U0 3 00 0 0. CO O A n B D® . C B. DeC P o `00 .0 1Y oo CIA LL 00 P, 0 r- 04 gg R)y PR g�f1/!llitlif1t11, 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 O Z :2 M r ��O `k° o O Q � (M L N Q) \� Z J W J O (v In Q) Ln V WLr) r-I Q Z LU o Z J C)G w rLL w co Z V vn0O 0�cW Z U Z r a Lfi Z a U x ZPZ M t•-i Z LDZoaW �gv Tao- O o0 U = O w N OO ~a0ZLU rl � W E O J Ce Q C:Z � wR a� C:) Lu C U � z 1 Q CY Z zC)Z 0 J Z Ww c7�Z00 Q J JU�' Q ICI W �J 0 OHO ~�a �p�zas DWI C:)'� aQ Ox"o w / L.L V 1 Q Z Q -2Yw Z M � ¢ CL LL 0 w z F- 0 Z gLL 1--I SCALE AS NOTED PLOT DATE : 01 / 21 / 2011 VERSION NO. 1000 JOB NO: 11-0055-60 SHEET NO. 11 I -, -ter- - ,;1 , __.-, �> rail li... ui G, IP—. ;, � I 1 _FFF —1r --F- - I - ----F- r----T— (2) U WITI NAIL 1/4") BOU CON i� 1 S-5 UNIT 1501 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. SYMETRICAL AL A& U U U U U U SYMETRICAL 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 H2.5A 600 535 10 - 8d RT7A 670 650 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 550 475 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1200 1120 10 - 10d X 1 1/2" F HHETA20 2235 12 - 1Od x 1 1/2" G H10 990 850 16 - 8d x 1 1/2" RT16A 1030 1030 9-10d X 1 1/2"& 8-10d H MTT28B 4455 4455 24 - 16d MTS27B 4685 4029 24 - 16d J I HTT22 5260 5260 32 - 16d SINKERS HTT22 5370 4618 32 - 16d K HD2A * 2775 2570 5/8" DIA. BOLTS TD2 3435 2954 2 - 5/8" DIA. BOLTS L A * 3705 3130 3/4" DIA. BOLTS TD5 4180 3594 2 - 3/4" DIA. BOLTS M HD A * 4405 3680 7/8" DIA. BOLTS TD6 6655 5779 3 - 3/4" DIA. BOLTS N 1 1 IS26 1165/1115** 780/875 ** 8- 10d x 3" JUS26 510/740 440/695 8-10d P HI IS26 1550/3325 * 1550/2540 ** 20 - 16d x 3 1/2" THD26 1875/3040 1580/2365 Q HUS28 220/5970 ** 2705/4510 *" 30 - 16d x 3 1/2" THD28 2330/3965 2015/3430 R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 905 14-10d S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 905 14-10d T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1 1195 13M 14-10d U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" A W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS ,X„ HTS 20 1450 1245 24-1Od X 1 1/2" HTW20 1530 1315 24-1Od X 1 1/2" SP1 _585 535 10 - 10d SPT22 715 8- 10d SP2 1065 605 12 - 10d SPT24 895 10- 10d HCP2 1 605 520 12-1Od X 1 1/2" * 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 (+/_ 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) 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 5'4" ON A HORIZONTAL PROJECTION. t 2 PLY CARRIER x CONT LEDGER -GIRDER TRUSS 2) BOLT EACH SIDE N OF GIRDER _ T ❑ - - ❑ - - N I V GALVANIZED 5/8" DIA WI_ _ J _ ANCHOR BOLT WITH HOO N AND 6"EMBEDMENT INTO 12" 6., 6,. 6" N BOND BEAM AND 2" x 2" x O.C. MAX. 1/8" PLATE WASHERS, TYP. STAGGERED ELEVATION A -A SEE - 1 FOR L-1 ADDITIONAL II INFORMATION I 5/8" A.B. @ 2'-8" O.C. W/ A 7" MIN. EMBEDMENT 8 x 16 BOND ONNECTION (SEE BEAM PLAN) REINFORCED WITH (1) #5 r - TRUSS (SEE PLAN) CONT. EACH COURSE GROUTED SOLID AL 9-4- BOTTOM OF A a TRUSS (2) - 2 x 8 SYP. MU WALL (SEE P.T. LEDGER PLAN) CONT. 8" SECTION AT LEDGER SCALE: 3/4'°=1'-0" (A) 1 OR 2 PLY CARRIER N C 0 N N� V _ ICU cM r6 '0 EMaOOo 0 ao O N 0 V _oMo M ru 4i M'0 to r6 4= C-M(n M � O cC N ' U '0 0. o000 65Qr; rn 0 A B p® N C B D C vkoi C P f ." • f .`� ® SO M 0 �iY Jj ur o m a � r �' ° �• °"" �C3� m to .4t J 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. a O N M Z :L-+ cl j 0 ="o O rn CD Q QjMI� ri a •L Ck z .N N = 4-J Z n fQ LUUj -J O LnW � V a Z Z J oZ wLL0 mZz U0<ZoO zr 1 Lii Z}Q�za =2: zWF-z z 0�0�'�o U = O u.1 N QI �a0z0 ^ I = w lD rl Ln �✓ rl E 0 z J Q � C J J Woo¢ aZ"o a C:)Woo`0 V �fnm0 O0jW0I— z V 1� 0 `/ z012: zZ j Z Q�oz0- ~< Wad > 1---I m 9 0 a w �� L wWOu-z< �¢W�O = 0 = f � p N�Oz< LL 1 - c LU Y w aQ< z (�1 ' LL � O g LL w z 0 z 0 g DC SCALE AS NOTED PLOT DATE : 01 / 21 / 2011 VERSION NO. 1000 JOB NO: 11-0055-60 SHEET NO. 12 is dill 1 _ ivy,,,,... ur..,;,.'A,J.o 11,1 is ii --TF— I I li 1 r- I I GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. * LINTEL MINIMUM DEPTHS ARE CALLED OUT. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. TYPE DESIGNATION F = FILLED WITH #5 REBAR AT TOP GROUT/ U = UNFILLED MIN. (1) REQ'D R = RECESSED CLEAR QTY. OF #5 REBAR @ BOTTOM O OF LINTEL CAVITY r x cu C.M.U. J 8F16-1 /1T <_ ¢ z t� Z GROUT r � NOMINAL QUANTITY WIDTH #5 REBAR ATT ^' #5REBARAT TOP ."O BOTTOM OF NOMINAL o LINTEL CAVITY HEIGHT BOTTOM REINFORCING �, (VARIES)PROVIDED IN VARES)0IN LINTEL 7_518"ACTUAL 1. fc precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) perASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Florida Product Approval No. 158.1 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with vertcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load + < 1.0 Safe vertical load Safe horizontal load (O O O O O". 8RF6-0B/1T 8F8-0B/1T U0 U0UO O O O O O O O 8RF14-1B/1T 8F16-1B/1T 81`16-013/1T O O O O 8RF22-1B/1T 8F24-013AT J O O O O 8F28 013/1T 8R30 0B/1T J J WRAP FRAMING MEMBER W/ 2 LAYERS 5/8" TYPE "X" GYP. BOARD EACH SIDE. FOLLOW GA DESIGN NO. WP3910 FOR ATTACHMENT OF GYP. BOARD TO FRAMING MEMBER. FIRE RESISTANT PLYWOOD - FRAMING MEMBER SEAL GYP. BOARDIROOF DECKING INTERSECTION W/ ROCKWOOL FIRESAFE INSULATION OR EXPANDING FIRE -STOP FOAM OR FIRE BARRIER CAULK INSTALLED PER MFGR. INSTRUCTIONS (SEALANTS MUST COMPLY W/ UL 1479 OR ASTM E 814) BALLOON FRAME WOOD STUD PARTY WALL TO ROOF DECK (SEE GA DESIGN NO, WP3910) TYPICAL PARTY WALL DETAIL SCALE: 3/4" = V-0" PARTY WALL ALTERNATE POWERS STEEL LINTEL 115 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR <y w C.M.U. coU(~n NIX = - 00 = W W � w W.30Z 0 (n ornEr W �� o w Co #5 REBAR AT BOTTOM zQ ¢ z = % �, MIN. (1) REQ'D -16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications for approved manufacturer products and installation instructions. FIRE RESISTANT PLYWOOD 4' EA. SIDE OF PARTY WALL (2) ROW 10d NAILS AT 6" O.C. FIRE RESISTANT PLYWOOD 4' EA. SIDE OF PARTY WALL PROVIDE SP1 & SP2 T&B EACH STUD BALLOON FRAME WOOD STUD PARTY WALL TO ROOF DECK O (SEE GA DESIGN N0. WP3910) H BRACING @ 8'-0" O.C. PROVI E SPt & SP2 SEE 1/S5 SIM T&B EACH STUD--,-,- J J ENGINEERED WOOD GYP. BD. @CEILING TRUSSES @ 24" O.C. 2X6 P.T. CONT. W/ 5/8" DIA. A.B. @ 2'-8" SINGLE COURSE 8" K.O. BILK. TIE BM. W1(1) #5 BAR CONT. 2 HR BLOCK D-2 8" CMU WALL W/ #5 BARS VERT. @ O.C. MAX. LINTEL SCREEN O REINFORCING MINIMUM REINFORCING LAP = 30" V 1/2" GYP. BD. ON DBL 1x2 FURRING (1 1/2" THK.) VERT. @ 24" O.C. W/ MIN. R-4.2 FOIL NO PLUMBING, MECHANICAL BACKED INSUL. BETWEEN H EQUIPMENT, DUCTS OR VENTS EACH SIDE TO PENETRATE PARTY WALL MASONRY PARTY WALL (SEE UL DESIGN NO. U905) GRADE BEAM FOUNDATION TO BE 5" CONCRETE SLAB. STANDARD FOUNDATION TO BE 4" CONCRETE SLAB. SEE ' PLAN FOR MORE INFO. FIN. FLR. v CLEANED COMPACTED & TERMITE TREATED FILL r ' V-8" x V-8" GONG. FTG. 1, 8„ FOR GRADE BEAM 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 WP 4135 (FM WP 360, 9-28-74) APPROX. WEIGHT: 13 PSF THICKNESS: 8" BASE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD OR GYPSUM VENEER APPLIED AT RIGHT ANGLES TO EACH SIDE OF 2 x 4 WOOD STUDS 16" O.C., STAGGERED 8" O.C. ON 2 x 6 WOOD PLATES WITH 6d COATED NAILS, 1 7/8" LONG, 0.085" SHANK 1/4" HEADS 24" O.C. FACE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO EACH SIDE WITH 8d COATED NAILES 2 3/8" LONG, 0.113" HEADS, 8" O.C. VERTICAL JOINTS STAGGERED 16" EACH LAYER AND SIDE SOUND TESTED WITH NAILS FOR BASE LAYER SPACED 6" O.C. HORIZONTAL BRACING REQUIRED AT MID. HEIGHT. (LOAD BEARING) GA FILE NO. WP 3910 NOT TO SCALE 3l4' H(1RI7(11,1TAI CF(`TI()J 1. CONCRETE BLOCKS* - VARIOUS DESIGNS. CLASSIFICATION D-2 (2 HR). SEE CONCRETE BLOCKS CATEGORY FOR LIST OF ELIGIBLE MANUFACTURERS. 2. MORTAR - BLOCKS LAID IN FULL BED OF MORTAR, NOM. 3/8 IN. THICK, OF NOT LESS THAN 2-114 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 112 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 / --- \ SYMEFRICAL SYMEMICAL G MIN. MIN. MIN. UNIT 1501 UNIT 1399 UNIT 1398 LINTEL PLAN SCALE: 3/16"=T-0" O N C N N "i C to M l,- N 1) (D Lo 70 M c ON 0 M 2 O 0 Mu) VI) Ccm cv : U CV iri W0 a)M M Y (.4 QO U t O o a o000 ' U) Q � 0 A � N C B DP C G °• F'COo C • Utz- • o a z O .Pd` U �'�5 a 1n111�°i.���� 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. O '__1 M N M Z M I O 6 � 4jM0 ri a •> a, I- > L.L_ L Z 4 z LU LU JLn(D Ln V `� J a z z J Oz LuLL0 wobQw2IY 1 Ozzoo-W 0tn�0 1^ z�-<U2:< w F- z *� c�zoka.w �gva0 C:)04a U O j N r-I ~aOz@ Caw � N 110 Ln 4� E 0 J QTI LUOLu cyVa]Y� C:)Z �•� wWJ0 U l� 0� WJZmO 0 V S zo0°zz O w Z Qwlw0z00 � LLi Q H MMW OQnn�Cf-7Q�QQtU 4-J LMLJ 2: n>¢0, W ■� wOu-z �aao8 CCY O d- �N0ZQ LL z 1 ' � a Y w Q Q H Z M LL j � O Z g z SCALE : AS NOTED PLOT DATE : 01 / 21 / 2011 VERSION NO. imoo JOB NO: 11-0055-60 SHEET NO. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-05, ASCE 5/TMS 402-05 & ACI 530.1-05, ASCE 6/TMS 602-05 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-01a, C476-01, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2005 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC), 2007 EDITION, (INCLUDING 2009 SUPPLEMENT). 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-02. 1.2. DESIGN: 1.2.1. ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-05, ASCE 5/TMS 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 RET REINFORCED N C CONCRETE: E 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 TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF 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. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (W/0 STORAGE) : 10 PSF (NON -CONCURRENT) 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. 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 ON A 120 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: 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-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 1Y" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A185-01 a 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-05 (STRUCTURAL CONCRETE) ACI 530-5 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4,2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 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 F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270-4 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS 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 SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2002, BCSI 1 - 03 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA RESIDENTIAL CODE R703.6.2 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 01 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53-01, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500-03a, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325-94 MACHINE BOLTS: GALVANIZED ASTM A307-03 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0,148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'S BOLTS 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 = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 01. 4.7.4. STEEL TUBING: ASTM A500-03a, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN, 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FRC 2007 W/ 2009 REVISIONS, RESIDENTIAL SECTIONS R320.1, R320.2, R320.3, & R704. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-00 TERMITE PROTECTION - PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. IF CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC 105.11- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FRC R704- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 Inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R320.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R320.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R320.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R320.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainf II occurs before vapor retarder placement, retreatment Is require 9. FRC R320.1.5 - n rete over our nd mortar along the foundation perimeter must be remove �ie ore exter or so, 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 barrier is applied, shall be retreated, 12. FRC R320.1 - All buildings are required to have pre -construction treatment. 13. FRC R320.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R320.3 - After all work is completed, loose wood and fill must be removed from below and within l'-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308 3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II 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 I 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 F THE WATER' EDGE. THIS HALL APPLY T SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 0 S G SS 0 G G 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 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) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 120 MPH + 33.4 PSF / - 44.8 PSF (END) U.N.O. TYPE: 513 + 33.4 PSF/ -36.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 120 MPH) SINGLE 9x7 +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" 1%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%8' 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 FOR 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. N L C N U) N U V C M co H No v a) T '0 CV) 0 ON OD O U) U) N .-. co O O N m U �c Do� U) LL L p�N 0 N U -c a O 0) 'oQ� dLr) v O A � B D® N C B�D-OC P O � e O 00 A'- E (h "• ♦ O10 ® y ®L a w N L Lu 0M OLL Z �0 o z O ��p, m V W. rn P, To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. C) '__I M N M Z cn O Q � (M O rl •L fa i N n Z 3 Ww� J O tB N LLn U z Z J O Z 0 w w0 LL UJ z LCn LpzZ G� U �Q F-� U 0 0 Z < 0 1 z x2:Zwt-Z � ¢ Ov 2 Q M Ogokaw C:) o o��S CJ=O�wN ~a0ZO .^ V�! �=w � J W r-I E 0 J Ce w H Boa � azuo a 0 wo000 r- Z m O O=wd~ 0 z 0 a� o-Z Z Q J oo�La8 w in :5Q�Ja�� � PP>9oa 0 U_ Z I.I..I :) ■� "'Qawo00< in o�LLO V N O w a 1 J Y w Z M � LL LU > O g Z J a SCALE : AS NOTED PLOT DATE : 01 / 21 / 2011 VERSION NO. 1000 JOB NO: 11-0055-60 SHEET NO. SN 11 L . __r_. -i�F T F I H I _ . F-T--- I - �- I -,- RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) USP HTW20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) USP HTW20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING COMPONENT & CLADDING DESIGN PRESSURE (120 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30feet, Importance Factor=1.0) ROOF WALL TRIBUTARY AREA (ft') ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 10 20.9 -33.2 20.9 -70.1 20.9 -70.1 36.3 -39.3 36.3 -48.6 20 19.0 -32.2 19.0 -63.6 19.0 -63.6 34.6 -37.7 34.6 -54.4 50 16.7 -31.1 16.7 -55.0 16.7 -55.0 32.5 -35.6 32.5 -41.0 100 14.7 -30.1 14.7 -48.6 14.7 -48.6 30.8 -33.9 30.8 -37.7 125 14.7 -30.1 14.7 -48.6 14.7 -48.6 30.8 -33.9 30.8 -37.7 NOTES: 1 FOR EFFECTIVE AREAS OR WIND SPEEDS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE BY MULTIPLYING BY ADJUSTMENT COEFFICIENTS IN TABLE R301.2(3) OF THE FLORIDA RESIDENTIAL CODE 2007 3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES UPLIFT CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE CONNECTOR UPLIFT CAPACITY I LATERAL I CAPACITY I FASTENERS CONNECTOR UPLIFT CAPACITY I LATERAL I CAPACITY FASTENERS (S.Y.P. #2) 1 (S.P.F.) (S.Y.P. #2) 1 (S.P.F.) MASONRY APPLICATIONS MASONRY APPLICATIONS HTA 16 1615 1585 590 10-1 Od x 1 1/2" M ETA 16 1450 1247 335 7-1 Od x 1 1/2" HTA20 1615 1585 590 10-1 Od x 1 1/2" META20 1450 1247 335 7-1 Od x 1 1/2" HTT16 4290* 3689* - 18-16d & (1) 5/8" A.B. HTT16 4175* 3695* -- 18-16d & (1) 5/8" AT HTT22 5370* 4618* -- 32-16d & (1) 5/8" A.B. HTT22 5260* 5250* __ 32-16d Sinkers & (1) 5/8" ATR LUGT2 1850 1850 _ 16-1 Od & 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" ATR LTTI31 2825* 2429* _ 18-1Od x 1 1/2" & (1) 5/8" A.B. LTTI31 2310* 2310* __ 18-10d x 1 1/2" & (1) 5/8" ATR FRAME APPLICATIONS FRAME APPLICATIONS RT7 585 585 170 10-8d x 1 1/2" H2.5 415 365 150 10-8d x 1 1/2" RT16 1030 1030 645 16-8d x 1 1/2" H 10 990 850 525 16-8d x 1 1/2" RT16-2 1160 975 410 16-8d x 1 1/2" H10-2 760 655 395 12-1 Od S PT22 725 623 260 8-1 Cd S P 1 585 535 -- 10-1 Od SPT24 1085 933 260 12-1 Od SP2 1065 605 -- 12-1 Od SPT4 1075 924 - 6-1 Od x 1 1/2" SP4 885 760 -- 6-1 Od x 1 1/2" S PTH4 2150 1849 -- 12-1 Od x 1 1/2" S P H4 1360 1170 -- 12-1 Od x 1 1/2" MUGT15 4265 3335 -- 2-1Od & (1) 5/8" ATR MGT 3965 3330 -- 2-10d & (1) 5/8" AT LUGT2 2260 1956 440 32-10d LGT2 2050 1785 - 30-16d Sinkers HTW20 1530 1325 95 20-1 Cd HTS20 1450 1245 -- 20-1 Od LSTA18 1235 1110 -- 14-10d LSTA18 1235 1165 -- 14-1Od LSTA24 1235 1235 - 16-1 Od LSTA24 1235 1235 -- 18-1Od LSTA30 1640 1640 - 22-10d LSTA30 1640 1640 -- 22-1Cd LSTA36 1640 1640 -- 22-10d I LSTA-36-1 1640 1640 -- 24-1 Od 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, 15/32" CDX m¢ PLYWOOD OR 7/16" OSB RIDGE LINE 120 MPH SECOND GUST EXPOSURE "C" WIND ZONE 120 MPH SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE a 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. TYPICAL HTA 20-18 /HTA 20 INSTALLATION T + _ + VIIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL MTW INSTALLATION LC SE USP MUC 5/8" 0 THRU BOLT UE MIL R TRUSS 'OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL HTA 20-18 /HTA 20 INSTALLATION @MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT = 1030# LL TYPICAL RT16 INSTALLATION (D A45 C tLn h cko LO ul ne e LLLD CLL ' LSN 1 L TYPICAL HUS INSTALLATION E-FAB CHIMNEY CAP 2"x4" BLOCKING (SEE MANUF. USP SPT24 AT SPECS. FOR MINIMUM DISTANCE) EACH JOINT TYP. EXTERIOR FINISH PRE-FAB CHIMNEY } Z BLOCKING @MID POINT Q M � WHEN CHIMNEY EXCEEDS 6'-0" z¢ � o �Q IN HEIGHT ~ z � moo GALV. METAL 1/2" SHEATHING OR O.S.B. w a o FLASHING o¢ 2"x4"STUDS @ 16" O.C. MAX. GALV. MTL. FLASHING CRICKET r_TRUSS TOP CHORD `�\ USP HTW20 @ EA. CORNER \DOUBLE 2"x4" BLOCKING SECTION "A -A" w/ 1/2" PLYWOOD FLITCH SCALE: 3/4"=1'-0" r ATTACH BLOCKING TO TRUSSES w/USP USI SLOPE MP-34 ANGLE TYPICAL �Cn TYPICAL CHIMNEY PLAN SCALE: 3/4"=1'-0" FILL CELL STD, 900 HOOK STD. 90° CONT. #5 i - HOOK BAR -� i HTW20 @ EA. CORNER ENGINEERED WOOD TRUSSES CHIMNEY ASSEMBLY 2"X4" @ 16" O.C. MAX. (2) 2"x4" BLOCKING w/ 1/2" PLYWOOD FLITCH TYP. BOND BEAM BOND BEAM STEP SCALE: N.T.S. - CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM O � i N O�3 N � � •cC M Q) � M O � � � On0�0 O ono 0 1` 0� N O Y0_o� U o °a DODO �Qn rn � 0 N C B D C P B D®X ; Li TI r I L -Ti (1) LAYER UNDERLAYMENT FOR ROOF PITCH 4:>12 & (2) LAYERS UNDERLAYMENT FOR ROOF PITCH 4:02. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH J1TYP-) VARIES TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER INSULATION BA ROOF COVERING 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8"tl ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" .N,O. 2x SUB FASCIA ABOVE) W/DRYWALL 12"VENTILATED SCREWS @ 7O.C. SOFFIT CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ff7 ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER � TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 LU a NOTE:EXTEND "FIBERMESH"W1.4XW1.4 WWF OR DECO FINISH 4" to 6" BELOW GRADE E .. . fV ' p. oD' - Z °° � III D III —III= _ °° 6 MIL VAPOR BARRIER0*4 II I D a: I II I COMP. SOIL. (I I D • • III= (COMPACTED TO 95% =1 I I I -III—III 11= MODIFIED PROCTOR I III III —III —I i ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE (2)#5CONT. ON3" 6x6W1.4xW1.4 r CHAIRS (TYP.) WWF OR FIBERMESH D C —III—III—III—I m D D II—III—III=III o I, T I III I I I III I I I I I I I I I D✓ O \ I III I I I I I I I I I I I I I I �,' TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT 6G SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 FOR ADDITIONAL SLAB INFORMATION. OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB �N - 1411 O.H.D. RECESS z PAVERS �r M IN J. —I I=1 III=1 I I- l l l l l l l l l l l l l.e d a •:. 4" I60 1=111—I I I' . • .. —11 r III=1 I I •.� • a : ' III —I =III —III •y �: I=111 SEE A/S3 OR J/S6 — I -i llI III —III— I I-11- III ITI—I i t I , FOR REINF. INFO. 3" MIN, CLEARANCE 1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. 13 ADDITIONAL INFORMATION. 8"x4"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES CUT TO SLOPE. 1 ELEV. 4-4 1/2" A.F.F. GARAGE SLAB AT STEP SCALE: 3/4"=T-0" 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8114" "J" BOLTS BOLT (IF NO UP LIFT ON Y @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x31/4" TAPCONS USP SPT22 TYP. SPACED EVENLY r 2x P.T. PLATE ASSUMED FINISHED GRADE z MONO OR STEMWALL - FOOTING MONO SHOWN FOR CLARITY O° _ NOTE:04 *FOR BEARING WALLI- W/ UPLIFT ONLY j 1 FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. EXPANSION JOINT SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND I O.H.D. RECESS CV ' —r M d III=1 I " 1 ao 4" -r . I- I I —I 11= III-' SEE A/S3 OR J/S6 -I I I I II III=„ I I I FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESSri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 3/8" MORTAR BETWEEN SLAB & BLOCK TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. ROW 2x BLOCKING @ MID HGT. FOR WALL GT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS DR WALL HGT. > 8'-6". ISULATION PER CHART ON FLOOR PLAN SP SPT22 CONNECTOR 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH G f I I=III=III= 1131/2"(min.)- 4" 31/2 00 III=III _ _ _ _ III. -III _ III —III —III —III III —III III (2) #5 CONT.l I =1 I -III—III—III—I I =III-' III lil—lil ii 4" 11-411 MIN. TYPICAL BEARING BEARING WALL @ STEP @ SHEARWALL@ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" 0/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W! 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c E 10 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR 1/2" CDX PLYWOOD OR 7/16" O.S.B. "'� SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ - 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 211 47 31/2"MIN. D D PAS � M�N�MJo�s 1opN��N c -2x STUDS @ 16" O/C �v ISULATION PER CHART ON FLOOR PLAN -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. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. 0 K.O. BLOCK -USP SPT22 @ EA. STUD 5/8"OR 1/2" HIGH STRENGTH - (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR 5/1 2" (A 0. @ 00 -2X P.T. PLATE 20" MIN. LAP #5 REINFORCING -WEEP SCREED INSTALLED BAR —� PER MANUF. #3 OR #4 REINFORCING BAR . . j ) MIN. Fy= 40ksi ct - - D D -. - - - p --•----;. #3 & #4 LAP SPLICE 6 D M \. D FINISH GRADE cO 2 25" MIN. LAP -0. 6 MIL VAPOR BARRIER - I III D I=1=III=III - 00 R 1 7/8" =1 I 1 I 1=1 11=1 ITI—I. T #5 REINFORCING BAR III o : I —III —III III III- r #5 LAP SPLICE II II . ' III—III—III-11I_I COMP. SOIL. (COMPACTED TO 1 II 95% MODIFIED PROCTOR ASTM �- I =III III= I —III-III-III= D1557) I I III„11 1111111/11 1- 4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2 1/2" FROM SLAB 0101. CONT. BEAD SEALANT INTERIOR " = 2x STUDS @ 24" O.C. U.N.O. -3 _ GARAGE CONCRETE NAILS W 1 1/2' "- 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM - INSULATION PER CHART PLATE TO CONCRETE - ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT C TENSION 120#) CONCRETE SLAB - 6x6W1.4xW1.4 r ' M WWF OR FIBERMESH ' _ - N Cl) 6 MIL VAPOR - BARRIER 4" ]4' INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 101, #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 6x6W1.4xW1.4 WWF OR FIBERMESH 31/2"(min.)- 4" ° n a IT GRADE 00 I =1 I_I=1 I I=1 11=1 I I=1 11=1-1 --— — ——_—_—_— II=1I1=1I1=1I =1 11= I 11=III—III-11—III 1 I III —III 11=1 I I— I I— ' �—III—III—I 11= 11= I I —I 11= I I=1 I I=1 I I=1 I MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=V-0" S3 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH N T C M E A _--_—_ a I III, III III; 80 11- 1 r I I a. .. '. a I —I I M III '• �. � •. III- III— SEE A/S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END -SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW -2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. FOR WALL 3 @ 3rd PTS NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE w � D U . —III—_III—III m D LU a I I I I —III —III I g 1=III—III I I=1 � • —III;, III IIII (2) #5 CONT. I I I I ON 3" CHAIRS 8" 1'-4" (TYP.) t PLAN (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) _ 6x6W1.4xW1.4 WWF OR FIBERMESH r M n D. I —III —III —I I III I 1 1—I—I=1 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" S3 L (D C U) N vi C (G C0M F- tV (D 4- D oow 0o o a)0"�o o Co co :1U v m -0 C 5'o � LL 0 N r�_ � 0 le Y O N U off -leN a. C) a o a 0000 U5Qr; .� rn � 0 N C B D C B D® KID C) W �. 00 O N C) LL 5 ^cr� a ' o O •,vi a 4 6 `� W V • V �. !!!jlli6 To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O '--I r'M [V M Z .N M 0 O > �M 0 a7 Q �L 0 :2 5- L F— fa U- (V n Cn ry J W LU Joa) Ln N Ln U Z z LU o z J w25CO U, m Z 1z G v�x1n�0 1 0 z z 0 a WU z >-Q U 2: Q =21ZW~z �! --I 0 z p a w g UED 0 CD04o�:Wo U TI a0zO z l0 cei­-W T Ln ^ , �✓ r-I O J Q� Boa wQ~3 a Z U a 0 0 U V) 0 0 0 z ~o02-:0 - Zo2oZz Z Q w w- z 0 0 Qa5-U<6 J o0LU�acg 4—J P O> 9 o a w W0wzQ w 0— aalw-0S Mo Q a�co pza 1 �OLww as 0 M LL LU z z a SCALE AS NOTED PLOT DATE : 01 / 21 / 2011 VERSION NO. 1000 JOB NO: 11-0055-60 SHEET NO. S3M II__::. .i _I I-..---.: DOUBLE 2x TOP PLAT- 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD (2) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID •� POINT EVERY OTHER `+ STUD W/ (3) 10d NAILS CRICKET AS REQUIRED N SINGLE 2x CONT. BASE PLATE W/ (2) 12d TO TRUSS BELOW BLOCKING (TYP.) 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C = _= EDGES & 8" O/C FIELD - - USP SPT22 @ EA. STUD 2x P.T. PLATE • ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS TO DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED % BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / 8" STD.91YHOOK LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION —�H _ —__� _ — - —_. - - - -==-- NOTES: 1J FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL I/ J FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET j �8x8x16 GARAGE DOOR ROLLER ; > GARAGE DOOR TRACK CONNECTION ASSEMBLY � � ' GARAGEFLOOR j� TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL GL EXTERIOR WALL 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. �'!4 2x TOP PLATE 2x STUD @ 24" O.C. MAX. 2x P.T. PLATE - SEE A/S3 FOR SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING CL VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END WALL DOOR STOP w MOLDING �z a \ T N GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. PROVIDE P.A.F. NAILS OR EQUAL @ 12" O.C. STAGGERED FROM BOT. DOOR TRACK REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. S4 'I 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END V - 4' (1) (2) (1) (2) (1) USP LSTA30 4' - 9' (2) (3) (2) 1 (2) (1) USP LSTA30 9' -16' (3) (3) (2) (3) (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER t ` (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE '--2x STUDS TYP. USP HTT16 TYP. U.N.O. SEE NA ** HOLD DOWN CONNECTIONS Op�00,4 FN/NC, NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIF P.T. BOT. PLATE WALL HEADER DETAIL Q SCALE: N.T.S. S4 USP SPT4 SPT24 FF LISP 11 2X STUDS @ 24" O.C. O TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL P.T. ATE USP SPT O SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 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. CRICKET AS REQUIRED USP SPT24 @ EA. STUD / 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD - 2X4 PT STUDS @ 16" O.C.- (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS =_ _ USP HTA20 @ EA. STUD • MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90* HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF 2q„SPLICE STAGGERED N 7-rM J c a • . _ 1 od @ 8" O/C PLATE LENGTHS MUST BE BOTTOM SPLICE AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL (Aii L SCALE: N.T.S. S4 F= 2240 LBS USP USP SPT4 SPT24 C USP SPT4 IF 2X TOP PLATE OVERLAPPING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL C USP SPT24 NAILED INTO TRANSOM FRAMING USP— SPT22 USP SPT4 INTO 10d NAILS @ 6" TRANSOM FRAMING STAGGERED USP SPT22 USP SPT4 USP SPT4 -,-BOLTS @ 24" O.C. MAX 2X P.T. PLATE 2X8 P.T. BOTTOM Fir 1 E 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE 2X BLOCKING �(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL -USP SPT4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. X. N PLYWOOD PLYWOOD FASTENED TO TRUSSES o E SHEATHING WITH 8d COMMON WIRE NAILS @ 4" S4 O/C BOUNDARIES 6" O/C EDGES B & 8" O/C FIELD PLYWOOD SHEATHING MASONRY WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. SPT4 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR 1 SCALE: N.T.S. L N N a) v _ � L vi E It co (1) CV N 4_1� M 0 O I. co O 0) 2 0 0 -a)f>3 vNj -rovw M cq � O 0 0) a)a) r M N f4 0 � M a)N O N ra00) ' a00 RONU gat; 0) 0 A.Ic N C B D C 0*s" T, B D® + M ♦ t%F i��,,,,jjY N O ^ v La -2 yy��. ill v: a'� ••yl,' Q W .Y i•••c, ' ���� F®/f74i;1O11 To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O N M Ln Z � M 0 6 no j C:) Q e �M > ra a ''_ -2 a' ID •L n d' H LL L.� r n + Z�'`� Z Z W.J C Jo(V � N L V oC Z Z LU o z wLLOCC J w m z z G IL ��-xLnu00 1 F-0rz<0 LI ��� zaa ?W~z M 7--� z in a w aaUIX00o 04"0�e0 v ~ O 10 d 0= Z 1 rl W � 0 J aoa w F— U C1L O a Z 0 w000a EAmo r V O EO0"''~ za��z Z z Q w 0 Z O= O J I --I J CO 4 J F- � w oa�<ac� 5?> o a w wW0u-zQ D<a-w2o0o aQ 1211�1 a:u-z `n`joza � Y w as~� Z Mtjo > O g z J SCALE AS NOTED PLOT DATE : 01 / 21 / 2011 VERSION NO. 1000 JOB NO: 11-0055-60 SHEET NO. S4 SEE STRUCTURAL . SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER @ 24" O.C. NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOOKER @ 24" TOP CHORD SHEATHING DETAIL EA. OUTLOOKER (OPTIONAL AL -SEE BLOCKING FOR OUT'LOOKER ELEVATIONS) ONS ) FIRST FOUR @ 24" O.C. ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING USP RT16 OR EQUAL @ TRUSSES @ USP RT16 OR FOR FIRST FOUR FASTENED W/ (2) 10d FOR FIRST FOUR ROWS 4" MAX. EA. OUTLOOKER EDGES OF 2x4 CRO BRACE EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" O/C. CMID OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 2x4 CROSS BRACE APPROX. 48" O.C. EACH JOINT W/ 3 10d O @ 8'-0" O/C. EXTEND LEAST 90% OF @ USP 8" FROM RIDGE FASTENED AT MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH @ SPT4 @ EA. EACH JOINT W/ (2)10d & (2) EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) 2X6 FRAMED WALL - SEE SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d WALL SECTION FOR SPACING ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP ATTACHED W/ 10d EA. END BLOCKING 1/2" CDX PLYWOOD OR 7/16" NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 6" O.C. EDGES 10dX3" @ 3" 0/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 7/16" OSB SHEATHING AND 12" O.C. FIELD tt THROUGH CHORD CORD ATTACHED W/ (2) 16-d TOENAILS ATTACHED W/ 10d NAILS (2) 16d NAILS INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD O.C. FOR THE FIRST (4) ROWS FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL 11 11 NOTCH L BRACE HERE OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH MOISTURE BARRIER WEEP SCREED W/ (2) 16-d TOENAILS 10dx3" @ 4" 0/C 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'.- 0/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT VERT. WEB (24" O/C MAX.) W/7.10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" TRUSS) NOTE: IF EMBEDDED TAPCONS. SECTION STRAP MISSED VERTICAL SECTION 1 2 SECTION 3 WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. 55 SCALE: N.T.S. S5 REFER TO SECTION _ ON SHEETS fV SEE STRUCTURAL FOR X-BRACING, AND -BRACING, M NOTES AND NAILING TOP CHORD N SCHEDULE FOR USP HGAM10 W/ (4) BLOCKING 0o SHEATHING DETAIL 1/4"xl-3/4" WEDGE BOLTS & (4) SIDS1/4"1/4" 1x1 14, 2"x4"CROSS BRACE x 1 1/2" SCREWS WOOD TRUSSES 00 co APPROX. 8" FROM RIDGE FASTENED AT 2X4 RAT RUN BRACING 1 1 2^ EACH JOINT W/ (2) AT 24" O.C. ON TOP OF t2' 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END - -- TRUSS SPANS o • ATTACHED W/ 2 -16d 1� �1 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. 0/C W/ 2 -16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2) 16-d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 6a 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 J TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( ° 1 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 10d PER JOINT IIINIMUM 2x ;ROSS BRACING SEE PLAN FOR .00ATIONS) 1063" O/C @ 2"x4"- TOENAIL 6" O/C RUNN W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. VVI\1. YLlll \II\V GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES S5 SEE STRUCTURAL — NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16-d TOENAILS BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 O/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE 1,01-E) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING : ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C USP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP. SEC.) USP SPT24 @ EACH STUD SECTION 4 SCALE: N.T.S. S5 2x4 OUTLOOKER BACKNAIL W/ (2tMA 8d @ 6"O/C - 16d NAILS O/C WOOD TRUSSES TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2) 16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6 O.C. EDGES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" \ JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 SEE PLAN FOR 1/2" SCREWS CONNECTION 2x4 "T" ON TOP OF PANELS :L BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ [T— 'IoI 10dx3" @ 4" O/C (2) 12d TOENAILS i_1� �T SECTION g 0 SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP -MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 GABLE END BRACING DETAIL "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) SCALE: 3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 2 x 4 BLOCKING W/(2) 10d TOE NAILS @ EACH END @ 24" O/C (TYP) z w BRACING W/(3)10d x 3" @ • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM ]�__ MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE 1" BRACING DETAIL% 6 SCALE: N.T.S. S5/ DIAPHRAGM BLOCKING @ 48" O/CCrEi_�I._GABLE TRUSS TRUSS VERTICAL 2) 2"x811 "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. w ----w w 0 � 0 1 v w m o � CD w o � o Q o � L ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 2411 0'0" - 3'-011 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-03 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION �o N O � N CJ V C H v O L �_ Mo 0 000 W U O o" )o 0 11N1 M _ i O N O N U Y C•o°' o a 00 000 (1) < LO o rn � 0 A 0 NCBVD C Cn co �••3\a � �Rw O c � f� Cis N i3' a ,a •�Aaeew�p �. 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 '.4 M N M Z M 0 O q. > LL N L t\ z J W JoW Ln W Lrn U Lr' o a z Z LU o z L. LL O O W U�gcn00 m Q W Z Qa 1 O z Z 0 > Q U Q M i�Awaz �gLa O O"o OF—dpz0 LU N �{ ��w J N 3 W) 4� E O J T♦ LU W Q Q z U OLL' U 0 LOOP[�[ F- cn m 2 0 z../ (11 O 0 ZW 0 W O H 9W��o=Zz0 �z Q Q (7 J L" m 4-J � g � 0'� W w < W O LL z Q ° Q Yo }� OC O V d X '�'- z JdoWa 1 J W M to LL z .. Z g z1­4 O SCALE : AS NOTED PLOT DATE: 01 / 21 / 2011 VERSION NO. 1100 JOB NO: 11-0055-60 SHEET NO. —i - - - - - - - -Ail -. y -- 171 _ 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB REFER 1 X 4 1/2" DRYWALL ( UNACCEPTABLE INSTALLTION DOOR JAMB REFER ( TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 MAX.8" PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. FOR CONN. DETAILS '.-�; FOR CONN. DETAILS 1 X 4 � FOR CONN. DETAILS / 1 X 4 #5 REBAR TYP, ( ) 3/4" PLYWOOD DECKING GLUED 3-114" LONG X 3/16" 0 FURRING 3/16" 0 X 3' LONG TAPCONS FURRING i FURRING 3/16"0 X 3-112" LONG ' '' #5 REBAR (TYP,) AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED ti(g ATTACHED WALL SHEATHING TO BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. O.C. 2-ROWS INTO STAGGERED @ 16" O.C. 1X8 2-ROWS INTO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED PER MANUFACTURE MASONRY THROUGH 1-1 /2„ DETAIL YTHROUGH 3„ DETAIL D. 90° HOOK (TYP.) ^ STD. 90 HOOK (TYP.) 1x4 P.T. & 1x8 P.T. x8 P.T. ix8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS 2x BAND JOIST W/ FACE NAIL -1/2" N @ 16" METAL SEAT PLATE NOTE: AND )OFACE NAILS 0d @ " FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL LAP SHEATHING TO BOTTOM OF BAND TRUSS VERT. WEB DOOR JAMB (REFER ND W/ MIN. DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR JOIST TYPICAL L2EDGE TO SHT. SDW2-K1 DIST. TO SHT. SDW2-K1 CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS "� 10d @ 12" O.C. 1 X4 FURRING1000 2X8 P.T. WITH 3/161 X 3" +� NOTC @ FIRST COURSESCREWS USP HGAM10 @ 12" O.C. w/4-SDS 1/4x1 1/2" LONG TAPCONS INTO BAND JOIST & (4) 3/16"x1-3/4" ..S REQ'D 2X8 P.T. 2X8 STAGGERED @ 16" O.C. WEDGE BOLTS INTO K.O. BLCCK 2x D ETAI L 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /411 DETAIL NOTCH WEB AT THE FIRST 2 COURSES , FILLED CELL PER FOUNDATION PLAN BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SSSCALE: N.T.S.T SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1890 #FOR 2 STRAPS = FILL 1st4COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS ARCH BLKG. & BUCK 1 1 s� USP RT16M W/ (8) NA11 NAILS & (6) 1" x 21" BLOCK HEADER TAPCONS 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) t j 10d NAILS x 12 NAILS AND 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL LEAVE A CUT OUT IN O.S.B. ON THE (4) 4' X 1 !'WEDGE BOLTS [ (1) STRAP = 1225 BRACE(S) (4) 10d NAILS INTO INSIDE TO ALLOW FOR INSULATION 2 x 8 BRACE/ BLKG. (2) STRAPS 2450#]) ». ' 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER FURTHER INSTRUCTIONS. % ` • •• ' �'' '« SCRIBE (NOTCH) * BACKSIDE TO FIT ARCH FACE OF ARCH W/ (3) 10d NAILS 2 x 8 AT EA. END (BRACE/ RETROFIT TRUSS DETAIL .: .. OVERHAN :.;.� • ° CONNECT W/ 8d NAILS BLKG.NTO N.T.S. 7. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR ­'ARCH INTO ARCH BLKG. PER FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NTS 4" MIN. OF BRACE A 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/8" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD / 10d NAILS 8" O.C. NOTE: FOR OVERHANGS LESS THAN 3/8" - NO REPAIR REQ'D. 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY xO (2) @ Ali yj TO TRUSS TOP CHORD ARCH DETAIL J WALL USE (3)1/4" X 31/2" TAPCONS AT 16" SCALE: N.T.S. SS O.C. 12 + + CT y PLYWOOD SHEATHING 1 -On 5i_Qn JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + INISH FLOQR 2 x 8 BUCK -CONNECT TO BLOCK SECTION BLOCKING AS + + ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN B-g ROOF SHEATHING ATTACHED + REQUIRED 114" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT 2'_0" 8" + ° ° CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + D 9T Ho ° — IN TOP 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP o , KNOCKOUT / N EACH TRUSS o - CHAIR BLOCK 8d NAILS 8" O.C. AT BUCK @ 2 x 8 VERT. W/ (2)10d PROVIDE 2x CONNECTOR ®° I- PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF NAILS AT EA. END PROVIDE (2) MIN. TAPCON AT EA. SIDE CONT. W/ (3) 12d NAILS SEE LINTEL MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS -i BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° CLEAN FILL 7 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT Z TO BE INSTALLED 00, BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL °.' STANDARD o SCRIBE (NOTCH) BACKSIDE ) 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION o D 90' HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W( (2) #6 X 4'/2' WOOD FOR OVER HANG FILLED CELL ,° 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0" BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4 MAX. RAD. WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" - ° INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O C , ° sk ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ ENTRY L SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = 1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRC / FBC NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. � REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3!4"X6" MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16 W/ (18) -16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER STUDS & (1) - 5/8" DIA. ALL COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION } #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 g a. PANEL PER ANCHOR) T #5 BARSOP WITH MIN. OCCURS TN. 33" " THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. z EXISTING BOND BEAM z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'_0 5"EMBEDMENT & 3" MIN. 00 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F. EDGE DISTANCE a FILL CELL FULL HEIGHT W/ 2 OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °' 0 A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ; LU d REINFORCING AS FOLLOWS: ,,''� : ' :' a 1 SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. g°. I I=III=III= I ; I I -III-' #5X6 EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. n 6 MIN. LAP SPLICE W/ I-III-III-111- o D — — - � I —I � I —I � I. v z FOOTING � g EXISTING FOOT 2-#5X6' IN CONC. * '• .��• COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL (n LO FILLED CELL SMOOTH. DO NO FURROW. III=III= DRILL 3/4 X6n MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP III —III- GRADE D—I I SET BAR IN EPDXY G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE g ° REMAIN FREE OF MORTAR. NOTE: CI) z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g p TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL (2) #5 REBAR. MIN. 3o „ TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) *(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FRC TABLE R301.2.1.3) 16" MIN. 01 COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN *(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FBC TABLE 1606.1.6.1) 7EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. N L N C m (D � u _ 0 +' N 4Q) (DE"oow its-0 o or aD O N N oMo 0 Ln V) ra m CU : U �a N �LL� a)ra CO a)'C _ O � N O W U -. 0' 0 o a 00m (1)Q-_ LO o ,I t 0 A NCIDC v *pr- B D. i .00 IT irJ(Z�jr/` 00 rd `o^ � m C6 �.� fl. r V a ` NV wx To the best of the s"W IA , the �" understanding, s 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 Zcln 0t �6 > O 0 Q � cM > *� Q fu z 1a- >IL^ N z rs Z J LULU o r>3 L Un U Q Z J oZ wLL0 o v� m z Z 4 d fN0 0 1 0zz0o• W L.fi Z>- x�?w~z Q U E Q M ,--I u Z p o: WagUSO �o O 014O 0 U o W N T_q 9.0 ce ~0. zO z J 3 N �O LO O J Q U 0 O UWog� z ZV O z Q w � aaJ¢Ur- zd0�zz W p zoo LD-J v� .� o0>�oa wWOu LU za LU O 0— �QQ00 W N aYLLLo � O z Q LL 0 1 Ln _j C Y W < 0. Z M > p Iz—t J a SCALE AS NOTED PLOT DATE : 01 / 21 / 2011 VERSION NO. 1000 JOB NO: 11-0055-60 SHEET NO. _app_j RCIs H.I. �g U... R­­­ H—p- S.l a-h-g. St- & F.- P,bl-i-E statr B cts S it. M air, �.k, S.-h Product Approval U,ER:: bk j-, A uffall wilaaIi.aa i F # FL8905-Rl Appl-ti- Type R-a., Code Versi n 2007 Applic tion Status Approved Comments A,.h,v.d Produ ct Manufactu er General Aluminum Company Address/Pir.r./Ennal lool VV Crosby Rd C I - arro I to in, TX - SC06 (972) 242-E271 Ext 207 ivan pe, a dg�@) q.ctx c.m Authoriced Signatuts Los Lomas Technical Representative Ivan Paredes Addresa/Phore/Emai[ 1001 W. Crosby RD. Carrollton, TX 75006 I van. paredese- jacs."m Quality Assurance R.p,-.ntcl,,. Ivan P­d.a, M.E. Address/Phone/Err ail 10DI W. Crosby Rd. Carrolton, TX 7500 van.pared-0y�ct-orn Category w,nd.,S Subcategory Mullions Compliance Mathol Evaluation Report from a Florida Registered Architect or 2 Licensed Florida Professional Engineer Evaluation Report Hardocipy ReceiveJ Fl once Engineer or Architect Name who developed LUIS R. LOMAS the Evaluation P EKrt Florida License PE-62514 Assurance Entity National Accreditation Management Institute, ,ua 'y Assurance Conti act Expiration Date 12/31/2011 Validated By Steven M. Urich, PE V�Iud.ticiu Checklist Herd-pv Re .... ad Certificate ofIndependence Referenced Standard and Year (ofStandard) Equivalence ofPrOdUct standards c Prof ad P v Sections from the Coda lbog 1 714 5 9B-72.070 iwai" .ra K is[ I. a � Lg ti, �911' :11 i Tpj� Submit si-Ii Sit- & F11U P.l r6C StIff KIS Sit, %P _11ia Saalch Product Approval USER; Public -ppil— Appli�aflg,artatafl FL # FL5444-R2 Application Type Revision Co de Version 2007 Applicati o n Status Approved Commen ts Archived r* Product Manufacturer CertaInTeed Corporation- Roofing Address/Phore,'Email PO Box 1100 1400 Union Meeting Rd Blue Bell, PA 19422 (215) 274-2350 ri chard. a.Sn yderpsa i nt-goba i n.com Authorized Signature Richard Snyder richard.a.snyder@saint-gobain.com Technical Representintive R. Allen Snyder Address/Phone/Emall PO Box I 100 1400 Union Meeting Road B ue Bell, PA 19422 A�lan.R.SnyderCa)saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer [A Evaluation Re port - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nienninen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Underwriters Laboratories Inc. Quality Assurance Contract Expiration Date 1010112010 Validated By John W. Knezevich, PE Ra Validation Checklist - Hardoopy Received Certificate of Independence FL5444 R2 COI Trinity ERD Certificaiton of lndependence.pdf Referenced Standard and Year (of Standard) Standard y-al ASTM D3161, Class F 2003 ASTM D3462 2004 ASTM D7158, Class H 2005 Eq u ivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 2 Option B Product Approval Method Method I Option D Date Submitted 01109/2009 Date Submitted 07/27/2009 Date Validated 01/0912CO9 Date Va I ld.t.d 08/13/2009 Date Ppiming FBC Approoal C11/15/2009 Date Pending FBC Approval 08/31/2009 Date Appro-d! 02/03/2CO9 Date Approved 10/13/2OC9 ............... ......................... . .......... ............ 1445, 5347 AND 554� VERTICAL 1445, 5347 AND 5547 VERTICAL MULLION MULLI�)N Lini f Us. Irnit.hatiri Insuroictirims Appor-ai far .:E I. Hill No if OL­,'�141A.­�' Approved for us. outside Hl Yes Verified By: LUIS R. LOMAS 62514 art Imp Re -start N/A h I Created y rcli,pe.certTl Pal­ty� Y­ Des I gn Pressure : NIA Evaluation Rep, rts REFER To E VALUATION REPORT AND -Ri 1111ir 110_12_ - � ,Othi INSTALLATION INSTRUCTIONS FOR DESIGN PRESSURE Created by Independent Third Party Yes LP,ATINGF e h4://www.floridabtilding.orgipr/pr__app_ckl.aspx.�paranr�wOE-, ac..- J-1, laett"'., n.t 1pi�, S,b­ ia.rct.­ st- N F.- I.blik-n, st� tims S ...... l.kt s.-h Prod" tAppr,,,l USER: P,blia J­ C ­1 1 Applii- i W.ii FL aa FL12968 Application Type Ne, Code Version 2007 Application Status Approved Dori Ar,hiv.d Product Manufacturer General Alumirum Company Address/Phone/Email 1001 VV. Crosby Rd, Carrollton, TX 75006 (97 2) 42 -5271 Ext 207 P2 var aredesagactx com Authorized 3ignature Ivan P ... d.S van.paredes(cDclact-orr, Temnicai Repragentitive Ivan Paredes Addrt,aa/Phone/Email 1C01 I) C-by RD. Carrollton, TX 7500 van,par-l-ag,ax-on Quality Assurance Representative Ted Scroback 6ddr.SS/Ph.n./E­I 1001 W. Croalby RD Carrollton, TX 75056 ted.scroback,(Jugaoix.com c,tagmiry VV,nd­S Subcet.goi-y �ingle Hong Con ol i ance Math od Certificarlon Mark or Li�rng Certification Agency American Ardiitectural ManUf-tUt ers Association Vdl,ddtPd By Steven M. Unch, PE Validation checklist -Hardoopy Received Referenced Standard and year (of Standard) Standard AAMA/NWWDA 101/I.S. 2-97 AAMA/WDMA/CSA 101/1,S 2/A440-05 End riivaldr�ce of Product Standards c. 'fie y Product Approval M.th.d Date Submitted Date Validated Date Pending FBCAppr.,a Date Approved Method 1 Option A oe/28/2DD9 Oe/3112009 09/04/2009 IC/i3/2009 12968.4 :Series 1900/1970 .............. ........... Limits of Use Approved for use in HV1l No Approved for ... outside HVH2! Yas Impact Resistant; No Design Pressure: +401 Other: See attached drawings for the installation -t-ti.irs, product pEnfrinox-, limiN/DP and the I mi of sa. Year 1997 2DO5 Aluminum S/H (Fin) 54" x 72" Insulated Annealed DSB. Per Manufacturer's installation insti uctic- Certification Agency Certificate 121)5�_ Fx� C, -,A,- n� S'i;­ : -;�o I �4 A-IC-11 Quality Assurance Contract Expiration Date 08/1112013 Installation Instructions ]i � 11, - - E n� 03 OOS7�� - --- -- mu')E-F R, T-11 03 '�C­01,F-;n�� ­_1 Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: FL # Model, Number or Name 1444,1 CertaunTeed Asphalt Roofing S �, n g� E, Limits of Use Approved for usf! in fIVHZ: No Approved for use outside HVHZ: Yes impact Resi:taini Design Pres u-.-: I/A Other: Refer to E, Section 5 for Lj,nits of Use Description 3-tab laminated, architectural and 4 tab asphalt roof sh I ri Installation Instructions 72709FINAL Asphalt Shingle - FL5444 R2 TI arn FL5444 R2-pd Verified By: Robert Niernimen, PE PE-59166 created by Independent Third Party: Yes Evaluation Reports FL5444 R2 AE er072709FINAL Asphalt Shingle FL5444- R21.pd Created by Independent Third Party: YeS F-ck] [Itit DepadRUo,!.fC-anUaFtl F�ag _dd� cgda 0,,r- -d- ­d S-dl 555S�-� -8ola- 111-ail. F1111d, 3­99 2100 a`Z l, Miliwdl 1 EM Lg I� U-Ragittrat- H�tlr.picn SWt,Sl Pi_bt­tio,� FBCSttff KISSilaM.P Lrk, S.mh i Product Approval USER: P.l ­d­ APP1.111 M1111 I PlId-1 Lot Al retail _222kat� �Al FIL # FL12103 Application Type N ew Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Als1de Address/Phone,'Email 3773 Star Road C uyahoga Falls, OH 44223 (33 0 ) 922-2389 nth n(,])aIside.com crops' Authorized Signature NickThornipson nthompson@alside.com Technical Representative Nick Thompson Address/phone/Email 3773 State Road Cuyahoga Fa I Is, DH 44223 nthomp�n@alside.com Quality Assurance Representative lack Mowery Address/Phone/Emall 3773 State Road Cuyahoga Falls, OH 44223 (419) 853-4656 jr-owerygalaide.cono Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Fl o ride 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 Veldeted By Steven M. Unch, PE fil Validation Checklist - Harccopy Received Certificate of Independence FL--2103 RO COI cort of indepenclani Referenced Standard and Year (of Standard) Standard Year ASTM D 3679 2005 Eq u Ivalence of Product Standards lertlfled By Sections from the Code Product Approval Method Method I Option D Date Submitted 02/12/2009 [)are Validated 02/2S/2009 Da t e Pending FBC Approval 03/01/2009 Date Approved 04/07/2009 12103 5 Coventry VIny Siding Limits of Use Installation Instructions Appir d fo ne in HVHZ: No FL12103 RD 11 Covent,y.pdf pp ove r u A r d for e outside HVHZ: Yes Verified By: Architectural Testing, Inc Impact Resi:=: N/A Created by Independent Third Party: Yes Design Ii N/A Evaluation Reports Other: For use as exterior cladding only. Not for use in FL12103 RD AS Coven - HVHZ. Allowable Design Load for all configurations (Double Created by Independent Third Party: Yes 5", Double 5" Dutchap, Double 4", Double 4" Dutchlaid, and Triple 3" +/- 86.5 psf with nails. K15 H.'a Lg in ua, RAg,­,t­ il.tT.pu, Subm,tSur,hi St- F-ts P,bi,atitra FBC Staff Kis Cite Nlap L oks S-ch Product Approval USER: P,i U... _ApIr-11 111 11 1 aCsALl I trtkIli L It Applil ii FL # FL12199 Application Type New Code Version 2007 Application Status Approved Comments Archived Product Manufacturer KAYCAN LTD Address/Phone/Email 4,02 Boyer Circle Wd stor, VT 05495 I (905) 793-9462 Ext 235 alex.jovanovicCcokpproducts.com Authorized Signature Jovanovic Alex a1ex.jovanovickgkpproducts.com c Te linical Representative Alex Jovenovic Address/Phone/Email 255 Surnmerlea Road Brampton, NON -US 05476 (9 05) 793-9462 Ext 235 alex.jovanovic@kpproducts.com Quality Assurance Representative Alex lovenovid Address/Phone/Email 255 Summerlea Road Brampton, NON -US 12345 (416) 5 53-6818 alex.jovanovid&kipproducts.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, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Robert A. Walz, PE Validation Checklist - Hardoopy Received Certificate of Independence FIT12:199 RO COI -.CC Certificate of 1,idepandence.pidf Referenced Standard and Year (of Standard) Standard Year ASTM D3679 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option C Date Submitted 02/26/2009 Date Validated C3/02/2009 Date Pending FBC Approval 03/05/2009 Date Approved 04/07/2009 FL # Model, Number or Name Description 12199.1 Center Vented 12"/Solid 12" Triple 4" Partially Perforated Vinyl Soffit Limits of Use Installation Instructions FL,2 , Approved for use in fi No _,V to L, Kavcan Installed.rLPI Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, Inc. Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Must be installed as per the manufacturers FL1219S) RO AE_ BCISH­ Lg 1, il-Ragmtat., H&T,Pics S,bmtSu�hag, 1: StattsFacta P,blicat-i F&C Staff t KrS Sit, Map L,,s S-1, f #I-Xduct Approval R Pork duo - �Idat­ �arCh, A�tbx LKL, Appilasti- caft,i] FL# FL2075-R3 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Florida Me al Products Inc. t Add-S/Phone/Emari 6940 Stuart Av6 vfll Jackson e, FL 32254 (904) 783-8400 del co -on on Authorized Signature c ark Jones c:ark(,tflamcQ.con­t Technical Representative clarkjones Address,Phone/Email p o box 6310 Jacksonville, FL 32236 (904) 783-8400 clark@flamco.com Quality Assurance Representative clarkjones Address/Phone/Email p o box 6310 jacksonville, FIL 32236 (994) 783-8400 clark(d)flamcc.com Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Certification Mark or Listing Certification Agency Mianri BCCO - CER Validated By Milani BCCO - VAL Referenced Standard and Year (of Standard) Standard Year — TAS 100 (A) 1995 Equivalence of Product Standards Certified By Product Approval Method Method I Option A Date Submitted 06/05/2008 Date Validated 06/30/2008 Date Pending FBC Approval 07/08/2008 Date Approved 09/15/2008 Summary of Products FL # Model, Number or Name Description 2075.1 VENTRV10 VENTRVID Limits of Use Certification Agency Certificate Approved for u:: in li Yes FL20 75 R3 C CAC 07-1105.06 RV10 MIAMI DADE.pd Approved for u outside HVHZ: Yes Quality A.s Contract Expiration Date Impact Resistant: N/A 01/31/200 gurance Design Pressure: NIA Installation Instructions Other: FL2075 R3 11 07-1105.06 RVIO MIAMI DADE.pd Verified By: Miami -Dade BCCO - CFR Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2075.2 !VENTRV10 VENTRVIO Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL2075 R3 C CAC 07110506 RVIO MIAMI DADET:d Approved for use outside ti Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A D3/13/2013 Design Pressure: N/A Installation Instructions Othei FL2075 R3 II 07110S06 RV10 MIAMI DADF.pdf Verified B Miami -Dade BCCO - CER r eat _r ed by Independent Third Party: is Ports Created by Independent Third Party: DCAActilhistration fpapdimt fC..,U-4yAffi­ ZZ, -Nd.,C.da &,. - ad St..&,d. d 2 a. Sftm.,d ha-tc Flaild, 32399-21DO ------- 21 KISH... Lag J­ Ragamat­ T,paa �_A -on =_ S,,bmtS-1 Stat,&F.,,ta Pikli FKstaff ` ecissil Unks Sa,arch Product Approval USER: �,blic use, Pr,dmt App,,,,l Mff, , �d,m Apol-t- Saamh Ad,11-1- J, , Applicati. ­U FL # FL11024 Application Type New Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Southeastern Metals Mfg. Co. Address/Phore/Immail 11801 Industry Drive Jacksonville, FL32218 (904) 696-4682 jhkelsey@semeLais.com Authorized Signature Jeremy Kelsey jhkelsey@semetals.com Te clinical Representative Jeremy Kelsey Address/Phone/Email 118CI Industry Dr. Jacksonville, FL32218 (904) 757-4200 Ext 4682 jhkelsey@semetals.com Quality Assurance Representative Gerry Shotaberger Address/Phone/Emall 11801 Industry drive Jacksonville, FL33218 (904) 696-4204 gpshotsberger@semetals.com Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity Miaml-Dade BCCO - EVL Quality Assurance Entity Miami -Dade BCCO - QUA Quality Assurance Contract Expiration Date 04/15/2014 Validated By Miami -Dade BCCD - VAL Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard TAS 100 Year 1995 Approved Evaluation Entity FL11024 RD Eoulv 2008 NCA Weather Vent.odf CD KlSHo,e Log 1, U-iiagisibation Product Approval USER P.W Ux,- 10 COMM HotTopk, Submil start &Fa- Pi,blxat- SBC t ocissramap s-ch V) > = 0 CD Product Aarim,al Men, I PTO�_t 11 Aiapli S-h 11 ult � Appill DItIll os� 4.5 FIL # Application Type Code Ve sion Appli ca ti o " Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature FL722-R2 Revision 2007 Approved Metal Tech, Inc. 7635 w 2nd Ct ia H leah FL 33014 (305) 9�0-75 7 @mEt ItO Steve a ech.cono Steve Pulliam 0) C L 0 0 41 > b r) < CD 7o V) Engineering@metaltech.com Technical Representative AddreSs/Phone/Emall 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 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 Expiration Date 12/31/2010 Validated By ORLANDO L. BLANCO, P.E. 5_ Validation Checklist - Hardoopy Received Certificate of Independence FL722 R2 COI 024 cert undiperi Referenced Standard and Year (of Standard) Standard Year ASTM E 330-02 2002 SSTD 12-99 1999 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 0 1/27/2009 Date Validated 02/02/2009 Date Pending FEC Approval 03/11/2009 Date Approved 04/07/2009 FL* Number or Name Description 722.1 .024 GaIv. Steel Hurricane Panel Limits of Use Instal lation Instructions Approved for u:: in HVHZ: No Fl 7?,7 R2 11 1124 drawmaptIl Approved for u outside HVHZ: Yes Verified By: Robert S. Monsour PE 11955 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Not for use In High Velocity Hurricane Zones of the FL722 R2 AE 021 evaluation.pid 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" -Asrii, cgaa car -a Cd.. aaf St..draft FI­d, 32299 2 100 e5o 4-Jacia, Fa, (850) 414-8436 .......... ........ IN MI'Mes- I., . KIS h­ i� Lag La, �g,so.t­ � oat Tag- SAimit S-1i Sit- s ,Pt, P,bl,,,t.,s FK Stoff BC15 S­ Unks Sx,g- uct Approval Public Pr-1 Antr-1 -d-1 ari S­h Appliciftici Dat.11 FIL # FL4804-R2 Application Type Rev" on Code Version 2007 Application Status App, o-cl Comments Arch1ved Product Manufacturer Alurfab Hurricane Shutters Inc AddreSS/Phone/Email 1300D NW 38 Avenue Opa Lo cka, FL 33054 (305) 6111-470 1 Ext 19 an ". nyPalufabhurricane.com Authorized Signature Robert Andrade anthoryCRalufabhurricane.com Technical Representative Pedro De Figueiredo Address/'Phone/Email 6971 West Sijorise Blvd. 104 Plantation, FIL 33313 Engco@aol.com Quality Assurance Representative Addres5/Phone/Email Category Shutters Subcategory St.- Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W Evaluation Report - hardcopy Received Florida Engineer or Architect Name who developed Pedro De Figueiredo the Evaluation Report Florida Lice... PE-52609 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2010 Validated By Jesus Gonzalez, P.E. F., Validation Checklist - Harccopy Received Certificate of Independence FL4804 R2 COI 09-032 CI.pd Referenced Standard and Year (of Standard) Standard ASTM E330, E1996, E1886 2002 Eq u ivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Product Approval Method Method I Option C Date Submitted 04/10/2009 Date Submitted 07/09/2008 Da te Validated 04/22/2009 Date Validated 07/17/2008 Date Pending FBC Approval 05/18/2009 Date Pending FBC Approval 07/18/2008 Date Approved 06/09/2009 Date Approved 09/15/2008 mmary of Products Model, umber or Name Description [024.1 Weather -Vent" Off -Ridge Static roof vent mit. of Us. Installation Instructions ppir ved for use in ri Yes FLI 1024 RO 11 2008 NOA Weather Vent.pd pprov d for use outside HVHZ; YES Verified By: Miami -Dade BCCO - EVL impact Resistant: N/A Created by Independent Third Party: =gn Pressure: N/A Evaluation Reports ther: FLI 1024 RO AE 20GB NOA Weather V.l Fill # Model, Number or Name Description 4804.1 24ga & 22ga Steel Storm Pa nets corrugated 22ge and 24ga Steel Storm Panels Limits of Use Installation Instructions A proved for use in HVHZ: No FL4804 R2, R_ 0, D32 �DWG. off P 9 Appro= for use, outside HVll Yes Verified By: Pedro De Figueredo 52609 Impact Resistant: Yes Created by Independent Third Party: Ye Design Pressure: +104/-104 Evaluation Report. Other: Product to be manufactured, designed and installed FL4804 R2 AS 09-032 PER.pd as per drawing 09-032. Created by Independent Third Party: Yes W 11 V > 0 IN < 70 < < I r) QQA,6drmoPLRuUPr, oaRan— FCaaam-Ay Affft F,.,aa asti cg�. oa� 255551--d0i.... tall.h ... -, F, oda 22399,2100 sag VaPrUaan1i.fCoRa.-AyAffaaa, Fiiaid. ftais�g c.� oaah. h. ff, Flad. - 199-2100 SHFET NO. PA 1.2 - J I I , ­ . ­. I .. �� . I I , .. - I . 7 - , ..A,2 �� � � � I -, - —. i ,�, -- � �. 1. - ,x =I �� ,P-. . k - I —11A I . I X � Ea. III - 4-� �, " W. �. q , r Us a - * l. �-,--A" =No . -- lltn -,.-A1ZWW=s5,,izz= . ­ ­ � isr = 3" - � I . " =-r-mm's .nzzrmy - ocnin- -.9 to 1 Us ­91-1 I I It TIP.s � Slbl- ­11cr,e , 5d,bb & FlIts � P,N ,at- ; ­ �ff ' Buts ar, r�na. : - -,L . i , -de,,a 1 L : : orts I . "na, � It. -- I I L . . I " � � HMtT.P1s ' - """" � "�­­ , ""IT , I � -, """"o" � I , - � . .1 . . product .ppr ... I " .1-1d-t Approval % _ ..In -1, J., ... R .0, U­ ... - ­irtA­­b­ I `­�t .1 A P,i­1 — I A­11ai9Y � I APP-U­ Retail P­'Ladv�­ Y­ I `-,J� �� Ap �11­do­h I AP �­tbl Ult I Apelki Retail I � 12- � " to i Us -0�-41- """' � ,9 . -: " I " - � " *� , �"­­,` I I F111 I -RI - . -, 1:9111i - ""' , . EW!"covi o, . FL6 84-RI , ,_ 3 , � � - ,- Application Type � ,-,- "" d" Application Type Revisor - 11 - Re " "I ­ """ . I i Cod Version 1. 1 Cod Version 2GO7 . APPI c"Lion Status APR roved I -1 I I A piplicati In Status Approved ; ,dr, - � - - _ _ ments - ­. i i�a Comments I . I� , ". Archived F-1 , s � ",�- ., p". &n.w.,­ ."F , Archived Ri I Produ bit Manufacturer PlaStp,. Inc. / Nanya Plastics Corp. Produ ct Manufacturer Therma-Tro Corporation Addraise/Phrone/Email 5 2oO W CENTURY BLVD. Addr../Phoh./Email 1 18 Industrial Drive . Lo I ANGELES, CA 90045 Edgerto , , CIA 43517 . (440) 969-9773 Ext 16 (419) 298-1740 . rareconnall,E)iplartiproinc.com SaSperrPm@tttebhd.I.qp.r.uS . � . . . . . Authorized Signature Ron O' onnuall Authorized Signature Steve Jasip raor, . ronoconnell(&plastproinc.com ��arperror­Latttechnblogber.ua . I - . Technical Representative Technical Representative �, Address/Phome/Emall Address/PhorriErnail . , I . Quality Assurance Representative Quality Assurance Representative Address/Phone/Errail Addiess/Phone/EmaiI I � . .: Category Exterior Doors Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Subcategory Swinging Exterior Door Assemblies - Compliance Method Eva I Unation Report from S Florida Registered Architect or a Licensed Compliance Method Eval usten Report from S Florida Registered Architect or a Licensed ; Florida Professional Engineer Florida Professional Engineer T �', Evaluation Rep. rit - Hardcopy Received Rp Evaluation Report � Hardcopy Received I . . Florida Engineer or Architect Name who developed Lyndon F. Schmidt Florida Engineer or Architect Name who developed Wendell W. Haney . the Eva lootlon Report the Evaluation Report Florida License RE -43409 Florida License PE-54158 I Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Entity National Accreditation and Management Institute I . 'u."t, ,So to n be Contract Expiration Date , 2,131/2012 Quality Assurance Contract Expiration Date 12/31/2011 . Validated By Ryan I. King, P.E. Validated By L.F. Schmidt, P.E. , . . . F, Validation Checklist - Harccopy, Received ii Validation Cti at - Hardi Re(eived . . Certificate of Independence FL61 B4 R1 COI CEIRT OF INDEPENDENCE.pdf Certificate of Independence FL8838 91 CQI ,-EPT�1,Ll,�,'C�z��-L�LF-igE.Ldf . - - .� Referenced Standard and Year (of Standard) Standard Year Referenced Standard and Year (of Standard) Standard Your � . 1997 Accepted Engineering Practice 2007 � ,,`�l , 1 : , . �Os/ I 2/NAFS 2002 AST I E 300 2oo2 ASTNI E1886/E1996 2002 ASTM E1300 2004 . � . ASTM E330 2002 TAS 202 1994 .. : TAS 2D1, 202, 203 1994 . I Equivalence of Product Standards . Equivalence of Product Standards Certified By . Certified By ; Sections from the Cod. Sections from the Code ., . . . Product Approval Method Method I Option D Product Approval Method Method I Option D I . . Date Submitted 1010312DDB Date Submitted 06/24/2008 . , I Date Validated 10/06/2008 Date Validated 07/12/2OD8 , 1. Date Pending FBC Approval 10/19/200B Date Pending FBC Approval 07/18/2008 - D ate Approved 12/10/2DOB Date Approved o9/15/2oos - . . . Summary of Products ; - � . . - Summary of Products ______._.___. .,I I . , . : . ELL # ­ ----­------------------- --- I Model, Number or Name Description 6184.1 — --- - a. 111SImblich Series Up to ' 'O x 6T Opaque Single (X) Inswing or Outswing i -)-r i � __Fiberglass Limits of U e Installation Instructions I Approved for u:: in Fl No FL6184 RI-11 INST 6184A.P f _0 i Approved fo r U outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: Yes CraRted by Independent Third Party: Yes Design, Pressure: N/A Ev.luzitimn Reports � S Other: See INS7 6184.1 for Design Pressure Rating , any IL's R1,AE EVAL 6184.1..df E,21FI4 additional use limitations, Installation instructions and a ad by irdepardent Third Party: Yes i product particulars. , I - - - - - - - - -- - - - - - - - -1 6184.2 lb, DrIlimcdom Seri- 1, to X 6'8 Opaque Fiberglass Single Door with Sidelite 1 r3'0 (XO o OX) The Sidelite Glazing Installed Utilizing the Snap i � Frame . � - --- � Limits of Use Installation Instructions Approved for use in I -I No FL6184 RI 11 INST 6184,2,pd I Approved for us, outside HVHZt Yes Verified By: Lyndon F. Schmidt, P.E. 43409 ,import Resistant: Yes Created by Independent Third Party: Yes I Design Pressure: N/A Evaluation Reports I ON, ar: See INST 6184.2 for Design Pressure Ratings, an Y FL6184 RI AE EVAL 6184.2 pdf I additional use limitations, InstallatIon Instructions and Created by Independent Third Party: Yes i product particulars. ( -See General Not, 3 sheet 1 of I Drawing No. FL-6184.2 regarding sidelite piotection-) I I ---F-- _ ---------------------------A [6�1--- c- Distinction S-1- Up 1. I'D . 6'1 Opaque II[c.och- Single Do., -111 Illel Is I I (XO or OX) The Sidelite Glazing Installed Utilizing the Up ! I ta, S Fra S. I "a', M — . -- Limits of Us, I.Stall.ti. in Irstion-itiSms I Approved fo r u:: in HVHz: rq ".M, ,,, 11-INST6184.3rpdf I A ,ved fio r U outside Iti Yes Verified BY: Lyndon F. Schmidt, P.E, 43409 Piano Inn pact R..i:=t Yes Created by Independent Third Party: Yes i Design Pines : N/A Evaluation Reports I Other: See INST 6184.3 for Design Pressure Ratings, any EIL61FS4d EVAL 61 4.3.pdf i by. JAE arditi ` ral use limitations, Installation instructions and Cres a nclepardent Third Party: Yes product particulars, (* *See General Note 3 sheet I of i I Drawing No. FL-6184-3 regarding sidelite protection--) ! . . . . I - - ­ - i 6 I 8 4 .4 Series Up to TO x 6'8 Orson a Fiberglass Single Door with ­7 Sideliter (OXO ) The Sidallbe GI�Irug Installed Uti zing the 1 Snap Error, ; i Limits of U;:r Insitallation lnshruc"7� i Appirci use in hi No FL6184 R! 11 INST 6 I A pr In r .so outside HVHZ: Yes Verified By: Lyndon F. Schordt, P,E. 43409 1 Iii.ved art Resistant: Yes Created by Independent Third Party: Yes .-,g . ..... une", N,'A Evaluation Reports Other: ,.a .... � 184-4 for D�Ign Pressure Patin g,, any FL6164 R1 AE IAtAL 6184LL.pdf Idoll,11111 11, lill t1tI111, Installation Instructions and Created by Independent Third Party! Yes 'rodu ct ,art,_ ars ( - 'See General N ate 3 ,beat 1 of Drawing No FL-6184.4 regarding sidelite protection-) 1 6184.5 E. Malt, ion S.re. Up to 3 . 0 x EB Opaque Fiberglass Single Door with Sideliter COXO) The Sidelite Glazing Installed Utilizing the � . . Up Lite Screw Frame. _ Limits of U a A proved for use in I -I No Approved r us. outside HVHZ: Yes Impact Resistant: Yes D-ign Pr ... ore: N/A Other: See INST 6184.5 for Design Pressure Rating,, any additional use limitations, installation instructions and product particulars. (*'See General Note 3 sheet I of Drawing No. FL�6184.5 regarding aldelite protection*-) - I - — i I Installation Instruction, ! FL6 184 RI 11 INST 6184.5.pdf 1 Verified By7­yrdcinF: Schurridt, P.E. 43409 1 ,Cl by Independent Third Party. Yes I iv.,u ation Reports FL61 84 RI AS EVAL 6184 5.ndf _ _ __ 1 Created by Independent Third Party: Yes i I ; 1 6184.6 I. Distinction Series Up to 6'0 x 6'8 Opaque Double (XX) Inswung or Outswing ! Fiberglass Door -- Limits, of Us. ----d Installation I..tr.cti.ns Approved far u:: in HVHZ: IN FL6184 RA It INST 6184.6.pdf i Approved fi, r U outside HVHl Yes V. rified By: Lyndon F. Schmidt, P.E. 43409 i Im pact Resistant: Yes Created by Independent Third Party: Yes I Ig, D-b Pressure: N/A Evailuation Reports I Other: See TNS7 6184.6 for Design Press, re Ratings, any FL6184 RI AE EVAL 6184.6.pd I additional use limitations, installation instructions and Created by Independent Third Party: Yes I product Is rticu ars. ! _ ­ - --- -::�� ----� �-----:�7 --�__: _-­-�­ 6184,7 g. Distinction Series I I ---------------- Up to 6'0 x 6Z Opaque Fiberglass Double Door -it Sidelites (OXXO) The Sldal,ta GI-ing In Stalled Uti ilzim, 11he ­ 1. I . ­ � � - .. � I - I I � - - - _Snap Frame. - ­ 11 ­ - . .. � - - I � , Limits of Use Installation Instructions Approved far .:: in HVHZ: N FL6184 R1 11 INST 6184.7.pdf App roved fo I . outside III Yes Verified By: Lyndon F. Schmidt, P.E, 43409 Impact Resi:tant Yes Created by Independent Third Party: Yes Design Pines ure: N/A Evaluation Report, Other: See IN ST 6 1 84.7 to r D.Sig n P nessu re Ra t! In gs, a o y FL6134 RI AE EVAL6184.7.pdf addib 0 nal use limitations, installation Instructions and Created by Independent Third Party: Yes produ particulars. ( *See General Not. 3 Sheet I of " .' � _Drawing No FL-6154.7 regarding sidelite protectiorl __ I - . - -- - - - -- - 6184.8 atlbctI.n Series b D' - - - - - - - - - I ­ 1. - I ­ .. I- ­ - -- ­ ­ Up to WO x 6.8 0 Pacre Fiberglass Double Door with � � Sidelites (OXXO) The 5 I cle I Its GJaPIng Installed UtIlizing the - --------- Up Lite Screw Frame. I --------� Limits If Use Installation Instran.ti ... I Approved for " in HVHZ: N FL6184 RIII INST6134.P.pff � Or , .:: Ap ri-d " outside HVHZ: Yes Verified BY: Lyndon F. Slihorldt, 1.1. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes i Design Pre-ce, N/. Evaluation Reports Other: Sea 'NST 184.8 for Design Pressure Ratings, any FL6184 RIAE EVAL-6184_8 pdf i I addltl 0 Call use limitations, betsilation Instructions End Created by Independent Third Party: Yes produ particulars. (-'Sea Genera IN 3rsheetolno I tte -Drawtc`q No. FL-6184.8 regard Ig _XdE111 a pir.teff, ,�) sl -----------­­-.----- - --- - E-ld `­1 - ce,=ot .f­o,*, Aff.- .-s - — "". "d --- 2-5---e ­­ "',.,va, ,Io,vu -'a, plo,, 11N tSI-1121, - (91) 4 11 S­ FL # Model, Number cUr Name D ... riplicu" 1 8838.1 ,Star'* Outswing Insulated Opaque Fiberglass Owns with cral . � w without Sidelitea - (X, XO or OX, CXO, XX and OXXO co nfigurationsup to IS In height) � Linnitas of Us. I-Stell. I.. 1-tion.ticin. i Approved for u:: in hl as FL8838 R1 11 INST 3838.1ad r '. Approved fs, outside HVHZ: Yes Verified By: Wendell W, Haney, P,E. 54158 1 Impact I. istant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation "Part. I other: See 1NST B838.1 for Design Pressure Ratings, any FLSS38 RI AE EO-ES4-00-04.pdf i additional use limitations, installation instructions and " A' `VAL11131.1�111 " B ... M prod act pa rt[culars. (Note - ASTM E1300-02 utilized for Cria. ad In, Ind.pen Party: Yes Card Thin A r eas usidethe HVHZ) --- -- - -T------ ---- ----- 8838.2 1. lilirClar,m" I "S� ... HoStar" thawing Insulated Opaque Fiberglass Docrawlth a d wi hout Sidelites - (X, XO or OX, CXO, XX and OXXO � configurations up to 6'8 in height) Linnit. of U . Installation 1-trueld,", Approved for use I" HVHZ: Yes FL8838 R1 If INsr88..2­pdf I Approved far Us. outside HVIFIZ� Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent To ird Party: Yes I D IS. P-...-: N/A Bvaluati n Report. - I 0=: See INS7 8838.2 for Design Pressure Ratings, any FL....' Rnl AS EQIE84�00-04,pdf additional use limitations, installation instructions and EL1131 RI AS IVAL 8131.1.Pd roduct particulars. (Note - ASTM E1300-02 utilized for dent Third Party; Yes A "_,ad My jmda�afbdl - areas orl d. the HVHZ) � 88 bei-Clasail' I "Ime.115tar" Outswing Opaque Fiberglass Doorswith and ,Insulated � t ,thout 5 dailies - (X, XO or OX, OXO, XX and OXXO � configurations up to 8'0 In height) Limits of Use Installa ion Instructions Approved for u:: in HVHZ: Yes FL8818 R1 ... 11 INST8838.3. d Ap proved F. r u ouledid, HVHZ: Yes Verified By: Wendell W_ Haney, P.E. 54158 Impact R..i.=t No Created by Independent Third Party: Yes Ts Design Pro . : N/A Evaluation Reports so See Oth : INST 8838.3 for Design Pressure RatingrF any FL8 M R11 AE E=,00-B4.,d 'L�8 additional use limitations, installation instruction, and .,� " A, E 8.3.pdf _ product particulars. (Not. - ASTM E1300-02 UtIlIzed for Created by Independent Third Party: Yes areas inside the HVHZ) - - -­-----r-I1—1 8838A / "SmoothStar" I -in g Insulated Opaque Fiberglass Doors with and without Sldelit­ � (X, XO or OX, OXO, XX and OXXO 'arrig urations up to 8-0 In height) ____-___-____ - ------------- Limit. of the Installation Instructions Approved for ... in HVHZ: as `1�838 RI-11 INST 893-8 4 ,dif Approved fic r use outside HVHZ: Yes Verified By: Wendell W. Haney, P,E. 54158 Impact Resistant: No Created by Independent Third Party: Yes D ign Pressure: N/A Evaluation Reports 0=: See INST 3838A for Design Pressure Ratings, an Y FL8838 P1 AE EO-E84-00-0Tpqf I additional use limitations, installation instruction, End FL8838 Rl AE EVAL8,838.4nd I prod not particulars. (Note - ASTIA E1300-02 Utilized for Created by Independent Third Partvi Yes I areas In sl de the Hl — =-- S=-] ­ --,-.--- I III ., Z­--ml-, -- = 5, I III I al. no.. I L.9 . ' uso, RoPst . 1,1,11rCer,a 1 � """' � ' ' 11,111,11, � 1111-11 � 11al � 111111s, 7 1 ... locin � "" 0, Product Approval � USER 1- n,,r �,,d,l �M,­­dl M­ , am"'t ��A­11d, 5-1- 1 ArpL6,11 ror I Appexti.. -.111 F 4 FL12441 Application Type New C. I Version 2007 A P plication Status Approved Comments Ardibive W!, Pro d U Manufacturer Therma-Tru Corporation Address/Phone/Emall Ii8 Industrial Drive Edgerton, OH 43517 (419) 298-1 4G agarpersomatbachnologice.us Authorized Signature Vivian Wright rick,@-bicaconsultaints.com Technical Representative Address,,'Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Profess' oral Engineer X Evaluation Rep. It - Hardpoiny Received Florida Engin at orArchltect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Or a A I National Accreditation and Management Institute �'t, = Qua� y A�s u ra Con ract Expiration Date :rl 12/31/2011 Validated By Ryan 3. King, P.E. IT.' Validation Checklist - Hardtopy Received Certificate ofIndependence FL12441 RD COT CERTIFICATE OF INDEPENDEMCE,pdf Referenced Standard and Year (of Standard) Standard Year 101/l.S.2 1997 TAS 202 1994 Equivalence of Product Standards Certified By Sections from the Coda �"`"­--� -41A -11�� —0, , i=== ����7,`�� =- . , . -a 1-a : ­�a . I U.- .,­­ � - Tlp� � r I - bub- aullha� � - & F­ lul,­ : 1. - . ­X-1a, 1 In, saa- � _*'.,.11.-duct, Approva. E. - U,or ­ —L.bi , —L.,,` , 8R" -­ Ist , ."Ilorul,n ,i Fl FL5675-R2 Application Type R."' on C it. Version 2007 Application Status Approved Comments Ardhivad 1�- Prodo Manufacturer Clopay Building Products Company Address/Phone/Email 8 85 Duke Blvd. Mason OH45040 (513) �70-6062 mwbSterfleId�DdPpay.com Authorized Signature Scott Hamilton ad, a to, ItonDclopay.com Technical Representative Addloser/Pir.n./Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer NB Evaluation Report - Harricepy Received Flo fee Engineer or Architect Name who developed Scott Hamilton the Evaluation Report F onda Lice ts, PE-63286 Quality Assurance Entity Intertek Testing Services NA Inc.- ETL/Warnock Hersey Quality Assurance Contract Expiration Date 05/21/2028 Validated By Gary Pfunchlor - .., - Harccopy Received V Validation Checklist Certificate ofIndepandence FL5675 R2 COI Certification of Indcoandeno- of Valldelle, Eltity- Gary Pfueli FL5675 R2 COI Statement on Independence OF Evaluation Entity- ScottHamilton.pdf Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2002 ASTM E330 2002 TA 201 1994 TA 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/01/2009 Data Validated 07/02/2009 D ate Pending FBC Approval 07 , /09/2009 Date Approved 08/11/2009 5675.24 1 024 W5-09 PAN-2FI51: 84A, 94, Steel Pan (min. 25 ge.) 5ingle-Car (up to 9'0" wide) _____ . ....... . . J73 75, 1500, 190, 76, 76V, 4R T, WINDCCDE,'s) W5 Garage Door 4RSF, 6RST, 6RSF, 2RST, 48, 4S21 ----- ------ ---------------------------- ----- ------------- ­ ---- -- - ! 1 55, 4BB, 42B, 555 I Limits of Use 1 Installation Instruction. . Approved for u I FL5675­R2 11 102110-RavI4.0f to r :: in hi N App veid to u outside HVHZ: Yes I Verified 11,; Mark W,,I,rl,ld Fill 11 41411 Impact Resistant: N/A C reated by Independent Third Party: No Design Pressure: +30 PSF/-32 ESE Evaluation Reports Other: All OPTIONAL glazings, availab a for this product 12 All CBPC 081027-A.Pdf ofthe FEC Tw.try,­f I 11­1611 meet the wind load requirements Created by Independent Third Party: No Opt- gl-, ng are available: (1) Opt. Injection Molded Lexan I Frame 8, G I �lng that DOES Meet the Large Missile Impact I & Cycl ic Pressure requirements for Wind-borne Debris I Regions (WBDR) or (2) Opt. Frame & Glazing that DOE I N OT meet the I mira - resistant requirement for WBDR. To. 1 product w/. glazing DOES comply with the impact resistant red burament for WBDR (ref 1609.1.4 FBC). I - -5675.25 � AN-�III-1: 134A, 94, Steel Pan (min. 25 ga.) Douldle-Car (92" to 16'0" wide) , 190, 76, 76V, 4RST, WINDCODE(D WS Garage Door 6RS F, 2RST, 48, 42, � , 55S Limits If Us. Installation Instructions Approved far u:: in HVHZ; A ELK I �110119 - Rev I I por Approved far u outside HVHZ: Yes Verified By: Mark Westerfield FL RE 48495 Zmpact Resistant: N/A Created by Independent Third Party: No Design Pressure: +30 PSF,1-30 FEE Evaluation Reports Other: All OPTIONAL glazlngs available for this product FL5675 R?,AE CBPC 081027-A.Pdf Meet the wind load requirements of the FBC. TWO types of Created by Independent Third Party: No Opt. glazing are available: (1) Opt. Injection Molded Lexam Frame It Glazing that DOES meet the Large Missile Impact & Cyclic Pressure requirements for Wind-borne D bris Regions (WBDR) or (2) Opt. Frame A Glazing that DOES NOT meet the impact resistant requirement for WBDR. The product W;o glazing DOES comply with the Impact resistant requirement for WBDR (ref 1609.1.4 FBC). ' ; 5675.51 1 III WI-111 IAN-IFIII; 71, 11, Steel 11, brouri. 25 go.) SingI.-Ca, (up to 9n)" wide) 84A 94, 42, 48, 42B, 48B, 4RST, WINDCODEC,X, W6 Garage Door with Optional Impact - IRS Lr Resistant Lites Limit. of Use Installation Instructions Approved for use in HVHZ: No FL5675 R2 II 1D1348-A-REv12.pd Approved for use outside HVHZ: Yes Ver fied By: M a rk W esterfi eld FL P E 4 84 9 5 Impact Reads ant: Yes Created by Independent Third Party: No Design Pressure: ,38 Psr/-42 PSF Evaluation Reports Other: So lid doors (no glazing) or doors with optional FL� CBPC 027-A.W -� - Imp.dit-reeletart glazing are Impart-redistsht (large ornealle Created by Independent Third Party: No impact) --- --- ---------- 5675.52 AN-2F153: 73, 7S, Steel Pan (min. 25 ga.) Single -Car (up to 9h)" wide) I— 48, 42B, 48B, 4RST, WINDCODE,3 WE Garage D.r _ ---- Limits of Use Installation Instructions in HVHZ: IN Approved for a FL5675--R2 11 101348-B-Revl2,od civ I :: a Appir ad I. . outside HVHZ: YES Verified By: Mark Wasterill Id FIL RE 48495 Impact Resistant: No Created by Indep relent Third Party: No Design Pressure: T38 PSF/-42 RIF evaluation Rep.2 Other: Th a glaz] mg ave liable for th Is product meets the FL5675 R2 AE CBPC 081027-A.pdf wi nd lead requirements of the building code but DOES NOT Created by Independent Third Party No meet I he I mpa bit resistant requirement for windborphe debris r age Pa. ­------- ---------�F--------�--------------------��---------------- 5675�53 053 W6-16 PAIN-2F153; 73, 75, Steel Pan (min. 25 go.) Dxubbe-Car (92" to 157' wide) 84A, 94, 42, 48, 42B, 48B, 4RST, WINDCCDEa W6 Gar age Door with Optional Impact- 1 _ 6RST Resistant Lites - ­ --- - � _ ­­ � . - I � . - - - ­ - 1- -1 - . � � - - ­ 1­ � I ­ . - ­­ ­­ � Limit. of Inartalla ion Instruct' - Appc.v.dU;:, ... I. HVHZ: No FL5675'R2 11 1015377R­10-Short.od Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL RE 48495 1 mpart Resistant: Yes Created by Independent Third Party: No Design Pressure: +37 PSF/-41 RIF Evaluation Reports Other. Sol id doors (no glazing) or doors with optional FL5675 R2 AE CBPC 090630 A.pdf lorrip-t-rashetant glazing are Impact- resistant (large missile Created by Independent Third Party: No impact). ---- ­------------- - - - - - - - - 0 6 PAN-2F153: 73, 75, Steel Pan (min. 25 ga.) Double -Car (92" to 16'2" wide) 8 12, 48, 42B, 48B, 4RST, WINDCODi W6 Garage D ... t6 -- Limits of Use Installation Instructions Approved for a e in HVHZ: No FL5675 R2 It 101539-B-P-10-Sh"t ad Appr ... III f. r .:. outside HVHZ: Yes Verified By: Mark Westerfield FL RE 48495 1 ."ct Resistant: No Created by Independent Third Party : NO D ign Pressure: +37 PSF/-41 PSF Evaluation Reports O= The glazing available for this product meets the FL5675 R2 AS CBPC 090630-A.pdf wind lead requirements of the building Code but DOES NOT Created by Independent Third Party: No meet the i mpact resistant requirement for windborre debris rag Ions. Product Approval Method Method I Option D Date Submitted 04/17/2009 Date Validated 07,108/2009 Date Pending FBC Approval 07/15/2009 Data Approved . 08/11/2009 Summary of Products FL. #____ .. -----------I - — -- -- Model, um er or Name Description ----- -- ------- ---- ----- ----------- --------- --- --------- - -- --- --1 12441.1 "SmoothStar", 3'0 x 6'8 Opaque Fiberglass Single Door with Transom ,�I.SabdCraft" Or "ClasalrCraft (O/X) - Inswing or Outswing [, .Fbiar,Classic", Pu ir, Set - I Limits of Use 17tai'lliatir In,=iM . dill _, _, . .I in HVHZ: No 1 Appr ve _ 11 UJ I A roved for outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 4340q pp un IImpact Resis ant: No Created by Independent Third Party. Yes D-ign Pressure: N/A Evaluation Reports I . Other: See INST 12441.1 for Design Pressure Ratings, FL12441 - RD AE EVA - L 12441.1.pdf I any dditi,,,l Use liont,tions, installation instructions and Created by Independent Third Party: Yes Iproduct P.111A.I.S. I . �12441.2 — — - d. TherClassic", "SmoothStar", 3'0 x 6'8 Opaque Fiberglass Single Door with Sidi and "C, a.SdC,.ft` Or "ClessicCinsfit Transom (O/OXO) - Inewing or Outswing � Rustic' Series � Limit. .1 ... Installation Instructions --.----- I" .111111,1: 1. I Approved for " FI-12441RO ll_INST_12441.2.pdf . r .:: Approve f. '"i id. I -I Yes Verified By: Lyndon F. Sommict, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes I Design Pressure: N/A Evaluation Report. Other: See INST 12441.2 for Design Pressure Ratings, FL12441 RD AS EVAL 12441asw � any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. - - . - - - - - - - = =60 s- ­­ � ,,e, � -orl.,11-1., ­'­ -b--r'.". M���� 51- 1­11 --i- : no, o" I r'. - ". Ir's S-11b I 11 Product Approval Ili uSE.1 Public J.., :�, ­ �­ , , ��., ­.­, �­­ " , ..1i -.1 FIL # - 131)9 Appli-ticin Type No. Cod. V.­ ,,, , C 0, Ap Fin, i on s-wiu, Approved ,..m-,ts Arch-d Front t Manufacturer ­­31 AlUb— company �,dre-/11--;Fmad �Col ,V C'usty P, Zar,, I t,, TX 75036 ,, �2 ' , -5 ,97�, 2 271 EXt 207 v­ pErRcesoq,ctx.ccm A,lh.ri-d SIgn-,r. "" P ...... ­1 P al a ­111a.l. .111, To do hical R.pra,sr-afi­ [van P ... be, ,,1dra,s/Ph.ns/C­I ,,., " Crosby R - err.1 tdo ,X 7503 var,ppr2c a ,Dq a on, Con, 1;.,I,ty A;-ra, - R.p­,tmt,,. Ted - rba,lk Address/PhonelEmail 1E01 Wr C-Ly RD � X rro I too Th< 75056 Usj"o-Osoll D.nn Category .N rec., SLIb-lcg,rV �,� ad C­ipiar­ Mud,.d - - ,I .... I1,,, 11rur ,FI,[id,Rsyis.,­1­hil di-It-ar-d _,.,ILd,X pro ts'ar .,a, 'Intimser C-1-t- Report lcrd-p� R.ce,vuc Fl I rids Eng near or Architect Name who cevel�pi -Ui� Roberto Lon - ,be Evclu.d­ Report 'I ., Lips- sE-I25 14 side CLI ity 43:-,"'r- Entity vat, ... I ­dd,atiox, ,nd Manag- ort :11trtLIt1 ,­hty A; arce Cont-a7t E,.p ration Date 12/31,�231 1 Validated By : i M. U i oh, PC . Validat­ C,ackli,t Iferommy it-b-d Certificate ofIndependence , :; ,'.�i 1 �� � " ": 1 - �; ,',-,t� ,,� ��­:,�!,:�;!. � '­ .- ­ ­ ­ ­ -,� - � � t I— - I-, Referenced St- do, d an d Vra r (of Stco d,,d) St-d.,d Yes, .AMA/V1DM1/CSA I0-/LS.2/A440-05 2i E9 -1-ce .fPn dd.ut Ito, cl�,d, Lertified 3v Sections �­.m the Cod. Pi Apip-al Method Method I Option D Date Submitted ID(30/2009 Date Validated 10130,2009 Data Pending FBC Appi-al 11/08/2009 Date Approved 12109/2009 Summary at Products iI I 13199 3 1 Series IS50/1570 Alb T rum PkY (Ell 60" X 60" Intulatad Annealed I : � I � -��,.,--..���---�..---�,----.,.,.--.-�,�---...'��.�----�-----.- :1 31i 6" Per Hanufacturer's installation Instructions, ­­ it : Limits of Us. Instal lation Instructions , I � Approv, d far us. I. HVHZ: No �L : -� : -R. 11 �3 t!F -,351 �1� F., 'XI--i�v,j "I i Ap over! far - outside Hil Yes or . - u , �� 3,' f I o� t I ; �; i -:1 '. '­�,'S! iA --��I-­­�� "" � : Im Rl-i Start No Pact Verified 8 , LUIS R. L..-, P.E. 6Z514 i : Design Pressure : ,401-40 Created by Independent Third Parry: Yes : Other; See attached drenvings for the installation i Ev luarion Report a � ins nuctions. product poifiri marms, linri and oth i t 'r 1�! I JI.,'. �r ,;F �.� :;,��; ­? ,.I,; ­. I ,,�,­� 'L, [r,lT X _ _ . � ' � � : limits of .a.. : ��f. , -". ,­.v*k.-!n,n.-�f : : �— - ---------I- --- ------- i d Part -­ Coeated by Independent Th , �: Yes ; - -­1.-­­­­ --��---,—�--.—",.—.��,.�—,-.-,-,.---- I 131-94 : I Sallas 19D011970 Alo " inum PW (Fin) 60" x 60" Insulated Ancerled 3116". : . : : : Pan Manufacture's installation instructions. . .......... . . .--- .. : : Limit. of US. Installation Imitructicuria, : Arl al for use in Fl No ,� 11 1 ­..�,�.',­F: A -33-0­��,�,;;­­:�%,:a� ..'x�f -­ 3 i ­ - Pr :: Ap roved far ... outside HVN7: Yes �i­! 31,�� .,�� N ; � ri"I jul" 1A i, e� . . - -- 'r;s- u, PI! :: 1. Pact Resistant; No V,11fied BY: Lots R. Lomas, P�E. 61,514 : : Des gl., Pressure! +40/-4D Created by I ndaina,dentTinnod Parry: Yes : See attached dr-ings forthe Installation Evaluation Reports ,Other; : nxtr ons. proci performance. limil and other : imti - _ �_ , z .­­ '9�,_ 4-1:1 11 -,P-it- _ _e _ � I . ---- : : I mr,� of -a d ."� ; ­;t:-,bc,. rr:� - . : Created by Independent Third Part, Yes I ........ --- , ­ . . . ........... . .... ... ...... .. . . . - ..... .. lij�]����]�]���i� .-...---.- ­ I . ..... .... ..... .�.��i, I ,ty - : :1 ,x. , 1�:.... , ; �, � . .. ............ X%.:.­,­­-- ­­....---­.--.1..1 ....... -.......I.- ... 11111IM-, . �, . .......... ti� - , s I , "' - — I , `- 1. . - ­ ,,.,,, .... .. ­ - � - - - �.ff.-.1..]:,:: 1 ill. . . �i��,,,. ; � -1'1'�N--,�! i . - . I --..�.....�.e.�...f�.-..-.--.--- - ........... - ­. A W- ,-- , ­ 5--'-----­. . . , . "I �. ...'�]�...:����.:-...--....-.......,....��:�:.��:�-.--,..--..�..---...---...-,..--.,�:''- I - ­11 . .. .... - ................ .�i��I�$,� -...'i.ii.................,..............*'*,........**�*.�'.'.................I -- 1-1.1-i........, - *!!i8--.,,-.*.-i.]�. a . . 1.101 11'....... . ." .. . ,., x ---- - - ".., - .. .0 .... 'I MO.. � 7 94a - - - I. -I... ''. ....."......., --..--.--..-..--.--.,......,.�l.......** 1.111i I r............ .. ii.......18! - A—. ... � ... �..�,��.,.�---"—..-,..,.,?�����,�..����....,.�.��.��'I -----.,Biiiii�...!��i�i!i 11. ...........,.... - ..me L,asn -, -so,"'., ­­ . sJu—"ra". .... ....................... ������ : .­ ­­ 1-c- , F-SIXT .... ... I al. - 11. p- . leard, ` , ' 7 *" - I - .1 d "t - . .-r ... I .�--,.-. .1 " . ? - �, us- P.El, I,., . . - ,." . . . I _ . i 01 C I .�­��11. ; I �1111:-,� ­­ - � , 1, r�­ I �'. . � - � �, , Ai.fil -.it FL # �1­11412 Appl,cet,un Type New Cod. version IF " Applualico, 5-anuS �Fndirtg FBC Approval C.—ch, Arch-c! Product M annufai:tir-sr �Sbersl AlUmmi, Company Add'.s,,'Phbn.,D,ai I I I OL W I-Ev Rd � urro, ", Tt< 5036 �972) 212-5271 Ext 207 van par9cesalcad-cm A.th,,,i-d F,9ro,n. - is L., a, -111111 ­411 1.11111ps-1 I Te "' nical ReFrESBn ative (Van Paredes Add,vfs/Ph.rb/Eo­I 1L01 W. Cr-Ly R , �arr I tco TX 75C36 ,.U.pare ... ftqaCtp com QuahtyA­­­ P,pr­rtz1r,, [,an Par.de,, V.E. Addrd,S,Ph.n./Eri 1C01 W Crusty Rd. -arrol tcn TX 75036 van P ar ... dog.abd. Ccm Category ov ird-, S,ibcatbq�,, Ei,gi. Hung Oun, PI . .... . N'Ll"d - - ll Rep., L ` - a Florida R �Lp,­ ed a, On La,r or a L­U,ad Us ProtESSIC-I E in I "act _1pril L,,].ati.r Report lardbdp� Racal- Flo'nold, Eng reet or 4rchitect Name who d;ved,tped -uis Roberto Lomas flhn.FV�Ibrlaincm R�p.,t Florida Li-e dE-f2514 C-11ty hi,-,r,r,, L-ity qati-I A-d-ticm & Marsg.m.bt 1-bi �Ldlhty Assirarce, Cont-1, E�p ration Date 1,/31,12313 V.I,dPte,l By Dor- M, J,oh, RE YaIldat,On 1-1,1i,t larre,py R-eived Carmficate ofIrdepandemp, :L.1�� 1. 7 u! 11-1 ,d! I - -.1 I Refial.-d GtaIJI,J andY..r (,fStari . Standard Year AAMA/WDIYA/CSA 10-/LE,-,/A440 2DI35 Equi-I.- ,fir, ,d.,t Bt.,,�,dl� ce'tified by Section, 'con the Cod. P,,,, fAI,­v-I M,h,c,i N'th"d 1 n-li", b C.L� Siub AUs, 02/j7,'2CJj Date V. de--c! Q211-�11011 n,r- P,,Id -g FPC App ,­1 CI 1 FL ,a : Model, Number or Namma . 11,1 i2. - :: 155,1/157-J CESICNER �h : : Limit. of U.. Approve far use in HVHZ: No Approved far use outside hill -- Impact Rests l h1c, Design PC .... but N14 Other PFFTP -0 TNSTAI A-7')N TN�31-PiK71CH; FCP SI,ES AND PA-[1,13S � ­­­ ­ ...... ­.; ... � .......... ­ I - ­­1 � � ......... . - ­-1­­..­-­­ -----------­- ­­­­... 144i2,2 :; i550/i57� PECT4r,IGlJLr,Z cl- : : ­­ . ..... ­­ ­­­­ ...... :­ ..... � ....... ­­­.­ .... ­ ­ ­ ...... � Limit, of Us, App-al far - I" Fl lh� Appr­xad f. r ... DutsidcHVHZ: ,­ Impau,t Real. nt: FJ,, Design Pressure: N/4 Othic : PLI-Lit 0 IIN� AL -A [�)hl IPA', PUL I [G�ln ­�:I� ST7FS AND PA-INCS D-ript an -5501t570 ES 31'J�P Sh ALL I'll hJN1 W-li I'�014 IIA'ACT ............... — 1n.t �: Hiati- I-b-115 ... . ­ ,, 7,j ;� Lt: ,; �1��.",:, v=, i h, i n y I , i , R,h ,,T, I I . -­ C, - - 4 Created by :ndepe- de- t To i : P-,,: ,(as E .1trati.i. Reports i�. v ­-:1.: c,..e�! � ,,, i ..": 1 1 7t� . .- . . .­ ­ . ........... t.�.,f-. Created by �ndopa-ci i P­�: ,� -­.­­­­­-­­­­­- . 550�L57C PECTAMOULAR SH A-1-M-HUNI vvII,E0Wv I IOI,Abl�ACT _ _ ___ _ _ - Installation Instructions - ­,- - , ,­ �­��J­r!-'-.� ... :�'­ 2 !,7­­..:.. . � , � . V- -lifcJ BY: Lul- R.bprt.L­6�5 4 C -- -Il , - P=r-, Y­ - -at I hy odap, Ev.l.;I.. Report, H -­1 �il - - . . , , ��, ,�,i� C­h,� ,Y ,dare-h-t Th ,,-, P=n -, Yes � ­1=160 I . - .- : ,'e, � ­.­v ....... ­1.0,� b,d,cS-ro1.­ M� ::::::::::::::::::::::::::: � V­ .. 1­ -1.1 .... - � ........ I . . ... - . . . : a,., .1col, � 1--i- . 1-1- ­­­., ­­ .... � ............... - .." . a-h . I Product Approval USER: ,.bl,, Ut, 2� I sl�� I �1. FL 9 ­1 I ..I�b� -.it -1-12274 Application Type ,e � Code Ve sion pCD7 Applic�d n 3-atus epp .... J C,mn m .. t. Archi-el I Prodo I Manurfactirar 3 Sr9r@I AIUM - M company Addr.rs/Ph.r.Amarl 1C01 W Crr,hy Pd. Car,, I both 7X 750d6 . �972) 2-2 -5271 EXt 207 . van, pbr2deS(Dq8CtX rCCM A.tIhi Signa-.r. Ivan P red- va"'Pal Brelog-tYr-111 Technical REpr­n-.fi­ I-P.r.d., Addrea,/Ph.r./Cmail 1 C 0 1 W. C-Ey R D. -arrol tcn TX 7503 van der9cesoca cl-cm " PIrty As,,r,,-,a Reich ... rtsti,, T d S.rob-1, Address/Phone/Email 1C01 W. Cl PD -arrol Ito, TX 75056 t.J scr.loackog.ot. -m Z,IFg.ry -,ta ,or Door, - S,bcst.g�,v D I ding Be ...... Dd.r ,tc-loh., C'mpl-'a MothId C�Tfi­atn­ Mark ,, L,l Certification Aci American Architectural Mant-factirers AsSoclation Validated By nteven M. U I ,1,, RE � Y,Iid,b,,, Cipol,liat - Hzn -py Re:,i,,d keferenced Standard and Year (of�tarI Standard Year AANJA/V)DM,s/CGA 10 -/I C­/A440 Cu 200, Eq, I vale rue of Product Standards Car tifi.d ;y Product Approval mathcd Method 1 oFtion A Dahe Submittad g--/04,'2DC9 Date Validated 03104Y2009 Da to Re n din 9 FEIC App-a I 03,(09/2009 Date Ap Prpve� 04/07/2009 FL # :: Model, IN lumber or Name Description � 12274.1 :: Series 42.0 Alumina. SGD XX and XO (Finla-) 96" . 80" Single GI.. 31 : : and Insulated Tampered. Pet Manufacturer's installation : I : : ­ � .... ­ - ­ ­ ­ -tructico, ............. - - - � ...... ­ ­.­- 11 ­ Limit. of Use � � i "eificati in Agency Certificate I Approv for use in HVHZ: No ,� , .- ­X, - "'L -, -- . _­ �, c rAc �!-, se. , -i�, i. ,�: �, ri -A - � Rd n I App roved far us. outside "VH1Z! Yes Quality Assurance Contract Expiration Date ! Impact Resistant; No 06130/2012 Design Pressure: +4D/-40 Installation Instructions I Other- Sea attached clor-mg, far the installation F: 1,274 Pil I; ,�! uL.,,'�,._,�� -­­ut9­s i product performance, linnits/DiPardotmer Venfiedl By: Lu I R Lomas, P,E. 62514 instr UCL S Ofons, nort, use Created by Indep andInt-Uhind Pa,,�: Yes I Evaluation Report. . Created by independent Third Part, I I : 12274. Z i 5,nes 420 — Aluminum 5CD XX and XO (Fini.Sa) 96" x 95" 5irgl. Glaas I : : and Insulated Tampered Par M.-fai,tun-'s ib�tdll.ti.n : : ­ ..... ­ ­ ...... � ­ I .......... ................. ­ ..... hn�trplfi-,. . __ __ _ __ _ __ i ----- ­­­ --- -------- � ­ ­ ..... ­ ­ � ­­­­­. � � - Limit. of Us. C-tificii Agency Certificate Approv, ad for use in hi No Fu: =1-RQ CC,C: ,-- 5-res , ,v �,, ��,��. x, I t� .�,11­dvii` , I Approved far ... cmisid. 14VH7: Yes Quiality Assurance Contract E,pi ratio, Diate Impact Resists Is No 06/30/2012 1 Design Pressaare: u-40/40 Installation Ins ranstions . Other2m attached drawings for the unbtallotion - 1-74 "ZO It 02...R D.- 0 P D r.-m'. nd $ �iii ostract -, product performance, limits/DP and other rifled By: Lou' R L,,.,, P.E 62514 limits Of Use. Created by ,,dependert-phird Part, Yes � Evaluation Rep "" _____________ roasted hylnd.p.hd.bt Third Part,: - : 1 12274.5 : S., i.S 430 t Aluminum SGD XXX (Fol.se) 143" x $0" Single Gla. and ! : Insal.bed Tamperer. Pon M ... fa-ar's oScall.cnam i : : : � Instructions. i � .­ --- --- -------- .. .... � � ............. ----------- Limits of Use ­ ................... ­ --- ­­ ..................... ­­­ ........... ... ­ .......... ­ ....... ­­ ..... Certification Agency Certificate : Approved for use in H HZ! No �--1222271 �­ C CA', US Spills 13J X,(4 1:42 � o�,, I Apprwed for use outside HVHZ; Yes -,.- I , , , �,� �L I Impact Resistant: M ' : - : Quality A ... riance Contract E.pi,.Li.n i i ; Do.Ig. P,-..r.: -43/ 4-- I C7jO2,12Cl2 Oth.,:�:��tt.�h�,ddr..-g,f.-thz,n�tO ob., ! ; �natallation Instructions i I ,str­t ,,,a, p-:,,U:t F, -, - n,a,,,-e, li ,i1,CP a -.d ,:,+,,- : " . . : ,22; � I- 0 1) �, I � .-X-.�:. j',.' i�. "".- -.,�- .. .. .. . — in bf - I! to ; : \)uifi Ed 5 y Su s d" Lcol P,E. 6�51� : :! Ureat2d b/ I ricaptindent I In Ird �drty: �es � I : evall. "' an Rep. . ------ --- -------- : Created b Iri : _ v -ri Third Dai ! - ------ 1 �214 6 - 4-I- �11 - - � " -�"I� (' �Ibnnib nr_ t;Cr) Yxy �-,ols,Z� JuV-, � ,)(I `7 '-d I ' T-------- 1 r Llsoad Tani Par Vlsoof��cru r', in'tal -t., I - S re noti-Leb,­ L---� --.------ " U­ Certification Agency Certificate ! Approved to, us. 1. HIVIIH Z: I- i 1.1­1c� - ,11 - �­ ��-. -��L_'_` - -ti- ,�-,,.KAI, ­'! � L ­` � ;. ­ ' Appr ... d for U­ out id u HVH ?: Ye- Ll,iml ,'..W, ,.il . I : I Pact Roci.taint 14. irarticrP Q. "Ifily A ... Isurbou Contract Exp U to i ID .1g. Presinturep -40,1-4-j C7,02,QC 12 i I 00: 3-e sit dr-i 9, 1. Lh� ,,,,I, .ti­ I-Willati.. lib.boalctlum. i - I 011,. I-IC-1 ,:r-ni Ii mits,'Er C- d .-her - - -;- -: _`_,� "I `,D 1) � D-­ r. , - � I ,11trL I m ta pf - 'n., Ll.rmi'53 vanl LU - ara, P L. 6-,L 14 1 I Clear-d b/ ITIdIp-11,1111L Hind - , ty Y­ i Evaluation Reports i....... � ­ ­ .... � .... ­ -- --- ­­ - ­ . � - � I Co-l-md by lrd,p-ndant Third 3,vty! �e . h4lyi,l oil dabidldng.or_zlpr/pr_app_j%.aspvparanmvc�EI , I ii�i�i�l.i�i�i�i!i�?"��*..�ii..�'.- �-'-�---- " ��i���` , � jJ *n;:� 'i .� X­ . ... �. ...... . . . - - .,.,- .. j11-.-.-..jjN.j..--.A �0. ma �i�ltilliii� &M`�;. . , .... - I ow ammm , M.wi. is M1 I -s — ,,S, : 1,.rS,,u,,.1.r i ­Tsp�s ' a­x-I.R. . : I � -, .1ccu i -1-1- , - - : a,. - ., .." : asorl, � I .1--:111 �....-�'. Approval qpProcl i railial 111"i P-:11kA1.1-1, Ne- I R�Ay� ;� s= .,-,Y,.,-. ­,', I �.�­ -­ � ..li I FL # zi-12939 Application Type "' Code ve Sion ILL, AIRIPH�Bci n S-Flu, 4imr ... J co _ mma,ts Archi-cl Product manufact-r �anqrrl Alkn­ Company Add-,/Ph.ne/Email 1CD1 W Crosby P.d Carro I to, 7X 75OD6 . �972 ) 2-2 -527i E,,t 207 van. par3depochtex-ro A. th .... ad G,g,a:u,. [,or, Pared- 'an.pa-casag-ta-, Technical Itherrese-tive Iver Paredes Addr­/Ph.o./E­iI IC01 W. Crc,Ly R . :srod I hnn TX 75036 � van par2ceS@qadtx.dcro C-lity A;s-ce Rep- ... tztve red Sarob-1, Address/PhooBjErnail 1COL IV. Crosty RD Carroi tcn TX 75DS6 t.d.s,M.b,cl,,gq.ctn :., Category W n - Subust.go,V -I.ri,.ct.] Gl,,.r C'mo-1- Method - - ,,I,,,, Repo, I r or, a Flurid,, R-y-aied �rdiiLsut Ul al Licensed _,prl, us 'rotras, to ,a Engm car I E,.IuOti.r Rcp.rl ard-p, Roundi- F[o-id@Engneer or Architect Name who developed -ui5 Roberto Lomas the E-1-inp, Report F1 I, da L I mnse I E-Iff 2 5 i 4 7-lby Aso-marce, Fri �,ti,ri becre,di and Marage-ot :n,tit,ite Quality Assurance Cci Exp ration Date 12/31,1231 1 yalidPtad By 5te,an M. U-irri RE V,Iid,t,,n C-cl,li,t laroccipy R-vad Certificate ofIndepandence EL�g--.�� vin. - I ::! 1`62-r .-.-- Referenced Standard and Yes, (,f9tandardh St.bmard Yes, AAMA/WDMA/CSA 10-/LS.2/A440-05 2D95 Eq -e- .fP,Pd.Lt 5t.,da,d,, Lertified by Sections -rom the Code or- - App­­l `A,iti 'I,--,d I Ort, - F, -)Et'� -I'mmitt'A lb,0:3/�'Irl D. he ,!,sl-bed 3'/!.-�2DO9 Data �a, ding FF� ,1p,­-I :�A,112DO9 J,tc.L%Pr,-o­ 1!­;L3/2X9 IFIL # ... .. ;: Model, Number or Narl _ . Denscription ­ , - , - . 129:,�9 1 :: --,ri,s 2800 Al U minum ITS �Fir� 0 ' n 6 " rS-l5ttdA-r,,cIrcD,'3B Pa- 0 : - - : ---------- --- , " 'Ial�u­ NI-L f-, ,,, I, I'LuLt "" --- Linnit. of US. Imstaill.b.. Inurtal ... A proved for u:,c in HV"Z; No P P : -.,� .� : " ;77 .: 111 ­r�j- c­, -6 -f .. - �' -' - �_r ,!,,,­.--,L - ra , App .ed fi, u matisidle HVHZ: -�, ai P _ ,25 Vc, if ad 5 /. ILL 11 R L,rr 5 14 I.p..t Resistant: hic, Cir-ed ov In ca: ...... Th rz P-r--,/: -. Design Pressure: 4uj LU Evaluation Report. Other: Se, ,Hs,h,h d ­,j� �,, -h, ­­.Il,r­ . ­; � i ­,,�C� -- -_�.,­_-1 1 -, -I. - : "Z. .- - - ....... 11-ch ­X, p-d-t Pei fo-mance, lim ts/DP an- Cc- U.- c- us.. Cir-Ed -11 Inc-ar-1, Th I-4 P--r--/: ­a� 4--i 0 0 —= I "",".— .. ..... ­­ ---- —I'll.,- ­1 ­­.­ 111.1­1 ­01" V� — — '= 11:1 (1) t > C:s = " " -0 0 r') = C w­ - im (:1) ,"i - -�,�- , � A-arl- 11", 4417M-10-Irm"Pilm 0 " as, CD— �Z F1.1'r (3) ,_­­ ­, ,­­­ ­ � ­, s­­ ­J­'. ... I 1- � ­­­ o - 1-1 ­1 1'1� ".1 u- ­1 ! = M -= 0- . ,, -47- ' Ercid", 4pr", a) � � ii. US- "I . = Z5 .�� (/� 4--i _ '7 ­ �­�l �-, . LY4­ I ,� �­ �11­ , � I Alp-- -ail = = CIO - M n a) -0 U 7= = FT 4, FL 302-Rl C - App-tion Type R ,is- C.d.V rsl.n 2 07 CD L = -2 3: A ppuc�tl­ Status Approved C brm,­ = 0 LJ- — Arc ved I- = - - M P,,d, Man,f,d,r,r Am- Garage Do,,, V� Address/Phona/Email 1 ,5 Cbm.ga C �,t W1 rsom-Salem, NC 27105 " (336) 251-13ce 1 4--i (-� da.IyjOyP.r@.m.rr..m . Ln 5)) 6 M F) Arthodead Signat- Carry l,y,,r E M ,.- - darry.joynereParramr-ro �- -= . = UO < - Ta,mikal Rep--st,ve ..-Y I.Yb., I Addess/Phore/Emad 155 Cam,g, Court WI n,t,,-S,Iem, NC 2­5 (336) 251-1309 dj.yror§amo­ .m QuIlity -u-cl Rapnesentan- Address/Phone/Ennall Category 1,Ixaro D .... Suboa te,,d, sari Exted., Door A,sS.rrbIi.o le C,mpl.rox Method Eva u,ti,, R,p,ftfr,m a Flood, Registered Architect or a Lce,,,d Florida Pr,fi-lo,111 E,gi,,,r -7 Eval-b- Rep- - H,,dc.py Rac-ad Honda Engin- or Architect Nam, ,ho d,,,I,p,d Thom,, T. Shalmordirs the E,ali,.ti" R,P,,­t Florida Lice- PE-0048579 Qc:!,�y A,,r,,:: Entity Itt-k-F.stnq Ssev,­ INA 1h, 4 Qu i y ,% ra Contract E,pioi Data OL01=99 V.[ld,etxY1 By Steve. M. i PE I' Wal,dat­ Checklist - H,rd,,py R,c,,,,d Caufloot, of l,d,p,nd,o,, st-5302 al CCl ,, She4le, 0- lottor ,,I 1��ftu,)d,­, 7 24 2 R.far.r.d t5tend�rdl and Year (of Standard) L", - A SI/DASMA 108 2002 AS7N E 330 2ao2 Eq,lv,l,nc, Of Product Standard, Comfl,ad By Z Sections from the Cod, Z P,.dNct Approval Method Method I Option D . In, submimbal 12j15/2rO8 D��: Validated 01/0712009 D a Pia,dirg FBC Approve "I',"", net, Appr ... d Z.al­a - -'--- - ----- -- .­ W -- -------------- St,otfiord 01600) and Heritage D,g� IRC-6009-130-15, Thin q'Wide. � 130-1 1 - f,1950) iI Limit. of U- I-11, I.. 1-toci ... App-d IfP, - in HVHZ: N, 11�,302-1� 1­1111-61309-130-15,rciff i I Appron, d for ... ..t.id. HVEIZ; Yes Verified By: TOM SHELMERDINE 0048579 i Impact Real t,mp NO Created by 1,dependart Th,d forty: Ye, 1 2 iti Isnae— 126.7/-31.6 E-1-ni.. -p-da, I I 0I Desist, Pressure -26.7/-31.6, Not for .s- HVHZ PL53 R , AE ASCE 7 138 b2 r5­1 I 1 GIZ"g �,PIU.n sh�ll not be -ad in Mrd-b.m. dab,,o FL53002 R1 As PTID 533Z T .RC 6009 �-,Ol i =I I lag un - stnuture is designed as p.hIally ari or Created by l,d,p,,d,,t Third Party: Yes I door Is a replacement doo,. - 1 S3p2­ i, (Strafford (Maps) and H,rit,g, PI IRC-6016-130-15, 10'Thm 16'wida. ------ Yvao) - ---- ---- --- --------- ------------ --- ---- — - --------- ------ Limit, of U::, - in HVHZ; No ,""�111:1*11�""Ill!"�".Ii,2"�12 I I Appir-of ,11- "C"it"I`5 "' Appom,ed IF ..... .. t4d, HVHZ: Yes Verified By: TOM SHELIMERDINE 1111176 1 Impact Rest I Create y ,d,p , art T ir Party; Yes � Design po-:!::t:�12,1s/-19.1 .ad., Reports I Othear: design Poa ... re +25.6/ .so in HVHZ. 1 'FvL',',,, R1 AE ASCE �Ix 0 1 G5.odf - -29 11 I'll "' - - - -- — I Ginning option ,h,l I not be Used In .,.it too. d.br, - 1 FL5302 R1 �,l 53e2 T 11C-6CU6­0-,S,.bff : region c.les, .r.dur. is designed as p.ril .", eir rldsac Or I Created by Independent Third Parry: Yes J ... 1, , relo-ament dob, I I I I [ III— ;�� � ­ - - ­F . N! --� �­- " �i - v -% , --SS � y -- aer, ,i�,- sia a. �, L M�- 5"Wo �aa I ho �­Ib.­ . " ­!i� RMOMMEll ­.­ ­1 I - ­­ 11.1 T­ --r-,s. t -1-1.1. ­­­ —, ­'­p - ­­ 1 0-111--d 1b I I I., -1 I - 1­­ I—, 11 --l-1111 �41- > — , ­­­, FL # F L5427-R2 Appli.t,.n Type R Yisi- Cod, V­­ 2007 Application Stit.s Approved C rorna,t� Aroh,,.d r- P bd.,t M-farboar Arraor Garage Do.,, Address/Phone/Em,il 165 Carriage Court . ­Son-5.1-, no 211al IT (3S6) 251-1309 ffanryJoyrer@amarr.<bm . Audi Sigr,t,,e Carry J.y.ar da­y.J.yn.r@am.rr... Te,hmir.l Representative banty Joy- Adde-lPho-lErn,il 165 Carriage Court Wi r,t,n-S,I,m, NC 27105 (336) 251-1309 dj.yr.r@a­ri­..r, QcbIlty A-r-, Rep ..... t,ti,, D,n,y J,ynar Ul AddressiPhore/Ernail Amarr Garage Doors 1111 1 as C. r,l,g C,,rt win so'-s.lem, NC 271IS 1 - . djoy,e,@,m,rr.,,m Category E.terl. Doors Suboategi ,,,tion,l EA,,I,r Door A ... mbll,, M C-plen. M.Uh.d E,,I,,ti,, Report from , Florida Registered A,ch,t,,t ,, a U ... sed 4-i F o'da aroleas'.,�l B,glh ... ,; a'. U'ro, Report - H,,d,,py Radbl,ad FI,rd, Engmea, or Architect Name who developed Thomas L. Shelmerd- G) the Evaluation Report Fiord, noam, PE 0048579 Q..I,ty -r-a Entity I-ital, Tapor,g S,,v,,,, NA In, Qu,lity Ass-n- C-to,ot Expiratid, Data 01/01/2099 Vt,iii By Steven M. Urch, PE �- Validation Checklist - Handu,py Roca-d C,ftlflc,te of 1,d,pand- FI 1,121, 1­.­1-,, I Slial,na,',­ 1 m�!,. �1 b�rf�r­c­,F 7 24 200' ,,,of = Referenced Standard and Year (of Stando,d) Standard Y­ Eq,l,,I,,c, of Product Standard, ASTIA E330 2002 0 Certified By - -------�-�------,----------------------I 0 1, 100D ­d 20DO Marc, 9 wide Cl.asid. 1000 and 20M Y500, 500, ; I IRC-5309-130-15 i . in . . . .. . an -- ----� -i i A I r I * Z ... I. .v..: no F1,5477 � n IRI -1 7-.1 IG-1 5 -,� . pa,arl ­­, ,,,' ' P �� I Appr=dd fl, - .m.id, HVHZ: Yes Verified By T1,.nni I-Shalrocirdine If PE40048579 i , Impact R,,i Umt: No Created by Irdi Third Patty Yes I El Pcin— ,26,7/ 31.6 eval..... R.P.,rd. I M " , P2 i i Other: Not a,r us. in HVUZ. Gia,i,g not a-lati. in FL542� .�E, ,5CE �7 98 �.! 05.,cl i I Hl 32 Tall Sach ... MAX F ­54-17 R2 1,17 1o,r,,,dxI 500 Clas�--, 1000 ­Cf�C,df i I _L _ � FL542?_R' AciRC-53--9-130.15 ­,,Ih,,i,­ ae�­,t.pdf I I Created by Irdl Third Parry: Yes U . - --------- - --- ------ -------------------- - - .. 5427�6 1 Classh'a 11m, and 2000 MsOO, 16' Mde Claosic. 1000 and 2000 M500, 500i . ------is. -- IRCS 31 6-1 30-24 -------- . Limit. .f U. Immidal Ima-i ... 4--i Appir. d for . ,,,,, R` H DR— -, 10 I � -7 �5­111 D- "I I d I I ' - ' �71�` A pr.:d r.::i.HVHZ;N. P f. -xid. HVHZ: Yes V,,]fl,d By: Th-1 L. shel-d1m, FL PC 0048579 � (3) I.p.ot Rest Win: No Created by Independent Third Party Yes � D ion Preasime: 125.6.*-29A Ev.1',u.R R.P.- I 0=: Not For - 1, LVHZ. Glazing ,,or -Ilabl-, FI 54r' n- " 'sn' -an " -a' " a) ­VHX 32 Tail S-1- MAX - I , � - - � I I J 'L 42 Rd AE Mc-5316 13c-24 �E;Iuabtur, , t,p F � J�� _ff � i I Created by Independent Third Party: Yes E . � C/I < M > 0 c " 4--i o- E � r") ( n < ei U = 0) —0 I 0 " 0- 3: (D V) cc U 00 III 2E < 2: 2f < __J a_ I SHE T 0 1 PA E 1 N . . I -- 11 ,III , I I 1, -F--dil Fill �,­, U, 1, -!,I -IT]-1lT--T-- — T- -F- - -1 1 7- - - -- - I - - , I I -T-- , i I I , . I F-7— — F— — - — -T I — � - I - - PRODUCT APPROVAL. SPECIFICATION SHEET is required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the information and approval number 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 seal product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Numbers Test Pressures 1. EXTERIOR DOORS A. SWINGING Plastpro Inc/ Nanya Plastics Distinction Fiberglass Entry Doors FL6184-R1 +65.01-65.0 psf ThermaTru Smooth Star/Fiber-Classic FL8838-R1 +55.01-55.0 psf ThermaTru Smooth Star/Fiber-Classic FL12441 +47.01-47.0 psf B. SLIDING General Aluminum Company Series 4201430 FL12274 +40.01-40.0 psf C. SECTIONAL Olopay Building Products Residential V14ndCode Doors (8X7) FL5675-R3 + - 30.0f 32.0psf Clopay Building Products Residential V1lndCode Doors W5 (16X7) FL5675-R3 +30.01--30.0 psf (!�sed in wind speeds over 00 rnp�,) Clopay Building Products Residential VAndCode Doors VW 8X7 FL5675-R3 +37.01-41.0 psf ,useainmod speedsover92ornphJ Clopay Building Products Residential VAndCode Doors VW (16X7) FL5675-R3 +37.0f-37.0psf Amarr Garage Doors Model #500 Classica (8x7) FL5427-R2 +40.1f-47.4 psf Amarr Garage Doors Model #500 Classica 16x7 FL5427-R2 +38.41--43.7 p sf Amarr Garage Doors Model #600 Stratford (8x7) FL5302-R1 +40.11-47.4 psf Amarr Garage Doors Model #600 Stratford (16x7) FL5302-R1 +38.41-43.7 psf D. OTHER 2. WNDOWS A. SINGLE HUNG General Aluminum Company Series 1550/1570 FL14412 +47.21-50.0 p sf General Aluminum Company Series 19DO11970 FL12968 +40A/-40.0 psf B. HORIZONTAL SLIDER General Aluminum Company 2800 Series FL12989 +40.01-40.0 psf C. FIXED General Aluminum Company Series 1550/1570 FL13199 +40.0f-_40.0 psf General Aluminum Company Series 190011970 FL.13199 +40.01-40.0 psf D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL3905-R1 NIA E. OTHER 3. PAN EL WALL A- SIDING Alside Coventry Vinyl Siding FL12103 +86.51-86.5 sf B. SOFFITS Kaycan Ltd. 1271611 Vented Soffit FL12199 +70,01-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30140 (and AR), XT25 and AR), XT30 (and AR FL5444-R2 N/A B. UNDERLAYMENTS C. ROOFING FASTENERS D. ROOF VENTILATORS Southeastern Metal Weather Vent FL11024 NIA Florida Metal Products, Inc Vent RV10 FL2075-R4 NIA E. ROOFING TILES F. ROOF TILE ADHESIVE G. OTHER 5. SHUTTERS A. STORM PANELS Metal Tech, Inc Galvanized Steel Storm Panels FL722-R2 +103.0/-103.0 psf Alufab Galvanized Steel Storm Panels FL48D4-R2 +104.Df-104.0 p sf 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS Simpson Strong -Tie see chart USP Structural Conn. see chart B. TRUSS PLATES MiTek Industries, Inc. Truss Plates FL2197-R3 NIA C. ENGINEERED LUMBER Boise Eng. Wood Prod- Versa -Lam SP FL1644-R2 NIA Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645-R2 NIA D. MATERIAL FECP Co Cast -Crete High Strength Concrete Lintels FL158-R3 NIA Wekiwa CP Pre -cast and Pre -Stressed Lintels FL1418-R2 NIA Lott's CP Lintel FL12045 NIA Commercial CP Precast & Prestressed Engineered Conic. Lintels FL1774-R2 NIA Powers Steel, Inc. Power Box Lintels FL6264-R1 NIA The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE 7Simpson & USP Cross Over Chart with Florida Product Approval Numbers Simpson Produc Number Florida Product Approval Number Product Description USP Product Number Florida Product Approval Number A34 FL10446 Framing Anchor MP34 FL822-Rl ABU44 FL10849 Adjustable Post Base PAU44 FL569-R3 CS22 FL10852 Coil Strap Tie RS300 FL822-Rl H3 FL10456 Hurricane Tie H10 FL10456 Hurricane Tie RT16 FL565-R3 H2.5 FL10456 Hurricane Tie RT7 FL565-R3 H6 FL10456 Hurricane Tie LFTA6 FL820-R2 HCP2 FL10447 Hip Corner Plate Connector HHCP2 FL817-R1 HDQ8-SDS3 FL10441 Holddown UPHD8 FL817-Rl HETA16 FL11473 Embedded Truss Anchor HTA16 FL821-Rl HETA20 FL11473 Embedded Truss Anchor HTA20 FL821-Rl HGUS210-2 FL11468 Truss Hanger THDH210-2 FL821-Rl HHETA40 FL11473 Embedded Truss Anchor HSUR/L410 FL10655 Heavy Skewed U Hanger HTS16 FL10456 Heavy Truss Strap HTW16 FL820-R2 HTS20 FL10456 Heavy Truss Strap HTW20 FL821 HTT16 FL11496 HD/Tension Tie HTT16 FL821-RI HTT22 FL11496 HD/Tension Tie HTT22 FL821-Rl HUS410 FL10531 Joist Hanger HUS410 FL821-Rl HUS412 FL10531 Joist Hanger HUS412 FL821-Rl HUSC410 FL10655 Joist Hanger HUSC412 FL10655 Joist Hanger ITT FL10667 TF I -Joist Hanger THO FL815-Rl IUT FL10531 I -Joist Hanger THE FL815-Rl LGT2 FL11470 Light Girder Tiedown LUGT2 FL817-Rl LSSU210-2 FL10447 Slopable/Skewable Hanger LSSH31 FL816-Rl LSSU28 FL10447 Slopable/Skewable Hanger LSTA12 FL10852 Strap Tie LSTA12 FL816-Rl LSTA18 FL10852 Strap Tie LSTA18 FL816-Rl LSTA30 FL10852 Strap Tie LSTA30 FL816-Rl LSTA36 FL10852 Strap Tie LSTA36 FL816-Rl LTS12 FL10456 Twist Strap LTW12 FL821 LTS16 FL10456 Twist Strap LTW16 FL821 LTS18 FL10456 Twist Strap LTW18 FL820-R2 LTS20 FL10456 Twist Strap LTW20 FL820-R2 LTT19 FL11496 Tension Tie LTS19 FL822-Rl LTT20B FL11496 Tension Tie LTS20B FL822-Rl LUS26 FL10655 Joist Hanger JUS26 FL821-Rl LUS414 FL10655 Joist Hanger JUS414 FL821-Rl MBHA3.56/11.88 FL10866 Masonry Beam Hanger NFM35X1178U FL578-R2 META22 FL11473 Embedded Truss Anchor HTA24-18 FL859-Rl MGT FL11470 Medium Girder Tiedown MUGT-15 FL11910 MST48 FL10852 Strap Tie KST248 FL822-Rl MST60 FL10852 Strap Tie KST260 FL822-Rl MSTAM36 FL11473 Strap Tie for Masonry MTS12 FL10456 Twist Strap MTW12 FL820 R2 MTS16 FL10456 Twist Strap MTW16 FL820-R2 MTS18 FL10456 Twist Strap MTW18 FL821 MTS20 FL10456 Twist Strap MTW20 FL821 MTS30 FL10456 Twist Strap MTW30 FL820-R2 Tension Tie MTS27B FL822-R1 PA51 FL11476 Foundation Strap TA51 FL816-R1 SP1 FL10456 Stud Plate Tie SPT22 FL817-Rl SP2 FL10456 Stud Plate Tie SPT24 FL817-R1 SP4 FL10456 Stud Plate Tie SPT4 FL821-R1 U24 FL10655 Face Mount Joist Hanger ET FL11506 Epoxy HD Titen FL2355-R3 Titen Anchor 717 846-'747 lll� Fax 71 i 8, HR Engineering, Inc. 1418 E. Market St,., Suite 13 York, -DA 17403 ranuary 2009 Nick Thompson, product Manager- Siding Metals Associated Materials, i,IX 3773 Sate Road. t uyahoga Falls, Vf;ia 44223 RE: Florida Evaluation, Covenrry 4rinvd S ding, F'RC20( Dear Mi. T honnpson; The following ,Associated IY4c..tinais virtvl siding product; Co%entry has beerl tested and, talyzod in conf'armalTce..- with ASTNi D 3679-65 as required by Monda Building Code a007. paragraphparagraphis 1404,9 and 14015.13, plus Florida Rena„5`iLral Code, 2007, paraetapil 03.11 Structural i to AS z"v1 D 5106ac -refs red Lay AST1 r D 3,579, was done ,2 Architectural Testing, Inc. and is. reported in 7,72415.01-109 0 a_l€) 825,37.01 109 401 Testing was done for Alside, Inc., which is owned by As,cciated Llaterials, LI_C. C'oventty vinyl siding is, ,produced t 15 configurations, Double 5', Doubt ;" Dutchl a'p_ Double 4", Double - Dulc slap, and triple 3r' all with a thickness of-0.342' A sttet gtherling f at,xe of this product is that it has a "tolled edge natd hesl'_ which forms a double thickness at the nail hem edge- 1 haae pz:its'rri a colr.bination of i:,ltioll:al and Comparative erialy'ses or, this picid1,4,. whroii' "=.ncgiid!es the marridatury iesqune ients of Annex. A1.2.1 in AS'i'?vl 10 3679 Insra7l ffl0. rrurst lye over 5V8" nrinumurn nailable sheathing or 1/2" mini -mum plywood, hlsta)Ia6tonfsslZipezemust be. roofing r;ad with 3,'4 diameter'tead,1l' dlameretshar:k,- a'nd A r itirrfurn length of 1 Ji"•`. The al-low'ablt design wind pressores for all 5 configurations including Double 5; oub(c 5 Dutchlap Dou'ble 4", Doublir 4 Dutcj'ifa# arid Triple _V" are 1 f 7 p;f 'or 8" stud spacing r i 15.3 psf for i 2 st•.,d spacing and -f-786.5 psf for 16" stud spacing. In order to ii:.`iiey'e these pressures, .aH studs m 5st'tiav6' nails ik thern and all nails must be in stuck, The abai a values dart be ccrnpared direct v Lo the required wind loads it Chapter 16 i f the Florida Building Code I trust that this information s sufti tent for rh n Meet needs. if there art,any qu moms about this report, or if anyf?Zinga,leitional .s IegL'+fed, pleilse adv c<, ni Sincerely yours; Allen N. Reeve,. RE, Structural Engineer A_F' am Florida License No. 19354 Cc: 09010005 7-17 846-3747' HR Engineering, Inc. 1418 E. Market St., Suite B York, €'A 17403 lied Berman r i+ Ndnm.srratc t Flat iota Liu idn ,g C 1de Cour nissic r Ted c3el-rlan al d As astaret LI,C. 925 11 t ,treet. su.Le 104 -1vRarru Beach, Flenda 33140 RE' Cie.ti.rcation of fride;nendenee Do"Ir Mr Berman; 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 sunlight. For this reason, vertical or horizontal -- - - T- --- installation of soffits on walls is not recommended and cannot be guaranteed. zscWv Installing trim - Option A fBF a• When fascia is applied without exposed nailing. f chi With open cave: Secure F-channel to the exterior of the fascia with the tap leg Lr ti resting against the bottom of the board. Secure F-channel on wall, level with the F-channel on the fascia, .wit veil With closed 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. frs Installing trim - Option Ba When soffit only is applied, or when fascia panel is secured to underside of wood fascia. - pchBrxoe] With open eave: Secure F-channel to the wall and to the inside of the fascia board, I 'ev:,asa.-"s+.;...,..a:,: -. level with each other. Cut out back of channel to fit around rafters, if needed. With closed eave: Subsfitute J-channels for the F-channels. f Assollit wall Secure all channels in the center of the nail slots, 12" on center. Option 8 installing soffit 1. Measure the distance betweenthe inside of the inside and outside trims. Allow- 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. Interlock panels as you would vertical siding. Closed soffit can be secured every 12" on center + , 3. When fascia panel is not being applied, use an F-channel or Jchannel at corners Diagonal trim use .. of the overhang to properly finish the installation. 4. When soffits meet at a corner, the joint can either be diagonal (mitered) or square - (both illustrated). Both methods are made with J-channel or H-channel. a Straight trim use Jatr&rJ1 5 HChannel rt r 26 KAYCA/V'" ICC-ES Evaluation Report ESR-1495 Reissued November 1, 2008 This report is subject to re-examination in two years. www.lec-es.ora 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Cour iA DIVISION: 07-THERMAL AND MOISTURE PROTECTION Section: 07460- Siding REPORT HOLDER: KAYCAN LTD. ONE MEMORIAL DRIVE RICH FORD, VERMONT 05476 (802)848-7010 www.kaycan.com EVALUATION SUBJECT: KAYCAN PVC SIDING 1.0 EVALUATION SCOPE Compliance with the following codes:. a 2006 international Building Code® (IBC) • 2006 International Residential Codee (IRC) • 1997 Uniform 80ding Code'*' (UBC) • BOCA® National Building Codel1999(BNBC) ■ 1999 Standard Building Code® (SBC) Properties evaluated: ■ Exterior veneer • Wind resistance 2.0 USES Kaycan PVC Siding is used as an exterior veneer and as closure material on the underside of exterior roof 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 3679The siding is used as an exterior wall covering over solid sheathing and as soffit. The siding has a plain- or wood -grain texture and is available in various colors with matching trim, comers, and starter strips. The panels are a minimum of 0.040 inch (1 ram) thick. Lengths range from 10 to 12.5 feet (3048 to 3810 mm). Panels are formed with an upperedge having nail slots and a lower edge that hooks into the upper edge ofthe lower course. The siding is produced in different profiles as described in Table 1 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 between the manufacturers published installation instructions and this report, this report shall govern. A copy of the manufacturers published installation instructions shall be on the jobsite at all times during installation. Solid sheathing and a water -resistive barrier shall be provided behind the siding, as required by the applicable code. The allowable wind loads are as noted in the prescriptive requirements of the applicable code. See Section 4.2 for applications 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 IBC, SBC, UBC or BNBC or Section 301.2,1-1 of the IRC. In areas where the basic wind speed (3- second gust do not exceed 100 mph (45 ni [80 miles per hour (36 m1s) (fastest mile) under the UBCj, and the building height is less than or equal to 40 feet (12 192 ram) 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 ni in Exposure B, and does not exceed 90 mph (40 ni in Exposure C or 85 mph (37 m!s) in Exposure D. For applications in excess ofthe prescriptive requirements, the design must be in accordance with tRC Section R3012.1.1. For applications in excess of the prescriptive requirements, the Kaycan PVC Siding has an allowable negative wind load of 70 psf (3352 Pa) [44 psf (2107 Pa) under the UBC] when attached to a code -complying, minimum s/a inch -thick (10 mni structural -rated OSB sheathing. The siding shall be attached with 1lhinch-long (38 mm), 3/,-inch-diameter-head (10 mm),'Ie inch -diameter -shank (3 mm), corrosion -resistant 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. ICC-ESEvnhmrion Reports nre not to be consrnred ar representbrgneztderier or nhy older oltribr,tes nor specificnlfy addressed.norm-e/bey to be consb,red 2 endorseme nafdre snbjec(ojthe report orn ra^ommendn/iwr for its use. 77mre is no wnnnnry Uv fCC Evnhmriwr Servtre. Inc., a pmssw i.pfim,, rts \!� ro anYlrrrdin%ar'orAer molter in;lris report, orrts ro anY prordrel covered by rise r'epoN. Copynghl © 2008 Page 1 of 2 Fax 717-846,0355 22 January 2 01) In ci r form irm. - with Rule 9B-72,110, F A C. "Criteria for Certification of Indepenao Ice i offer fie follnv,ng. I am a cegistered professional engineer irl the state u1 Florida with license numhel 193,54. 1 work it. a two person consulting smicalral. engineering firm, "HR Engineering. Inc. of which I an) the majority oNvner. In my work perfctirning 411 evali4atlon, I flu riot k.aoG, T1Ur will I acquire- a financial ,merest In any cc,nlpalrp manufacturing or disolbuiumi products ;`or which the reports are being issued. r i vie performing an lu4tion 1 h r t have,. will acquire, a (n r to toe e d. n> e, nor tl. 1 a tire, financial t} k p r n_ a, ..ri , r1 interest in "Inv or'har .nlily invol ej in the approval process of t`ic product, 1 !nist that th . 9s suffgatrit for the Florida Building CoJc,, Commission's s regLlir menr If there arc any,'yGestions about this certification of mdi?peudencc_ orif anything addi,ter,al is required, 01ecasc advise'rne... sincere/.yours; 1 R Gnglr_ering Inc. AllcriN Recxes,'f'-F.., Chief Ell2ineer VNR�Irr AF oclated Ma t ri:fls, LLC 09010005 Installing soffit and fascia Installing fascia 1. Install an undersill trim at the top of the fascia board. 2. Measure distance from the bottom of the F-channel b the top of the undersill Vim, and then subtract 114" 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 panel over the F-channel, and snap the tabs into the undersill trim. If soffit is not being installed, hook the fascia directly over the fascia board. - An alternative to snap -lock punch attachment is to slide the top of the fascia behind metal drip -edge. Overlapping fascia 1. Overlap fascia by cutting the bottom edge of the underlaying panel, leaving a 110 tab to be inserted into overlapping panel- 2. Overlap 3/4" (half the distance of the notch). rarer-srua,� Fascia installation nr2k11 Fascia overlapping Capping fascia To make comer caps, cut a piece of vinyl fascia that is 5112" long. 1. Mark the vertical centerline on the back of the piece. 'F,..........A 2, Cut a 90' section of the bottom flange from the center, leaving a 45' angle on either sides " 3. Use a hand reamer or metal straightedge to told fascia piece maptack� Rd5 ' along vertical centerline to make a right-angled corner. eacl5sttie I '' 4. Using a snap -lock punch, make'` � r i tabs just below the top edge of the corner cap, making sure that tabs face outward. Install corner cap by locking the bottom over the existing F-channel and snapping the top Fascia capping edge into the undersill trim, V-ia lei 1/4" KAYCAN'" 27 ESR-1495 I Most Widely Accepted 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). The Kaycan PVC Siding described in this report complieswith, 6.0 EVIDENCE SUBMITTED or is a suitable alternative to what is specified in, those codes 6.1 Manufacturers published installation instructions. listed in Section 1.0 of this report, subject to the following conditions 6.2 Data in accordance with the ICC-ES Evaluation 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 IDENTIFICATION 5.2 The exterior walls shall be braced or sheathed to resist The Kaycan PVC Siding described in (his report shall be racking loads with approved materials in accordance 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 ASTM specification D 3679," the statement "Conforms to UBC solid sheathing capable of resisting design wind Standard 14-2", the name of the inspection agency pressures both positive and negative. The sheathing (Architectural Testing, Inc.), and the evaluation report number shall be covered with a water -resistive barrier, as (ESR-1495). required by the applicable code. TABLE 1-KAYCAN PVC SIDING MODEL PROFILE LENGTH Board & Batten Single 7 inch Vertical 10' - o" D-4 Avantl Double 4 inch Horizontal Dutch Lap 12'-6" D-4 Marquis Double 4 inch Horizontal 12' - 6" D-5 Contessa Double 5 inch Horizontal 12, - 0" D-5 Elegance Double 5 inch Harimintal Dutch Lap 12' - C- D-5 Vertical Double 5 inch Vertical 10' - 0" Lewiston Double 4.5 inch Horizontal 12'- 0" Newport Single 6'1, inch Horizontal 10' - 0" Ocean Park Bever Double 4.5 inch Horizontal 12'- 0" Ocean Park Cove Double 4.51nc1h Horizontal 12'. 0" Platinum Serie s D-4 Double 4 inch Horizontal 12'- 6" Platinum Series D-4 Dutch Lap Double 4 inch Horizontal Dutch Lap 12'- 6" Platinum Series T-3 Triple 3 inch Horizontal 12'- 0" Provo Double 4.5 inch Horizontal 12' - 0" Sierra Double 4.5 Horizontal 12'- W T-3 Classic Tr Ie 3 inch Duch La P 12' 0" T-3 Horizontal Triple 3 inch Horizontal 12'- 0" Vented S" Double 4 inch Perforated Soffit 12'- 0" Vented 10" Double 5 inch Perforated Soffit 12'- 0" Solid 10" Double 5 in Solid Soffit 12'- 0" Center Vented 12"/Solid 12" Triple 4 inch Partially Perforated Soffit 12'- 6" Vented 16" Quadruple 4 inch Perforated Soffit 12'- 0" Solid 78" Quadruple 4 inch Solid Soffit 12' - 0" ICC EVALUATION SERVICE, INC. Evaluate • Inform • Protect Lw Amgeltl 85uintle/Re0onal Office • 5360 W,,rkman All N d • Whittier, CA 90601 (562) 6994543 phone - (562) 695.4694 fax CI� Certification of Independence for Evaluation ICC 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 Service, Inc., does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. ix ,f;�vl, n Nosse - President ICC Evaluation Service, Inc. Bv.IneauRsSodl Otto. - 5760 W,xkman MIII ""' Wh a IJ "a 90d02 • I562) 699-0547 aw.v.,ee•tl.arg Zi_l off., . 900 Mw J., Road, S.-A, Bvm1 Sh AI b 15213 . (205) 50-9800 Refi-I ofna . 4051 We,r Fb,nnav RmJ. C­­CI 0 Hrlb Ill..,,. 1047S � (70a) 799.2705 N Cn -Cu L L Q O O . � CU V N -r- • Cn N -t- C � Cn O O Ca U_ O > .� U)O CS Q Ca � .= W Q. Z Z W J (i 0 (i 06 (3) E Z W C 0 2- U 2 CL U =3 ICU 0 W Z Z Q J 1 rAAIWI I Cy ;2 �0 y SHEET NO. PA 1.0