Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
37610-37622 Georgia Ter
r-, Zephyrhills Fire Rescue 6907 Dairy Road, Zephyrhills, FL 33542 Fire Chief Keith Williams 19 October 2011 Bus (813) 780-0041 Fax (813) 780-0044 This Officer has reviewed the submitted plans for a four (4) unit villa, new construction, at 37610 to 37622 Georgina Terrace, in the Eiland Park Townhome development. Following the review, a conditional approval to proceed is given. Payment for permit acknowledges acceptance and compliance of the conditions noted herein. The following items shall be considered: 1. Assurance of fire safe practices and in place in accordance to NFPA 1. 2. Unit 1398 does not include a smoke alarm in the master bedroom of that unit. One must be included per code. 3. All circuit breakers controlling the circuits servicing the smoke alarm and carbon monoxide detectors shall be equipped with a breaker lock to keep the breaker from being turned off (NFPA 101, 4.6- AHJ requirement). 4. Ensure that electrical meters are addressed with respective address designations. 5. Plans show UL listed fire wall separation constructed out of gypsum board. No exposed wood or penetrations are allowed in the UL listed fire wall. Any extension of truss assembly beyond masonry wall must be wrapped in rated drywall. Inspections will be required. Wall must be placarded/labeled as firewall at intervals of 15 feet spacing. 6. Fire wall separation shall extend through the soffit area to extreme outside of structure. Inspections Required: 1. Firewall 1 st layer screw inspection, 2nd layer screw inspection, final firewall. 2. Final building inspection. Review and approval of the submitted plans does not relieve the contractor from the responsibility of correcting any deficiencies noted during inspections. Respectfull submitted on 19 October 2011 by, Keith A. Williams, EFO, CFO, CMO, MIFireE Fire Chief Fire Safety Inspector I. � ABBREVIATIONS A.B. Anchor Bolt Fir. Sys. Floor System Abv. Above F.PI. Fireplace A/C Air -Conditioner Ft. Foot / Feet Adj. Adjustable Ftg. Footing A.F.F. Above Finished Floor FX Fixed A.H.U. Air Handler Unit Galv. Galvanized ALT. Alternate G CContractor General B. . C Base in se Cabinet G.F.I. Ground Fault Interrupter u B.F. Bifold Door G.T. Girder Truss Bk Sh Book Shelf Hdr. Header Bm. Beam Hgt. Height BOT. Bottom HB Hose Bibb B.P. Bypass door I nt. I nterior Brg. Bearing K/Wall Kneewall Cir. Circle K.S. Knee Space Clg. Ceiling Laun. Laundry Col. Column Lay. Lavatory Comp. A/C Compressor L.F. Linear Ft. C.T. Ceramic Tile L.T. Laundry Tub Dryer Mas. Masonry Dec. Decorative Max Maximum Ded. Dedicated Outlet M.C. Medicine Cabinet Dbl. Double Mfgr. Manufacturer Dia. Diameter Micro. Microwave Disp. Disposal Min Minimum Dist. Distance M.L. Microlam D.S. Drawer Stack Mir. Mirror D.V. Dryer Vent Mono Monolithic D.W. Dishwasher N.T.S. Not to Scale Ea. Each Opn'g. Opening E.W. Each Way Opt. Optional Elec. Electrical Pc, Piece Elev. Elevation Ped. Pedestal Ext. Exterior P.L, Parallam Exp. Expansion PLF Pounds per linear foot F.B.C. Florida Bldg. Code Pit. Ht. Plate Height Fin. Fir. Finished Floor Pit Sh. Plant Shelf F.G. Fixed Glass PSF Pounds per square foot Fir. Floor P.T. Pressure Treated Fdn. Foundation Pwd. Powder Room 01/21/11 08/22/11 REVISIONS 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 6 FRONT AND REAR ELEVATION 7 RIGHT AND LEFT 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 DETAILS -S4- - --- - - � S5 DETAILS _, _ _ - r - - - - -� - SS RETROFIT DETAILS PA 1.0 PRODUCT APPR VAL PA 1.1 - - = PR D T APPROVAL O UC PA 1.2 PRODUCT APPROVAL : Rad. Radius r Ref. Refrigerator - Req'd. Required- Rm. Room ❑❑❑❑❑ ❑�❑❑I 1 13 ®® ❑❑❑❑ ❑❑❑❑ Rnd. Round R/SH Rod and Shelf ED0[] ❑EEJ ❑EED LI== I -- _ - - 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 �, ;Gt,�- UC Typical 4 UNIT TOWNHOMES v�'r UCL Under Cabinet Lighting - 9 9 -- U.N.O. Unless Noted Otherwise ----- — �'1r VB Vanity Base B 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 1.00 NEW CONFIGURATION 1.01 REV 1501 KITCHEN 4-UNIT TOWNHOME ON 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 N C, N 0 "i C co N N OJ Qj M O T U N 0 a0 N� O Q) N O p m cU ' v Z3 0) 6 — �C: 5: cow E Q N 0 ' 0.0 C;)U o a00 N U) Qa ,. un 0 rn� ,. 0 A'l N C B PC v C P �t�tiiN11� L t9 00 A _ CoopMAen 1Ce (7 ZL 9 _¢/¢p�� asCrn -10 z m N r Z p •� �.'V. cil V. 4 . O J O • DA �- LLzi'� pp e o °AZ ENG %�� �a To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. C)t c� M M Z � M 6 0 Ln Lnrn O 0 dj M CD L ro C F M aC L N Z w -� W Joy LnIn U a Z W � 0 Z WEL0 L, Z<Z O g Z n 0 Q a a ZZ C:) W - Q� J a U � 8 in1--I C)� O Ce o Vl=_ =)ZO T O W W �J T__15- loo 0 = t—I LO Z J i oc �OQ W O Ce Z ^ Z w W aQ C Z Z I---1 � Q a J Q O P o o 'QO�>adZI O� Z LU 0 � � w W Q ??QQ00 WLL or Z 'n O rl r-i I > 0 Z J CL LU aQ�� z o d' U > z 0 SCALE AS NOTED PLOT DATE: 09 / 10 / 2011 VERSION NO. 1001, JOB NO: 11-1260-1263 SHEET NO. 1 i Room 1 Wall 3'-0" 1'-0" 2'-6" 1 9" 2'-0" Room 1 Wall 3 0® 0 3'-6" V-6" 10" CABINETS ABOVE 0 0 0 00 WASHER DRYER (OPTIONAL) (OPTIONAL) LAUNDRY INTERIOR HOMES SHOWER OPTION GUEST BATH Room 1 Wall 4 Room 1 Wall 5 000000 0 DW 0 a�Li�i � ��L'a�7L':� �i•�GG� � KITCHEN - KZ INTERIOR UNITS a REINFORCE WALL @ 36" A.F.F. FOR POSSIBLE SHOWER KITCHEN GRAB BAR PER ADA REQ. REINFORCE WALL 17" TO 19. A-F.F. FOR POSSIBLE H BENCH SEAT BENCT PER ADA REQ 2x6 BACKING Mgt ADA REQUIREMENTS - BATH MASTER BEDROOM ARCH SCALE: 318' =1'-0' 0 Y 0 26-8" 14'-0" 12'-8" _ 3'-8" 10'4' 3'4" 7-0" S-8" 2) 25 SH �= EGRESS SITTING PATIO _ ROOM = - 9'-4" CLG. A.F.F. CONCRETE 9'4' FLAT CLG CARPET © 2868 bo - 2'-0" 7-8„ 2'-0" k 6" <' ----- ARCH-- :-- 1 L1 -- 2868 I I I _ — I I MASTER - 9' 4" FLAT 9-4- FLAT - CLG. BEDROOM CLG. -- 10'4" TRAY CLG. CARPET - - I I TYP. I I It _ 2'-2" 410t 4'-11" S-104" 10 -0" S-3" _ EV - I ARCH (71R&S TO7-8"TOP --------ca OF ARCH}. - i i U) Ca I C WIC i it O DBL. R J 2668 BF 2668 1 27 4' 10'-10" 8080 S.G.D. O LIVING ROOM 9'-4" FLAT CLG. CARPET 13'-04" DINING 9'-4" FLAT CLG. CARPET N 1'-10" 2 O CV Eo in M 0 N HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.OE Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED * SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 00 2 00 �F_: TO �� UNIT 1398 - FLOOR PLAN SCALE: %4'=1'-0" OPENING PRESSURES ENCLOSED -EXPOSURE' (A +33.4 / -36.2 KB +33.4 / -44.8 +31.9 / -34.7 (�J +31.9 / -41.8 ® +29.9/ -32.8 ® +29.9 / -37.8 SEE COVER HO j 20 MPH SEE COVER General notes 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). 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 Wit h 2 gypsum board. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. The exit alarm shall produce a continuous audible warning when the door or window are opened. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. The garage shall be separated from the residence and it's attic by not less than 1/2-inch(12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (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 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. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. N E rn 0 V 5 _ � C. vi E M f— N v o L O 02 00 (K co 2 0 O m o t U Cl) V ( co LL M N 1` 0�N O N U a0 m aim 0Q� 0 A U XP A, �7 �La W ��� �•'•...e, 10. L �Od '}+"""•, M Z o '•+r..... ••01 Ar' /DNA% 04C7\ 0%% 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 � M (V M Z.a�_-'M i 0 V) C) Q � cM O ,—r d -a Ok Q W .0 R3 LL p[ L N 2 z � Z J LU LU LA W LnLn V rl Q Z LU w LL O J LuCoLU ZZ5_� �} V U H M ON 8 O OZ0aV r I Z Q U 2:Q Q Q Z 1� O W~Z W � r� W O 0a Uo O�� �o T� MO jW N Ha0Z@ � O � � C w 5 J W NO Lo Z � Q ^ <OQ O LL a Uo00� �Zmo p 1 0 W zo��ozz z O Q < _j ,--1 J o F- OLL�> H W Z LL 0a W W O LL Z Q 00 a=aoo a�0 CL O J Y W CL aa�X O LL W F Z Z z O g Z) SCALE : AS NOTED PLOT DATE: 09 / 10 / 2011 VERSION NO. 1001 JOB NO: 11-1260-1263 SHEET NO. 2 Room 1 Wall 3'-0" 1'-0" 2-6" y 91, _ 2'-0" Room 1 Wall 3 X, 3" 6" V-6" Or 01 10" CABINETS ABOVE o o�(6 ID Q) 0 WASHER DRYER (OPTIONAL) (OPTIONAL) Z� L LAUNDRY INTERIOR HOMES SHOWER OPTION GUEST BATH Room 1 Wall Room 1 Wall J,10° 2'-9" k,10" L J,10° r-o° KITCHEN - q INTERIOR UNITS REINFORCE WALL @ 3V 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 2x6BACKING Mgt ADA REQUIREMENTS - BATH 0 T T N. ON 0 O CID n is 60 ifl ozA 14'-0" A 12'4" it 3-8" 10'4" It11'-8" -010 3'4" 7'-0" It 3'-8" 01 (2)25 SH l C EGRESS - COVERED PATIO - 9'4' CLG. A.F.F. CONCRETE MASTER F ,0'-,0"BEDROOM 808o s.G.D. -N 9'-4" FLAT CLG. 1 CARPET - CC L1 12'-11 1 L1 5-114" 2868 X ME= 2868 I MSTR. ED BATH I WIC 9'-4" FLAT CLG. I TILE ir I I I I M I I I I I R&S fn LIVING ROOM 9'-4" FLAT CLG. CARPET 7" 13'-04' DINING 9'-4" FLAT CLG. CARPET N in 2868 ATTIC `° FOYER L ACCESS--- 9'-4" FLAT CLG. TILE BEDROOM 2 -- Ina 3068 G.T. 9'-4" FLAT CLG. CARPET - © ENTRY -- -= 07 9'4' CLG. A.F.F. N - - CONCRETE 1-CAR GARAGE EGRESS - 9'4' FLAT CLG. , CONCRETE (2) 25 SH - �-- - � _ G.T. I 24" 7'-0" 24" 2-8" 9'-01, - - - I I I I I I I K I CID 1 27'-4" 11' D S3 60 (V M 0 N 0 r HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2' FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 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 (2) - 2X4 #2 SYP W/ 112" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required "VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS UNIT 1399 -FLOOR PLAN SCALE: Y4"=1'-O" OPENING PRESSURES ENCLOSED-EXPOSURE"C" A +33.4 / -36.2 © +33.4 / -44.8 +31.9 / -34.7 OD +31.9 / -41.8 ® +29.9/ -32.8 ® +29.9 / -37.8 Go SEE COVER 20 MPH SEE COVER General notes 1. If water based ceiling texture material is used, Provide Yi' 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). 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 it's attic by not less than 1/2-inch(12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (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 cannotpass WALL LEGEND 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) A G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. 10 0 N C lJ 0 C: V C l F- N N M 70 M O 0 N co U 0 O N NNi- ono 0 N cc M M d' U 70 �_O N (6 LL M O O cNY U �0.0� 'Qo El (D < FZ rn 0 A D N C B D C �{M G ilnJ P 0 D. off•- L ~ g I CIE ai .� _ e - W•7 fD .Q LL d LO aM• ' Mg ; �•y_ UMt) Z 24 ORDPrb• 'a ' APA L ENG Nl � �6J®111 11110 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 '_q (M fV M Z�ij O 1.0 � M �C:) C) M N a .L fa � > LL � L N Z 4-J 0) fu LU-1 LU C) ui L U ri Q Z LU wLL0 J LUZ ~ COZ 5iL wY 0 O0pZaU>- Q 0 Z U Q Q T _ Z W Z C:) g WW QE J 7-i aaU 88o 0 U-) 0 Ti V~ Ce0LLI N Z@ 1� 0 L ■ � c aw J lrl W N 0 1 Z Lz Q JJ y, -�` J Boa Q Z U a O 0� o Wo00� �0Z;o 0 o�Wc� z 0 Za�0Zz W LOUp Z uo p aO J Ha -aJU W Q v 1--I �--� z LL. `� O> 2E O a wWOu-ZQ ON u- 0 �"'� T" J31�YW ¢ 0. Z C) ILL LUV) z Z D z 0 g SCALE AS NOTED PLOT DATE: Qg 10 / 2011 VERSION NO. 1001 JOB NO: 11-1260-1263 SHEET NO. 3 T-3" T-3" 6'-10" op KITCHEN p EXTERIOR UNITS CABINETS ABOVE REINFORCE WALL 36 A.F.F. F@OR POSS FOR POSSIBLE SHOWER KITCHEN GRAB BAR PER ADA REQ. REINFORCE WALL 0 0 o O o 0 0 0 17" T019" A.F.F. FOR POSSIBLE WALL HUNG BENCH SEAT _ PER ADA REQ. WASHER DRYER (OPTIONAL) (OPTIONAL) / I �L LAUNDRY EXTERIOR HOMES SHOWER OPTION GUEST BATH 26 BACKING MB2 ADA REQUIREMENTS - BATH 0)O H- 60 00 r ~ q 00 27-0" 14'-0" _ 13'-0" 3'-8" 10'4' 11'-8" A'4' (2) 25 SH EGRESS MASTER BEDROOM 9'4' FLAT CLG. CARPET 2868 ----- I COVERED PATIO 9'4" LG. A. F.F. CO CRETE 2'-0" I 8080 Q.G.D. I LI ING ROOM 9'4" LAT CLG. RPET I A S3 M 60 (V 0 - H -- ----- N 9'4'FLAT CLG. TILE 9'4' CLG, A. F. . REF 2068 BF CONCRETE 1 I I Q F, K 1 00 �s M 9'-5" _�, sy io ih �I KITCHEN 9'-4" FLAT CLG. STUDS 11 42" HIGH 12" O.C. p TILE KNEEWALL _ _ r SINK w/ G r N DINING S3 DISPOSAL - I o S3 II L° 9'-4' FLAT CLG. r I 1 — — -I - — CARPET OA _D/W I— -0" 9'-111 4" o N r L = Cl) 2 L ---— Q 11 G 5-SH D o F� B! 0 F2'-84 /SH RL(j OD 668 F,ripA.F 6-0.1 ' 4' 4'-0" - o 1-CAR GARAGE 9'4' FLAT CLG. CONCRETE I I I I I I I I I I I I I K I~ S4 C3 I I I I I i 2868 BEDROOM 2 r 9'-4" FLAT CLG. CARPET i 8070 GARAGE DOOR (2) 25 SH O o EGRESS 00 rn N HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS o � r0 =T= -- UNIT 1501 -FLOOR SCALE: %4"=1'-O" OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +33.4 / -36.2 © +33.4 / -44.8 © +31.9 / -34.7 +31.9 / -41.8 �E +29.9/ -32.8 +29.9 / -37.8 OG SEE COVER 120 MPH O SEE COVER General notes If water based ceiling texture material is used, Provide Yz' gypsum board for 16" O.C. Framing, or 5/8" gypsum board for 24" o.C. Framing. Note Y2' sag -resistant gypsum board may be used I.L.O. Of 5/8" gypsum. 5/8" type "X" gypsum board must be installed on garage ceiling beneath habitable room(s). R309.1.1 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 minute fire rated door. Any accessible space under a stairway shall be protected with Y2' gypsum board. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. The exit alarm shall produce a continuous audible warning when the door or window are opened. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. The garage shall be separated from the residence and it's attic by not less than 1/2-inch(12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (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 im 1, 101101 F111111 Is MINEENSEENEEM 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) PLAN_ OA AVOID CONFLICT WITH STRUCTURAL WD.NATE PLUMBING OCOL. co L- (D (D C N � U 0 V C 10 N v no ° 0 (DCM O N _ O ° co O'R (A (t m c'3 U -� 0; rn _o — 0 N ��m Ca i OY ce N O ID Y IZ C)U ' °o. ro 0 �a� rn � 0 A B D® N C 8 D G P ID o�/llllt/ Z J &q a Z, j °u_ LLF Z 0 l6 r W Z ® N Wd' 4\j s t✓ J\ 4©RIDP�k, e°eeeeee•e To the best of the engineellal"t 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 rl � N M Z � ct i � �o k C) O Q tM a �' C. M I �0MI Z fa LL r1-1. L S N `J Z = 4-J Z 0) I J W Joa) Lf') N InIn U r-I Q Z UJI w u- 0 J ui ZzS� Qw8 pzr r1 ZaO Z Q Q U 2:Q 9 T� _� Z w Z �g�bW, T1 U 2 Q w N �nOZO J T O LU W = w �J � N O Lf i J z L J $ Boa Q Q O 0 a w000� i=~ZWU- Q O O°w�H Waoo0o Z O w Q Q Q :5 � w a 1- 4 ,� r-1 Z � ga O a u- Z LU Ip r uj w° Q a x o i =ate"o N - OaaF-� ° Z a J Y w z Q u- LU Z Z Z Oo g SCALE: AS NOTED PLOT DATE: 09 / 10 / 2011 VERSION NO. 1001 JOB NO: 11-1260-1263 SHEET NO. 4 N N N u � � vi C a! t0 H N - Lz � o � o�00 O N N N ru 00 m l� � U -0 -0 P � O Y O C r6 cZLLM1 M Y i 0 Y N O - N U CIO tm 0OD o a00 ' �< It 0 A B D_ D®� N C B D C p. a p � O Z W t►ls � N Z \��� J �fw of f•fff •f S2 /\• %'tiffr O � N Z LL O .> fm L � o �+Op lIJ`Aso ff�J U •Q* vt 4 To the best d e k p an4: understanding, Vol uc I n \\\ specifications compl�da Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O '- M N M z:a't'M � (n O H fM O 0*1 3 �N z W J WC:) ro Ln U Q z W W'2o J z Wmtz v��vio0 F z� r-I rl z> QVO�¢ z 0 =�-Lb l7ZpraLu +� o,a'�,o w N I-a0zOO LU z J O L ■ ■ j O JJi/ '_T-4 T J < O Q Q p azUin Lu LOUIn Z OOW�H zaMoZz z Cw7wOz00r Q a J Q v Qr fs F� Z ~ f- ll.l Q U O � > w 7� o Li LUWOLLZQ >>aoo rl V) LL z O� p `_ J LU l!J QQ~� '� _! w F z D g z O m SCALE AS NOTED PLOT DATE: 09 / 10 / 2011 VERSION NO. 1001 JOB NO: 11-1260-1263 SHEET NO. 5 t 1V-0"A.F.F. PLATE HEIGHT 9'-4" A.F.F. - - - - PLATE HEIGHT ------- 7'-0" A.F.F. WINDOW HEADER HEIGHT ------I 6"SCORED BAND 12 6� NON-FUNCTIONAL GABLE VENT 4" SCORED BAND 0'-0" FINISHED FLOOR a e 8" SCORED BAND 11'-0"A.F.F. PLATE HEIGHT 9'-4"A.F.F. — — PLATE HEIGHT 8'-0"A.F.F. _______ DOOR HEADER HEIGHT 7'-0" A.F.F. WINDOW HEADER HEIGHT 0'-0" FINISHED FLOOR I — CEMENTATIOUS TEXTURED FINISH TYPICAL ININININI ININIMINI t t: ROOF TYP. -ElElP CEMENTATIOUS TEXTURED FINISH TYPICAL 6" SCORED BAND _ 12 61 r III fm FRONT ELEVATION SCALE: 3/16" =1'-0" CEMENTATIOUS \_CEMENTATIOUS \_CEMENTATIOUS TEXTURED FINISH TEXTURED FINISH TEXTURED FINISH TYPICAL TYPICAL TYPICAL REAR ELEVATION SCALE: 3/16" = 1'-0" GENERAL NOTES VENTILATION CALCULATION FORMULA =FBCR 2007 Sec R806.2 S.F / 300 (1/300) / 2 (INTAKE vs EXHAUST) *144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH REQUIREMENT UNIT-1501 UNIT-1398 UNIT -1399 1901 TOTAL S.F. 1763 TOTAL S.F. 1763 TOTAL S.F. 457 SQ. INCHES 424 SQ. INCHES 424 SQ. INCHES OF VENTILATION OF VENTILATION OF VENTILATION REQUIRED REQUIRED REQUIRED ROOF CRITERIA 12" OVERHANG U.N.O. PLUMB CUT FASCIA ROOF PITCH PER ELEVATION G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. R703.6 Exterior plaster. R703.6.1 Exterior use of portland cement 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. c N N co 0 V 0 O v 2 M Orn N. U0 omo 0 _ m co 4 U 0) m c r6 T�� aai O N C\I Y U p a 00 o a a°po ' 0 �¢� 0 �- 0 A U N C B D C o XIPCG `,j%j11111/Jjj; l A. 8 ��_ ee eteeee W �•e• C� �° 9,o � ✓® �`° N M �' J+� r oco •t deQ rn .o u e O •eo. • ��® W� P IIF—N,C To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. C) .r-q M N M � Z M 0 V) 0 to LO O Q � IM Q •� ca ' Q Q) O M L N zp1 fu J W W �C:>a) Lr) N LnLn V Q z W WLLCo J w co z U Lu T-I Lno0 pzY'0zaU Za<U2: C)U Z p k a W i 1� age o0 UF-apzLu r-I w J O Uj T--i � z � p NO P: T _ > ��zW J Q w Boa a O Q voOJO� 0 z Ce o Q w w Z a��ZZO Z w z O g U J Lu U H Z w¢cg OLL W uuw0LLzQ Q 0 ZD j 01 a z U. Ln N X Z JJ 1 W QQ�� O O Z LL O W / Z N g z O L.L SCALE AS NOTED PLOT DATE: 09 / 10 / 2011 VERSION NO. 1001 JOB NO: 11-1260-1263 SHEET NO. 6 i. ... ',d;e•s1,6�n:i IIiL.-,i.11l t uB I, ;i,.,: �t:!;:.� - - -I -I�_ �I I 1--T1- 6" SCORED BAND 11'-0" A.F.F. PLATE HEIGHT 9'-4" A.F.F. PLATE HEIGHT 7'-0" A.F.F. WINDOW HEADER HEIGHT -------------- 0'-0" FINISHED FLOOR 8" SCORED BAND CEMENTATIOUS TEXTURED FINISH TYPICAL 6" SCORED BAND SHINGLE ROOF TYP. 8" SCORED BAND LIE11-BLI- s SHINGLE ROOF TYP. 6" SCORED BAND CEMENTATIOUS TEXTURED FINISH TYPICAL 8"SCORED BAND LEFT ELEVATION SCALE: 3/16" = 1'-0" 6" SCORED BAND 8"SCORED BAND RIGHT ELEVATION SCALE: 3/16" = 1'-0" _ _ 11'-0" A.F.F. PLATE HEIGHT _ _9'-4" A.F.F. PLATE HEIGHT 7'-0" A.F.F. 0'-0" FINISHED FLOOR 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-1393 UNIT —1399 1901 TOTAL S.F. 1763 TOTAL S.F. 1763 TOTAL S.F. 457 SQ. INCHES 424 SQ. INCHES 424 SQ. INCHES OF VENTILATION OF VENTILATION OF VENTILATION REQUIRED REQUIRED REQUIRED ROOF CRITERIA 12" OVERHANG U.N.O. PLUMB CUT FASCIA ROOF PITCH PER ELEVATION G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. R703.6 Exterior plaster. R703.6.1 Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926. R703.6.2 Installation of exterior lathing and framing shall comply with the application requirements of ASTM C 1063. R703.6.3 Where cement plaster (stucco) is to be applied to lath over frame construction, measures shall be taken to prevent bonding between the cement plaster and the water resistive barrier. A bond break shall be provided between the water resistive barrier and the cement I t r (stucco) consisting of one of the following: ase su p ( ) 9 9 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. 4' 4' 9'-4" 9'-4" 4' 4' 9'-4" 9'-4" 4' ROOF VENTS SCALE: 1/16" = 1'-0" N N 0 0 C: vi E nS F- 0 N N 4-OM0 0Mo U N O yN�. _OMO O O ai 7C3 N rn .o (D C)N E (CZ EL- M � oYN O U �0.o0) ' 0.0000 (n < rn � 0 A N C B D C -a C p B D®soffit � N Ar- M�I J� N •H..• �. • Ely' �f m 00 .� co _ 56 N 1 0z z • CDE op m•� CD CD '� •°� 1dDRl0P.• tC To the best of the er�"I. now�g tOA understanding, the structur$,00 specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. N M M Z M O o to � �M O IC N r -- a .L f �- z fo LL N oC z '. z fu z �' W LUI •J C:)rB Ln _N L V Q Z W � O Z w � O J W ZF-14d UH�Nno �+ VOZ>- ZaU rl z Q¢ Ov a Q C)O 2�z- W ~Z z p� : w ' ag cc, TI TI Uo Opp �p U = O w N �aOzO �--I C)L ■ � LLJC w j J W J W NOo �= � Q z> III 1�� J J W W � Q Z U a O W I— a w 0 0 0 E ~ m LLO Z W OOWZ �f- (D z O Q Q J a C)W ��>�0a WOLLzQ LJJ C)i Z =�Q00 cyoWa O ,--I JCeYLu a Q 1 O \y' V = LL w V) .. '� Z z O _V g OC SCALE AS NOTED PLOT DATE: 09 / 10 / 2011 VERSION NO. 1001 JOB NO: 11-1260-1263 SHEET NO. 7 - -1 7- -- 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 type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2008 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2008 NEC, 406.11 8. R313.2 1 carbon monoxide protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R313.2.2 3 combination alarms: combination smoke/carbon monoxide alarms shall be permitted if each meets the applicable UL standard. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. I ELECTRICAL KEY I DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET W.P. 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 $4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE 0, RECESSED INCANDESCENT LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION Mn ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) so SMOKE DETECTOR UNIT 1501 NIT 1399 UNIT 1501 UNIT 1398 CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) ❑TV TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT IM ELECTRIC METER JEEL ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) 7 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. FAIR HOUSING ACT REQUIREMENTS: OPERABLE PARTS OF THE CONTROLS FOR LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIROMENTAL CONTROLS MUST BE LOCATED NO HIGHER THAN 48", AND NO LOWER THAN 15", ABOVE THE FLOOR. IF THE REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE, AN OVERHANGING SHELF) BETWEEN 20 AND 25 INCHES IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FOR FORWARD APPROACH; OR 46" FOR SIDE APPROACH PROVIDED THE OBSTRUCTION (FOR EAXMPLE, A KITCHEN BASE CABINET) IS NOT MORE THAN 24 " IN DEPTH. OBSTRUCTIONS SHOULD NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL. SMOKE DETECTORS SMOKE DETECTORS SHALL BE IN ALL SLEEPING AREAS, SHALL BE INTERCONNECTED, SHALL BE WITHIN 1' TO 3' OF PEAK, AND SHALL BE 3' FROM THE SUPPLY OR AIR STREAM, AND EQUIPPED WITH BATTERY BACK-UP. ALL SMOKE DETECTORS TO BE ARC -FAULT PROTECTED. ELECTRICAL PLAN SCALE: 3/16"=1'-0" fn .N N lJ � 0 W "i C I— Q) N , Co)CS,0 0 � 000 0 0 0 v � _ a) 00 N CFLCO i Y N O a) C) CLo°' o a 0000 Rifnaiz- rn � 0 A B 0 D® N C B D C C P o N N _ LO C Z W r '-6.2 j pp T OCVWam Z Cv LL VC CN OZ �T aJLL <W ' Z OZO 0 M_ ILLZ a z g a O m d _U W LO O v 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 � M N M Z M O � 1 > � C) M 00 > a L f Q 0 LL Z Z 0) 170 Z LU W J Ln a) Un U Q Z W 0 Z Woo J m Z 5 Z w U� - < O pZ>_ 1—I ZQQUaQ �--I C:)�gW =�Zw~z �w �--I rI 0�000 U = O w N H a O z Qo z O W ,--1 37 lD NO � z i J Q Lu (]Lu O ce a z U000� ��W_Zmo 1 J oow&l- Waoo0o z W o � ~� Z X L2 U_>~O a w o W 11 � >>Qoo 1� _V N �O Z Q OC oF- rl I Ja Yw aQ~� o U W � z w g W z W SCALE AS NOTED PLOT DATE: 09 / 10 / 2011 VERSION NO. 1001 JOB NO: 11-1260-1263 SHEET NO. 8 METER BANK (SEE ELECTRICAL RISER DIAGRAM) PROVIDE A MIN. 12" VERTICAL SEPARATION FROM ANY /ALL UNDERGROUND UTILITIES 1-1/2" PVC w/ (3) #2 AWG cu CONDUCTORS (1) #6 AWG GND (TYP. TO UNIT PANELS) 125A, M. L.O. 300A, M.C.B. M 120/240V I P, 3W 120/240V 125A NEMA i IP3W NEMA 24CKT. 3R 32KAIC M TYPICAL FOR ALL UNITS 125A METAL 1/0 CU BARE THRU-OUT COLD WATER BLDG PIPE STEEL 5/8" x 10' CU GND RODS 0 C. 0. L. XFRMR r 00 MCM AL CONDUCTORS 4 UNIT RISER DIAGRAM_ Fol I� METER BANK (SEE ELECTRICAL RISER DIAGRAM) PROVIDE A MIN. 12" VERTICAL SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES UNIT 1501 NIT 1399 NIT 1398 UNIT 1501 ELECTRICALSERVICE PLAN L 0 C cC M ,i E i-- N 4J ty 'd M C)M 0c)000 O O M p E N m U a 5 O , N Cr) N LL CI) M Y L 0 � N O a) U r QO o a o000 �QiZ- 0 A B 0 D. N CB D C G P O v N N Wj r�oF- (1) Lf). 0 2Z -- -- W a > a 0 C- �rn Lu aWim� Zc 0 M Z 6 3:N YI f0 4LLN ��� � Z z m r r Q W Q 0 a a U X O v 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. m tV M z :Lj M 0 O (n j r, o 0 N M O Q 'i a � 0 � fu N Ce N z � " -C CF11 ru J LZLI W-' Ul a) Un U a z w 0 Z wLL0 J uJZF-tea m Z Z > v w p Z> z a U 7� ZY QU�Q Z T� 2 w � Z C:)L9Zpt a W g w a' J SED N U�apzO rl O■ ■ ■ LU�w J TI\L� z� O Q J = ,-� Ln z T W J U ce0Q w F- ^ _ O Z U 0 I..L wmoo0 UF-Z w 00L"�F' Zooin9Zz z Vi wWinZ00 T� z a O> LL ~O a LL LU W U < D=aoo ce LL ¢ NVp Li rl I W J Sew a zo o C) U < Z J g z LLJ JO SCALE AS NOTED PLOT DATE: 09 / 10 / 2011 VERSION NO. 1001 JOB NO: 11-1260-1263 SHEET NO. 9 — - - - -- - - IP'i� __T. __T--Tf-----TT I � i -f i �- 1 ri :111O❑ n UNIT 1501 NIT 1399 NIT 1398 UNIT 1501 GRILL SIZE DUCT SIZE 7 10x6 301 AIR FLOW HVAC PLAN SCALE: 3/16"=1'-0" to L .N lJ � C _ C07 "i E f- N M O U O y)Cj (0 O � 00 V1 p m : U o C: N E2 c N Y Q N O U L 0. O 00 o o0 ' . cna� 0 B D.XPG N O v N Z W a 41 .- N oe H 7 0�0o T O Z �p J. N LL W airNiv QLLii N � t� � Wa Z O C N 4 � O T d Qrn Z 5O Z z '@..10N 044 g my O m LL Z Z�� O W LO O v 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 M N M Z M O O �M O Q QJMI� ri a .L fu 1cCL G �L L N Q �+ a)I� Z LU W O cv LnLn U Q Z W WLLo LU 0- Z W m Z 4 aw�E o �.{ V" Z>- z a ZX rl z >- z<8 �--I LL'~z O z W O J 02 O�OUo T� U 2 0? w N H a z Q CD ■ ■ � 0 z j J J 5- to cv 0 to_ Lr)z a^ WOQ <he I.. L O U W 0 U�zmo Q W 0zZ Za'"Z z Lu aQ -jQU� I --I 00 H ,-1 z z x 112>9Oa W Ou_zQ w 0 Q W ? Q O D aoWa T I LL JheW O Z O LL z O g 1-4 J SCALE : AS NOTED PLOT DATE: 09 / 10 / 2011 VERSION NO. 1001 JOB NO: 11-1260-1263 SHEET NO. 10 — I I 1 11 1 1 1 1i I I I I A I I' W.W.M. PLACED IN UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 OR FIBERMESH REINF. SLAB THICKNESS SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN 10T-411 01 lo -' - 01 :_u J T, N d 01 CONTROL JOINT DETAIL01SCALE: 11/2"=1'-0" �, 1 .0 N 2'6"z76'z1'-040 2'6°x2'6"z1'-0. w/ (3) #5 E.W, wl (3) #5 E.W._7 00 60 #5 CONT REINF. SEE FND. FOR OP 00 QUANTITY #5 X 25" X 25" s, - o 0 CORNER BAR ONE T FOR EA. HORIZ. REBAR, TYP. U.N.O. cla ems} r A A S3 S3 TYP. TYP. o b 1 TYP. CORNER BAR PLAN DETAIL SCALE: 1112 -1-0 0 Cl) oi O M L M 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 j�FOR- DOOR.o\ CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS ANDF- NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES 0 O N 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) ;- C 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 o TO NOTES) i 7 4 CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS.04 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE. o o 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) LO 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 FOUNDATION21)o T I r M _1 M ic> u? in M u) M 10 FOUNDATION PLAN SCALE: 3/16"=1'-0" C.J. -Z. M all NJ 0 26'-8" 27' 0" 27'-0" _ 26'-8" 13'-0" 13'-8" 13'-0" 14'-0" 14'-0" 13'-0" 13'-8" 13'-0" 3'-8" 7'-0" 3'-0" 3'-8" 7'-0" 3'-4" 3'-4" 7'-0" 3'-0" 7'-0" 3'-8" N L A A L N L TYP. AT S3 S3 53 S3 S3 S3 L TYP. AT S3 LANAI t t S3 LANAI 2' 6' x 2' 6' x 1'-0" 2'-6" x 2' 6" x i'-0 ■ I I ■ w/ (3) #5 E.W. / r \ p wl (3) #5 E.W. I � ■ ■ I #5 (2)#5VERTICALS WIIN FILLED CELL (2) WIIN FILLED CELL o r T (2)#SVERTICALS PROVIDEI z'RECESS FOR (2)#5VERTICALS T I I I ■ I� WIIN FILLED CELL _ \\ DOOR. REFER TO MASON'S WIIN FILLED CELL ■ I I (2)#SVERTICALS PVC NC CHASE SCOPE FOR WIDTH � PVC A/C CHASE (2) #5 VERTICALS WIIN FILLED CELL c 2'-6°-8" _ 2'-6" - WIIN FILLED CELL � II // ■ \—\� � 2'-8" 8'-8" 1'-8" i — — — * — — I I 1'-8" 2'-8" /-31/Y C.J___ _ ■ ■ iifl // ■ \\ ■ T — —_ � � - rn N N CJ 5 � � vi C 0 Cl) H I N 4-� O 0�000 'u rn O � O N � _OMO m tSi CF U C � N � T-;; 111— —I- - - - - ---- --- - - ---- — (2) U WITF NAIL 1/4") BOLL CON ROOF FRAMING NOTES SHINGLE ROOFING SYSTEM (SEE ARCH.) OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. SEE PLAN FOR TYP. ROOF SLOPE = 6:12 TYP. U.N.O. UNIT 1501 UNIT 1399 UNIT 1398 UNIT 1501 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2", B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 650 10 - 8d X 1 112" D H3 455 320 8 - 8d RT3 550 475 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1200 1120 10 - 10d X 1 1/2" F HHETA20 2235 12 - 10d x 1 1/2" G H10 990 850 16 - 8d x 1 1/2" RT16A 1030 1030 9-10d X 1 1/2% 8-10d H MTT28B 4455 1_ 4455 24-16d MTS27B 4685 4029 24-16d J 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 HD A * 3705 31 3/4" DIA. BOLTS TD5 4180 3594 2 - 3/4" DIA. BOLTS M HD6A * 4405 3680 7/8" DIA. BOLTS TD6 6655 5779 3 - 3/4" DIA. BOLTS N LUS26 1165/1115" 780/875 ** 8 - 10d x 3" JUS26 510/740 440/695 8-10d P HUS26 1550/3325 ** 1550/2540 ** 20 - 16d x 31/2" THD26 1875/3040 1580/2365 Q HUS28 220/5970 ** 2705/4510 ** 30 - 16d x 31/2" THD28 2330/3965 2015/3430 R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 905 14-1 Od S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 905 14-10d T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 905 14-10d U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" A W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS LUGT2 1850 1810 (16)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS "XII HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1315 24-10d X 1 1/2" SP1 585 535 10 - 10d SPT22 715 8 - 10d CP7 1OAR R(K 17 - 1Orl C PT9A R9F if) - Ind GT-2 -10d HCP2 605 520 12-10d X 1 1/2" 1(5) - MINIMUM 3" MEMBER :DGE ** REACTIONS ARE FOR ROOF LOADS ONLY :ACH *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE :TOR THE PLP,,rE ,-'OFF OF THE TRUSS. ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 4811 OC. M IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 55 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 T-0" ON A HORIZONTAL PROJECTION. t 2 PLY CARRIER x CONT LEDGER IRDER TRUSS (2) BOLT EACH SIDE N OF GIRDER T 1 N -I GALVANIZED 5/8" DIA _ ! ANCHOR BOLT WITH HOOK _N AND 6"EMBEDMENT INTO 1211 611 6" 611 fV BOND BEAM AND 2" x 2" x O.C. #1 MAX. 1/8" PLATE WASHERS, TYP. STAGGERED ELEVATION A -A 8 x 16 BOND BEAM REINFORCED WITH (1) #5 CONT. EACH COURSE GROUTED SOLID I A (2) - 2 x 8 SYP. P.T. LEDGER - CONT. SEE D1 FOR L-1 ADDITIONAL INFORMATION TRUSS (SEE PLAN) CMU WALL (SEE PLAN) SECTION AT LEDGER ROOF FRAMING PLAN SCALE: 3/4"=1'-0" 12 SCALE: 3/16"=1'-0" AL 9'-411 BOTTOM OF TRUSS (A) I OR 2 PLY ;ARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS N ,) N N a U _ "i C It--O of co v EM00 M u N O 00 M 0 O a) .0 0 ro 00 ~ N �C co L— s` 0Y N O N U 0 00 o 0- (nQr 0000 LO It O t 6 A B U D. N C B D C C P rn to .� .LIC. ' CM , �1 ��„ C �J ® yN�. anti// 1 - Aja 0) s 00 'yam O�ww "'+++.+++` w i To the best of the engfn4p �Cggl��l$iid ��n the understanding, structural p a and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O '-q M N M Z M co o CQ 'i fa G a f N z �N i _t_- z 0) (0 J C LULU J O Ln 0) N Ln U Q Z Z W o WLLo J Wm :, OL �}. V UHg"na0 Z>. z Q U z <U2:< _�—w~z C) O� T� :5 o-j 0403�0 T I U 2 p S) w N I—a0zpp O Uj z LU ,r--1 NO Lqz Z J k Q Lu F- p J azSo Wo00� ~ 0 Z Ce O w za0OZZ Z (LU QLU z00 Z �0>4a~Oa W 7� 0 Q wWLuxo< ��W5o >>QOf o Z I..L O a LL W J CL a (L O LL W V) Z 0 g z O OC SCALE : AS NOTED PLOT DATE: 09 / 12 / 2011 VERSION NO. 1101 JOB NO: 11-1260-1263 SHEET NO. 12 GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. * LINTEL MINIMUM DEPTHS ARE CALLED OUT. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. << Q�V<A ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D % 1-1/2" CLEAR C.M.U. w w coUN mPaWW !i wCo 00Z o�aZi N _J �r1 o W _ ap w rn 5 REBAR AT BOTTOM Z ¢ ? _ -- MIN. (1) REQ'D LL 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 0 0 n O O O O n n O O 1. Hater to manufacturers speclfcations Tor installation. r r TYPE DESIGNATION 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturers specifications. F = FILLED WITH #5 REBAR AT TOP 3. If lintel is scratched or damaged refer to Powers Steel for repair. GROUT / U = UNFILLED IN.. (1) REQ'D 4. Lintel depth to match precast depth. One #5 Bar required top and R = RECESSED 1.1/2" bottom of all Powers Steel lintels. CLEAR 5. A bonding agent must be applied to the Steel Box lintels prior to QTY. OF #5 REBAR @ BOTTOM o applying the cementitiuos coating. See contractor specifications for installation instructions. O 2 o O OF LINTEL CAVITY F approved manufacturer products and ,� o �� J W C.M.U. a w 8F16-1 /1T 2 a �� r� 0 � 1 1 1 ,` z GROUT (2) ROW 10d NAILS mo AT 6" O.C. NOMINAL WIDTH QUANTITY OF #5 REBAR AT 4 :.. #5 REBAR AT FIRE RESISTANT PLYWOOD FIRE RESISTANT PLYWOOD O u_ _ X oo a0 o LOB LL BOTTOM OF 4' EA. SIDE OF PARTY WALL 4' EA. SIDE OF PARTY WALL TOP NOMINAL LINTEL O,00 o CAVITY r HEIGHT BOTTOM REINFORCING 8� PROVIDED IN LINTEL J 7-5/8"ACTUAL (VARIES) IIN Nil N V 4 MATERIALS GENERAL INSTALLATION NOTES 1. fc precast lintels = 3500 psi. 1. Provide full mortar head and bed joints. 2. f'c prestressed lintels = 6000 psi. 2. Shore filled lintels as required. 3. grouted per ASTM C476 fg = 3000 psi w/ 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. maximum 3/8" aggregate and 8" to 11" slump. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 5. Concrete masonry units (CMU) per ASTM C90 w/ vertical cell reinforcing and grouting. minimum net area compressive strength = 1900 psi. 5. All lintels meet or exceed U360 vertical deflection, except lintels I T-4" and 6. Reber per ASTM A615 Grade 60. longer with a nominal height of 8" meet or exceed U180. Prestressing strand per ASTM A416 grade 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 270 low relaxation. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 7/32 wire per ASTM A510. 8, Cast -In -place concrete may be provided in composite lintel in lieu of concrete 8. Mortar per ASTM C270 type M or S. masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Florida Product Approval No. 158.1 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (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 n o ' O 8RF6-0B/1T 8F8-OB/1T U '0 o" O O O O O O 81RF14-113/1T 81`16-113/1T 81F16-013/1T e . O O O O a 8RF22-1B/1T 81`24-013/1T O O O O O O 8F28 0B/1T 8R30 013/1T O O 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. BOARD/ROOF 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) ENG. WOOD TRUSSES WITH VERTICALS SPACED @ 16" O.C. TYPICAL PARTY WALL DETAIL SCALE: 3/4" = V-0" PARTY WALL ENGINEERED WOOD TRUSSES W/VERTICALS SPACED @ 16" O.C. EA. SIDE OF PARTY WALL @ 8'-0" O.C. SEE 1/SS S ENGINEERED WOOD GYP. BD. @ CEILING TRUSSES @ 24" O.C. USP HTA20 @ 48" O.C. ALTERNATING FROM EACH TRUSS SINGLE COURSE 8" K.O. BLK TIE BM. W/ (1) #5 BAR CONT. 2 HR BLOCK D-2 LINTEL SCREEN 8" CMU WALL BARS O.C.VERT. @ 6'-8" O.MAX, 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 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. CLEANED COMPACTED r ` & TERMITE TREATED FILL r V-8" x V-8" CONC. FTG. 1, 8„ FOR GRADE BEAM W/ (3) #5 BARS. CONT. FOUNDATION ONLY: ADD (1) #5 BAR @ TOP & HAVE #3 TIES @ 48" O.C. 1 TYPICAL 1 STORY 2-HR. FIRE RATED PARTY WALL SCALE:3/4"=1'1)" 1. CONCRETE BLOCKS* -VARIOUS DESIGNS. CLASSIFICATION D-2 (2 HR). SEE CONCRETE BLOCKS CATEGORY FOR LIST OF ELIGIBLE MANUFACTURERS. 2. MORTAR - BLOCKS LAID IN FULL BED OF MORTAR, NOM. 318 IN. THICK, OF NOT LESS THAN 2-1/4 AND NOT MORE THAN 3-1/2 PARTS OF CLEAN SHARP SAND TO 1 PART PORTLAND CEMENT (PROPORTIONED BY VOLUME) AND NOT MORE THAN 50 PERCENT HYDRATED LIME (BY CEMENT VOLUME). VERTICAL JOINTS STAGGERED. 3. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER - ADD 1/2 HR TO CLASSIFICATION IF USED. WHERE COMBUSTIBLE MEMBERS ARE FRAMED IN WALL, PLASTER OR STUCCO MUST BE APPLIED ON THE FACE OPPOSITE FRAMING TO ACHIEVE A MAX CLASSIFICATION OF 1-1/2 HR. ATTACHED TO CONCRETE BLOCKS (ITEM 1). 4. LOOSE MASONRY FILL - IF ALL CORE SPACES ARE FILLED WITH LOOSE DRY EXPANDED SLAG, EXPANDED CLAY OR SHALE (ROTARY KILN PROCESS), WATER REPELLANT VERMICULITE MASONRY FILL INSULATION, OR SILICONE TREATED PERLITE LOOSE FILL INSULATION ADD 2 HR TO CLASSIFICATION. 5. FOAMED PLASTIC` - (OPTIONAL -NOT SHOWN) -1-112 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 O l -+ MIN. MIN. MIN. MIN. G UNIT 1501 UNIT 1399 UNIT 1398 UNIT 1501 1. TRUSSES -TWO REDUNDANT LOAD CARRYING PARALLEL CHORD TRUSSES SPACED 6S/8 IN. APART FABRICATED FROM NOMINAL 2 BY 4IN. LUMBER SPACED 16 IN. O.C. ORIENTATED VERTICALLY. TRUSS MEMBERS SECURED TOGETHER WITH NO.20 MSG GALV STEEL TRUSS PLATES. PLATES HAVE 5/16 IN. LONG TEETH PROJECTING PERPENDICULAR TO THE PLANE OF THE PLATE. THE TEETH ARE IN PAIRS FACING EACH OTHER (MADE BY THE SAME PUNCH), FORMING A SPLIT TOOTH TYPE PLATE. EACH TOOTH HAS A CHISEL POINT ON ITS OUTSIDE EDGE. THESE POINTS ARE DIAGONALLY OPPOSITE EACH OTHER FOR EACH PAIR. THE TOP HALF OF EACH TOOTH HAS A TWIST FOR STIFFNESS. THE PAIRS ARE REPEATED ON APPROX. 7/8 IN. CENTERS WITH FOUR TOWS OF TEETH PER IN. OF PLATE WIDTH. 2. WALL ASSEMBLY -THE 2 HR. WALL ASSEMBLY MAY BE CONSTRUCTED FROM ANY UL CLASSIFIED CONCRETE BLOCKS*. SEE U900 DESIGNS FOR DETAILS. 3. GYPSUM BOARD* -2 LAYERS OF 5/8 IN. AND 1 LAYER OF 5/8 IN. (ON BLOCK WALL). WALLBOARD APPLIED HORIZONTALLY OR VERTICALLY WITH VERTICAL JOINTS CENTERED ON STUDS, AND NAILED TO STUDS 7 IN. O.C. WITH 8D CEMENT COATED NAILS, 2-3/8 IN. LONG, 0.113 IN. SHANK DIAM AND 9/32 IN. DIAM HEAD. ON BLOCK WALL, NAILED TO FURRING STRIPS WITH 6D CEMENT COATED NAILS, 1-7/8 IN. LONG, 0.0915 IN. SHANK DIAM AND 1/4 IN. DIAM HEAD. AS AN ALTERNATE, NO.6 BUGLE HEAD DRYWALL SCREWS, 1-7/8 IN. LONG, MAY BE SUBSTITUTED FOR THE 6D CEMENT COATED NAILS. 4. BLOCK FILLER -TOP COURSE, 8 IN. KNOCKOUT BLOCK FILLED SOLID WITH #5 CONT. TYP. 5. HORIZONTAL RIBBON - (2) 1X4 PT HORIZONTAL RIBBON. 6. BATTS AND BLANKETS - (OPTIONAL) - MINERAL FIBER OR GLASS FIBER INSULATION, MAX 8 IN. THICK, PRESSURE FIT TO FILL WALL CAVITIES BETWEEN STUDS AND PLATES. MINERAL FIBER INSULATION TO BE UNFACED AND TO HAVE A MIN DENSITY OF 3 PCF. GLASS FIBER INSULATION TO BE FACED WITH ALUMINUM FOIL OR KRAFT PAPER AND TO HAVE A MIN DENSITY OF 0.9 PCF (MIN R-13 THERMAL INSULATION RATING). 7. PLYWOOD -15/32 OR 19132 IN. THICK WOOD STRUCTURAL PANELS, MIN GRADE "C-D" OR "SHEATHING". FACE GRAIN OF PLYWOOD OR STRENGTH AXIS OF PANELS TO BE PERPENDICULAR TO TRUSSES WITH JOINTS STAGGERED. 8. FURRING CHANNELS - MIN 0.019 IN. THICK (25 GAUGE) GALV STEEL, 1S/8 IN. WIDE ON TOP AND 2S/4IN. WIDE AT BOTTOM BY 7/8 IN. DEEP. SPACED 24 IN. OC PERPENDICULAR TO FLOOR WITH A CHANNEL PARALLEL TO AND APPROXIMATELY 3 IN. ABOVE FLOOR AND 3 IN. BELOW CEILING. CLEARANCE BETWEEN VERTICAL AND HORIZONTAL CHANNELS 1.2 IN. *BEARING THE UL CLASSIFICATION MARK UL DESIGN NO. 554 LINTEL PLAN SCALE: 3/16"=1'-0" O N i C .N N u vi C W CM I- CV Q) a) 4-00 0Km O� ON M N Ln N Ln 00 m ttl d U p) p N C LL M N - C D �N o N U , acO O o a00 ' CnQ - to O d' v rn 0 A 0 N C, D C g.XP a BD® t.��, • XV► �� N , is .LJLC���iCYu-��. _ +� f Z * LL •••.••t To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. a O '__1 M N M Z;(L)Ln 'M 0 O > �M 00 Q .L 1 '0� f N N n z faWZ J W O t) lfl N In V Q Z � ZO W J w U_ LU mZl-Cti mil- �Gno pz> Z U rl a of Za¢UaQ T O �-'w~Z Z p a W Wg��oJ U=O�W ~aOZO w O W �J NO Lnz J wa'OQ <(¢cYc��� a O w0000 UV-1inmO 0-LL�LL ' zO'-Q Z Z LU w a(D_J<U W Q Z � W LL r�uwOLLza a0!LU2:0 �?QO� ri vt d Q Z Q ■--I 1 J c Y w Q O O < F- LL j Z z 0 SCALE : AS NOTED PLOT DATE: 09 / 12 / 2011 VERSION NO. 1001 JOB NO: 11-1260-1263 SHEET NO. SPECIFICATIONS 1. CONSTRUCTION: 1. 1. 1. ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-05, ASCE 51TMS 402-05 & ACI 530.1-05, ASCE 61TMS 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 (FIRC), FLORIDA BUILDING CODE (FBC), 2007 EDITION, (INCLUDING 2009 SUPPLEMENT). 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI 1 -02. 1.2. DESIGN: 1.2.1. ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-05, ASCE 51TMS 402-05 & ACI 530.1-05, ASCE 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 (FIRC), 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. DEADLOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCIF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 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. GARAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (WIO 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 PLIF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.& GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 2007 EDITION, AND CONDUCTED BASED ONA120 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-05 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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 DIL + 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 UF 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-1-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 1Y2" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A185-01 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-05 (STRUCTURAL CONCRETE) ACI 530-5 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETIETYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2004 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-03, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W1 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 BrARINGWALLS SPF, fib = 675 PSI, E = 1200 Ksi ALL EXTERIOR FFt . oING 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'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb= 2,950 PSI Ft 1,850 PSI Fc 500 PSI (PERPENDICULAR) Fc 2,700 (PARALLEL) 4.7. STEEL: Fv 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 01. 4.7.4. STEEL TUBING: ASTM A500-03a, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FRC 2007 W/ 2009 REVISIONS, RESIDENTIAL SECTIONS R320.1, R320.2, R320.3, & R704. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-00 TERMITE PROTECTION - PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. IF CHEMICAL SOIL TERMITE TREATMENT IS USED 1 . FRC 105.111- "A permanents n which identifies the termite treatment provider and need for re -inspection an�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 ordecorafive cementitious finish less than 5/8" thick adhered directly to the foundaton 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 pffmanent 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 rainfall occurs before vapor retarder placement, retreatment is required. 9. FRC R320 1.5 - �veiirete over our Ind mortar along the foundation perimeter must e re�move ore exterpIrsoi 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. FIRC R320.1 - AJI buildings are required to have pre -construction treatment. 13. FRC R320.1 - A certificate of compliance must be issued to the building department b 'a licensed pest control company before a certificate of occupancy will be issued. Tg� 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. FIRC R320.3 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C,ACQ-D, CBA-A, ORCA-13 REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. I EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT, 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. BUILDING DATA WIND SPEED 120 MPH WIND IMPORTANCE FACTOR -- (IW) = 1.0 WIND EXPOSURE -- "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 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: GYPSJM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND V/811 DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: THE EOR HAS VERIFIED THAT HEM FIR WOOD STUDS AND FLAT MATERIAL CAN BE SUBSTITUTED FOR SPRUCE PINE FIR LUMBER PROVIDED THE SAME MATERIAL GRADE NUMBER IS USED. ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. C Cn CD U Z 0 C L V� cz cr) C\j I 0 Q) 4- (U C9 E 0 co 0 N OD U 0 .; N - 0 (y) r, E 2 00 0 00 - cr) C -E LL 0 tle a) b c\l r- 0 - 0 0) :3 0 OD co 0 0-00 < iz� 0 I 0) 0 -A H c "ZD,�c C Xpa T, N L .*gL .41 40;. 4 ai. zic U-. wo 10 ca C, Zt o z z cp R1 D NO. To the best of the engine1N*MM_*%Vd understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for ft structural portion of this drawing. C:) fy) Z Ce) 0 1 Q P__4 (n %.0 > r, CD M C:) < fa CL 0 z > LL < Cl) 4-J z 0) fu M � LU LU C:li fo Ln Q) Ln Ln z z LU 2z Lij U_ 0 U.1 Z Ln LU ca z < U 1-- 2: Do 0z �, z < 0 Z 0 CL X < U 2:< Z LzL, ;� z - z (D z 0 r a: W LLJ E Zi U 0 Lo U 0 U u.1 04 0 z C) LU LU M z LU ce r,j 0 LO LU < Ln he < z U 0 0 0 LU �j C-OJ 0 0 Z LL Lu c� 0 (52: -Z 2� W Uj 0 a U z 0 �4 U F- 0 Lu LU 2 > 9 0 LU 0 LL Z < C:) ce - 2: 0 < 0 a =):D Ce 01 (Y LL (n U) z z< 0 Uj a_!,e LU < 0- 2: F- c) �< < z - - Uj > V) Z z 0 SCALE AS NOTED PLOT DATE: 09/10/2011 VERSION NO. 1001 JOB NO: 11-1260-1263 SHEETNO. SN -T ! - -7-- 1 RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) USP HTW20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-011 (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) USP HTW20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING COMPONENT & CLADDING DESIGN PRESSURE (120 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30feet, Importance Factor=1.0) ROOF WALL TRIBUTARY AREA (ft) ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 10 20.9 -33.2 20.9 -70.1 20.9 -70.1 36.3 -39.3 36.3 -48.6 20 19.0 -32.2 19.0 -63.6 19.0 -63.6 34.6 -37.7 34.6 -54.4 50 16.7 -31.1 16.7 -55.0 16.7 -55.0 32.5 -35.6 32.5 -41.0 100 14.7 -30.1 14.7 -48.6 14.7 -48.6 30.8 -33.9 30.8 -37.7 125 14.7 -30.1 14.7 -48.6 r 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 CAPACFFY FASTENERS I CONNECTOR UPLIFT CAPACFTY I LATERAL I CAPACITY FASTENERS (S.Y.P. #2) 1 (S.P.F.) I (S.Y.P. #2) 1 (S.P.F.) MASONRY APPLICATIONS MASONRY APPLICATIONS HTA 16 1615 1585 590 10-10d x 1 1/2" M ETA 16 1450 1247 335 7-10d x 1 1/2" HTA20 1615 1585 590 10-10d x 1 1/2" META20 1450 1247 335 7-10d x 1 1/2" HTT16 4290* 3689* - 18-16d & (1) 5/8" A.B. HTT16 4175* 3695* -- 18-16d & (1) 5/8" AT HTT22 5370* 4618* - 32-16d & (1) 5/8" A.B. HTT22 5260* 5250* __ 32-16d Sinkers & (1) 5/8" ATR LUGT2 1850 1850 - 16-10d & 5-1/4"x3" Wedge bolts LGT2 2150 1850 __ 16-16d Sinkers & 7- 1/4"x2 1/4" Titen LTS19 1390* 1195* - 8-10d & (1) 3/4" A. B. LTT19 1350* 1305* _ 8-16d Sinkers & (1) 3/4" ATR LTT131 2825* 2429* - 18-10d x 1 1/2" & (1) 5/8" A.B. LTTI31 2310* 2310* __ 18-10d x 1 1/2" & (1) 5/8" ATR FRAME APPLICATIONS FRAME APPLICATIONS RT7 585 585 170 10-8d x 1 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 12-10d S PT22 725 623 260 8-10d S P 1 585 535 -- 10-10d SPT24 1085 933 1 260 12-10d SP2 1065 605 -- 12-10d SPT4 1075 924 - 6-10d x 1 1/2" SP4 885 760 -- 6-10d x 1 1/2" S PTH4 2150 1849 -- 12-10d x 1 1/2" S P H4 1360 1170 -- 12-10d x 1 1/2" MUGT15 4265 3335 - 22-1Od & (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 20-10d HTS20 1450 1245 -- 20-1Od LSTA18 1235 1110 - 14-10d LSTA18 1235 1165 -- 14-10d LSTA24 1235 1235 -- 16-10d LSTA24 1235 1235 -- 18-10d LSTA30 1640 1640 - 22-10d LSTA30 1640 1640 -- 22-10d LSTA36 1640 1640 - 22-10d LSTA36 1640 1640 - 24-10d HUNG APPLICATIONS HUNG APPLICATIONS HUS26 1925 1655 - 20-16d HUS26 1550 1550 - 20-16d THDH26-2 2235 1935 -- 28-16d HGUS26-2 2325 1995 - 28-16d HUS28 2570 2210 - 30-16d HUS28 2000 2000 - 30-16d THDH210-2 3490 3020 - 58-16d HGUS28-2 3220 2705 - 48-16d * CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CMU NOTE: DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS. TYPICAL HTA 20-18 / HTA 20 INSTALLATION t3' W J Q C7 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE - + + - - - - - c - - + + - + + + ' + + - + + + + + '-0" (TYP.) + + 6'-0" - - 6'-0" - + Y ii + - q r + - - T + + Or, `RIDGE LINE 120 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE 1 120 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE 15/32" CDX PLYWOOD OR 7/16" OSB VV fl11YV JI IMIMM IYf11LJ `W V V.la. L✓VLJ a + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL MTW INSTALLATION LC SE USP MUC 5/8"0 THRU BOLT US ML R TRUSS 'OP PLATE le TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT = 1030# TYPICAL RT16 INSTALLATION TYPICAL HUS INSTALLATION PRE-FAB CHIMNEY CAP FLASHING 2'W" BLOCKING (SEE MANUF. USP SPT24 AT SPECS. FOR MINIMUM DISTANCE) EACH JOINT TYP. EXTERIOR FINISH PRE-FAB CHIMNEY r Z BLOCKING @ MID POINT Z = cn WHEN CHIMNEY EXCEEDS 6'-0" zQ o IN HEIGHT Q ~ z b moo GALV. METAL 1/2" SHEATHING OR O.S.B. W a o 2 FLASHING Q ZW" STUDS @ 16" O.C. MAX. o3 cli Ca \ / rGALV. MTL. FLASHING CRICKET TRUSS TOP CHORD -,:��USP HTW20 @ EA. CORNER DOUBLE 2"x4" BLOCKING SECTION "A -All w/ 1/2" PLYWOOD FLITCH SCALE: 3/4"=V-0" ATTACH TO TRUS MP-34 AN TYPICAL CHIMNEY PLAN 120 @ EA. CORNER 'INEERED WOOD TRUSSES CHIMNEYASSEMBLY 16" O.C. MAX. 3LOCKING w/ VOOD FLITCH TYP. SCALE: 3/4"=V-0" FILL CELL STD. 90* HOOK BOND BEAM rn W STD. 90* CONT. #5 HOOK BAR LL BOND EAM E SCALE: N.T.S. CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM 93 62 U) L .N N u0 � V C N I- I QJ N r_II CV)° 0 N U N0 O ( co O 0 0 mid 4) ^U`` C.O W C: C:LLMN C: >_ Cl) Y i Y N O - N U 3ao0 o a00 Ri �Qr; rn �- 0 A B D. N C B D C ` G XP A. th_ a Q w w Oco OF -� pppD a• -(� I V�se u'����� ®'vAL Q``S fill am04 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 '- M N M Z M 1 -4 O ko H M CD �-- ff6 LL N Ce ;z� L \/ z a--► z.0M Jo W M Ln (1) Ln U Q Z LL1 W o J LL Ly Lu mzz-4 V Z r Z a U r-I zQQUQQ =� W r-I C) -z o� g V J O Lo �--I U=°?WN W z ° O w LU � N O lO Lqz 0 j W Q Q Z U o°° UIm °0ZWo Z°3~= "oZz tOW_j F- g LU rl� �o>�~oa w7--I W W° rL Z Q <?Q0o p U.) X zz LL 0 rl I J 2 W CL W ¢a�� > ~ Z z 0 a SCALE AS NOTED PLOT DATE: 09 / 10 / 2011 VERSION NO. 1001 JOB NO: 11-1260-1263 SHEET NO. SN 1 -fir ms -, 1 +---T---- T- _T -1 __T__l I (1) LAYER UNDERLAYMENT FOR ROOF PITCH 4:>12 & (2) LAYERS UNDERLAYMENT FOR ROOF PITCH 4:<12. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH (TYP') 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 )22232S ELEV. VARIES41111111 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" \\\ \kALUMINUM FASCIA GYP. TYPE "W" @ GARAGE WIA HABITABLE ROOM 12\'U\.N , 2x SUB FASCIA 0. ABOVE) W/DRYWALL '\-1 2" VENTILATED SCREWS @ 7" O.C. SOFFIT CEILING& 8" O.0 WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W1 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 'IS" MORTAR FINISH 1 x2 PT WD FURRING @ 24" O.C. A ------------ARCHITECTURAL 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 CONIC. SLAB S AT GARAGE CONTRACTOR MIN PSI MAY VARY PER PE TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE iX CONCRETE SLAB W/ 6X6 U, NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE E C14 z 00 I> LE 6 MIL VAPOR BARR!�� Eli 1 0 COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR 7111 ASTM D1 557) 3' LR. (2) #5 REBAR CONT.-/ ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" V-0" Q3 (1) ROW 2x BLOCKING @ M I D 2x #2 SPF STUDS HGT. FOR WALL HGT. !� 8'-6". (2) @ 16" 0. 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 APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & SI MAX FROM END OF 2 x PLATE (2) #5 CONT. ON 3" 6,x6 W1 x W1.4 CHAIRS (TYP.) Cl) WWF OR FIBERMESH v . > 9 1=1 I 1=1 I I -I I S1 ji�Fl I Ed I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I' I �8" TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION FOR ADDITIONAL SLAB I INFORMATION. OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS/ DRIVEWAY CONCRETE SLAB�\\ PAVERS SCALE: 3/4"=V-0" S3 -I--- BLOCK WALL BEYOND 14" O.H.D. RECESS SEEA/S30RJ/S6---- 1 3"1 MIN. CLEARANCE L IF TI IL FOR REINF. INFO. 1' .4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 8"x4"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES CUT TO SLOPE. E 4-4 1/2" A__, LEV. L 1_? A. F. F. I �11 GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 8"x8"xl 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES .P.F. STUDS @ 16" O.C. LOAD BEARING OR 2x STUD EXTERIOR WALL 8" C.M.U. 1 "x P.T. STUD SEE CC/S3 OR 04 #5 VERT. IN FILLED CELL GI FOR ANCHOR BOLT INFO. 5/8"4" "J" BOLTS BOLT (IF NO UP LIFT ON WALL SEE GG/S3) @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *USP SPT22 TYP. SPACED EVENLY C14 2x P.T. PLATE ASSUMED FINISHED GRADE 7 FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" BLOCK WALL BEYOND EXPANSION JOINT 1311 0 H.D. RECESS 4 C14 L M . . . .. . ......... OP 11 1 IF SEE A/S3 OR J/S6 FOR REINF. INFO. L 3" MIN. CLEARANCE 1-4" (1 STORY) 11-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3 ADDITIONAL INFORMATION. 1�1'_s S3 3/8" MORTAR BETWEEN SLAB & BLOCK ELEV. V-011 A. F.F. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE 'X" @ 1 X4 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" 0 , 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.) 21' 3 1/2" MIN. t> .0 TRUSS BOTTOM CHORD OR 2X4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. �1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 1/2"(min.)- 4" '412"fmin) 4." LIIFIIFI- I IL I T> -115711 - (2) #5 CONT. 4" 1-411 8" U.N.O. MIN. TYPICAL BEARING WALL (@ STEP (@ SHEARWALL "SHEAR WALL" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W1 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 518" x 10" "J" BOLT @ 24" O/C W1 2"OX 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH E SCALE: 3/4"=V-11)" -2x STUDS@ 16" O/C 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. a 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 (A 0. 0 -2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING I F_ BAR -WEEP SCREED INSTALLED PER MANUF. "�"-#3 OR #4 REINFORCING BAR L1_ __ , .. t>. i;� #3 & #4 LAP SPLICE U"Ur_ ffu IV] 1114. ry= WKS! t> t! . . --- 1, �> - [GRADE 60 MIN. Fy-- 60ksil Ce) FINISH GRADE BO t> 25" MIN. LAP [30" MIN. LAP] I F_ 6 MIL VAPOR III I iEl I IEEI 1 a �ir= 0? IEI I I- __-- #5 REINFORCING BAR R 17/8" I CN 2� lizi'll =11= =11-111-1 #5 LAP SPLICE 1 r COMP. SOIL. (COMPACTED TO ILI 95% MODIFIED PROCTOR ASTM D1557) 4" 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. BID. 2" HOLD GYP. BID. 1/2" FROM SLAB 0101, CONT. BEAD SEALANT INTERIOR 2X STUDS @ 24" O.C. U.N.O. -3 1/2" OIL GARAGE 1/2" GYPSUM WALLBOARD U.N.O. CONCRETE NAILS W 1 1/21 "O.C. EMBEDMENT @ 12" O.C. W1 DRYWALL SCREWS @ 8 STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 737-- 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 00 Cl) 6 MIL VAPOR J:j BARRIER L4 �,V INTERIOR WALL SLAB STEP NON-BRG. K� SCALE: 3/4"=V-0" S3 ) 36" MIN. LAP P6" MIN, LAP] 101, __--#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS ( F SCALE: N.T.S. �3 C - 0 %All A - 10,11 A 3 1/2"(rr 00 MIN. TYPICAL THICKENED SLAB EDGE rL SCALE: 3/4"=V-0" � S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH c-,j c� CIO E 4 117 ILI I I I EEd I LEI 11. 1' SEEA/S3/J/S6 ''T-4" 'a 811 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS (@ S.G.D. SCALE: 3/4"=V-07S3) 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 :5K ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE W W IL V) a. W -,- Fin F11 ==Fl I= (2) #5 CONT.- ON 3" CHAIRS (TYP.) � 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 IDE IF APPIL ABIL . 5/8"- EXPANSION BOLT @24 " O.C. W1 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 C14 WWF OR FIBERMESH - C'? 91 TYPICAL INTERIOR BEARING WALL W/ UPLIFT SCALE: 3/4"=V-10" G S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD M CONT. FOOTING STEEL-\ MAT REINFORCING. z GRADE 01) I-T 0 LU z W - i.- LU n F- a- Lu 0 0 N Lij z 0 W cf) on x L) U_ LU -FOOTING - 0 BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. "'i,, S3 62 C U Z 0 C .L V� C Cz (y) C� 4- LU E Ccv)) coo 0 N co U U) 2 0) cc,',j E V) Ln CO co �2 CD 0)0 a) CM M I go) " - co '-E 0 _!2 N 'oe a) 0 :E CLO 0) :3 0 00 0-00 0 0 < F�l LO 0 't 't 0) A 8 E D. N C B D 0 C G V*p A. ,gitIL 0 0, ko It 6A _j LL S tz nN M C, .A01 On Ric) LU % L EIA 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. CD T-4 M Z rn 0 6 14 t.0 rl. C:) rn C> a-rn < .2! (0 (L L_ -a 011 > 0 z Ce Zi < Z -C 4.J z W LLJI C:) M Lr) (1) Ln - Ln U z LU 0 0 LLI LL Lu -Z 1.- 4 [L LU < Lz, R f V) a 0 >_ z < 5 zo 0 zoo_o� Z>-<Uz< CD LzL, zz z LLI a- U C� 0 Lo 7) 3' U 0 U of.- b N 0 Z @ c> LU LLI z Lu T-4 2: tL.0 0 Ln Q� 44: Lu ILL, Q� ze �,� t, Z L) Lu 0 U Lu Ce In z 0 &0 F Z CY - LU =5 OZ LOU z 8 gf ;c o 'F- - V 0 0 Lu F- LL 2 > 0 CM 0 LL Z LU C:) L1.1 Lu < W,:c & �Lu 2: 0 0 D < 2 LL 0 z z 0 Uj < CL LU 0- z c) < g z LU Ln z 0 P-1 _j SCALE : AS NOTED PLOT DATE: 09/10/2011 VERSION NO. 1001 JOB NO: 11-1260-1263 SHEET NO. S3M 111 111 11 1 1,11L llfillii�Aij 11a 1 11117 (2) 2x6 OR (2) W TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND 0�11 FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER /////--SEE PLAN FOR SIZE CONNECTION /I- ----2x X, DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE 2x BLOCKING @ EACH END W1 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 1 Od @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. �4 12 SEE TYPICAL WALL SECTION (Typ) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) _F DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. -1 - - SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO >< TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD (3) 1 Od TOENAILS T&B AS REQ`D 2x BLOCKING @ MID POINT EVERY OTHER + + + STUDW/(3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE TRUSS BELOW PLATE W/ (2) 16d TO 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 V, I 5/8" x 10" "J" BOLT @ 24" O/C MAX W1 8" EMBEDMENT �1 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. : // - . AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ 90A STD. HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL --- BLOCKING (TYP.) ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 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 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W1 I`QYWALL SCREWS @ 8 D.C. OR 4d DRYWALL NAILS WALL CLEAN -OUT A� SCALE: N.T.S. REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT — NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1 FOR CONCRETE PLACEMENT i - -i i L IL 8 STD. 90'HOOK LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-101" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION J NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. T SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO ll IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" — FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"l PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL--� < Jj > 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. 8x8xl 6 C. M. U. GARAGE DOOR TRACK MOUNT ING BRACKET GARAGE DOOR ROLLER E GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR Jl TRAVEL DIRECTION OF : .. GARAGE DOOR MOUNTING BASE DETAIL o: C SCALE: N.T.S. BOTTOM OF MOUNTI�NGB) POURED CONCRETE BASE FOR 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 5/81, 8" 7 5/8" 8" 7 5/8" 8" — SOLI DVAREAS ARE SOLID AREAS ARE STEEL AND GROUT STEEL AND GROUT F1 INTERIOR FULL 8x8x16 BLOCK WALL El _j C'L -DOOROPENING -DOOR OPENING - DOOR OPENING - C, EXTERIOR WALL F1 v 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALLIS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRYLAYOUT D� SCALE: N.T.S. 2x TOP PLATE 2x STUD @ 24" O.C. MAX. 2x P.T. PLATE REINF. INFO. SEE A/S3 FOR 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 L.0 DOOR STOP MOLDING < Cn \\�2-16d 7--/ GARAGE DOOR NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. PROVIDE P.A.F. NAILS OR F EQUAL @ 12" O.C. D STAGGERED FROM BOT. DOOR TRACK PLATE TO CONCRETE 'i INOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK 'K SCALE: N.T.S. SCALE: N.T.S. ',,, �S4 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B USP SPT4 W/ (6) 1 Od x 1 Y2" @ 24" O.C. 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 1- - 4' (1) (2) (1) (2) (1) LISP LSTA30 41-9- (2) (3) (2) (2) (1) USP LSTA30 9'-16' (3) (4) (2) (4) (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** 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"l OR GREATER HEADER (2) 2x HEADER SEE PLAN \--INTERIOR HEADER (1) 2x SILL PLATE W/ (2) BOX HEADER 12d TOENAILS. ONLY EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W1 MP3 CLIPS EACH SIDE '--2x STUDS TYP. USP HTT1 6 TYP. U.N.O. SEE N/' HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIF P.T. BOT. PLATE WALL HEADER DETAIL SCALE: N.T.S. rQ -USP SPT4 SPT24] USP 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS -RECESS LINTEL P.T. ATE USP SPT SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"l 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 (T 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 41 UPLIFT CONNECTOR 8"l 6" 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 ASONRY WALL DETAIL ALT. KNEEWALL ABOVE M rE TOP SPLICE SCALE: N.T.S. — 2 ROWS 1 Od @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF 4,9& SPLICE STAGGERED 10d @ 8" O/C NOTE: BOTTOMSPLICE PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. F= 2240 LBS USP SPT- TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL USP SPT247 NAILED INTO TRANSOM FRAMING USP_ SPT22 //-USP SPT4 2X8 P. I. E10 I I OM PLAT E I 5/8"l "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) M S4 USP USP SPT4 SPT24 or" 2X TOP PLATE OVERLAPPING -NAILED INTO 1 Od NAILS @ 6" TRANSOM FRAMING STAGGERED ____7 USP SPT22 J-BOLTS @ 24" O.C. USP SPT4 USP SPT4 MAX 2X P.T. PLATE 2X8 P.T. BOTTOM Pf E \-5/8"xl 0" "J" BOLT @ 2 4" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOFTRUSSABOVE 2X BLOCKING F (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY 1� K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X1 0" J-BOLTS @ Z-O" O.C. -MASONRY WALL -USP SPT4 1 Od NAILS @ 4" 10d NAILS @ 6" O.C. A STAGGERED STAGGERED TRANSOM FRAMING 0 0 BEYOND. x 41 T . . . . . L PLYWOOD SHEATHING PLYWOOD FASTENED TO TRUSSES 10 WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SHEATHING MASONRY-- O.C. 0_ 5/8"X10" J-BOLTS @ 24 WALL BELOW SPT4 MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. C Fh a) C Tv Ln C 1:0 1� ') 0 4� -0 TO E 'co 605 0 r, 00 0 0) c'j i:Z' E 2 0 0 V) fr Ln im co a) :2 a) CO 2 C) C: m Lr-, (Id LL C,) cco� 'E 0 Ci _�e 0 (D o Q- 0 0) 0 OD 0-00 80 0 U)<- r_ LO It 0 511 0) 6 A H 'A xcop 10 iz. j Al el`�jol Vk 0 I t3a._ z -0, 9;. ups _,; W4 Oir aj 0, - r, w d" To the best of th ean understanding, the structural plans and specifications comply Wit h the 2 0 or a. u ng o e es en a w signed and sealed for the structural portion of this drawing. C:) r-4 (v Ln Z :Lj m 0 :3 1 Ill V) C) U0 > r, c) fy) C:) > < r ON r"I. 0 > z fill r*-1 4-J _r_ .2 0 z 0) fill z wLU Lr) (V Ln Ln mi < z z LLI 0 z ., l 0 UJ V) L"m z<z Err Lu U 1-- 2: U, 0 0 8 zo zo < 0 i; Z < U 2: < <( zz 10 X: 4 Lzu i. - �,9 z 0 Iz (I: Lu C UU OC, _.j >1 � L :3 U C5 0 w CI R:D Ly 04 l`_ z CD Uj 0- 0 Lul �2 z r,4 0 LO Z _j 0 LU < i.- cl 'n 'll co, < 0 z U Lou 2 9 0- uj l- 1z" m z ZE Csy 2-: -0� Lu Lu 0 �5 z ZOO 0 < 0 u I P--4 z 0 0 2: u_ 2 >U 2M —.1 0 IZ Z a- Lij C) uj < LU < c, c, w 2: S < -0 Z) D < ,� a 0 CY 2: u_ U0 z 0 T-1 z < Lu __j 0 U-1 < c) z LU > (f) - Z z 0 F__4 _j SCALE AS NOTED 09/10/2011 VERSION NO. 1001 JOB NO: 11-1260-1263 SHEET NO. S4 I, —1- 11 'il 1: !1 1 ]1111 , fli I J. i w I il iiki li. 1, �i� I 111 �� I --I --------- T_T_ — ---------------- T----F- f — — -- - ----------- T_ till 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 W/ (2)16d NAILS SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER @ 24 O.C. 7USP 7CKNAIL NAILING SCHEDULE FOR RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOOKER 24" TOP CHORD SHEATHING DETAIL EA. OUTLOOKER 2"x4° O.C. (OPTIONAL -SEE 2x4 OUTLOOKER BLOCKING FOR %• OUTLOOKER ELEVATIONS) BACKNAIL W/ 2 () @ 24 O/C FIRST FOUR @ 24" O.C. SEE STRUCTURAL 16d NAILS ROWS OF 45° f 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING TOP CORD TRUSSES USP RT16 OR FOR FIRST FOUR FASTENED W/ (2) 10d FOR FIRST FOUR ROWS 4" MAX. EA. OUTLOOKER SCHEDULE FOR SHEATHING DETAIL USP RT16 OR BLOCKING FOR FIRST FOUR ROWS EDGES OF 2x4 CROSS BRACE EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" 0/C. CMID OF TRUSSES EDGES @ EQUAL @ EQUAL OF TRUSSES @ SS SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT "L" OF SHEATHING TYPICAL % DOUBLE TOP PLATE 2"x4" CROSS BRACE OUTLOOKER24" MAX. EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 BRACE TO 2x4 CROSS BRACE APPROX. APPROX. 8" FROM SHEATHING TYP. 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB @ g�_0•� O/C. 2x4 CROSS BRACE EXTEND @LEAST 90% OF WEB LENGTH & NOTCH @ USP SPT4 @ EA. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2) RIDGE FASTENED AT KE II �� L BRACE TO EXTEND EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END EACH JOINT W/ 2 () 10d & (2) 10d TOE ° AT LEAST 90 /o OF WEB 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) 2X6 FRAMED WALL - SEE NAILS @ EA. END LENGTH (SEE TABLE) GABLE TRUSS • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d WALL SECTION FOR SPACING 1/2" CDX PLYWOOD OR 1/16" ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP 2x4 PANEL BLOCKING ATTACHED W/ 10d EA. END BLOCKING : 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF ATTACHED W/ 10d NAILS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING 48" O.C. FOR THE FIRST @ 11 1/2 CDX PLYWOOD OR W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. • @ 6" O.C. EDGES AND 12" O.C. FIELD • 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM7 7/16" OSB SHEATHING AND 12" O.C. FIELD END TYP. TOP & (2) 16d NAILS 1 THROUGH CHORD CORD ATTACHED W/ (2) 16-d TOENAILS ATTACHED W/ 10d NAILS (2) 16d NAILS BOTTOM ATTACHEDx W/ (2)16-d TOENAILS 2x4 "T" ON TOP OF PANEL INTO 2"x6" P.T. PLATE 2"x4" LEDGER MATCH BOTTOM CHORD ( @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING 48" @ 2x4 BLOCKING BLOCKING FASTEN WITH 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD O.C. FOR THE FIRST (4) ROWS 10dx3 @ 4 O/C FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL 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 USP HGA10 @ 36" MOISTURE BARRIER WEEP SCREED W/ (2) 16-d TOENAILS 10dx3" @ 4" O/C O.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. DBL. TOP PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 (2EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT PLATE STUD WALL O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS (SEE TYP. SEC.) VERT. WEB (24" 0/C MAX.) W/7.10dx1 1/2" AND TO MASONRY W/ 3 3/16"x 21/4" () TRUSS USP SPT24 @ EACH STUD NOTE: IF EMBEDDED STRAP MISSED VERTICAL SECTION 1 TAPCONS. SECTIONLL SECTION 3 SECTION 4::)i WEB; USE E U WEB; S ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REFER TO SECTION BACKNAIL W/ (2) 2x4 OUTLOOKER 1A ON SHEET S5.1 N '- CV T SEE STRUCTURAL f 16d NAILS @ 24 O/C L FOR X-BRACING, AND ' NOTES AND NAILING TOP CORD TOP CHORD N _ SCHEDULE FOR BLOCKING FOR USP HGAM10 W/ (4) BLOCKING C° 10 00 SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS 1/4"x1-3/4" WEDGE INFORMATION . EQUAL @ EA. OF TRUSSES @ BOLTS & (4) SDS 1/4" 1%1 ' 1/ .. 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF x 1 1/2" SCREWS WOOD TRUSSES 60 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING 1 1 2 EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF t2' 10d & (2)10d TOE LENGTH (SEE TABLE) -- -- BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED N 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" 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 (2) 16d NAILS OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF TRUSSES FROM EA. EDGES AND 12" O.C. FIELD 0/C W/ 2 - 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 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; CONNECTION 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 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF j 1 NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 10d PER JOINT 1INIMUM 2x 'ROSS BRACING PRE-ENGINEERED SEE PLAN FOR WOOD TRUSSES OCATIONS) J10dx3" O/C @ 2"x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT i- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL K]� SCALE: N.T.S. VVIY 1 . ut-' IAII`1 GABLE END BRACING DETAIL ALTERNATE NON -DROP GABLE END DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 'V BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) GABLE END BRACING DETAIL SCALE:3/4"=1'-a' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATI( 8d @ 6"O/C WOOD TRUSSES USP HGAM10 W/(4)-3/16"x1-3/4" WEDGE BOLTS & (4) SDS 1/4" x 1 1/2" SCREWS 2 x 4 BLOCKING W/(2) 10d TOE NAILS @ EACH END @ 24" O/C (TYP) \-BRACING W/(3) 10d x 3" @ • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.0.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) I'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 E S5 0 z w a x 2x4 BLOCKING —`- LOCKING 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 "L" BRACING DETAILS 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2) 2"x8" "L" BRACE 1FASTENED 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 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN, d d o o 0 v z o w o ' T m o o ' o 0 w w NOTE: 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 /TOP & 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 0 0) FAIt A V C (D (aM I— N 4J 4-1 M O 00 0 V (J) N 00 N N . . 0 y N oMo 0 m :�, U 0)C� m .�C N Co r0 L- M 0 O N :50-o°' 0 0- 0 ONU 000 v?Qi; rn � 0 A N C B D C '" e G P B D. �11t111//f/ A. .�? Z b6L LAC CD SA w O M V O.sr i LL�/ V ht R f I Q p •.lt� 5. •eee W ®�Z �,/'`/6(VAL E ,�,`� ` tttt t`` ` To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O � M N M Z;NcLi Ln CD � M O Q �L 'L N d- >LL� �N N L `J z LUJ �Ofo Ln v Ln V Ln Z W � 0 LL 0 J W u,mZz>R -x Ld xN00 pz>- zaV zQQVx< T--I w~z Q 1 z 0 k a w � U LLI � J O +� O 4 o Ce 0 Uf- ,-� apzO W O W �J T--I 2: r-4 0 l0 Ln LL LLJOQ 0 a z U 0 a Lu Ifn �F-�nmo OOWooH zaSzz z Lu;�zOo 4 o0LU�J O2>Qa'Da LU Z LL WWOu_zQ p ??QOOo T--1CY CY pg�0 cn X z oC T--I 1 Y w O u > V) Z H O SCALE AS NOTED PLOT DATE: 09 / 10 / 2011 VERSION NO. 1001 JOB NO: 11-1260-1263 SHEET NO. S5 I -- F-F- .�"r,_111, I _ ,,, 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 Mom' 8„ DO NOT DO THIS PROPER INSTALLATION 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. FOR CONN. DETAILS ', '% FOR CONN. DETAILS �� � � 1 X 4 / �" � FOR CONN. DETAILS / i 1 X 4 �' ° �� #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED �� � 3116"0 X 3" LONG ;�� FURRING 3/16"� X 3-1/2" LONG �' ' � �� FURRING #b REBAR (TYP,) AND NAILED W/ 8d COMMON @ -1/4" LONG X /1 , - FURRING 3 0 G 3 6 0 TAPCONS 6" O.C. EDGES AND 12" O.C. FIELD TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED 2X8 ATTACHED WALL SHEATHING TO BLOCK@ SPACING „ 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 MASONRY THROUGH �� 3 DETAIL . D. 90 HOOK (TYP.) STD. 90^ HOOK (TYP.) I _ 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS 4h, 2x BAND JOIST W/ FACE IL 3/16" x 3 -1/2" TAPCON @ 16" E11L L 10d @ OP & BTTM CHORD, METAL SEAT PLATE NOTE: AND (8) FACE NAILS 10d @ O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1/2" DRYWALL 1 X 4 LAP SHEATHING TO TRUSS VERT. WEB BOTTOM OF BAND DOOR JAMB (REFER EACH END W/ MIN. DOOR JAMB REFER TAPCON ( TO SHT. SDW2-K1 FOR � "' JOIST TYPICAL TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 — -- CONN. DETAILS FOR CONN. DETAILS ' FOR CONN. DETAILS } 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16" 0 X 3" t2" NOTC @FIRST COURSE USP HGAM10 @ 12" O.C. w/4-SDS 1/4x1 1/2" LONG TAPCONS - SCREWS INTO BAND JOIST & (4) 3/16"xl-3/4" 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 WEDGE BOLTS INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL NOTCH WEB AT THE FIRST 2 COURSES _ +5A FILLED CELL PER FOUNDATION PLAN 40 BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 #FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A = 1890 #FOR 2 STRAPS FILL 1st COURSES EMBEDMENT INTO BLK.) 1/4" MAX :' SOLID W/GROUT n 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS ' e 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS & 1, t„ 24 BLOCK HEADER ARCH BLKG. & BUCKZ USP RT16M W/ (8) NA11 NAILS (6) 4 x TAPCONS 1/2" DRYWALL * ', (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d1NAILS x 12" NAILS AND 8d NAILS AT 8" O.C. AT BUCK (4) 4 X 1 4 WEDGE BOLTS [ (1) STRAP = 1225 # 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE , (2) STRAPS 2450#]) BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 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 OF RECORD FOR FURTHER INSTRUCTIONS. ' %'.' ' ; •. •: SCRIBE (NOTCH) * BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN : ` '•j°� CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. 't. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -� 2 X 4 #2 SYP SCAB TO SIDE OF � TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" T01 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y? WOOD ' DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY / k0� (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD FRygN ARCH DETAIL WALL USE (3)1/4" X 31/2" TAPCONS AT 16" SCALE: N.T.S. SS O.C. 12 + ` + F/y0 + TN PLYWOOD SHEATHING �� �� 1 -Q 5 -O JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. - + + + + + + INiSH FLO 2 x 8 BUCK -CONNECT TO BLOCK SECTION BLOCKING AS + + ° WITH 1/4 x 31/4 TAPCON (1 1/4 MIN. " B-B ROOF SHEATHING ATTACHED + REQUIRED D „ EMBEDMENT INTO K.) 1/4 MAX PER NAILING SCHEDULE ' ALL TO SUPPORT ° _ . ° ` #5 BAR 2'-0" 8 TRUSS + + SOFFIT + D a D p . ° 10 ° CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 5 -12d NAILS () + ° _ °° 9_" IN TOP 1 X 4 FURRING — BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP sop p .. ° KNOCKOUT / N EACH TRUSS � � ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x J CONT. W/ (3) / ° ° CONNECTOR MONO FOOTING 1 VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" TAPCON j T EA. SIDE BUCK - 1 WITHIN 4 12d NAILS JACK TRUSS PROVIDED BY SEE LINTEL SCHED. 7 SIZE AND REINF. PER PLAN ° AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 /- ° CLEAN FILL D ° D 2 x 8 VERT. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT TO BE INSTALLED BUILT UP PLWD. BUCK - PRECAST LINTELJ °. o 4'-0" MAX SEE PLAN SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION LSTANDARD D 90° HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4'Y2" 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") - INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. -Ilk PER INSTALLATION DETAILS g-g ARCH DETAILSTEMWALL rK SECTION @ ENTRY rL SECTION @ ROOF EXTENSION M FOOTING REINF. PERLAN AND SIZE AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRC / FBC NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. 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 W.W.M. AT PERIMETER �� COURSES TO PREVENT THE MORTAR FROM BEING SQUEEZED OUT. 1/4 EXPANSION BOLT (2 WHERE THIS CONDITION STUDS & 1 - 5/8" DIA. ALL () ,_ #5X6 EMBEDDED INTO PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS THREAD ROD EPDXIED W/ Z I EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" SIMPSON "SET" EPDXY MIN. ; 0il SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEAD IN LIEU OF CHANNEL (EVERY OTHER COVER 6'-0" F F 5" EMBEDMENT & 3" MIN. Q FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EDGE DISTANCE 1 LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP o S2 NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° c P o w a A REINFORCING AS FOLLOWS: * SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DON T FURROW. o u ow. _ -1 I -1 I El I i== I I=III- — — — o ° — — — — k. I I —I 11=III—I � I, ; ,III-1 I I- n � � , * PRESS PANEL REINFORCING INTO PLACE. #5X6 EMBEDDED INTO ,� 6 MIN. LAP SPLICE W/ III=III—III- g EXISTING FOOTING 2-#5X6 IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL 1=1 I F1 11= _ = cn N FILLED CELL SMOOTH. DO NO FURROW. 00 0 ° o III —III —I III= DRILL 3/4"X6" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE p p I I=fl - SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p ° , 4 G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE ii REMAIN FREE OF MORTAR. NOTE: " z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r 2 p TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) *(110 mph FASTEST WIND =130 mph, 3 SEC. GUST. FRC TABLE R301.2.1.3) 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN *(110 mph FASTEST WIND =130 mph, 3 SEC. GUST. FBC TABLE 1606.1.6.1) EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 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" = V-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 N 0 U vi E � N F- N �o coo o a U r N N .. O ry cNi1 _o"'0 0 m fG d' U w O E (Z U_ Cf) �MY N O 0o' Y � 0 00 Q. OD U5 rn `� 0 A B D® N CBD 1° G P A. OkL jia®� a� V lEo Z o m� Wow � OR c;(��t/ /11111 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 � M N M Z :h! co O=6 j r-, o 14Q 0 M o ,--I Q '> fu Fes- >LL� Ce i N Z = 4, Z M WJ CD Lna) LnLn V Q Z W � 0 z WU_ o J mQW W vF-2:Noo �} V rl �O z r z¢ V zrQOE¢ r-I 2¢ ¢ �,z-wiz 0 LDzokaw �:5-5 o-' rl Oz0 ��w O � ■ � W J J 2 lfl 0 l0 Lq Z J �$ Boa ¢ z U a O U LL, NCao o°WCF za0®Zz Z � 1 WWo�,o a�J¢oQ� oLy>2oa W z LL wn!wOLLz¢ p M ??QOQ a�u`C1 NNoza J � Y w aa�� 0 LL W U Z Z 0 g SCALE AS NOTED PLOT DATE: 09 / 10 / 2011 VERSION NO. 1.01 JOB NO: 11-1260-1263 SHEET NO. SS 0 PRODUCT APPROVAL SPECIFICATION SHEET ks required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building :omponents listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your Dcal product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval umber(s) Test Pressures T 1. EXTERIOR DOORS A. SVMNGING Plastpro Irli Nanya Plastics Distinction Fiberglass Entry Doors FL6184-Rl +65.0/-65.0 psf ThermaTru Smooth Star/Fiber-Classic FL8838-Rl +55.01-55.0 psf ThermaTru Smooth Star/Fiber-Classic FL12441 +47.0/-47.0 psf B. SLIDING General Aluminum Company Series 420/430 FL12274 +40.0/-40.0 psf C. SECTIONAL Clopay Building Products Residential V'AndCode Doors W5 (8X7) FL5675-R3 +30.0/-32.0 psf Clopay Building Products Residential V'AndCode Doors W5 (16X7) FL5675-R3 +30.0/-30.0 psf (used in wir�d speeds over � 20 mph) Clopay Building Products Residential \MndCode Doors W6 (8X7) FL5675-R3 +37.0/-41.0 psf (useci in N., ncl speec�5 over 120 MpP) Clopay Building Products Residential V'AndCode Doors W6 (16X7) FL5675-R3 +37.0/-37.0 psf Amarr Garage Doors Model #500 Classical (8x7) FL5427-R2 +40.1/-47.4 psf Amarr Garage Doors Model #500 Cl assi ca (1 6x7) FL5427-R2 +38.41-43.7 psf Amarr Garage Doors Model #600 Stratford (8x7) FL5302-Rl +40.1/-47.4 psf Amarr Garage Doors Model #600 Stratford (1 6x7) FL5302-Rl +38.41-43.7 psf D. OTHER 2. WINDOWS A. SINGLE HUNG General Aluminum Company Series 1550/1570 FL14412 +47.21-50.0 psf General Aluminum Company Series 1900/1970 FL12968 +40.0/-40.0 psf B. HORIZONTAL SLIDER General Aluminum Company 2800 Series FL12989 +40.0/-40.0 psf C. FIXED General Aluminum Company Series 1550/1570 FL13199 +40.0/-40.0 psf General Aluminum Company Series 1900/1970 FL13199 +40.0/-40.0 psf D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL8905-Rl NIA E. OTHER 3. PANELWALL A. SIDING Alside Coventry Vinyl Siding FL12103 +86.51-86.5 psf B. SOFFITS Kaycan Ltd. 12"M 6" Vented Soffit FL12199 +70.01-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), XT25 (and AR), XT30 (and AR) FL5444-R2 NIA B. UNDERLAYMENTS C. ROOFING FASTENERS D. ROOF VENTILATORS Southeastern Metal Weather Vent FL11024 N/A Florida Metal Products, Inc Vent RV10 FL2075-R4 N/A E. ROOFING TILES F. ROOF TILE ADHESIVE G. OTHER 5. SHUTTERS A. STORM PANELS Metal Tech, Inc Galvanized Steel Storm Panels FL722-R2 +103.0/-103.0 psf Alufab Galvanized Steel Storm Panels FL4804-R2 + 104.01-104. 0 p sf 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS Simpson Strong -Tie see chart 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 N/A D. MATERIAL FECP Corp. (Cast -Crete) High Strength Concrete Lintels FL158-R3 NIA Wekiwa CP Pre -cast and Pre -Stressed Lintels FL1418-R2 N/A Lott's CP Lintel FL12045 N/A Commercial CP Precast & Prestressed Engineered Conc. Lintels IFL1774-R2 N/A Powers Steel, Inc. Power Box Lintels N/A 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 I USP Product Number I Florida Product Approval I Number A34 FL1 0446 Framing Anchor MP34 FL822-Rl ABU44 FL1 0849 Adjustable Post Base PAU44 FL569-R3 CS22 FL1 0852 Coil Strap Tie RS300 FL822-Rl H3 FL1 0456 Hurricane Tie H10 FL1 0456 Hurricane Tie RT1 6 FL565-R3 H2.5 FL1 0456 Hurricane Tie RT7 FL565-R3 H6 FL1 0456 Hurricane Tie LFTA6 FL820-R2 HCP2 FL1 0447 Hip Corner Plate Connector HHCP2 FL817-RI HDQ8-S DS3 FL1 0441 Holddown UPHD8 FL817-RI HETA1 6 FL1 1473 Embedded Truss Anchor HTA1 6 FL821-Rl HETA20 FL1 1473 Embedded Truss Anchor HTA20 FL821 -R1 HGUS210-2 FL1 1468 Truss Hanger THDH210-2 FL821-RI HHETA40 FL1 1473 Embedded Truss Anchor HSUR/L41 0 FL1 0655 Heavy Skewed U Hanger HTS16 FL1 0456 Heavy Truss Strap HTW16 FL820-R2 HTS20 FL1 0456 Heavy Truss Strap HTW20 FL820-R2 HTT16 FL1 1496 HD/Tension Tie HTT16 FL821-Rl HTT22 FL1 1496 HD/Tension Tie HTT22 FL821-Rl HUS41 0 FL1 0531 Joist Hanger HUS41 0 FL821-Rl HUS412 FL1 0531 Joist Hanger HUS412 FL821-Rl HUSC41 0 FL1 0655 Joist Hanger HUSC412 FL1 0655 Joist Hanger ITT FL1 0667 TF kJoist Hanger THO FL815-Rl lUT FL1 0531 I -Joist Hanger THF FL815-RI LGT2 FL1 1470 Light Girder Tiedown LILIGT2 FL817-RI LSSU210-2 FL1 0447 Slopable/Skewable Hanger LSSH31 FL816-RI LSSU28 FL1 0447 Slopable/Skewable Hanger LSTA12 FL1 0852 Strap Tie LSTA12 FL816-Rl LSTA18 FL1 0852 Strap Tie LSTA18 FL816-Rl LSTA30 FL1 0852 Strap Tie LSTA30 FL816-RI LSTA36 FL1 0852 Strap Tie LSTA36 FL816-RI LTS12 FL1 0456 Twist Strap LTW1 2 FL820-R2 LTS16 FL1 0456 Twist Strap LTW1 6 FL820-R2 LTS18 FL1 0456 Twist Strap LTW11 8 FL820-R2 LTS20 FL1 0456 Twist Strap LTW20 FL820-R2 LTT19 FL1 1496 Tension Tie LTS19 FL822-Rl LTT20B FL1 1496 Tension Tie LTS20B FL822-Rl LUS26 FL1 0655 Joist Hanger JUS26 FL821-Rl LUS414 FL1 0655 Joist Hanger JUS414 FL821-Rl MBHA3.56/11.88 FL1 0866 Masonry Beam Hanger NFM35X1 178U FL578-R2 META22 FL1 1473 Embedded Truss Anchor HTA24-18 FL859-Rl MGT FL1 1470 Medium Girder Tiedown MUGT-15 FL1 1910 MST48 FL1 0852 Strap Tie KST248 FL822-Rl MST60 FLI 0852 Strap Tie KST260 FL822-Rl MSTAM36 FL1 1473 Strap Tie for Masonry MTS12 FL1 0456 Twist Strap MTW12 FL820-R2 MTS16 FL1 0456 Twist Strap MTVV1 6 FL820-R2 MTS18 FLI 0456 Twist Strap MTVV1 8 FL820-R2 MTS20 FL1 0456 Twist Strap MTVV20 FL820-R2 MTS30 FL1 0456 Twist Strap MTW30 FL820-R2 Tension Tie MTS27B FL822-Rl PA51 FL1 1476 Foundation Strap TA51 FL816-Rl Spi FL1 0456 Stud Plate Tie SPT22 FL817-Rl SP2 FL1 0456 Stud Plate Tie SPT24 FL817-Rl SP4 FLI 0456 Stud Plate Tie SPT4 FL821-Rl U24 FL1 0655 Face Mount Joist Hanger ET FL11506 Epoxy HD Titen FL2355-R3 Titen Anchor Installing soffit and fascia Please note: Although vinyl soffits are manufactured with the same exacti.�T, standards as all vinyl products; UV Inhibitors are not added to the vinyl formulafon as soffits are not exposed to direct sunlight. For this reason, vertical or horizontal installation ofsoffits on walls is not recommended and cannot be guaranteed. fzb,-"a, Installing trim - Option A When fascia is applied without exposed nailing, With open eave: Secure F-channel to the exterior of the fascia with the top log resting against the bottom of the board. Secure F-channel on wall. level with the F-channel on the fascia. IN 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. Installing trim - Option B When soffit only is applied, or when fascia panel is secured to underside to" of wood fascia, With open eave: Secure F-channel to the wall and to the [nside of the fascia board, level with each other. Cut out back of cha n nel to fit arou Lid rafters, 1 f needed. With closed eave: Subsiftute J-channels for the F-chanriels. son Wall Secure all channels in the center of the nail slots, 12" on center. Option b h,i.a!Iing soffit 1. Me sure the distance between the inside of the inside and outside trims, Allow 114 per side for expansion and cut the panels to length. Insert panels into trims. For eaves over 113" in width, you will need to install intermediate nailing supports to keep the soffit from sagging. 2. Interlock panels as you would vertical siding. Closed soffit can be secured every 12" on center. 3. When fascia panel is not being applied, use an F-channel or J-channel at 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. Straight trim use H"n W 26 KAYCAIV- ICC-ES Evaluation Report ESR-1495 Reissued November 1, 2008 This report is subject to re-examination in two years. www.icc-es.org 1(800)423-6587 ](562)699-0543 A Subsidiary of the International Code CounciF DIVISION: 07-THERMAL AND MOISTURE PROTECTION Section: 07460- Siding REPORT HOLDER: KAYCAN LTD. ONE MEMORIAL DRIVE RICHFORD, VERMONT 05476 (802) 848-7010 www.kaycan.com EVALUATION SUBJECT: KAYCAN PVC SIDING 1.0 EVALUA11ON SCOPE Compliance with the following codes: * 2006 International Building Code (I BC) * 2006 International Residential Code (IRC) 1997 Uniform Building Code- (U BC) BOCA' National Building Code/1999 (ENBC) 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 3679. The siding is used as an exterior wall covering over solid sheathing and as soffit. The siding has a plain- orwood-grain texture and is available in various colors with matching trim, corners, and starter strips. The panelsarea minimum of0.040 inch It mm) thick. Lengths range from 10to 12.5 feet(3048 to 3810 mm), Panels are formed with an upper edge 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 ofthe siding, including the panels, comers, starter strips, trim and otheraccessory 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 manufacturer's published installation instructions and this report, this report shall govern, A copy of the manufactureir's published installation instructions shall be on the ]cbsite 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 rode does not provide prescriptive requirements. 4.2 Wind Resistace: Design wind pressures must be determined in accordance with Chapter 16 of the 113C, SEC. LJBC or BNEC or Section 301,2,1,1 offine IRC. In areas where the basicwind speed (3- second gust do not exceed 100 mph (45 mls) [80 miles per hour (36 nals) (fastest mile) unner the UBC), and the building height is less than or equal to 40 feet (112 192 mm) in Exposure C areas, installation must comply with the prescriptive requirements of ISC Section 1405.13, BNBC Section 1406.3.3, SEC Section 1403.9 or UBC Section 1405, as applicable - In jurisdictions enforcing the IRC, installation much comply with the prescriptive requirements of IRC Section R703.4 for areaswhere the basicwjnd speed (3-second gust) is lessthan 110 mph (49 m1s) in Exposure 13, and does not exceed 90 mph (40 m/s) in Exposure 0 or 85 mph �37 "s) in Exposure D. For applications in excess ofthe prescriptive requirements, the design must be in accordance With IRC Section R301.2.1.1. For applications in excess of the prescriptive requirements, the Kaycan PVC Siding has an allowable negative wind load of 70 psf (3352 Pa) [44 psf (2107 Pa) under the UBC] when attached to a code -complying, minimum 31,-Inoh-thick (10 mm), structural -rated 0313 sheathing- The siding shall be aftached with 1'1,-inch-long (3& mm), %-inch-cliameter-head (10 mm), 'l,-inch-diameter-shank (3 rem), 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. Lam Copy,,Liht G 2008 Pas. 1 f 2 717-84C-3747 Tlax 711446�02LB� 71, 7-846-3747 -ax 717-84P,0355 Ill Engineering, Inc. Ill Engineering, Inc. 1418 E. Market S1, Suite B 1418 E. Market St.- Suite 8 York, PA 17,403 York, PA 17403 21 January 2009 Nick Thompson, Product Matiager- Sidirig,& Metals 222 January 2009 Associ,,�-d Materials, LLC �173 State Road Ted P.E. Aclivulisll'atcr, Cuy,ahoga Falls, Ohio 44223 Florida Buil.ding Code Cornaiissior. c!d Beinrian and Associ�aes, LLC. RE: Florida Evaluration, Coventry Vinyl Sidffig, F'AC 2007, 9,��,, W' Str00% �uirc� 104 Miami Beach, Floi ida 33140 DQar Mr.Tl "J"he following As.�ociated Materials virivi siding product ' Ccwcnny has beer,. tested and REi Cer ti Fical Lori of lndependenc�c analyzed in con�orrnanoe with ASTA D 3679-05 as required by Florida Building Code 2N)7, paragraph� 1404,9 arid 1405,13, plus Florida Residential CGr.e 2007, paragraph /03.11 strucLual le -sting to ASTA1 D 5:'ij(, a., requircd b� ASTM D '679, mras don, at Dear Mi. Berman-, Architectural Testin.g, Inc. and is reported ;n 77945.01-109-40 and 82537.01-109-40 Tastini, was done for Alside, Inc.. which is owned bv A��srciated Mnil,_-FiaJ.�, f_U. -mance -.A.C. "Criteria for C-ertifi- f In confo( with Rule 9B-72,1 10, f o Coventry viryl siding is produced :In 5 configuratiom, D ouble 3", Double 5" Dutch'ap, lrldepeucielrce"� I offer [tie followiril�� I ary) a tegistered professional engineer Lot the state Double. 4", Double 41" Dutchlap, and Triple 3"� all with a thickness of 0.042" A of Floi -ida with license ounribc, 19354, f work in a two person co? sultinE stiuclur al strcrigthcring featureof'rhis productis that ithas a "iolled edge nail them", which foinis, a crigineerinp firni, "HR Engineering, Inc,". of which I an) the majority owner. double thickness at Che nail hem t�dge. In iny wurk performing an evaluatic,,n, I do nor have, nor will , � acquire, a financial ha%'L perfolraed a con-Lbination of iatioaal �,Ind compal alive. analyses on this pi0ouct, in Fly company nianufacturing ol clistril)oting products foi- which the reports are which includes the mandatory requirernents of Anncx A1.2.1 in AS'l M D 3679 heing is.�ued. Installafintl Tnlst be over 5/8" mininium nifflatle sheathing or 112" mininnum p]Vw(-)Od. Inaallatiun fa&wners r-oust-beToofing, nails with 3.,8" dianieter riead, 1/8' diameter ��hank. In my woik per -forming air cvalmiiion, I do not have, nor will I acquire, a financial 'arid a rairninnium len�-th of 1-5/8'. The allowable dessi-gri wind pressures for all 5 mtef��,st ;L1 ally other entilly in-�olvcd Ln the, approval procoss of the produci� c.onfigumtions including Double 5", Dcstrble ')'* Duticldap, Double 4", Double 4" Dutclil&p., and Triple 3" are -i-173 psf for 9" SLud spacing. 15.3 psf for 12" Mod I nrst that Lhis is Sufficient Cor fhe Florida Buitdinl� CodL Cornrnission'� reqrri�rerntnts. If spacing, arid +1-86�5 psf for 16" stud spacing. In order to achieve these pressures, all ther,� are any,�_Iuestioiis abOUt this certification of independence, or if anyaiirr_� additional studs nneLCfisvc niafiv iJnL-ilierp and all nails must be in studs. is rejLli-ed PICrISE! Me, Tho above valites can be . cornpared directly La thre, required wind tonds, in Chapt,�.r 16 of Sincerely 'Yours the Florida Building Code, I trust that this information is. sufficient for the project needs. HR Engmeerin,,,, Inc. If there are an quesiions,about If I I y his report, or if anytbing ziddilional is required, please advise rae. Sincerely yours: At Reevps,.P.E. Chnef Engineer Allen N. Reevess, RE. 'MNR:anr Structural Engineer ANR:am Cc: Asso�iatel Mauena',�, 1-1-- Florida License No. 19354 Cc:09010005 09010005 X 2 Oft 91 Installing soffit and fascia Installing fascia 1 . Install an undersill trim at the top of the fascia board. 2. Measure distance from the bottom of the F-channel to the top of the undersill trim, and then subtract 114' for clearance. Cut panel to width. 3. Perforate 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 1 112" tab to be inserted into overlapping panel. 2. Overlap 3/4" (hafthe distance of the notch). Capping fascia To make corner caps, cut a piece ofvinyl fascra that is 5 1/2" long. 1. Mark the vertical centerline on the back of the piece. 2. Cut a 90' section of the bottom flange from the center, leaving a 45' angle on either side. 3, Use a hand seamer or metal straightedge to fold fascia piece along vertical centerline to make a right-angled corner. 4 Using a snap -lock punch, make tabs lust below the to ad e of the rIAM11". xLe ef 1114� I rf F-&-al Fascia installation Fascia overlapping wm- comer cap, making sure that tabs face outward, Install corner cap by r locking the bottom over the existing Fascia capping F-charinel and snapping the top edge into the undergill trim. KAYCAN- ESR-1495 I Most WidOyAccliated and Trusted Wind resistance of the soffit panels is outside the scope of this report. 5.0 CONDITIONS OF USE The Kaycan PVC Siding described in this report complies Mth, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The siding is limited to installations on buildings ofType V-B (113C), Type 5B (BNBC), Type V1 (SBC), and Type V-N (UBC) construction, and to constriction permitted by the IRC, as applicable. 5.2 The exterior walls shall be braced or sheathed to resist racking loads with approved materials in accordance with ofthe applicable code. 5.3 The siding shall be installed only on exterior walls over solid sheathing capable of resisting design wind pressures both positive and negative. The sheathing shall be covered with a water -resistive barrier, as required by the applicable code. Page 2 of 2 5.4 The siding is manufactured in Richford, Vermont, under a quality control program with inspections by A rchitectural Testing Inc. (AA-676). 6.0 EVIDENCE SUBMITTED 6.1 Manufacturer's published installation instructions. 6.2 Data in accordance with the ]CC -ES Evaluation Guideline for Vinyl Siding (AC37), dated October 2008, 6.3 Quality documentation in accordance with the Acceptance Criteria for Quality Documentation (AC10). 7.0 IDENTIFICATION The KayGan PVC Siding described in this report shall be identified by a stamp bearing the Kaycan Ltd- name and/or trademark, the product type, the statement 'Conforms to ASTM specification D 3679," the statement "Conforms to UBC Standard 14-2", the name of the inspection agency (Architectural Testing, Inc.), and the evaluation report number (ESR-1495). TABLE 1-KAYCAN PVC SMING mobEL PROFILE LENGTH Board & Batten Single 7 inch Vertical 101-01, D-4 Avanti Double 4 inch H rizonl2l Dutch Lap 12'-6" DA Marquis Double 4 inch Horizontal 12'- 6" D-5 Contess. Double 5 inch Hori-tal 12'- 0" D-5 Elegance Double 5 inch Horizontal Dutch Lap 12'- 0" D-5 V-6-1 Do-uble 6 inch Verti�l 101-01, LeMston Double 4.5 inch Horizontal 12'- U' Ne,poft Single 02 inch Horizontal 10, - 0" Ocean Park Bevel Double 4.5 inch Horizontal 12'- 0" Ocean Park Cove Double 4.5 inch Horizontal 12'- 0" Platinum Series D-4 Double 4 inch Horizontal 12'- 6!' Platinum Series D-4 Dutch Lap Double 4 inch Horizontal Dutch Lap 12'- U' Platinum Series T-3 Triple 3 inch Horizontal 12'- 0' P-a Double 4.5 inch Horizontal 12'- 0' Sierra Double 4.5 Horizontal 12'- 0' T-3 Classic Triple 3 inch Ho�zontal Dutch Lap 12'- 0" T-3 Horizontal Triple 3 inch Horizontal 12'_01 Ve.t.d 8" ouble 4 inch Perforated Soffit 12'- 0' Vt�d 10'* Double 5 inch Perforated Soffit 12'- 0' Solid 10" Double 5 inch Solid Soffit 12' - 0" Center Vented 12"Ifolld 12" Triple 4 inch Partially Perforated Soffit 1Z - 6� Vented 16" Quadmple 4 inch Perforated Soffit 12' - Or Solid 16' Q ,Hrtipl, 'inch Solid Soffit 12'- 0" ICC EVALUATION SERVICE, INC. Evaluate N Inforrn N ProrecE L. Aircl,� 13.iriilt�gi ... I Offl- - 5360 %1-d - Whiam, CA9C60t (562) 699-0543 l * (56Z) 695,4694 fax Certification of Independence for Evaluation IiX 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 YAII acquire, a financial interest in any other entity involved in the approval process of the product- ;0Z 44_1 � jan Nosse - President ICG Evaluation Service, Inc. oai,. R-d. Wh.-I. Ud-, W601 (362) 699 4543 35213 (205) 599M00 offi.. : 900 M, Wr R-1. S.- 1, B--sh- Al-b Office 4051 C1,b Kill, Ill,.- 0476- (708) 799-2305 27 -0-0 (D a) C_ W -ca a) > 0 QD CL 0 a) CL 0 cu -0 a) a) =3 Clip -CZ Fn Q) -0 0 .0 5 �2 a) 0 .0 Li- CU -0-0 C13 %+- 0 C13 > Cn - E a) LZ a) _&_0 Cn CU co -6-0 0 - -a Cn < Z LU Mi C/) N% C/) E 40 (D (1) C_ CIO C/) > 0 L_ 2 0- Al C) 0 L_ CL CU SHEET NO. PA 1.0 ------- QJ___ C) IwMiN.44jr 499#4W*&W4a4;94 I N - 11 . - �,� , I J , � =10 I : TO - H ,,, ,,, 3 ups'o,ent, r ., , cc- . S,br, Su -,,a � - & Flapa PIN11t,11 � � - SIR I oc- IS sloa ma P 1 Ldus coach 1 1 . ! . 4 Product Approval USER - U Ili Adn' 1�- M111 I ,11 AryiCc1h I Apr1l r I Appfleatim canfli FIL # Fl_6Jl Application Type Re ision C. dr, Version 2007 Application Status Approved Comments Archival 0, Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phome/Emall 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (44 o )969 -9773 Ext 16 r.��,onneil@pla�tproinc.com Authorized Signature Ron O'Connell romorommalligbRastprown.com Technical Representative Address/Phoune/Entrail Quality Assurance Representative Addrao.�Phom./Ennail Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt the Evalua tio n Report Florida License PE-43409 Qua�irty Assurance Entity National Accreditation and Management Institute Qua ity Assurance Contract Expiration Date 12,131/2012 Validated By Ryan J. King, P.E. - el, Validation Checklist - Hardcopy Received Certificate of Independence FL6184 RI CCI CERT OF INDEPENDENCE.Ddlf Referenced Standard and Year (of Standard) Standard yeam 101,1I.S. 2 1997 1011I.5.2�/NAFS 200Z ASTM EIS35/EI996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sectors from the Code Product Approve I Method Method 1 Option D Data Submitted lu/03/2008 Date Validated 10/0612008 Date Re n ding FBC Approval 10/19/2008 Date Approved 22/10/2008 �ku_-1ma�af_Pn-_-icbS,_____ _. ._.__.._________ - FIL # _____7M.d.l, ____ _ ----.---- _____ Number or Name __ -.--------- --- Description ____ 6184.1 1 a. Distinction Series Up to 3'. . 6'8 Opaque Single (X) Inswing or Outswuring Fiberglass Do., 1 - _ Limits of Use __7 Installation Instructions Approved for u:: in HVHZ: No Fl_6IS4R1_IL1NST 6184 1.Rdf Approved for r u outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resi $tan b Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See IN 5T 6134.1 for Design Pressure Ratings, any F16184 RI AE EVAL6!84.1,pd additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. - - - . - __ _ - - - - 6184.2 b Distinction Series � I ... � - - - . � .. . I � - - - , ., _ � Up to TO x 6'S Opaque Fiberglass Single Door with Sidelite 1 (XO or OX) The Sidente Glazing Installed Utilizing the Snap i Frame. Limits If Us. Installation Instructions � Approved for use in HVHZ: IN I RI II INST61M�f Approved I" r us. outside HVHZ: Yet ��,"L�� By: Lyndon F. of , P.E. 43409 1 I Xmp.dt I. ,i:t,:!: Creeted 1, Independent Third Party: Yes I Design P,h .,.-. N/A `7 Y,, _ . Fv.,..,i. Reports ' I ST 6 Other: Sea IN 184.2 for Design Pressure Ratings, any FL6184 RI AE EVAL 6184.2.pdf a oditional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (*-See General Note 3 sheet I of � Drawing No. FL-6184.2 regarding sidelits protecton) ____ I I 6JU34.3 ,. Distinction Said S __ ____] Up to 3'0 x S'S Opaque Fiberglass Single Door with Sidaelit. (XO or OX) The Sidelite Glazing Installed Utilizing the Lip I Lite Screw Frame. Limits of Use Installation Instructions ii Ap proved far use in Ell IN FLGJ84 R1 11 TNST_6184 _3_pdf Ap Proved fi. , ... outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Re,i:""t, Yea Created by Independent Third Party: Yes .-I!,. pr ... p_ N/A ' Evaluati,n Reports Other! See INST 6184.3 for Design Pressure Ratings, any FL6184 RI AE EVAL 6184.3.pd additi a nal use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (*-See General Note 3 sheet I of Drawing No. FL-6184.3 regarding scelite protection- ') I ---. 6184,4 d. Distinction Seri S Up to TO x 6'8 Opaque Fiberglass Single Dear with I Sidelites (OXG) The Sidelite Glazing Installed Utilizing the I Snap Frame. Limits of Use - Installation Instructions Approved for u in hi IN 11111-4 RI " IN ST 6134.4.od . , :: App, ved f. . outside HVHZ: Yes ;�.,F fied By: Lyndian F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent 7hird Party: Yes Design P,ione: N/A Evaluation Reports Ot= Be. INST 6184.4 for DasJgO Pressure Ratings, any a ddltional use limitations, installation Instructions and FL6184 RI, AE EVAL 6134.4.pd Created by Independent Third Party: Yes product particulars. (*-See General Note 3 sheet I of , Drawing No. FL-6154.4 regarding sidelfte protection*-) I i 1 6:84�5 e. Distinction Seri,, ___ Us 11 3'1(x 6S Opaque Fiberglass Single Door with � Sludefites DXO) The Sidelite Glazing Installed Utilizing the I _ LIP Ut. Screw Frame. _ _ Limits of it)- I Installation Inaitimucti ... Approved for u:: in HVHZ: IN I FL6184 RI 11 INST b184.5dadf Approved for . outside HVII Yes 1 Verified By: Lyndon F. Schmidt, P.E, 43409 Impact Resi:t,nt: Yes i Created by Independent Third Party. Yes Design Pres .no; NIA 1 Evaluation Reports Other: See INST 61B 4.5 for Design Pressure Ratings, any I F161841II AE EVAL 6194.5.pdf accl 0 . al use limn'ti ons, installation instructions and Created by Illeperment Third Party: Yes produ ct particulars. (-See Gene, al Note 3 ,beat I of Drawing No. FL-6184.5 regarding sIdellise protection-) . .. I , 6184.6 Distinction Sene I ". I - UP to Gn) x 68 Opaque Double (XX) Inswing or Outswing -_ _ _ Fiberglass Door _ Limits of Use Installation Instruction. Approved for u:: in HVHZ: No FL6184 RI II INST 6184.6.pdf App roved to r . outside HVIHZ: Yea Verified By: Lyndon F. Schmidt, P,E, 43409 Impact Resi:tuant: Yes Created by independent Third Party: Yes Design Pire. he : N/A Evaluation Reports Other: See INST 6184.6 for Design Pressure Ratings, any FL6184 RI AE EVAL6184.6.pd � additional use limitations, installation instructionsand Created by Independent Third Party: Yes P n0duct particulars, - __ I ___________� __ -------- I ,. __ 6184.7 g. Distinction Serie, ___ Up to 6-0 x 6-8 Opaque Fiberglass Double Door with � Sidelites (OXXO) The S,dEl,te Glazing Installed Utilizing the - - - - - I Snap Fr me. I 1. � I - 11 - - . . �. - - - - - � . .... .. I Limits of Us. Installation Instructions Appr ... d for ":: 6" .1.Z: M FL61B4 RI 11 INST6:i I Ap Ph ... of " itu outside Ill Yes Verified By: Lyndon F. Schmidt, P.E. 4.3409 1 Indpi R.si:ta o Yes Created by Independent Third Party: Yes I Design Pr ...... :: N/ Evaluation Reports 01ther: Soo INST 6184.7 for Design Pressure Ratings, any FL6134 RI AS EVAL6184,7.pLf additional use It mi tations, installation instructions and Created by Independent Third Party: Yes � product particulars. ( - -Sea, General Note 3 sheet I of Drawing No. FL-6184.7' regarding sidelite protectiori - - � 6184.8 - . DI - stloction Se - ries - ,- - - . - - - .. - - I Up to 6T X GS Opaque Fiberga " D cubic Door with I ---- - __ I ----.--.----- Sidellbas (OXXO) The Sidelite, Glazing Installed Utilizing th Lip Lite Screw Frame. il Limits -fU . Installation Instructi ... App, .... d 'or " .;!: No FL6184 R I 11 INST 6184 8 pdf Approved Idur .:: 0i"utHs'1de HVHZ: Yes Verified By: Lyndon F. Schmidt, P,E. 43409 Impact R.si:tan t: Yes Created by Independent Third Party: Yes Design Pres ure: N/A Evaluation Reports Other; See IN ST 6184.3 for Design Pressure Ratings, any FL6184 RJ._AE .pdf additional use I laticuts, instsilation Instructions and Created by Independent Third Party : Yes I product particulars. (*'5ee General Note 3 sheet I of Drawing No. FL-6184.8 regarding sidelite protection-') I �� =.- DCAAd , r do-, - — or . , = _�, , —,,. _ s_mS d_ LV�Affinrl .. c... .d,f stabol 2 555 Sbd,,` coA Do'll ,,a A#ohafi Force 3239- Z0C ssr) 41, 1111, , tnsC. i - 1-11 RSMINNINNIGNOGO&ONWAIKAM I i �il, � N,, , . ���� ri w—Irm �10 Ecusu.,ne 7 rag r, J; u Regs,eas, .- . 1.11,.e . 0 I S,bl.- Ihi I � - � race, 3 Pchicatc's � Fac, sbaff � - ate E., ! 'r, Sear,h . ; I I �_� � Product Appmov,l IS- I'm , U'r, bdrd'Ct Ands' . �Bal I �dl--r , appucl-r I APP11-i-st, Applideti,ricict,11 FL # FL8838-RI Application Type Revision Code Version 2007 Application Status Approved Comments Archived 171, Product Manufacturer Thernma-Trut Corporation Addriass/Phucure/End.11 118 Industrial Drive Edgerton, ON 43517 (419) 298-1740 slaspersonterttiechurrologles.us Authorized Signature Steve Jaspeirson sgaspersonotttechnologles.us Technical Representative Address/Phone/Email Quality Assurance Representative Addresc�/Phone/Emprl Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer �u Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Wendell W. Haney the Evaluation Report Florida License PE-54158 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2011 Validated By L.F. Schmidt, P.E. a7 Validation Checklist - hardcopy Received Certificate of Independence FL8838 RI COI CERT OF INDEPENDENCE.pd Referenced Standard and Year (ofStandard) Standard Year Accepted Engineering Practice 2007 ASTM E1300 2002 ASTM E1300 2004 TAB 202 2994 Eq u ivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 06!24/2008 Data Validated 07i:1.212008 Date Pending FBC Approval 07/18/2006 Date Approved 09/15/2008 Summary of Products ___,________._ . FL # I Model, Number or Name Description 8838.1 1. Fib,,Cl ... d' / "SmoothStar" Outswing Insulated Opaque Fiberglass Doors with and without Sidelites - (X, XO or OX, OXO, XX and OXXO � configurations up to 6'9 in height) Limits of Use Installation Instruction. Approved for use in HVHZ: Yes FL883B R1 IT INST 8836.1.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Imparchp Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8838.1 for Design Pressure Ratings, any F1:83 RI AE B1=01-111,Bl additional use limitations, installation instructions and . 38.1.pdf �, .�: R, product particulars, (Note - ASTM E1300-02 utilized for Created by Independent Third Party: Yes I a, as inside the HVHZ) __ --- ---.--- I I 1 8838.2 E. "Filb-Classid" / "SmoothStah' Inowaing Insulated Opaque Fiberglass Doors with a nd I without Sidi - (X, XO or OX, OXO, XX and OXXO "' - - -- � ou nfigurations up to 6'8 in height) Limits of Use Installation Instructions 1 0 Ed Appr vied for use in HVil Yes FL883B RI 11 INST3831,2Dd , ... Approved Am outside HVHZ: Yea Verified By: Wendell W. Haney, P.E. 541758 Impact Resistant! No Created by Independent Third Party: Yes i Design Pressure: N/A Evaluation Reports Other: See INST 8838-2 for Design Pressure Ratings, any FE_81338�84-00-04.pdf additional use limitations, installation instructions and FL8838 R1 AE EVAL 8638.2upol product particulars, (Note - ASTM E1300-02 utilized for Created by Independent Third Party: Yes areas inside the Fl - 1 8838.3 C. "FlIbiab-Clars,it" I "Shm-IrStar" Outswung Insulated Opaque Fiberglass Doors with and without Scelites (X, XC or OX, OXO, XX and OXXO I � configurations up to WO In height) . Limit. of Us. Installation Instructions Approved for use in Iti Yes FL8838 RI 11 INST 8838.3,pd Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54IS8 Impact Resistant: No Created by Independent Third Party: Yes Desig. Pressure: N/A Evaluation Reports Other: See INST 8838.3 for Design Pressure Ratings, any OU-S4.pol I tL�� �i 8� � _ _ additional use limitations, installation Instructions and 11. RI AI 1�m df , , I product particulars. (Note - ASTM E1300-02 utilized for Created by Independent Third Party: Yes I areas inside the HVHZ) ___ - --------- i __ ____ - - __ ___:� I 883'! T1b.rCl.,i / "Smo.thStan' Inswing Insulated Opaque Fiberglass Doors with and I 1- without Slicalltes - (X, XO or OX, OXO, XX and O"X . I configurations up to �O in 1, ,11) � ______ _____ __!_____ - _ Limit. of Us. Installation Instructions Approved for use in bi Yes FL8838 R1 11-11`1518838.4,ladif Appirci for use outside Irl Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party; Yes Design Pressure; N/A Evaluation Reports Other: See INST 8838.4 for Design Pressure Ratings, any FL8838 RIAFED�FAAS�Ldqdf additional use limitations, installation instructions and FL5838 R1 AE EVAL883B.A.Ind product particulars. (Note - ASTM E1300-02 utilized for Created by Independent Third Party: Yes areas relde the HVHZ) laa� F-__I _______ -------- - ---- IS., M_ I Z= =in fa�lwlfi -Hem- r -ag S ' Use,kc,,loods, ' rictn,pas� : I I �blrar,e � Sta-d- ' Pb *f Forstaff � -soi . I ; - rous - ; __ 1_-�_�,Produclt Approval _ _ USER. p,th, J _4" , , 1111111 19,111111edu I Prllru-1 11 1ptI-_-h , 1,,,,, 11 en L,it , Ap,licalm, 11, " 'L� FL12441 Application Type New Code Version 2007 Application Status Approved Comments Archived 19, Product Manufacturer Therma-Tru Corporation Address/Phone/Emall 113 Industrial Drive Edgerton, OH 43517 (419) 298-1740 sjasperson@tttechnologies.us Authorized Signature Vivian Wright rickwC-vibldgdonsuitants-on Technical Representative Addr.s./Ph ... /Emeil Quality Assurance Representative Address/Phome/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F Evaluation Report - Harduspy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Qua�lty Assurance Entity National Accreditation and Management Institute Qua ity Assurance Contract Expiration Date 12/31/2011 Validated By Ryan 3. King, P.E. W' Validation Checklist - Hardcopy Received Certificate of Independence FLI2441 RO CCI CERTIFICATE OF INDEPENDENCE.pul Referenced Standard and Year ofStandard) Standard Year 101/i.S.2 1997 TAS 2C2 1994 Equivalence of Product Standards Certified By Sections from the Code 001919WENWANA409691VANNIft, �� 11, . , Q,,A�:;,�,,��_ w . � 's � - 1. __ = i . � &_ A .9";iahall - I KISH,,, ' r,g, 1 User Registrant., : HotTspe, i . -print Surcrards � 'pords , ,PC. � Pumesespiss ; rac ... r � : BcI1 cl .as '! onla -Searst I I 0 Product Applovall USER Pu U ... a,udubt, d - , P-1ti 11 Appk�tpl S1111- I Arsrp�tol rus I Appill Donall F # Fli Application Type Revision Code Version 2007 Application Status Approved Comments Archived la Product Man ufactun at Clopary Building Products Company Addrese/Phoma/Em.11 8SSS Duke Blvd. Mason, OH 45040 (S13) 770-6062 orwasterfieldigoclopay.com Authorized Signature Scott Hamilton shamilton@clopay.mm Technical Representative Address/Phone/Email Quality Assurance Representative Addrese/Pir ... /Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Raportfrom a Florida Registered Architect or a Licensed Florida Professional Engineer Tw Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Scott Hamilton the Evaluation Report Florida License PE-63286 Quality Assurance Entity Intertek Testing Services NA Ind.- ETIL/Warneck Hersey Quality Assurance Contract Expiration Date 05/21/2028 Validated By Gary Pfusidler F Validation Checklist - Hardcopy Received Certificate of Independence FL5675 R2 COI Certification of Indeoenclaurns, of Validation Entity- =Pfir"I''IN' 11 1-1 I-St.t.m.ot on Independence of Evaluation Entity- ScottHamiltoD.pdf Referenced Standard and Year (of Standard) Standard Yea ANSI/DASMA 108 2002 ASTIM E330 2002 TAB 201 1914 TAS 202 I 994 TAS 203 1994 E I ulvalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07fOl/2009 Date Validated 07/02/2009 Date Pending FBC Approval 07/09/2009 D ate Approved OEfI112009 WI-119 Pral 14A, 14, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) �-- 73, 75, 1500, 190, 76, 76V, IRST, WINDCODE0 WS Garage Door _ __ _ ___ _�024 4PSF, GRST, SRSF, 2RST, 4$, 42, ___ _____ _____ _____ - __ - _____ - -_ - -_ -_ - - ______ --- -_ _____ -_ -_ � �� 1 55, 48B, 42B, 555 I ______ Limit. of Use �_._..ticm Instructions _____ - � Approved for ... in hi No F1_5675_11R,2 111021 I0-ReV14.Pdf 1 Approved for use outside hi Yes , Verified By: Mark Westerfield FL BE 48495 Impact Resistant: N/A 1 Created by Independent Third Party: No Design Pressure: .30 PSF/-32 SSE 1 Ev.1ciartion. Report. Other: All OPTIONAL glazings available for this product I FL5675 R2 AE CBPC 081027-A pdf meet the wind load requirements of the FBC. Two types of I Created by Independent Third Party: No Opt. glazing are available: (1) Opt. Injection Molded Lexan I Frame & Glazing that DOES meet the Large Missile Impact I & Cyclic Pressure requirements for Wind-borne Debris i Regions (WBDR) or (2) Opt. Frame & Glazing that DOES I NOT meet the impact resistant requirement for WEER The I product w/o glazing DOES comply with the impact resistant I requirement for WBDR (ref 1609 1.4 FBC). 567S.25 __ __ 025 W5-16 PAN-21`153: 84A, 94, Stead Pan (min. 25 go.) D..bl.-C., (9'2" to 16'0" wide) 73 75, 1500, 190, 76, 76V, 4i WINDCODE-ID WS Garage Door 4RSF, 5RST, GRSF, 2RST, 46, 42, 55, 48B, 429, 555 ____ __ ... Limits of Use Installation Instructions A Braved for use in HVl No FL5675 R2 11 101593 Re,,ti P Approored for use outside hi Yea Verified By: Mark Westerfield IT PF 4849-S I mpact Resistant: N/A Created by Independent Third Party� No Design Press.-: 4 30 PSF/-30 PSF Evaluation Reports Other: All OPTIONAL glaporl available for this product FL5675 R2 AE CBPC 0810.27�&Lprdf meet the wind load requirements of the FBC. Two types of Created by Independent Third Party: No Opt. g I azing are available: (1) Opt. Injection Molded Lexan Frame & Glazing that DOES meet the Large Missile Impact, & Cyclic Pressure requirements for Wind-borne Debris i 0 na (WBDR) or (2) Opt. Frame & Glazing that DOES NOT meet the impact resistant requir-itt for WBDR. The product tvlo glazing DOES comply with the impact resistant requirement for WBOR (ref 1609.1.4 FBC). 1 5675.51 011 W6-09 IAN-IF153: 13, 71, Steel ran (min. 25 ga.) Sirngle-Car (up to TO" wide) 84A, 94, 42, 48, 42B, 48B, 4RST, WINDCODE-2, W6 Get age Door with Optional Impact- � 6RST Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: No FLS675 R2 11 I0I348-A-Rev12.pdf Approved for use outside hl Yes Verified By: Mark Westerfield FIL RE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PST Evaluation Reports Oth.;.,Solid doors (no glazing) or doors with opLiona[ FL5675 R2 AE CBPC 081027-A,pdf EsIstaint glazing are Impact -resistant (large missile Created by Independent Third Party: No �nrl_ mp_____ ___ i 5675.52 1112 W6-119 PAN-11113 13, 71, Steel Pon (min. 25 ga.) Single -Car (up to TO" wide) 84A, 94, 42, 48, 42B, 48B, 4RST, 1 WINDCODE,� INS Garage Door 6RST Limits of Use Installation Instructions Approved for us, in HVIl N FL5675 R2 11 101348-S-R-12.lod Approved for us. outside HVHZ: Yes Verified By: Mark Westerfield FIL RE 4849S Impact Resistant; No Created by Independent Third Party: No Design Pressure: +38 PSFI-42 PSF Evaltrairticum Reports Other: The glazing available for this product meets the FL5675 R2 AE CBPC .081027-A.pdf � wind load requirements of the building code but DOES NOT Created by Independent Third PBrty: No meet the I mpa ct resistant requirement for windborne debris regions. - - ____ ___ 5675.53 53 W6-16 PAN-2F153: 73, 75, _____ ____ ____ ___ Steel Pan (min. 25 ge.) Double -Car (92" to 15'2" wide) I. 4A 94, 42, 48, 42B, 48B, 4RST WINDCODE@ W6 Garage Door with Optional Impact- R S � _ . - - - - _____ - Resistant Lut.S _ _ - - - - Limits of Use Installation Instructions Approved for use in HVHZ: No FL5675 R2 It 1GI539-A-RI0-Sh.LL2cff Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FIL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: 1 37 i PST Evaluation Reports Other: Solid doors (no glazing) or doors with optional FL5675 R2 AE CBPC 090630-A.pd I mp:ct-resistant glazing are impact -resistant (large missile Created by Independent Third Party: No I mp ot). 1 5675.54 1111 W6-11 RAN-11`153: 73, 75, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wide) 84A, 94, 42, 48, 428, 48B, 4RST, � WINDCODE,E) W6 Garage Door 5RST � Limits of Us. Installation Instructions Approved for use in HVHZ: IN FL5675 I 11 1DI539-B-ReVIO-SIoqt.pd Approved for . as outside HVHZ: Yes Verified By: Mark Westerfield IT PE 48495 Impact Resistant: No Created by Independent Third Party; No Design Pressure: +37 PSF/-4I PSF Evaluation Reports Other: The glat,in g available for this product meets the - FL56i5 R2 AS CBPC 090630-A.Rd wind load requirements of the building code but DOES NOT Created by Independent Third Party: No meet the impact resistant requirement for windbome debris realons. Product Approval Method Method I Option D Date Submitted 04/17/2009 Date Validated 07/08/2009 Date Pending FBC Approval 07/15/2009 Da te Apo roved 08/11/2009 Summi ,f Products _ I I I: FL # I Monfel, Number or Name _____ ___ a "FiberClassip", "SmoothStar", Descripti n ____ --.------- ----. ___.________ ---- -- - NO x ST Opaque Fiberglass Single Door with Transom �________ ; 12441.1 I '�laesidCraff or "ClassicCraft � (OfX) - InswIng or Outswing � ..... .. Rustic" Series ,: Limits of Use Installation Instructions Approved for in HVHZ; No 0 1, - � 1 �V I.,dr 7_� � ::e Appopi-el for . outside HVHZ: Y.S Verified By: Lyndon F. Schmidt, P.E. 43409 : Impact Resistant: No Created by Independent Third Party: Yes : Design Pressure. N/A Evaluation Reports . Oit her: See INS7 12441.1 for Design Pressure Ratings, FL12441 RD AS EVAL 12441-I.pdt . I any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. I-------------- : :12441.2 b. "I'llberClassic", "SmoothStar", 3'0 x 6'3 Opaque Fiberglass Single Doorwith Slalelites and � � "Cl assucC raft" or "ClassicCraft Transom (OIOXO) - Inswing or Outswing : Rustic" Series ___ i I Limit. of Use _______.____ Installation Instructions : App" d for use in HVHZ: No FL12441 Ro ri_INST 124412,picif I Aped.= for use outside Ifni Yea Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant; No Created by Independent Third Party: Yes Design pressure: N/A Evallcultina. Report. Other: See INST 12441.2 for Design Pressure Ratings, FL12441 RD AE EVAL 12441.2.pd any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. =' -- . - - - - - - - - - - mi-i"A' r2=JZZMffJ===A== � I - 11a. � �'. 1 ul.soclaca, ! Hpp� I , 1-1ch.rae - � , s P-1,11 FIC 5- els, 1.p 1- ; I.,,h i Product Approval IJISER: PIE ': u,c, 0 E_, - - --j D� � �, -�--Z�.-, I . �_ I A.I" �b -il FL # - 13149 Apiph-ticir, Type � Go it Is V e,sion ?C(l Applutarl I 5-.W, -pil Dirrrar,t� A, ph, ,ad Product manufactir-t- 3ar�l �lorm m Company Adcl,/Ph.m.jFdn,uI 1 1 D I N ri-calcy R I Carrel to, 7X 75OD6 ,972 ) 2,2-527 I Ext 207 van, parade sQqacAx ccrn A,Lth.rroad Sogua- 1,emPar.d., Van pa,_cpg19.,ts.,, Technical ReprESE-f- Ivan Paredes AddraS,/Phcna/C.ail I I 0 L W. CrhS[,y R D. arrol too TX 75036 � van.p3r3ces@qac1x .ccm Quality Aas ...... P.pr.s.rtzt,,. Too 9rrcba.k Add/Phdn./Fm,UI IC01 W. CrcsLy RD -arro I tch, TX 75056 Iasi , or.h.aokarl�ccht, .c.n, Category 0 ndo,s Sub -Igor, -ixo_� Cio ... Eii-, Aeflh.0 -1sludlour Repui I It ir ,i Elul HJ8 R�dld A[ rhlbt If , r1triernsed �Iorida FIONESS101al Emy-ei Esaluatu,r Report lardcopy Receives Flo-ida Eng near or Architect Idame �ho dSvpl:tpecI _ Roberto Lo- the Ey�luab Report FlOrldaLiDen-a -E-I22514 (�uslhty Aisurarce Lity 'taticral Accredi-ation and Man2ge'rent :rStItUte Quality Assirs- ConttE�p rati- Date 12/31,'2111 Yalidatod By Doe,eur, M, Uh, PE I V,1,b,t,o, C ... Ll,,t larcenpy Received Certificate ofIndeperdence, � , __l.1,..IJCr_k6_cc'I �-��il-c. ,f'uLggr e-di -Ri-Y - _12PL � . Referenced Standard and Vear (ofStandard) Stai damd Yea, AAMA/VIDNi 10 /l.S.-,/A440-CS 200S Eqc,,P[ r. .fPr boost 3tahrda,cua Cent, fied Sy Sections -rom the Code Prccc,t Al - I Method Method I Option D Date Submitted 1013012009 Date Validated 10130/2009 Date Pending FBC Approval 11/08/2009 Ran, Approved IZ/o9/2(d09 Scimmoriary of Prod -t. ee� 13199.3 ___ � Series ISS011570 ______ Aluminum PAI (Fli e ) 60' ' . Ep U " Insulated Anc-led � 3116 . per Manufacturer's installation instructions - Limit. of Us. - Imintielliati.. Instructions Approved for u5e in HVHZi No F_i31c,9 Rc 11 C3, C.- ""C�1cA_E"ta,ctul1vu_21'_ Approved for us. cutaind E, i Yes -_13199 R11 11 C'31JO 005i_'A Ds,up,W Impact Remastainto No Verified Byi Luis R. Lomas, P.E. 62514 De-i V Pressure: ,40/-40 Created by Independent Third Perry: Yes Other; See a Its thed d-rings f., the installation Evellicaiticin Report. instructiorv. product performance. limri and other !Li3_99_r�__ AFIR `1`��I ;-. S.mY, 1_0 if7n (oc .� Units of ose c&______5 �11t '11 - - ___ __ - - - - Cn-loadl by Independent Third Party: Yes - _____ 13199.4 � Series 190011970 ____ Aluminum Fkiy (Fin) 60" � 50" Insulated Annealed 3/lip". i or vlarhura�wre'a installation instructions, - I -_ Limit. of Use Installation Instructions Approved for use in Irl No 13191 R�,G It - ,IF-0012L4 F-talord-9. f - � -4 Ap p ,.v.d for Use, ,murtside, 14VHZ: Yes c' 1 3! rise R3 11 -4 01- 305231, Dobig,c- pen' Impact Resistant; No vel I fied By: Luis R. Lomas, RE. o2514 Design Preissions! ,40/-4D C,.,,,l 1i I ,d,,,,d,,, To ind Irems, � Yes � ,tt,cral 1,,,ing, har 11, installation ", luartion Reports ,Oth.r:,I,, natruct the, product performance limitsIDP and other PL 1�1 � ?a F.) AE 04 �IOE2��-Zg: Senda�1�0�12.,'Q_LW Y, hrmts of .- � - r t,c) E,ul,Ib PH' __ C, eated by Ind��� � � e hitp://,h-ww.la(xidabiildng.org/pr/pi,_app ,F _jd1IJ.aspX?paranjE=%vC = =No rAVJMMV==WAZ==AXM= a- rc , .,. i ."1Eevso1 � 11'�, I ai,aU1u". , a- .18', out- � � .s.a,u..p - .- � ab 1 A I - � 4 Product Apprevail USE111; Public Laor � 11 ,0 > R",__ � ___`:', > � FL # , ..licidio. retail _1_11412 Appli'aticu Type �cv, Code ,�ersion IC37 4pp id ticn s-atus Dancing IB-- .pp,.,Dl c ,, ts A,chi,ed Prod "cl Manirtactirsr zelBritl Alum - Company Addr./Ph.,.,Fmo,I 1C01 W rroalcy Pd C irro I tcn TX 7,0r6 � �972) 2-2-527i Ext 207 van p3r9ces0qadxCcnr Acthbrrzed F,gr - is Lorns,p ll:pn,a'VIhl.'111pp.I I Technical Riepras.-t- [van Paredes Addres5/Phuno/Eni 1CO1 vV Cl,y RD. Zarrol tcn 7X 750-,c . van b-cesoudb-cin Quality Aia-marc, Popresei-tativa, IV., Pbr.d.,, V.0 Addras,/Prons/Fmanl IC01 VV, CrcsLy Rd. :arrol tcn, TX 75036 van P .,ac.sag a us ,cm canag.,Y N rcorws S,1b,etey,crV 3,911 Hung Curnipli, N,r1 -,rludL[uii Repui I hurr � F[u,dP F,yiiad AidirLeul Ur d Lin-aubbul -larids FrotEssio-I Engineer E,alci Report lcrcboulp, ri Flo -ma End neet or Architect Name who cl�vel:rppd _Lu5 Roberto Lorda� the Eyclo.b., Report F[0'10@ I-Cens. IE-ff25 i4 CUslhV Aob-11.11a En-ItV slatinnal Accredi-mbor 9, Marage,hont )thutp Quality Assirarre Crn t,a�t E�,p ratiDn Date 12/31,12313 Valid,tcd By Its- M U,bh, PE � VaIiJab.,Cl,Ii,t 1pi-ccrRy P,a-,v,d Certificate .firclop-daruce -L r-, P�L C , ., -, � , 7,4 �� ,j� Prater .... d Stcudd,rd and Yea, (ofStdand) Standard You, AAMA/WDMAjCSA 10 /LE '/A440 200S Eq I.rcar .fPi �dupt 5t.irdauds Us ti f, ad � y Sections �rorn the Code P-IAp-, ,1 r-1,r,,,l `,1,,,fld I 0-h" r D L- ��ub ,,, UL n2/i7/20ii D,ur� Va id.-,d 02/1 S"I01 1 F:,l, Pd -g F PC AlT, ,,,=' nR?1- 4/- �n I I FL # Number Name Descliptict" __falchi L'Idi2. - u, �', ,__, _ _ LS�r , _ "�", ", , - Ec _5EOjlS7O D - Olq=p SH /1LLf1lI9JY W NDOv, ---- NON IM',-CT - _ -- Limit. of U.o - - - Im.-t-.111.,iticur, I..t,..ti ... Approved for use in i "40 F1 11� F - , ' �' _: 7 1--V Approved f ..... .. tui Ill Z: - - 4 1�,,h,hl Py I Ii R"b"rn, I ,_ 6 ' Impact Reuillicanto No Created bV -ndepe-de-t Th rz Par:/: '(a-, Design P-tasturria; bl�', Eva upinaticu. Report. Other PrFTP () Tl,r,T-1 A-[.'�N Tl1STPJJ('T[-NU� ��R F1 -1 1'r P -I I I �; I . , 1 -� .. ,- , � 3 � -frISS. SIZE_ 'ND P" ---,---..-, - - 11 - _ � - __ - __ ___ ____ -.Je-t Tr rc P�: Y created by ndepe - I __ - L4412 2 JI550,'iS-,� PECT�NlGil 7I- - � 5�0/ i570 RECTA1,10-Lutto SH A-1-PENUNI wJKCOV1 � __ ___ - - NON-li -.1111-1 1. 1. I 11 I 1 I I 1-111- .... .. I .... .. . 1-1 -1 I. -I. - Linmits " I - - � -I---- - - - ____ ____ __________ - ___ ,- - Infilitialliplid.n, InintlLiefirt. App ut�pl ... I. HVII.: tic ' 't - -, n'o � _ �.., - � I . I -A _%L __ Approved for use outside Hi �cs �- __ --- - -- �- - Vcri fic,J By: Lui: Rob-doLo-n- 6�3 4 Impact Realladoardi N, (',,,,t,l h? ,,d,p,-d,- t P, I - F, -V Y's Design P .... Or.: 1,1/4 Eval-i Report. Oth.r: Pti-Til U ffd� AL -A [:)N INS I klj� It �)N� U1 IF ,- .-j"', k ' � I,,- ,�I_'111. r,1- c7l"7 Airlf'- PA-ll,J�',,'; (__atl� ll . I1l,F.dfT1P�i-., Y" t� - - - . - - - -_ - - =&-A--' H ... 9 �,a I u,.r-,1.i., � H,1-P. i alon,111h. � � - fflv=msmwiac�� � al., .1acl, ,.m,.,.,e , - �, .1. a,. .., - 15 I-111, ] � � I ,M ProductApprovial USE.: cubic U- 0 r- - � , ,Ltla I a-_i, - , �-, :. ,lb, , I .�Ill -.11 FIL # _L1,274 Application Type ,�ew Code Version 1Co7 Appliral S�EdJS 1,pprcl C.mrrialt, ArbhYed 1 I Product manufai �ent[31 Alum IILM Company 4dd,/Phrn.JF.a,I I I 0 1 W C. csEy R d, �:arr. I thin TX75Dn6 �q72) 2-2-527 1 E�t 207 - be-ps(datussn, .c. ArIthorizad Signa-ure I— Paired— -,Ps, �_'(55,gact,,."o, Technical RarrEsel-atile (van Paredes Addrcas/Plhone/Ebrhail ICOL 'N. Cr,bLy RD. :,rrol tcn TX 7503t van. parpue,doctact-cm quality As,,r,r,, P,pr,,acrt.ti,a, �.d 6prtbaet, Addrest/Plrone�Email 1COI 'IV. CrcSLy PD C3rrol lan, TX 750SC t.J.a.r.1,ac,Cdgzctr.c., C.tegory -,,terror Doors SL,bcStegcrV SI ding Cx-.Sr,.r Do., ba..bl,.s C"UplIur-e Halliud C,cfin,Lum, Mark x Lv,bu4 Certification Adercy enerican Architectural Mant-factirare Abaociation velidl�ted By 3 te,en M. J i th, PE I Validation Ciedi - H,n-curl RP,yed KeferanCed Standard and Ycar �bfbtandard) Stain dard Yea r � AAMA�VIDM��CGA Ji 2/4440 C.5 2005 Equii-l-rce cFPr Iduct 3tardards C., 'red S� E I I I I i .i ri. � 2 . I.- - .- Z . -- � , ��' '�j Rt -- , � A. I 1 ., t f :�., I M., i .� , I . _ f 0 t, "M , �- _�,Nk 4 I . . . . . i � wri"lli nwr�,,',N I . ;Il�,;bs_n� ii ,� I- S IT __a__-_Fg:e, _ Z _ - - .. ___a -,. 11.1--l-U... .1a1 11—a1 ICII� 111.P� 10. 115 . ---, I , , , , " r I'll at I fen : i, �;. A " , , T. sun , u— 1 � __ 4= v� ,,, �l rhl_�,I, I szj� , I � �,_-1 I I Aa,lkzro. [It.11 F � F15302-RI Application Type R ,S- C d,V ... - arm, Application Status Approved comments Archurved ;- Product M.rvaut.,ar Arrour Garage Dc.rc Add,aaa,,Ph.ne/Ea.iI 165 Ci.go Court wl usil, Salem, NC 271135 (336) 251-1309 dar,yj.Vn.,@...c.. A.th.,io.d Signature Danny I.yn.r denry-pyherte...ur.-in Technical Rehr ... rtative D.bnyt.yn.r Aden.va/Ph.l./Ennall L55 Camege C-,t Wims .mSpIcni NC27105 pg z5I-I3o9 dJoyner@.mma,, com QJlty Am,r,n,e Reprebartai Add,/Ph,m,/E,n,lI Category E.ten.r 1) ... s Subcategory SedU on a I Exter[ o r Door Assam bl I as Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Flord , Professional Engincer 9 E-I,.t,.n Rep.1 - HPrd,b,y Rcsbi-d Florid, Engineer or Architect Name ,he developed T ,mas I., Sh,lm,rdme the E,,I,,tl on Report F1 rid. License PE-0048579 Q�'ttll c: Entity Ibt.n.k Testing S NA I— Qua I Aplanu, Contract Expiration Date 01,1011,2099 Validated By Steven M. U rich, RE I- � Validation Checklist - Hardcopy Received Certificate of Independence tLa',�lQ�.--�l--Z��__.�,�-,I,,,,r ocl j�l-,ts"riZ.-i ddlpoluds 7 24.2007�pdr Rcrl .... d Standard and Year (of Standard) 51..I.d Year ANSI/DASMA 108 2002 ASTIM E 330 2002 Equivalence of Product Standards Certified By Sact from the Code ProductApproval Method Method I Option D D te Submitted l2il5/2008 Product APPr0V@I M2thCd VI Eth It I OF t I on A Data Validated OliO712009 D:te Pending FBC Apphnssal 01/13/7009 D te Approved 02j03/2009 Date ;�bnitt3d Jz,1041i']Cg _______ __ - - ______ ___ - - ____ _._ - __ ___ ___ - --- ____ ' -------I 5 - netford (i1500) arid Heritage Dwg. IRC-6009-130-15, Thru 9' wide Date Validated 031t+ 2009 1 St-z � (NI950) Data Pending FRC Apor,,val 03J0912009 � U-it. of U.e 1.0.11. ion I.ietoucti I Date Approved 04,137?2009 1 Ap ppl, I her ":: 1" i lo FL5j(J�'_..11_!T__Ili�:-G6'3'�-l�O IS tx�- � Ap _nd r. outside HVHZ: Yes Verified By: TOM -1 LMERi 0048579 1 I�,psaat it,fi-, : No created by Independent Third Party: Yes � I Bm,g, P , S_1__11_1ry_ .1filia,drelticts__ ________________ rm..P-sau2r6,1 -31.6 Evaluation Fi I [ Cither: D-ig re . -26.7/-31.6, Not for use in HVHZ. FIL-5302 RI �' A5CE7 �,3 02 C5.,nf h- - - ---I--- - - - . - �- - - � - � . . . ..... _.__________. , , , - - .. ..... . . ... . .111.1 ... I- I Glazing option ,halt rotioa,.aad in .md-bome debris F-LS3-0-2- RI Az �TID 530Z F .RC 500-_I�C-1.5.pd I I IFIL # : Model, Number or Name Description r.gion 'hicas structure , ealgred as partially enclosed or Created by Independent Third Party! Yea i I t door is a replacement door. � I 12274.1 Series 420 Aluminum SCD XX and X0 (Finless) 96" x 80" Single Glass _.____ iI i per- Manufacture, s , and Insulated Tempered. installation 5BUZ.11 I Stratford (M50(i and Heritage Dwg. IRC-6UIG-130-15, 10'Thru 16' Wide- i m,t,u.ti.ra_ ---- - --- - � -11 .- - 1.111-1.111 ... .1 ............ - � �. - I � . - I . � - � ......... ... .... . - , . . ... ... ... . - - - � � � ...................... .............. ........................... . I . ..... ........ ..... I- ------- L, . __ ___ __ - _ � - _ __ - _ ____ - - - � __.. - - �- - --- - ____ - ____ i Limits of Us. Certification Agency Certificaroe Linnit. of U o Installation Instructions i . A P,.-d for i. Ell No H L' I Approved for u a in HVil No �_ 1 2_? 71 P�D C CAC D, lo��, r ng , , r, -_�4z , 'Irll �, P I P ,0:1 u� �r j;Ild ,--__,2 ; fltC_6._,��, 15j L�QiL �," -apf Approved fro r .:. outside HVHZ! Yes Quality Assurance Contract Expiration Date _ Appmed! for _ .ut.id. HVl Yet_ Vended By' TOM SHELMERDINF 0048579 - I Impandt P..i.ternto No 06130/20 1.2 Impact Resistant; No Created.b�y Indepardent Third Party� Yes Design Pressure; +25.61-29.1 Ew,knati Repo Is I Design Pressure! +40/-40 1 stal let ion Instructions Other: Design Presan re - 2 5.6/-29 .1 r use in HVHZ. � Ed - J _1 0S - : n ' Not fe FL 'U2 RI 'c 'SCE ' 'c ; � Othz,t,S,, attached d,,,,i,q, nor the r,talle-m i . I1,7, R,_ 11 rl� iru�II49� 1ng �Jz Glazing option shall not be used , ` wind borne debris I FL�3O� R! -,E TDD 5302 Tirl �1:j 15. of i i nstroc ons, product performance, lurri and other Verified By Luis R. Lontras, P.E. 6ZS14 Ing an .bl.,S p1mol.r. 1, draigined as partially andesed or � Created by Independent Third Party! Yea I onlins of use, Created by IndepardentThurd Party Yes Ld.c, Is a repl-roart door Evailustion Report. loriclaBuilchridgCocloOdir. hmp://wN flmTd,jbmldjrgorg�p,/pr npp_dfl,,rspx1p9,am�,GE1 I Created by Independent Third Ponce: - ' . =,�= :. . ____ 1. 11 I - 12274 2 1 Se. ies 4 71) Aluminum SOD XX and X0 (F,,Ia-) 96" X� �Ioq - Glai7�1 ��tn,t- , I Tdin-i iii; N_ '_ 1� � I I and Insulated Tempered. Pei Manufacturet'sinstallation .1.1 I 4 m 'I _. - ."'.1 a : . Is I instruction'. 1-1 - - - .., Tae � 1 2 I - 0 � 11 I . . . . . . "._ � .1 � ,. Al , Wp,b,cnnd 89 ___ __ _ ___ __ _ ------ - � __ �cer I .. &W I-- ___ - - �___ __ - ___ ___ . , - r st. I Limilics of Use Certification Agency Certificate . - San , - I - _� _� - . , --.-.-------- � _oen I_— ____ -- - ----------------- - -- ----- - hi��i I Approved for use in rl No FL12274 PF - CAC ,12 F�Rit 1--v > X ('),, " Gv; A-f! 0-f ` �, u- 11.1 �,_ �� s, c� I . 1.11 F�c -1 1 .., � c h r , , , i"', _ __ "' - 1 Approved to outside, HVi Yes Quality Assurance Contract Expiration Darld, - - ` , -1 " r Use __ " , , ` ` - - � I Impact Resistant; bb, D6/30JZ012 .. � - - ,6_1 ' 1`2 � I - � j4 1 Design Pressure: 4-40l Installation .Instructions i- - - " , - - Appmo-1 - -_ .1 I i� " . � 111 Other: Sea attached drawings for the installation TrI22/4 FOR 32 LLL�Otrc�L, 11LI129 � I - - _M_ _ICU I.- _� �_`, 111f. �_--�j. - � I's I - natructierns, product performarri inditsfDoand other Verified By: L,ie R. Lomas, P.E. 62514 I, ,a .".... - a 11 _111111 "u,r1AVP1,.11I Created by Independent Third Party: Yes _ I malt,5 Of use. I _Z_lm I Fvailrastico. Report. N!MM"REN"t tH, FL � FL5427-R2 Created tyTntlepenclert-rhind Party: ?,ih liquffi.sfil 0; I ___ ,- __ --,------ .. .. . ... arri! Application Type Revision ___ ___ __ __ - 9M,7 � !n --w_ �, I ,c,P _um �4� - _P! 2007 ' I-e ""' ' 1 12274.5 � Series 430 Aluminum SGD XXX (Fibless) 143" x SO" Single Glass and ,."a in!!!I,l% Application Status App,o-d . I ; Insulated Tempe,red. Per Mandfacturar's rusapallaticin �� _ I - � "' - � i r I hatructi. R , I'll, 11 fk---- � . Ill Arcluved 7 i-_ -_ - -_ ______ - - - - - - __ _____ -_ -_ ----------- -_ K C nunaille I Limits of Us. Certification Agency Certifi-Le 1 Approved for u a in HVIll Mo FIL 1 _727 , RO C_- CAC LIS SaH., 430 �,'�'�. ':41 , Ss�; App roved To r .% outside HVHZ; Yes A pCrtdf Prod- M.nufa,t.r., Arrar, Garage Do— � I - __ - - I'll -,""I'll ......... - - _ Add,.ca/Ph ... /Fm.il 165 damage cbm-L . Nmadn-Splamh, NC 27105 I",p,,l Resist. : 'J" . Quality Assurance Contract Expiration Date of I . (336) 251-1309 Design Pres; . tur gi -4),'-4: . . C7,02,121C 12 . danny.joyner@amar,.,,m � 0,11:11apri - �ttuchccl drow-gs to- thn: insto -B -I i Inaptallaklion. Imatructicins insti I. ± on,, p DCLI:t pai -cirmence, ,I ""'., a-c! .-.-h,,- ' ;_L 12'o � � PI 3 "S __�� 1 - - __ _ ' _ . - -, � . r� : �_,� in, to If Use, : 1, .ri 11 -d 3 , L, o :_ I-Orn-, P.E. 6- 5 PI Authorized Signature Danny Joyner I I Creatod to � Inctiotmient I hird �artv: Yes darry.joynecaorrom.com I . Evad..U.. 111,uport. - I Created b,i Indelorn&nt Third �art,: ,.chb,,.l Representative Danny Joyner I - I - , _ - - - -.-...- -, _."...'... ---I- - __ - - .- - � - .1. - I- __ , ____ ___ I- � __ - ____ __ ____ -------- Addr.p,,Phbr./Em.,l 165 dandies, Court W ,ruen-Selarn, NC 27105 �l ?2 ? �4,6 �- ,r I �4� � Alimounuir- C(-n �XY �_inl�s-� I 47' � �6' -ni (1 a-d (3136) 2SI-1309 ilaLletsd T-2er- Par M-inufscui dratel -tior d3.y..,@,am-a-rn - ri Lcb,nc. - Lihnits of Use Certification, Ag ... V Ciantiflogibe Q1ity Aranc. Representative Danny J.y Appir . . . d for use I. rlVHZ: kc, t�-�,�-..�...,��,�-�,-�-',,'-,'--�Li�-.�li��..4�1--z Z_!,._!._,___L_ Addrece/PhoublErnall A an Garage Debts Appi,o.ed! fbi u imut.de Ill ',,- :,r1-__, 11 C,,ri,gec,Lrt W-Salsur, NC 27105 , Impact Roashatanhit � 140 QualitV Assurance Contract Expiration Data djoyber@amarroorn Design Pressure; -4),'-4-1 C7,02,12C i2 Other: S ,Uad ed ,11 1. it, I. LI Is 11 IS[. �L .... Ire,ttallatilur. Ithurt-ti.m. - , - - I - - , nGtrucd -no, in-ucT per-crm2nc,, I mumb,'DIF n-d o-hor I i�l I � F.;: , _:", , , 11 ' ' �_ ; I -1 I 1, . - I , ,r , c.tbg.,y Exterior Door, lurn to �t Use 1-rifi e d �, , L, a -1. "" " F, " b1L 14 S.buptag.,, Saco ... I E�t.rl., Do., Asaemblies C ... _� d b/lud,p I ind -11 Ly Y11 litigin giapu� 11,r, I TJ Evalu . C.,plie.- Method Evaluation Report from a Fl.,ida Registered Architect or a Jeens.d Crenl�d b/ hrhl,r�,Irt Third 0arty , Florida Pr.f.spl-.1 Engineer ___ - ng- In Evaluation Report - Hardesty Received te http:/1-4-ww.jdoddabid](ir)g.org/pr/Fr_app_k.aspX.?paran-r-ivC�E-�'XQI-hL Florida Engures, or e,c h,tad Name wh� developed Thomas L. Shierni the Evaluation Report Fl.,oe License PE-0048579 Quality Anrn Entity Intartek Trading Si,as NA I— Quality Assurance Contract Expiration Date 01,01/2099 ='� i = -4, a Validated By Steven M. Unch, RE rA,XS151l12W&A29=WA== 7 Validation Checklist HaIdoupy Received .1e. 't �ac, I I ... aiso. � .,pta I a,pur,,. �; a,., ,.1,1 i - 1 ,,Z B,.,,.p ' , � zaa i I Certificate of independence 1,9,�7, ,,,.r:cr� -c,,,L�isi , ...... i �he 10 y,,l,,r�,,,r, r, 0 -, 41� 7 24 2007.pJ[ Product Approval USERi Publc U,cr Referenced standard and Year (of Standard) S-ri �L__� ASTM E330 2002 Pcadt_Jrau,1 B�- __i_,cP-1A-k,,'vc,I Amplildi Barad Equivalence of Product Standards FL # L12939 aruE.d BY -.-- ____________ Applicatier, Type N Sh17 � claa, lomp ard 2000 M'.., 9' d, Classic, 1000 and 2000 r1500, 500i Code ,version 'ED, 5001 _ __- IRC-5309-130-15 Application S:auu, ppp,.V.j Idetualati., I-ir.ai", I i " UZ, ... I. .v,l Mo I rr I . I 5-1,$) rra,ini ",d. 1 A p ov.d Fl ,,12- R.� T! � -:,09 '30 15 P ,- - Com 'ents Apppr.v d for u.. outside, ll Yea Verified By: Thomas L Sh.lma,d,,e Ell PE40048579 Ar,h,,.d I 'rol R..i taoi Me Cr..tcd by I.,l Third Party Yea i Deals P,-.u-: �?6.7�-31.6 Evaluation Report. i " in ", i Other: Not he r use HVIEZ. Glazing not available in ILS� _' R� AE 151E. 'I 7 'J. L � IS,- I I - . I 'Iv, � I HVHZ .' Tel Section, Max F-I '7 `_ � _ ,� ;� 5 30 cf.sr:ln � _`1 C I 0, i Product manufai Ishii Alum IILM COMpany i FL�42 7_R2 A_1__.pC-5309-1,0-15 E,aluabuu Repo t _f I 4d,r/Ph jlit IF01 W Cr,sky Pd � Created by Ihdl Third Party Yes . - - ::.,r. I In, T�� 750-6 ------ --------- - - __ ___ - ___ __ ____ . i �972) 2-2-527 I Ext 2,17 5427-8 Classics 1C ,10 ard 2000 M500, 16 ,Ida Clasoica 1000 and 2000 H 500, 5001 i ____] Soo, i -24 i 'amp- ... 0qa,tX.ddrU -------- - - - .. ....... ... IRCS31 6130 ___ _ __ ___ _ ___ _____ ___ .- �Uurit. of U- In tallatm, I,,tti . I Approved for us, I, HVHZ: No FLr427 R- IT flbr�%16 I 30 z4 P �, SELI,,l Drmm,jrd Au th nri-d Sign a-u to � Approved ,,, "*, ,,,,,,, HVEll Yes V,rlll,l 51: 71,11, 1, 511,111,11", 11 PE(5048579 � 'I'll `1`1111 i _ I.Pul ,ogart, .", Impact Resists, z No Created by Independent Third Party! Yes i � Deal Presourv. i 25,a/-29.1 Evehurtubor Rep.- : lothen: Not for _ I o HVFl Geaung not available in It 11, I k ' - "T 1,11�1 Dl-n� -�l -Q�,� Technical RecrEsan�afi IV., Paredes HVHZ, �1" III Sections s Ax FL'42-,__R, - �1., F; � uJc 530 ,I- ,, 1000 _-CC,pdf FI-562' FZ I'p lk,�.x ,', -24 t,al-at I, ��evc�,pof 1 Address/Ph.me/Cmad 1CO1 .. Crty PD. Cr,,t,d1dy1ruJ.p.ud,rtThlndP,,ty Yea i I -arro I occ 7X 7 SO Do van.I:ar:c . es(DqacN.ccm Quality A;,,r,r,, P,pr,rtati,a T.d Scr,ba,k Accress/Phorre,Ernall 1101 IV Clcaty RD -arml tun. TX 75OSb ,,, `b9zct.m I.,t ob.d,rq, s.liegcry ,V rd.,v, SI1b_t.9:c, y �.ritc[ Slicer C"Uplirt-H hdHlI1 _Vdioditur Repoi L Iron a Flo Ida Rayerad At Uri-sUi. ur d _1hul :Iorida Frotassoncl Enigma., "', E,.Iu.t,., Report crdndp� R ....... c Flo-idaEng n8er or Architect Name who ,,Dveliped -rus Roberto Lomas the E-luarboi Robert Flo Ida Linan-re 11--2114 ri_la�rty A;affarc. EmIty , ati-nol Ab,.,i,-.t,.n and Mg,ment mptrtut, Qua ity A;sjrarce Cont-tEy.pration Date 1�/31,12311 Velidlat,d By Ibo'c' M. U-,ch, PE I V,Iid,ti,n C-Th5t: ll,rcc,rry R,ved Certificate ofIrdepandence ��!,,'�_TY TO -- -1 _� _-,��2-2 Ed _ 11 Pefe,en,dd dtaode,d ,no Year (of :;taida,ci� Standard Ydam AANIA/WDM4/CSA JI 2/A44D-CS 2005 Equlerce ofPi 3duct 3tardai J� Uertifled S� spcti ons �rdm the code �rfi ,- �Ipmv,l fl,til All I Opr " F) �rt� -,hrmht"i �q;CY3�;I')01) D. u, ,!.I, -,L,,J 3' I L �2nO,9 D.T. Dis,ding FFC,�,p,-1 ) ','L,1/2:109 ),t� App-cZ 11:;IJ/2�jlj I Model, Number or Name Description __ - - - ___ ____ ,___________ ,___ ".., _,____,_____ __ _____ - _.____.___ __ - r� LZ 9110 �. I "" 2000 Alurmnumi �Furi �60.' rr_lSt5d4,-ri DSB. Fe - I, __ F ...... ------- Men UJF1_I'1i,1L11l1U,II u'.uu,U_sr1 I Limits of III, Installisdon Instr ctions Approved for use in HVl No -t,l:�,-_, `� I O��,� r v J",_ "'� �� � - Apionsved I. , in.or outside HVH7: , 1, ,, I - ' d I, � Lu I, P, L,,,,, ,,, P - 62' I 4 impact Resistant: k10 Crea-scl -,,, I n- -i r� P�r-/: �ec Doing. Pres ' une: 4HI, �u Evoldidetti a . Reports Other: 3" � the' L�Tl ,I api nt)� f,i -hr, ,119ti'll F I 1�",:, -_�_ L, I I ,� I � ,d� _�_ - � - L - �:r, -A - cins, P-d-t perho -maince, lim ts/E P or � ocier Crea-Ed _v Ir- :Th , � Per:/: -as I Int- .- 111.1 i -6--a (D a) C Cn — Q (D " -0 > = 0 (D c' = 2 a) in- 0 = cia -0 a- . .— M 4i C) CD -I..- Cn a) 40 = = CU - CU '— Cn CD _0 0 70 .�o = 0 ". —C:) = a) 0 0- = 0 ?: = = .0 U_ — (10 0 4-0 CIO %+_ C> CU > . Dn 70 E 2 Cn a) " a) -&-i 0- . C_ cn CIO 4C2 -6--i CU c- �-- -0 . = C/) < 0 4 Z Z W MJ A 0 � M _4__J (1) C) C 0 M 0 I -6-i CD a) c- < C/) ICU (3) > L_ 0 i CL M tf C/) CL < lisseell L) (D =3 -0 3: C) L_ 0- (1) (M) U) CC M LLI iE < 2-7 2: < _J CL SHEET NO. PA 1. 1, on acmi-i _pg1 Us,,R,giti H,trpi� S.b,,it P.bl_i_ I S.—h s—h. St- Ft� FBC Staff BCS Sk� M.p Urk, ProduCtApproval USER� Pblh� U- P > ,nie-, > > ApploaH., penal FL # FLG90S-P 1 �pplic:ntion Type Revision Code Version 2DO7 Application Status Approved Comments Arch,ved Product Manufacturer �l Al,nnnurn C.pnio-y Addl/Plrone/Ennail 1001 VV. Crosby Rd. Carroltrun, TX 75COO (972) 242-S271 E�t 207 van.jparedes@gactx,com Authorized Signature Luis Lomas rllomasolrlom 3spe,com Ted [cal Representative Ivan Paredes Addrsas/Ploone/Email 1001 W. Crosby RD, Carrollton, TX 75100b ivan.parede5@gactx.com Quality Assurance Representative Ivan Paredes, M,E. Addr.ss/Ph.rI 1001 W. Crosby Rd. Carrollton, TX 7SO05 [van.par2des@gactx.com Category VVindcws Subcatecjitry Mullions Con-lollaince, MethoJ Evaluation REPDf t 6 OM a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report Hardsopy Received Florida Engineet or Architect Name vvho developed LUIS R, LOMAS the Evaluation Report Florida License PE-62514 Qrality A,,nr.,c. Entity National Accreditation [Yanagerrent Institute, Quality Assurance Contract Expiration Date 12/31/2Ul 1 Val, dated By Steven M. Urich, PE Validation Checklist -Hardmpy Recei-ri C.Fificet. fl,cep-d-ce, PL�93S P! -_Ul E,�L Af Referenced Standard and Year (of Standard) Eq.I.inoa of Product Standards C-hfied By Sections From the Code 1dD9 1714.5 9B-72.070 ramm-liAssm- 2WAMMUM KISH— Lgffi JR�gi�b HItTIPcs SbdSur�! Sat,&F—ba P,bl—t—, UC1SS,tM,p �pk, Sea,cr Product Approval USER: Pubic U- P od�L App—al M , xoduci:w �PpltlanSaach > ArpEcation Lis >ApplicatimDetail FL # FL5444-R2 Application Type Revision Code Version 2007 Application Status Approved Comments Archived rR Product Manufacturer CertainTeed Corporation- Roofl ng Address/Phon2/Email PO Box 1100 1400 Union Meeting Rd Blue Bell, PA 19422 I 215) 274-2350 richard.a.snyder@saint-gobain.com Authorized Signature Richard Snyder richard.a.snyder@saint-gobain.com Te 'hnical Representative R. Allan Snyder Address/Phone/Email RD Box 1100 1400 Union Meeting Road Blue Bell, PA 19422 Allan.R.Snyder@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 R Evaluation Report - Harccopy Received Florida Engineer or Architect Name who developed Robert Nienniren the Evaluation Report Florida License PE-59166 Quality Assurance Entity Underwriters Laboratories Inc. Quality Assurance Contract Expiration Date 10/01/2010 Validated By John W. Knezevich, PE Pl Validation Checklist - Harccopy Received Certificate of Independence FL5444 R2 COI Troury ERD Certificalton of Irdlependance.pd Referenced Standard and Year (of Standard) Standard Yea ASTM D3161, Class F 2003 ASTM D3462 2004 ASTM D7158, Class H 2005 E q uivalence of Product Standards Certified By Sections from the Code Product Approval Vethod Method 2 Option 6 Product Approval Method Method I Option D Date Submitted 01109/2cog Date Submitted 07/27/2009 Date Validated Oi�09/2009 Date Validated 08/13/2009 Deh� Pending FBC App,.,al 01/15/2009 Date Pending FEC Approval 08/31/21009 Date Appao 02/03/2CO9 Date Approved 110/13/2009 1 1445, 5347 AND 5547 VERTICAL 1445, 5347AND 55,17 VERTICAL MULLION MULLION Limits ri Us. Installation Instructions Approved tar use in HVHZ: No Fl_S��JS PI H 08)?�'.142A pdf Approved for use outside HVHZ; Yes Verified By: LUIS R. LOMAS 62514 Imp act Resistant; N/A Created by Independent Third Party: Yes DES ign Pressure: N/A Evaluation Reports Other: REFER TO EVALUATION REPORT AND F , -5 R' AE.5102Z3Ajea? j INSTALLATION INSTRUCTIONS FOR DESIGN PRESSURE Created lb, ependentThird Party: Yes Ind RATINGS e http://www.lofidabiilding.org/pr/pr app_iffl.aspX?parani�wGE1 Ed. I, J R.giti.. Hi S & F-1 nub-ti- `Sd Stff BCB S�� M�p Jrk� S.-h 4 Produ ct Approval USER: P.bfic U P-d- > Applicau- Detail FL # FL12969 Application Type Nev� Code Ve., 2007 Application Status Approved Comments Archived Product (A-Lif-turer General Aluminum Company Address/Ptone/Email 1001 W. Crosby Rd. Carrollton, TX 75006 (972) 242-5271 Ext 207 Ivan. paredeso gactx.com Authorized Signature Ivan Paredes ivan.paredesOlgactx.dorn Technical Representative Ivan Paredes Address/Ploci-I 1001 V� Crosby RD. Carrollton, TX 7SO06 van.iparedd�qgactoin Quality Assui @nce Representative Ted Scroloack Addr/PhpPE/EnnaiI 1001 W. Crosby RD Carrollton, TX 75055 ted.scrobackagacox.com, C.t.q.ry Wiri Subcategory S Single Hung Ouroph. Method C.,I,ficat,.n M-1, or Iu,briq Certification Agency American Architectural Manufacturers Associ�tion Validated By Steven M, Jiichu RE Validation Checklist -Hardcolpy Received Referenced Standard and Year (ofStandard) Standard Year AAMA/NWWDA 1Cl/I.S. 2-97 1997 AAMA/VVDMA/CSA 101/1,S,2/A440-05 2005 Equivalence of Product Standards Certified Ry Product Aplprova� Method Method 1 Option A Date Submitted 08/28/2009 Date Validated 08/31/2009 Date Pending FBC Aippro�al 09/04/2009 Data Apir--d 10/13/2009 Series 1900/ 1970 Limits of Use Approved for use in HVHZ: No Approved for ... outside HVHZ! Yea Impact Resistant: No Design Pressure: +44)/-40 Other: See attached drawings for the installation instructions, product performance, limits/DP and othei limits of use. Aluminum S/H (rin) 54" x 72" Insulated Al OSD Per Manufacturer's installation irstiuctlans. Certification Agency Certificart -Li-116F RD C C AC C, Sdn,x� V�00-1��70 (54 71) APCu",�1 Quality Assurance Corl Expiration Date 08/11/2013 Installation Instructions EL12-IS8_ PO 11 03 CS-D057B4 Re�.t�oIul�kqf rl 1296F P101110' 08-OC37JA De,iq, , cL. ocr- Verified El Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports Created b.v Independent Third Part,v: FL # Number or Name No 5444.1 CertainTeed Asphalt Roofing Shingles Limits of Us. Approved for us in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to ER Section 5 for Limits of Use Description 3-talb, laminated, architectural and 4-tab asphalt roof__� shingles staff on Imstnuctii ns I lati struct FL5444 R2 11 erO72709PINAL Asphalt Shingle FL5444- R_2.Qdf Verified By: Robert Nieminen, RE PE-59166 Created by Independent Third Party: Yes Evaluation Report. FL5444 R2 AE er0727o9FINAL Asphalt Shincla F. 5444 R-I.pd Created by Indrident Third Party: Yes oep- fC---ky Aftft rid. Bi,,Id�g Cd. �Ap. Codes-dSt-dard, 25SSShu.ad ak1b,1,p ,10ee, fld, 32299 2100 487-J824, Fox (850) 414-3436 a - = w. rel 2--m V, 0A i na OCISH,,, Lg S f I l,t Top� bmkSu,,hm, St,t,&F,,t, P,blI,,t,,, FBCStai =SSil I Lnk-, Se.— C Produ It Approval USER: Publ� �er Aipplifidoitet.il FL FL12103 Application Type New Code Version 2007 Application Status Approved Comments Archlved Product Manufacturer Alside Address/Phone/Fmail 3773 State Road Cuyahoga Falls, OH 44223 (330) 922-2389 nthompson(�alsicle.com Authorized Signature Nick Thompson nthompsoriCbalside.com Technical Representative Nick Thompson Address/Phone/Email �773 State Road Cuyahoga Falls, OH 44223 nth son pson@alside.com Quality Assurance Representative Jack Mowery Address,'Phone/Emall 3773 State Road Cuyahoga Falls, OH 44223 (4 19) 8 53-46 56 jmowery@alside.com Category Panel Walls Subcategory Siding compliance method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer X Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Alan Reeves the Evaluation Report Florida License PE-i9354 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/3 1/2011 Validated By Steven M. Urich, RE W Validation Checklist - Hardcopy Received Certificate of Independence FL'2103 RD Cal cent of indepencenceudd Referenced Standard and Year (of Standard) Standard Year ASTM D 3679 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 02/12/2009 Date Validated 02/25/2009 Date Pending FBC Approval 03/0 1/2009 Date Approved 04/07/2009 12103.5 Coventry Vinyl Siding Limits of Use Installation Instructions Approved for use in KVHZ: No FL12103 RD Il Ccventryupd Approved for use outside HVHZ; Yes Verified By: Architectural Testing, Inc Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; For use as exterior cladding only. Not for use in FL12103 RD AE Coventiy.odf HyHZ. Allow ble Design Load for all configurations (Double Created by Independent Third Party: Yes 5 , Double 5 Dutchlap, Double 4", Double 4" Dutchlap, and Triple 3" +/- 86.5 self with nails. d7 BCIS H Log In Use, Regau,ton I lot T.p. Sbrpik S-Mga St.0 & F� f uI,Et Pro Staff DCS Site 'lap Product Approval USER! P01ic � 'diXt Arl P1, FL # FL12199 Application Type New Code Version 2007 Application Status Approved Comments Archived v7r Product Manufacturer KAYCAN LTD Address/Phone/Email 402 Boyer Circle Williston, VT 05495 (905) 793-9462 Ext 235 alex.jovanovicCcIikisproducts.com Authorized Signature Jovancvic Alex alex.jovanovicpkpproducts.com Technical Representative Alex )ovanovic Address,'Phone/Email 255 Surnmerlea Road Brampton, NON -US 05476 (90S) 793-9462 Ext 23S alex.jovanovic@kpproducts.com Quality Assurance Representative Alex 3ovanovic Address,Phone/Email 255 Summerlea Road Brampton, NON -US 12345 (416) 553-6818 alex.jovanovic@kpproducts.com Category Panel Walls Subcategory Sofflts Carl i a n ce M eth ad Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, Inc. Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Robert A. Walz, RE F5 Validation Checklist - Hardcopy Received Certificate of Independence FL12199 RD COI 1CC -surtificats, of mdaidendencs.pdf 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 03/02/2009 Date Pending FBC Approval 03/05/2009 Date Approved 04/07/2009 FL # Model, N .-ber or Name 12199.1 �erVemtcd 12"/Solid 12" Description - ----------- Triple 4" Partially Perforated Vinyl Soffit _[Ce Limits of Use Installation Instructions Approve for u:e in HVHZ: No FL12199 RD 11 Kaycan Installation.pIsf Approved for u a 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 FL12-199-KDAE ESR-1495jari O9.pdF 13C IS k 5, 1 U-- Refim 11.t T.pi� r4 Submit S—hrge staid & Fadb� P.bl��t FEICSo,ff 3C:SS-M., Urk� Sea— 3; `Cs Product Approval USER Pubic P odixt Approval Menu, �rduciror,rpphcauon Sh Agk.aton -,]�t Applkti.. Dt.11 FL 4 FL2075-R3 Application Type Revision Code Version 2007 Application Status Approved Comments Archives! Product Manufacturer Florida Metal Products Inc. Address/Phone/Email 6940 Stuart Ave Jacksonville, FL 32254 (904) 783-8400 clarkC6flamco.com Authorized Signature clarklones clarkpflanni Technical Repiesertative clarkjones Address/Phone/Emall p . box 6310 Jacksonville, FL 32236 (904) 783-8400 clark@fiamco.com Quality Assurance Representative clarkjones Address/Phone/EmaiJ p o box 6310 Jacksonville, FIL 32236 (904) 783-8400 clark@flamco.com Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Certification Mark or Listing Certification Agency Miami -Dade ECCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard V-r TAG 100 (A) 199S Equlva lance of Product Standards Certified By Product Approval Method Method I Option A Date Submitted 06/OS/2008 Date Validated 06/30/2008 Date Pending FBC Approval 07/08/2008 Dat a Approved 09/15/2008 �ummary of Products FIL # Model, Number or Name Description 2075.1 VENTRV10 VENFFRVIO Limits of Use Certification Agency Certificate Approved for use in HVHZ; Yes FLZC75 R3 C CAC �7-1105.06 RVIOMIAMI DADE.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 01/31/2009 Design Pressure; NIA Installation Instructions Other: FL2075 R3 11 07-1110506 RV10 MIAMI DADE_� Verified By: Miami -Dade BCCO - CER created by Independent Third Party: valuation Reports Created by Independent Third Party: 2C75 2 VENi Limits of Use c 0 Certifi ati n Agent Certificate Approved for use in HVHZ: Yes FL2,075 R3 C CAC 07110506 RV10 MIAM DADEI)d Apprc,ved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data I -pact Resistant: N/A 03/13/2013 Design Pressure: N/A Installation Instructions other: FL2075 R3 11 07110506 RV10 MIAN11 DADE.Pud Verified By: Miarri 9CC0 - CER Created by Independent Third Party: Evaluation Repo tz Created by Independent Third PartW. DCAAd,ln6trat1dp FC.4yAffW Fiwb Buili C,� corm, Code, -d St-d-dS 2555 Shurd 0- �ulav Flonda 32399 -2190 350) 487-1824, Fa, (S56) 414-3436 10 =_W9 Submit S�harce Stats & nac� Publicadi FSC: Staff DCIS Site Map i bnk� BCIShome Logro usarFag[s�mtipn HotTopil Scr Product Approval USER: Public User d- App, I,— , e,dmt �ppka -,In Appi-t- Ll , Applicati. Dat.il FL FL11024 Application Type New Code Version 2007 Application Status Approved Comments Archived F-al Product Manufacturer Southeastern Metals Mfg. Co. Address/Phone,'Email 11801 Industry Drive Jacksonville, FL 32218 (904) 696-4682 jhkelseyAsemetals.com Authorized Signature Jeremy Kelsey jhkelsey@semetals.com Technical Representative Jeremy Kelsey Address/Phone/Email 11801 Industry Dr. Jacksonville, FL 32218 (904) 7S7-4200 Ext 4682 jhkelsey@)semetals.com Quality Assurance Representative Gerry Shotsberger Addrer.S/Phone/Emall 11801 Industry drive Jacksonville, FL 33218 (904) 696-4204 gipshotsberger_Dsernetals.com Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity Miami -Dade BCCO - EVIL Quality Assurance Entity Miarri BCC:O - QUA Quality Assurance Contract Expiration Date 04/15/2014 Validated By Mrami-Dade BCCO - VAL Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard TAS 100 Year 1995 Approved Evaluation Entity FL11024 RO Equiv 2008 NOA Weather Verl 11" 1 MINIM" I I ECIS r-e in U Regi,x,p F.I,T.Po� SubmkS—ha Sa�&Ft� P.1bicat—a FSCStaff BC7 3ii Lnks Se� Product Approval USER. bl, U-- >ApplkatlonDt,il FL FL722 -R2 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Metal Tech, Inc. Address/Phone/Emai 7635 w 2nd Ct Hialeah, FL 33014 (305) 970-7507 steve@metaItech.com Authorized Signature Steve Pulliam Engineerm9@metaltech.cQm Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category S h utters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Harccopy Received Florida Engineer or Architect Name who developed Robert S. Monsour the Evaluation Report Florida License PE-119SS Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12,31/2010 Validated By ORLANDO L. BLANCO, P.E. Validation Cheol - Hardcopy Received Certificate of Independence F1722 R2 COI 024 cart ndlDeri Referenced Standard and Year (of Standard) Standard Year ASTM E 330-02 2002 SSTD 12-99 1.999 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 01/27/2009 Date Validated 02/02/2009 Date Pending FEC Approval 03/11/2CO9 Date Approved 04/07/2009 FL # Model, Number or Name Description 722.1 .024 Gaiv. Steel Hurricane Panel Limits of Use Installation Instructions Approved for use in HV"Z: No Fi-72, R2 11 G74 dre.on-nd Approved for use outside HVHZ: Yes Verified By: Robert 5, Monsour PE 11955 Impact Resistant: Yes Created by Independent Third Party: Yes D I Pressure! N/A Evaluation Reports OaS her: Not for use in High Velocity Hurricane Zones of the FL722 R2 AE 02,1 evaluation.odf, Flotrida 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" CCAA-ritrardn Dapn� fC---4yAft_' FWW� 8.r1d.9 C.d. Cd,1M. Cd -d ST-d-d. ,55 Sdomard 08�ulevard a 11avae, Flonda 323 9-21LO 85f) 487-1824, ca� 12501 414-8436 Bi Wg:r, U,erRa,,t.o S,bm.ltS-h..e Sta�&F.cta Publl,� FBCSt.T BC:SS,t�M.p Searc, Product Approval USER: Pub1c Use- 'Appliditi..�tail FL # FL4804-R2 Application Type Revision Code Version 2007 Application Status Approved Comments Archived N1 Product Manufacturer Alufab Hurricane Shutters Inc Address/Phone/Emall 13000 NW 38 Avenue Opa L cka, FL 33054 0688-4701 (305) Ext 19 anthony@alufabhurricane.com Authorized Signature Robert Andrade adthony@alufabhurridane.oam Technical Representative Pedro De Figueiredo Address/Phone/Email 6971 West Sunrise Blvd. 104 Plantation, FL 33313 Engco�daol.com Quality Assurance Representative Address/Pho ne/Emall 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 Pedro Dis Figuedredo the Evaluation, Report Florida License PE-52609 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12J31/2010 Validated By Jesus Gonzalez, P.E. WE Validation Checklist - Hardcopy Received Certificate of independence FL4304 R2 COI 09-032 CI.pc1 Referenced Standard and Year (of Standard) Standard Year ASTM E330, E1996, E1886 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Product Approval Method Method I Option C Date SIlarrillstel 04/10/2009 Data S.1broittisd 07/09/2008 Date Validated 04/22/2009 Date Validated 0711712008 Date Pending FEC Approval 05/18/2009 Date Pending FBC Approval 07/18/2008 Date Approved 06/09/2009 Date Approved 09/15/2008 FIL # Model, Number or Name - 11024.1 Weather -Vent" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ; Yes Impact Resistant; N/A Design Pressure: N/A Other; Description Off -Ridge Static roof vent Installation Instructions FLI 1024 RD 11 2008 NCA Wearher Venrjpd Verified Bry; Miami -Dade BCCC - EVIL Created by Independent Third Party. Evaluation Reports F I 1102 4 RD AD 2008 N CA Weather Vent. rot DCA Ntonolipts- D,partmo� ofCommuElty Affan� Fib— SUIA*W d- _11h. CW" d SMWards 2555 Sh-ldrd 0- 30449 F-d, 32399-2100 V, 117 1821, � (650) 114 PIE # Model, Number or Name Description i 4804.1 24ga & 22ga Steel Storm Panels Corrugated 22ga and 24ga Steel Storm Panels Limits of Use Installation Instructions Approved for use in HVHZ; No FL4804 R2_ 1] 09-032 DWGpdf Appra,ved for use outside HVHZ: Yes Verified By: Pedro De Figuereido 52609 Impact Resistant: Yes Created by Independent Third Party: Yes Design Press— + 104/-104 Evaluation Reports Other: Product to be manufactured, designed and installed FL4604 R2 AD 09-032 PER.pdf as per drawing 09-032. Created by Independent Third Party: Yes baparimcrit vi'Comirm-ity Aff�irs Florida suffirsing Code 017fine C"deSa"'Sta"""" 2555 sh,111,d Oak 1� Teviaho5sce, Floda o2s99 .1.100 (85,� 487-1824, Fax (850) 414-8136 U) cia o (D ,--a U) (D -0-0 CU —cu 0 (DL_ C�_ 0 — LL CU C) -4-- CIO %+_ 0 CU > E Cn W CU -1 co 4-5 U) LU CU CD U) > CD cn CD 0 CD U) _j CL SHEET NO. PA 1.2 T --,I �d J, I I HFT ___F_ _--T`_T i T i V ___T___ I __r --- F_F_ — T_ ----F -�t, T, -�l 11 -i -"IT, i,