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HomeMy WebLinkAbout37601-37611 Georgia Ter0 r ABBREVIATIONS A.B. Anchor Bolt Flr. 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 Galy. Galvanized ALT. Alternate G.C. General Contractor B.C. Base Cabinet G.F.I. Ground Fault Interrupter 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 Int. Interior 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 Plt. Ht. Plate Height Fin. Flr. Finished Floor Plt Sh. Plant Shelf F.G. Fixed Glass PSF Pounds per square foot Flr. Floor P.T. Pressure Treated Fdn. Foundation Pwd. Powder Room I� 01/21/11 P REVISIONS Rad. Radius Ref. Refrigerator Req'd. Required Rm. Room Rnd. Round R/SH Rod and Shelf SD. Smoke Detector S.F. Square Ft. Sh. Shelves SHT Sheet S.L. Side Lights S.P.F. Spruce Pine Fir Sq. Square S.Y.P. Southern Yellow Pine Temp. Tempered Thik'n. Thicken T.O.B. Top of Block T.O.M. Top of Masonry T.O.P. Top of Plate Trans. Transom Window Typ. Typical UCL Under Cabinet Lighting U.N.O. Unless Noted Otherwise VB Vanity Base Vert. Vertical V.L. Versalam VTR Vent through Roof W Washer W/ With WIC Water Closet W.A. Wedge Anchor Wd Wood WP Water Proof 1.00 NEW CONFIGURATION UN 010101 winial NOW ININININ MINIMUM 4 UNITTOWNHOMES Please be advised this reviews of r ans submitted is a �,-.- L� r�1.�,,— cursory review to assist the u actor in compliam vim' applicable fire safety codas. 1b1s rev1Pw1^ v �Z l �'(� 57601 to be a final approval of t�-_ f _ .,j plans. It 'Is the /;�-contractor's sole responsibility Vons'_arc: that the plans are in tp � complete compliance with 8P 1pPl,�.,,Ji -SPA codes and - Tocal ordinances. e e �,,nt t%� er e yam, anon or g t, 3 7(0401 � ® e' site inspection reveals areas of c shall be p J the contractor's sole responsil� �I e 4 : nse to bring those areas in cornpiiance The t responsibility for the contractor's failure to bq In4 ,...pliance with all applicable NFPA Ccelnq �-- : ;,aiordkiances. SUBMITTED PLAN(S) HAV li N REVIEWHS BY ZEPHYRHEL FIRE S OFFICE Date: . Reviewer:____ _v LENNAR.. ILAND PARK - 4-UNIT TOWNHOME 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 S4 DETAILS v S5, DETAILS S5.1 DETAILS SS ` RETROFIT DETAILS D1 FRAMING DETAILS PA 1.0 PRODUCT APPROVAL PA IA PRODUCT APPROVAL PA 12 PRODUCT APPROVAL WP WATERPROOF DETAIL MEAN ROOF 15 FT. HIGH T71 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 L` W u St � N Lo Z3 to CO N cM o O GAD O N 4± toNr. 0 b oo N C m tC u U U-Mm U DYao 0 OD am map3 Qo. n V rn .. 0 B DoW , f� si N i�lf,ar gti^ Ac ` a s_o 0 m iiD A- Z% EtJ� 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. A G7 N IM Ln Z :u M � rn C) Q n Z Q .O V Ce i N Z rn Z M J W Jocu Ln N Ln V .J L' Q Z W WEER . U,' HZX°d LL,00 M Z >_ 8 � O 1 W~Z Wb�w co Qa =3po (, iE C, T"'1 O UJ aiZ J ,-1 G N0 � = LnZ 11� J Q O I- QVS Ne be 68.0 o Z w �, w z�ao:® �• _4_;a�°jr UJ O LL z a 1 w 00 CC 0 iYi 1 > ; O W a O I W in z g Z 0 SCALE : AS NOTED PLOT DATE :07 12011 VERSION NO. imoo JOB NO: ll-0958-0961 SHEET NO. — ,_, ,. __T___ Ir—T'T — I 0 0 0 Room 1 Wall T-0" L 1'-0" L 2-6" L 9" { 1, 2'-0" L Room 1 Wall Room 1 Wall N�--a I-IEJ 111, 3'-6" V-6" 10" It CABINETS ABOVE 0 0 0 a o 0 0 0 WASHER DRYER (OPTIONAL) (OPTIONAL) Z I � LAUNDRY INTERIOR HOMES SHOWER OPTION GUEST BATH L10" k 2'-9" ilL10" I. 49 ow ow KITCHEN - NTERIOR UNITS a @ 3r A.F.F. FOR POSSIBLE SHOWER IOTCHEN GRAB BAR PER ADARM REI WALL tTTO 19'A.F.F. FOR POSSIBLE WALL HUNG BENCH SEAT PERADA REQ. BACIONG --- Z ADA REQUIREMENTS - BATH Room 1 Wall ooa000 O A 0 1.10" k, 2'-0"om Al MASTER BEDROOM ARCH SCALE: 3V =1'4r 14'-0" 12'-8" 3-8" 10'-4" 1 T-8" 34" 7-0" 3-8" op 2 25 SH r HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ H 1 112" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 112" FLITCH PLATE (2) - 2X10 #2 SYP W/ H3 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ H4 112" FLITCH PLATE (2) - 1 3/4" X 11 1/4 H5 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 " VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS IIT 1398 -FLOOR PLAN SCALE: Y"=V-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" DA +33.4 / -36.2 © +33.4 / -44.8 +31.9 / -34.7 OD +31.9 / -41.8 +29.9/ -32.8 OF +29.9 / -37.8 GO SEE COVER 120 MPH OH 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 ''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 ''/2' 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. 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 9'-4" TOP OF MASONRY WALL 1 V-0" TOP OF MASONRY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING 1400 S.F. GARAGE 241 S.F. LANAI 101 S.F. ENTRY 21 S.F. TOTAL SQ. FT. 1763 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION JR-11/R-13 KRAFT FACED (GARAGE / LIVING) A G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. N L C .4) C vi C F- N o Mn o L o aOOo 00v)N E VV)) m ((i21 vU a) :2 ` C (D m ti M M .F= 0 M Y a Qi :5 ' U 0.0 ' am _ fan C) 0 AD B D. NCBPC o���t�E611�i � LL33 I d J � To the best of the engini �q I. o l ", understanding, the structura plFEaa t specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O IM CNLO ' O M V M O Q aj I;rf l� �L cQ G ALL^ i RV n v Z W J O Ln a) LLn V Q Z W J w LL Uj 0j� g8 ZZQU O z�ZZ = �Q z Z Z o �� W rl fy)8 S 0� ;&o 8�a0Z0 T—q O W � � II'O 0 N kO Ln Z Z Q 0F3 0 ZW13 b r y j & 0 Z LZLJ Co ��� ��O 8 M LL Roza Wo Z 00 M CC o re) 1 a Lu Z O H ILL i z z Z O g SCALE AS NOTED PLOT DATE : 07 / 08 / 2011 VERSION NO. 1000 JOB NO: 11-0958-0961 SHEET NO. 2 1 El i �.I. .I 1 NI rl_._I 1 7- -1- rr-i 0 E Room 1 Wall 3 1'-0" L 2-6" 9" 101 2'-0" L Room 1 Wall 0 so 0XE D_ 3'-6" V-6" I 101, CABINETS ABOVE WASHER DRYER pp,now) (OMMAL) LAUNDRY INTERIOR HOMES SHOWER OPTION GUEST BATH Room 1 Wall � e L 10- 2'-9" yifi 10" KITCHEN - INTERIOR UNITS REINFORCE WALL Q 3rA.F.F. FOR POSSIBLE SHOWER IOTCHEN GRAB BAR PER ADA REQ REINFORCE WALL 17TO lrAF.F. FOR POSSIBLE WALL HUNG BENCH SEAT PER ADA REQ. �at6BACIONG —Z ADA REQUIREMENTS - BATH Room 1 Wall o—oo O DW 0 L 10" g 7-0" A��. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X10 #2 SYP W/ H3 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 112" FLITCH PLATE (2) - 1 3/4" X 11 1/4 H5 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS IIT 1399 -FLOOR PLAN SCALE: %"=V-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" qO +33.4 / -36.2 © +33.4 / -44.8 +31.9 / -34.7 OD +31.9 / -41.8 EO +29.9/ -32.8 OF +29.9 / -37.8 O SEE COVER 120 MPH OH SEE COVER General notes 1. If water based ceiling texture material is used, Provide %' gypsum board for 16" O.C. Framing, or 5/8" gypsum board for 24" o.C. Framing. Note Y2" sag -resistant gypsum board may be used I.L.O. Of 5/8" gypsum. 5/8" type 'W 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 ''/z' 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. 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 1■■■■■■■■■ ' ' • ' • • ll; i Oil loin 1 V-0" TOP OF MASONRY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING 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. L C >a 1 � u C:m 0 r vi C v � CO P Cd N C M ohm V N O t) yN� Omp E N -p mid' U , m �-0 C (D a'o 5Mm M v= 'E '- M Y �YN O U °0 'o a W NQn It � CD 0 6 erbal o (SA t 44el� %� � m � A Q_ LL �: i• Z \ 0•8 EN G`V& `ON To the best of the enginee s1�rt�kle ge 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. i O -r-4 M (V IM Z M O O O 'i M Q .0 d' H a: 3 �N L �+ n N Z O J W �O� LA (1) L V r-1 Q Z LU w LL J LU mZ! a W M O Z�- Z Z<0 Uf� C:) "Z"Z~Z pp,, W OCJ ro C L U a M 3 O o 40 OR5 W N T CL ° W IZ ow rl NO T z Ln z J 03 ^ O12 zO L O Or-0 ° m LL LLJ in ~ $ <, 9 LU Q LU C:) ZILL O Z 0- X 0 < / LL Z 0..L M 1 r �°�W ~ � � 0 �• LL Lu 'y^, Z ga Z SCALE AS NOTED PLOT DATE: 07 / 08 / 2011 VERSION NO. 1000 JOB NO: 11-0958-0961 SHEET NO. 3 0 T-3" T-3" 6'-10" CABINETS ABOVE 000 � o000 � WASHER DRYER (oPRONAL) (OPTIONAL) L LAUNDRY EXTERIOR HOMES SHOWER OPTION GUEST BATH KITCHEN - EXTERIOR UNITS 8 @ 3r A.F.F. FOR POSSIBLE SHOWER IQTCHEN GRAB BAR PER ADA REa REINFORCE WAIL 17 TO 17 A.F.F. FOR POSSIBLE BENM SEA BENCH SEAT PER ADA REa �D S MNG --- Z ADA REQUIREMENTS - BATH SCALE: Y,"=1'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 112" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X10 #2 SYP W/ H3 112" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 112" FLITCH PLATE (2) - 1 3/4" X 11 1/4 H5 LVL 2.0E Fb=2950 (2) - 1 3/4" X 9 1/4" H6 LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED * SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 1501 - FLOOR PLAN OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +33.4 / -36.2 © +33.4 / -44.8 © +31.9 / -34.7 OD +31.9 / -41.8 OE +29.9/ -32.8 O +29.9 / -37.8 GO SEE COVER '� 20 MPH HO SEE COVER f`nnnrol nnfn 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''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. 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. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. 7. The garage shall be separated from the residence and its attic by not less than 1/2-inch(12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. R613.2 Window sills In dwelling units, where the opening of an operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4-inch-diameter (102 mm) sphere cannotpass WALL LEGEND 9'-4" TOP OF MASONRY WALL ice%%%%%%%� � : • - • • - 1 V-0" TOP OF MASONRY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1 ST FLOOR LIVING 1517 S.F. GARAGE 260 S.F. LANAI 104 S.F. ENTRY 20 S.F. OTAL 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) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. L C a� u 0 M vi C I- N 2 N Mc Ong O CO 4) ocio EEo T -0V � m •� � to UM� 1 ` 2N U �c o 30W a am min COQ.. m �- 6 A � B 0 D C N f BV *I ;r f4N1111111 t/, ,,, ,`,s`RL .,.`�.. aULLS�.T'�` •.T ., 1�F �_ `�S Z cI `"s 01 f0 2 Z M� �'? 0 �• `z bA p O•''tl�.a. a a • p ,� 8 m a 1?N G\V1 �����t/[ (1 'AA IIt1ti*��► 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. 1! O '- M N M Z � M 1L=no (M O j rI a•�. tea, Z (` LL cC Z i N N Z W J�� L U Q Z Z LU �0Z W J LUZF-�D_ Lu Z tr M Lu or- Z�00. z} U O 1 W J a S 8 rg M S�° Z0 L O 0 LU Z r-1 �O O tO rl Ln Z Z rl 0 a {0u09� � m z O 0 ZO,fozZ DaaaD A � I- LU Q _ r�0fZad 5 >7 ,� O o s ECL o r~ Z O LL > F_ Z Z g Z O D SCALE : AS NOTED PLOT DATE : 07 / 08 / 2011 VERSION NO. 1000 JOB NO: 11-0958-0961 SHEET NO. 4 N .N lJ d. M V C t— N tC N 0�� MO 4 N 0 O N o0 m vU N � t L M D 0 ON U �n.0 a� 'y o' Nay Ln v A 0 B Da N•C•8 •D •C �y � WW �' _pyp aJ UL V' LL to VV LL .40 K �2 a. �r r •a ifrLl�A h a• ''tf.... •' 0111e, V'�C ENG\xx �� `. fit % - To the best of the engineers knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. C) 2 M N M Z M 0 O tiD O � Z� M 0 z i N N N z WC) W (U Ln (1) L U M Q z z LULU W� J mZl— a W 00 opO>.z<0 za8Q� O x�ZZ~z "zM6 rl a c� 0 —1 O�Lo a3Uo U=Osw® 7� O ri ■ ri HOZ C J !S J �W W NO Ln Z Ce uq� 0 Q^ O ¢ En he Coe Z U C O 1..� J 2 V 1 m Z H Q ~��a�� Z �$0LLZ� 0— >7 Z LL 2 If LL COI 1 W <~ CD J LL > Z z O g o0 SCALE AS NOTED PLOT DATE: 07 / 08 / 2011 VERSION NO. 1.000 JOB NO: 11-0958-0961 SHEET NO. 5 ..1 ate•--.....--�,„..- :.....__ , .... :-r - .... -L-. .. -�., -. ._ - 1., ,_ ,-.r ....._-.,_;,,,_,... �..'--�^a-_ _'-am§s .:,-..=ia.-.'�_-.;�.y.�.1 .x..,d«..-`_,m..�® _l_ ___"".m""-...•-�-_I-�:ceu+i:--.,.,.. �a•.vara.__:::w,:c•a'r '-�m.e.•• ..:_w:..-i-.7:.:-L.•sq:c= _1 .,�,�:„ T_µ"'"7Yx, _.1-,,..,a.- re`=,'�•=.1_:rvan-.— hc..; .aka'ams lv^a.:.rx-_ �-.y-,+m•.e^ xv+m-.i - .__.. ,.,.:'.m'_`.".'.: _ _. -A... 12 - T r- 6 . � � ,�•,.,-r; y-.,_ . � .._,ter,- --•�- _ r-_�:�sl-�._. �_ _ ®L._.�- _.....,.�. � � - - _ 2...._ ._.-a...�..-' ^ �'�..=.-. ids _�.� i . _._.. _.1.. _G ' 6 - __.-._-`--_-- j � 12 r r T.12 � I -- ' � L l L ._ __ .. -� _._. �.,d..-:-_- .-�a....A_ .,:_' � .-_y,r _-�::-.tea• _,_,�b. �. ? _.--.1-__ _�.,,� s ,t:. � �„� _ _ _ �--a .�.tr `�u�Z , 12� , T , 11'-0" A.F.F. - - �:.,..�..-� ..:-L- , r__ - � .„�--;m•... = 1 -_ - -- - _,_ ,_ _:_ ,�..,�_ _ .,_._,, - — _.— -- PLATE HEIGHT T - '=m.-_-..-:. . -vmve �___'::::-:*a�±S-nr vrmee.-�--:�aLic __. -... �...::vwudrc .,_..+mow'«=:A :.amw-!:.._:sw� x..�wv::?.-mwm mow` ._ Mm,�n ::.:.ttHmer.!- mwe§s.._:, aryl S::s...w uw,.�b•-._ _..- I 6 " 9' 4' A.F.F. NON-FUNCTIONAL GABLE VENT PLATE HEIGHT 7'-0" A.F.F. WINDOW HEADER HEIGHT — -'�• - -- ., - ._ . DOEIE11 6" SCORED / \` 4" SCORED r ❑ i, 9 / \ /mm _— BAND BAND❑❑ ❑ ❑❑33❑111 00 I 9 .i •1 ) F ........ 3 _--�,....�.--mF.� i Li - 4 x-.m. ...,spy. I i I, t• ••NISHEDFLOORU•`"%`'it� = ..II it � •.., Ik. 13 __I--_'____............. - _ .__... - ____......LL�.,,.a......,e...,3 :> :4 .�• fit••'••" t•• 3 ti '•rJ• ..ii ' �.L•. ,•M 8"SCORED CEMENTATIOUS CEMENTATIOUS BAND TEXTURED FINISH TEXTURED FINISH TYPICAL TYPICAL FRONT ELEVATION SCALE: 3/16" = T-0" SHINGLE ROOF TYP. ...-L �... _ - .gib ..�_ .... a �_.-_.....�:,. :g .�- m,.�. •--.._:�:: . tea,.•.__ � .. -_-,-,t�:,,: , I A t 12 r -_.c,..c._.__.vc:cc_ '-_7._....o«wa_-......«.a...-_ r - � c,�.:._ ._,-...._..__«s,«.____ ..__..,.�_ a.... ,..•y'-.-. _,a«v> � a....�n>; ._...a ..... a..-�— _ __- _ . .:::;:�..xxrot.�._'.e- , .- »o ��wse.. _—__�•�xs_..r :�re�', _-.._ _._�•.-.' �,_•,i�ro:.. :-. ..r.- �-T`""'". --y- , r r , • � -. .._-.. i _i. .__..__.. _a_. .J_ --�- __: .__ :�.-- -.-... _._. ... .�_ a �_ _: __; . __�—�_.. .a.. ..._....._. ... -I_.., a.. ._.._. _L �. .. i 1._. A.a-.,, y�� � a,®. _..«-_ ,:ay:.a' �.. ,.� .m».p.;,,.. �-. ,� _,„,��. �.�., a:.• -- i a.d. ._-.°�,�.-ram. m.._„.. ...,.:�. +.,.,. .. � .�::� .�...•�......�.. .. ...zx»�.c-..�.�a .�.,,... �<,�....._. -- '"- -^'_ ,..... n ....--,m.,..�....�.. � .._ �_ .. - _.A. ._.... _, ' t. ._ —. _.. .t ....._. � _. _ ..._.._ ._.. ..a. ._._. .._. _._. ._. .._.--�v..-_.. _ss•e..__. _:..ssrcvs.x::aesnrc. �:mmmak_:-:.-:::.: -._. __...:...:�:�_ --a4.aa-_. •: ':.. � �-- _:A __u-L. .__c, :-a.= �..-.�.vms�_v:� .... L. _...L- :__�...— _.._.-:...�;.�-^'=r��a__.�:�..__�-..r-o---:'_,...«...........................e.'.�,�_= ...__....,„„�•„_._.1�_......:.s:.:--.`-`-�»:'-_...r..-.� .. _...--�am.'� _r _....s....-._ __ .. .`L-�- -. tea. _.a.-. _ __..,.+ .s,_ .�--•--r--.__....-._ .......»._-..w-••--�_. __ ....d,._ _r _...a...._ �. _ '^.n-._ _ .,..�..._. T--,-.-•a.-v.._-....m �.:g.L_.-_.�mdu--. --- , 11 -0 A.F.F. _ .: __�_ __ � __ _ • 4 �. =-'-��_.�_ �=-� _ - --- _�-<-.___. _ - - _-�:__�,�._ _ -`��-. ` __�.�,®. ;-,_�..�- _ _ - -_` - -_-',_`-"_ ._ _. -- _ _ u. .. _L.- ,�.�-.__- PLATE HEIGHT _-„� '. __`a .�'_.',:,.�,._._®,� .._'�,m^" �__a�..e._,_ ._._.. _._ •:,: _.,.�,..,::._.:..,,.,...: �,,.�.:_._. _._..�.-_ _..«.,-m`_-�=�.d.=_, a.�,�_._....,�.-.�...,._.,._.�...•...�....a.... ...:.,ate._=..- ._ ._ -: �"� - �_u..u,..,w' a«._ ,.m..... _. . ___-u���,..., e� `T� _ ..t �r � _ � .._.. 1 _ r„�acr__ .. ,.�„m, _-.ww_.. .u.-..—^"'�^.,'" : ,._emu__ -[ ",o' '•.�"-r••-•-1' _ _..�,,.o-n,.._ ._ .,..... _ - _ ..m......_...:«., a.�_ , ^"^.a`"_''-"'y""^'- - - _ _ _ f•--.•...'—w...'�,:a.:_ _ _ �....,�- t _ 9 4 A.F.F. -- -- _._ _�-—�-- PLATE HEIGHT 8'-("A.F.F. _______ _ DOOR HEADER HEIGHT WINDOW HEADER HEIGHT / . \ / 7 6" SCORED j BAND / \ 0'-0" FINISHED FLOOR --- CEMENTATIOUS CEMENTATIOUS CEMENTATIOUS TEXTURED FINISH TEXTURED FINISH TEXTURED FINISH TYPICAL TYPICAL TYPICAL REAR ELEVATION_ SCALE: 3/16" = 1'-0" r r r r r r 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 IN ROOF OR DIRECTION AND CHANGES SLOPE AROUND ROOF OPENINGS. R703.6 Exterior taster. p 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. U) 0 0 u s :� C - vi C H N o�Mom E o cD tnn ono m •Q "' C: M rL 4) 0 N O U Y LO o$ 0 a v 0 BD •C.s-n -C o I `% `.�`� � IG�RL i�'r''r•�,,, r gypN s.e•••�• �.• Z �1 qq r L� �7 rG1'� 'VJ n IY� u_ Yk - Inz: 4 J W y r c � 4w {p• � 0 134• m' ENG `,�`%N �, 1 1 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. I T ch N M 0 Z +�•+ M O C) (A CD rM N > ,--t Q 'i M ' z ALL^ z W W -� CD LA N L V Q Z LU W�tZ J W v� vtoo z�Zpz rl z O ej J 7I M raa�3.88 84O WN 5 FaOZ® K3 a W T Z to O NO Q L / 1� W J 3: J QY O W J 0 a H 3 d Z a � DO Jn! Z Z Q W O zpuil.f��zi Q0-jaor- M 7� CD % a as O zLU z 1 u L z CDZ d.. ~ O > g z O a LL SCALE AS NOTED PLOT DATE: 07 / 08 / 2011 VERSION NO. 1000 JOB NO: 11-0958-0961 SHEET NO. 6 TYPICAL BAND TEXTURED FINISH BAND TYPICAL LEFT ELEVATION SCALE: 3/16" = 1'-0" RIGHT ELEVATION SCALE: 3/16" = 1'-0" GENERAL NOTES VENTILATION CALCULATION FORMULA =FBCR 2007 Sec R806.2 S.F / 300 (1/300) / 2 (INTAKE vs EXHAUST) *144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH REQUIREMENT UNIT-1501 UNIT-1398 UNIT —1399 1901 TOTAL S.F. 1763 TOTAL S.F. 1763 TOTAL S.F. 457 SQ. INCHES 424 SQ. INCHES 424 SQ. INCHES OF VENTILATION OF VENTILATION OF VENTILATION REQUIRED REQUIRED REQUIRED ROOF CRITERIA 12" OVERHANG U.N.O. PLUMB CUT FASCIA ROOF PITCH PER ELEVATION G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. R703.6 Exterior plaster. R703.6.1 Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926. R703.6.2 Installation of exterior lathing and framing shall comply with the application requirements of ASTM C 1063. R703.6.3 Where cement plaster (stucco) is to be applied to lath over frame construction, measures shall be taken to prevent bonding between the cement plaster and the water resistive barrier. A bond break shall be provided between the water resistive barrier and the cement 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. 4' 4' 9'4" 9'-4" 4' 41 9'-4" 9'_4" 4' ROOF VENTS SCALE: 1/16" = 1'-0" N L �N C: *� N C (D:0"' 0 N co 0 2 O 4) 0 , m oEE "�o L- CE Fe m2Q �'0 c 0 a'o "' m �LLMm �F L 21 te Rig U t C. O O 'CO o c. m man M 6 A BDo ". mgF.0 1' .� NJ`�jj('��!., s �• Q "V LY LL C CN �.6Z A$� a `• OP m• Z •{11 O IpR .• To the best of the engin'AM f*W&1j 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 :u (M O � 1 > N O z � N M O Q 'i ON z -r F— M LL. N �N z 48 Z m M M W J O Ln(L) L U J a Z W 0 z W LL Q J mZ� a W (r M 1=Z Z¢8 ZggZ�82Q r-1 O� =`o-Z.Wv�-Z �� 9W � fn 3 0 B OR z N O LU M z LU 3 r-I z c7-4 0 0 ko= Vi zd , a W a in0 o o I— rCJ W O rJ � I-Zm� z I'_ W Uj LU 0 o :5 V- O LL z Z LL U- ZF.; LL IIL � Z V z O g OC SCALE AS NOTED PLOT DATE : 07 / 08 / 2011 VERSION NO. 1000 JOB NO: 11-0958-0961 SHEET NO. 7 1-.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. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH �3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE 1O� RECESSED INCANDESCENT LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT TTO FLOURESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT IMM ELECTRIC METER JOE_ ELECTRIC PANEL _I DISCONNECT SWITCH ® SPEAKER (OPTIONAL) <\, ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. UNIT 1501 NIT 1399 NIT 1398 UNIT 1501 FAIR HOUSING ACT REQUIREMENTS: OPERABLE PARTS OF THE CONTROLS FOR LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIROMENTAL CONTROLS MUST BE LOCATED NO HIGHER THAN 48", AND NO LOWER THAN 15", ABOVE THE FLOOR. IF THE REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE, AN OVERHANGING SHELF) BETWEEN 20 AND 25 INCHES IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FOR FORWARD APPROACH; OR 46" FOR SIDE APPROACH PROVIDED THE OBSTRUCTION (FOR EAXMPLE, A KITCHEN BASE CABINET) IS NOT MORE THAN 24 " IN DEPTH. OBSTRUCTIONS SHOULD NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL. 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"=T-0" N N V 0 vi C v a (d N I— �o 0NaD O NIN 0"�0 0 N �-� ) C m ICAO row m CO rQ caLLC4 L. M Y 'C 0YN o V min0 4 � oo� It It rn 0 A0 N•C.B.D.0 O N T c 0 T � T Z a0 II- Nan O LL W a mrc,iv N Q 0 \ W io W , N Z Z IO u O � Z Z H 2� o� LL W O 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. O '-1 M N M Z 4- J can 0 :O to N O N M O ,--+ Q •L M Z i N Z Z W JInaj I U J a Z W a Q LLJW a. V Po Z Q OZ 00. Z T� I V Z � Z O _W~z 0 W i J --Iao�Qvo (M V O!5yLjN CD ■ ■ ■ C J NO 0 = Ln7 Z T_q Q O ZQ0 a z Q d0Zuce Q J ae zafzz M J $$�o� ^ w o 7~ ` Q U O U. z d r-o2 zd O LY Lu Q�~U_ C C) W Z Ljj g Z O W SCALE AS NOTED PLOT DATE : 07 / 08 / 2011 VERSION NO. 1000 JOB NO: 11-0958-0961 SHEET NO. 8 -- -..__-T'TT— - -- - - i :�F � I , I;3 1- 1:- I -FF--,,,.TV.L .. LL.,u_.0 ,1A:Ii�,,. th.l rF-- ------IT I -F-1 I -___1 —r'T__--T-I TT f F_ i i 0 PROVIDE A MIN. 12" VERTICAL SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES II n I II . II II II II II II II II II II II II IL L_ METER BANK (SEE ELECTRICAL RISER DIAGRAM) 1-1/2" PVC w/ (3) #2 AWG cu CONDUCTORS (1) #6 AWG GIN (TYP. TO UNIT PANELS) 125A, M.L.O. 300A M.C.B. M 120/240V 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 0 C.O. L. XFRMR 00 MCM AL CONDUCTORS 4 UNIT RISER DIAGRAM MIN PROVIDE A MIN. 12" VERTICAL SEPARATION FROM ANY/ — — �UNDERGROUND UTILITIES n II ' II II II II II I I II II II II II II II �I _J METER BANK (SEE ELECTRICAL RISER DIAGRAM) UNIT 1501 NIT 1399 NIT 1398 UNIT 1501 ELECTRICA SCALE: 3/16"=1'-0" LSERVICE PLAN i W 0 U ro vi C 0}, M it N v y eo O a 0 y 0r,00 to 0 N 2 00 M M :s q - �c 0 co . �= .0 0LM4) L CV) Y DEN O ' U 5ROO 0 OD rn 6 A� N•C •6 •D �C o cc H a 60 I-'��' 9 r tT Z W rZ 0 LL W aiMv N LU UIL C N O 00 0 Sg Z Y W LLW -am 4 tr za z W o a 0 a(3 LO O � To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. 0 .-4 M N M Z++Ln O i>i O �M Q �L M I 0 � z �N L z Z CD M M W J 0 Lna) L V Q Z LU w�Z J mZ� a w IY �} V M EZ ZQ8 z�-�82Q O ����yyy� ? z z {C W K J r-I M a D 3: U LO g R�wN aOZ® LH O W ,-1 F %D Z O � Q Ln z I- T-q ?> W cl� 4-t >U o� Q a O w a �VL 3a' w00o� 1 i Q 0 W W S Q 1 LU p z Q �a$t22: U D OS JJ T �LLyyLL LL ZQ ' �a LU ~LL z o d' U LL J > g Z 0 W a SCALE : AS NOTED PLOT DATE: 07 / 08 / 2011 VERSION N0. 1moo JOB NO: 11-0958-0961 SHEET NO. 9 I IT i r7.--1 F� .�. ,�� IT- ri El IF-11 UNIT 1501 NIT 1399 NIT 1398 UNIT 1501 GRILL SIZE DUCT SIZE 7 10x6 301 AIR FLOW HVAC PLAN SCALE: 3/16"=1'-0" N L �V) N C t` M F N N M MQ O^.m O (D OMO O t %i n tCyU _O m (00 LL M w O MY U 'co, 'o a°Do o 0' ' v,an I C v O A N•C •B •D •C O � �r N j.j r' N d o to T I-N n n 0 Z LL• C ¢ U. a m 13W O N 00 ZN W 2 ° $Z N z aD � JIL m W � � C) a JU o To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. � IYi N M Z ate+ lrn 0=6 � � 0 QjCON N Q 'i Q N 0 z MLLor-,", i N n J-13 z W J W -� Ln a) L V OC Z W J WLz mZ! a �} V oO w z<Q = zwCZ�z O 1� J 1 , a�i 8� ~ 12 N Z w c) W 3J T--1 Flo N O to Ln Z m'2 z� a0i:ZZ Z Q0 in o a r H ~f-�w¢ LLJ 0 z z " O 1 z a `<Q` o"I Q J F- _ U o � } ,I1 Z o z Q w z O Z g = � J SCALE AS NOTED PLOT DATE : 07108 / 2011 VERSION NO. 1000 JOB No: 11-0958-0961 SHEET NO. 10 W.W.M. PLACED IN UPPER 1/3 OF SLAB 1/8" SAWCUT X 1/4 OR FIBERMESH REINF. SLAB THICKNESS SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN 107'-4" 4. LU CONTROL JOINT DETAIL SCALE: 1112"=1'-0" F-1 i:V nl rsx r-'x r4° rsxrsx r�' wl (3) 45 EW. 4t xd(3) #5 E.W. 50 50 #5 CONT REINF. '•` SEE FND. FOR °P FE O0 QUANTITY T 1 r #5 X 25" X 25" o CORNER BAR ONE "1 • FOR EA. HORIZ. " M ` REBAR, TYP. U.N.O.J. ., • " q A e o 1 o� 3. r TYP. CORNER BAR PLAN DETAIL SCALE: 11r'"=1'-T 0 T O 1 ih 60 GENERAL NOTES: r T 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� F CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND j� n NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER $ TREATED FOR TERMITES 3 ■ INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO N BEAM W/ 1#5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS n 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB (5'-4" O.C. MAX U.N.O.) ox (REFER TO NOTES) r O INDICATES FILLED CELL W/3000 PSI CONC. W/(1) #5 REBAR TYPICAL BELOW SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ - EXT. TO TOP COURSE BELOW SLAB (5'-4" O.C. MAX U.N.O.) (REFER o TO NOTES) ih M 4 CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 111Y PER FOOT AWAY FROM HOUSE. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE LO LO SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION _ e p O T H. r i� co "m =7 1 M M NIM O EO Fi rn FOUNDATION PLAN — SCALE: 3/16"=1'-0" Cd cr) 26'-8" 2T-0" 2T-0" 26'-8"E— I' I� 13'-0" 13'-8" 13' 0" 14' 0" 14'-0" 13'-0" 13'-8" 13'-0" 3'-8" T-0" 3'-0" 3'-8" T-0" 3'-4" 3'-4" T-0" 3'-8" 3'-0" T-0" 3'-8" N L A A L N L S3 S3 S3 S3 S3 S3 QS3 TYP. AT TYP. Al S3 + t LANAI ■ II wl(3)A5E.W. p vV(3)ASEW. II — 1 (�AevERncus�T (z)asvERncas I I� Y � � WAN FILLED CELL I ■ I // I \\\ I ■ I WANFlLLEDCELL ■ I I I I (WAN FILLED CELPROVIDE 1V RECESS MR L DOOR REFER TO MASONS a WAN FILLED CELL I I I I N II PVCA/CCHASE SCOPEFORWIDTH � PVCpCCHASE II I (2) MSVERTICALS WAN FILLED CELL 2'-6" 8'-8' -8" 2'-6° WANFlLLEDCELI Z LP) —\ . . OL OL 71 jk 11 L 12'-8" 8'-8" 1'-8" � 8'-8" 2'-8") 1@' I — Imo_ _C.J � — — — ■ J � % I I \\\ L a 1rr ■ ■ II op � r co II ■ ■ ■� ------ II r- I I 3 I // I I I \\ i 3 I I T II ---- �■ 0'-0" ELEV. L-1 I I S3 // \\ FIN CONC. SLAB ■ I ' �� III `► \�\ I I I . II I I I I PVCA/CCHl�SE M PVCAICCHASE10'_0° ELEV. a I \\ I I I I FIN LONG SLAB ■ I I II _ // I \\ I / II I ■ 0 0'-0" ELEV. tD ~ I \\\ M FIN cOlvc. S B I I \° ) I I I \\ I I ( o o'-o" ELEV. ■ I I I �p I FIN CONC. SLAB // (� I I I \\ I CQ I I I ■ ■ I II __ _ I I I ��\ I I \\\ I I -- -- II �� �� II — J ■ ■ W. I I I C.J. ■ YLLOPE=1Al' I I I — — — — — — — I I I ENfRYSLOPE-1 G.C. CORD. PER1'-0� �RLESS 4,_g„ I T/ sLAB � — \\ I 4'_g" r 1f2' G.C. CORD. ( `' \\ G.C. CORD. �"� I I I I T/ SLAB I I �I(( I ^� I I T/ SLAB I I PROVIDEIS4'RECESSFOR I �� ♦ PROVIDE 1 SS' RECESS FOR r l DOOR REFER TO MASONS ♦ A,� DOOR. REFER TO MASONS / \ I I I SCOPE FOR WIDTH 1 / SCOPEFORWIDTH\M g'\\\ ' ` I \ ♦ / I I I I I // I 9 2 \\ I I I I \ ■/ I I I 6' 2, I 8'-24" g _2" I I I■ G.C. CORD \\ ■ I G III S3 T/SLAB \\ I I S3 II G I ■ ss I I r��� /y r�'xr�'xP-0' zsx2$xt'-0' A wl(3)EW. — — — — — — — — — _ rA(3)ASE.W. 7'-0" Gj�' � 1 � 1 1 � � � 1 � � 1 1 � � 1 � 1 � � \\\ G r� T L_ 7�_On Iillll II11111`III11111111111 111111 I r S3 // ( I TT)_V' � � I \\ S3 T I �� I 1 (— s,T — I 1,173,E— I II 3'-0" 4 9'-2' I I O 9'-2" a 3'-0" II 1'-1041'I 10'-10"a 10'-10" �J 11'-104" ■ 3 o'x3 o'x1'�' I I I 15'-104" 15'-104" I I 3 o'x3� x1'd• ■ I wl (4) � EW. I — \ I wl (4) A5 E.W. I J C.J. ' 31Ir C — — — — O 312' — ■ 31rr.H.W W.H. d K 31/! / K r K �, I I■ S3 I I S3 I I I I S3 I I S3 PROVIDE t is' RECESS FOR I I PROVIDEIJ�'RECESSFOR I I I I I DOOR. REFER TO MASONS " DOOR. REFER TO MASON'S I SCOPEFORWIDTH SCOPEFORWIDTH ■ I 15'-94" I 11'-24" 10'-6'11'-24„ I 15'-94„ I ■ ■ II ■ l i l I MAX I III I 1f1' N N ■ I I � I I I � -- -- I ----- J I I I � I I■ III I I III N K S3 T-0" 2'-0" T-0" 2'-4" L III 153 53 K ■ I ss 4'-0" _ 11' 4" 11'-4" 4'-0" I I ■ II I I II --------- J. .�---------1 S3 S3 S3 S3 (2)A5VERTICAL$ (2JASVERTICALS (2)ASVERTICALS 121tl5VERTICALS 4'-6" T-0" 4'-6" WAN FILLEDCELL WAN FLLED CELL WAN FILLED CELL WAN FlL1. LED CELL 4'-6" T-0" 4'-6" 16'-0" 4--21 8'-0" 3'-4" 8'-0" 1'-10" 30'-8" 1'-10" 8'-0" 3'-4" 8'-0" -2' 16'-0" 107'-4" N i N � a) E Co'LL co oil ) CO to ;D o�m O to ai HMO p tNit 0 �N o U a a aOOo rnQp to 0 N•C •6 •D •C A boo 0 B D® Z � J To the best of the engi lfLn l � ow edge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. 0 .--I M N M 0 :3 O r ov- z z In > -i � M O LL �N N i � Z � J W J�� V ri a Z � W Mii Z: ��00 rZ zQU M Z}�°�fQ V-9.0 to 4 ��ZZ~z O �o��Lu 1 � a j p o r-I car p3�o (y' 8�Oa, rjWN apZ® o W rl NO Ln Z � �03 O z VY d LL � � V � � O QaQ� Z � za�o �LLI am zo Uj i Z � la-WOav'� c� Z $�pJWac� z O op�Za 1 = r a 0 LL � LL L Z O z0 g I� SCALE AS NOTED PLOT DATE : 07 / 08 / 2011 VERSION N0. 1000 JOB NO: 11-0958-0961 SHEET N0. 11 N i N � a) E Co'LL co oil ) CO to ;D o�m O to ai HMO p tNit 0 �N o U a a aOOo rnQp to 0 N•C •6 •D •C A boo 0 B D® Z � J To the best of the engi lfLn l � ow edge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. 0 .--I M N M 0 :3 O r ov- z z In > -i � M O LL �N N i � Z � J W J�� V ri a Z � W Mii Z: ��00 rZ zQU M Z}�°�fQ V-9.0 to 4 ��ZZ~z O �o��Lu 1 � a j p o r-I car p3�o (y' 8�Oa, rjWN apZ® o W rl NO Ln Z � �03 O z VY d LL � � V � � O QaQ� Z � za�o �LLI am zo Uj i Z � la-WOav'� c� Z $�pJWac� z O op�Za 1 = r a 0 LL � LL L Z O z0 g I� SCALE AS NOTED PLOT DATE : 07 / 08 / 2011 VERSION N0. 1000 JOB NO: 11-0958-0961 SHEET N0. 11 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 u LLU g CONTROL JOINT DETAIL SCALE: 11/2"=1'-V '•- ', �• . • #5 CONT REINF. SEE FND. FOR ' - QUANTITY #5X25"X25" CORNER BAR ONE FOR EA. HORIZ. • �•. '; REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 11/2"=1'-V GENERAL NOTES: 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED 2 4" 2500 PSI CONC. SLAB W/ FIBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES 3 ■ INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ 1#5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB (5'-4" O.C. MAX U.N.O.) (REFER TO NOTES) O INDICATES FILLED CELL W/3000 PSI CONC. W/(1) #5 REBAR TYPICAL BELOW SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ EXT. TO TOP COURSE BELOW SLAB (5'-4" O.C. MAX U.N.O.) (REFER TO NOTES) 4 CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12' PER FOOT AWAY FROM HOUSE. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD, 7 NO WOOD STAKES PERMITTED IN FOUNDATION 5" SLAB W/ #3 BARS @ 48" O.C. E.W. n ..a S a A e C . < • . (V G G e (2) #5's CONT. @ BASE & (1) #5 CONT. @ TOP W/ #3 TIES 8" 1' 4" 8" @ 48" O.C. xr-'x1'4r WI (3) M EW. I DA S3 TYP. 0 1 n7'_A" 26'-8" 27'-0" 27'-0" 26'-8" 13-0" 1 13'-8" 13-0" 14'-0" 14'-0" 1 T-0" 13'-8" 13-0" 3-8" 7-0" 3-0" 4. 41 3-8" 7-0" 34" 34" 7-0" 3-8" 3-0" 7-0" 3-8" N L A A L N L AT S3 S3 S3 S3 S3 S3 L 1YP. AT S3 + + S3 LAW � — ■ I I � l3J A5 E.W. —lL // r — —I o rW (3) M E.W. I I ■ — ITI o (2)RV RTI (�■VERTICALS �T "' ;t I I I \\ I 9 `" T (2)ISVERTICALS l i T � ) I WAN CELL . I // I \\ ■ \\ I I WAN FILLED CELL I I I o f � ■ r 0 #5 VERTICALS I I \\ PROVIDE IV RECESS FOR (2) M5VERRCALS ■ T III I PC C CSE I WN FILLED CELL DOOR. REFER TO SCOPEFORWDH Cal. WAN FILLED ■ PC AC CA�SE�� (2)AVE 2'-6° -8' '-2' '-2" � '-8" 2'-6" WANFlLMALS I2'-8" / � 8'-8" 18 8'-8" 2'-8"IWANFILLEDCELL ill — !C -31n ■ I _I` _ _11 -- — ----IIIIII --IIIIII — Jr - — — — — — — — — -- —IIIIII --1 —L1- ---� TIIIII L --TII1I1III— —\ —\\—- —�\— j— — — — ■ J T I ----- I / I -----r T-T-----� II I —Y-1OP1 s131 s3 t c 1 I M" 1 0'-0" ELEV. 3 TYP. @ #3 BAR 48" O.0 FIN covC SLAB C GRADE E.W. ON Y" TALLBEAM \\\ I CHAIRS O WIRE U.N.O. PVC CHAE I-IIIIIII < \—�`1\ PVC ACASd #3 BAR @ 48" O.C. E.W. 1 Yz" TALL TYP. @ GRADE . @ GRADEON 0V CHAIRS NO WIRE BEAM FIN CONC. SLAB BEAM E.W. ON iT� '` MESH TYP. U.N.O. O.C. #3 BAR-- 48—s @— CHAIRS NOWIR E.W. ON 1 Y2" TALL ■■■-- MESH TYP. U.N.4 CHAIRS All ■■■ NO WIRE \ MESH TYP. U.N.O. I1IIII1IIII1IIII IIII11IIII1II I- C Co I I I o 0'- 0" ELEV. IIII \\ iIIIIIiIII Cl) FINCONC.s B III1I1IIIIII TYP. @ TYP. @ GRAD TYP. @ GRADE I 5"MIN. 2500 PSI COW, I ---11-- TI 6'-4 BEAM o'-o" ELEV. CONC.IFIN SLAB BEAM \i\—\\ SLAB OVER 6 MIL VAPOR 6,-3L I I 12,-8�s, T-114" a FM`%� IN i i t I \ BARRIER ---s--M3T ---- --�IIIIiIIIIII1III L — — — — -a „ � „ \ „ 15'-4 IIiIiIIIII tII — — — — — — — — — — — II—— — \I I I — — — — — — — — — I — — —F —T — I II — �• ■ C.I. _ C SLOPE=1A'BUILDER ALLREINFOB G.C.O II I ALLR INFTOBE E'NEr Bt PER TO S�JLOIIPs �RLESS ' 4_g / L co - 9 CON NOUS THROUGH CON HR UGH TOUT INTERSECTION P.) C. CORD. T/ SLAB BUILDER NOTE: T/ SLAB INTE SECTION (TYP.) IT MAX ALL .OBE PRO DE1V RECESS FOR CONTINOUS THROUGH (TYP.) PROVIDEIXiRECES�FOR DOOR REFE11 TO MON SCOPE FOR JAM RE EF�DTo MASON'S R (Y 5" MIN. 2500 PSI CONt. I 5"MIN. 2500 PSI CON.INTERSECTION _291 SLAB OVER 6 MIL 5" MIN. 2500 PSI NC. SLAB OVER 6 MIL VISQUEEN VAPOR SLAB OVER 6 MIL VISQUEEN VAPOR 1 6'-2" VISQUEEN VAPOR BARRIER I 6'-2" BARRIER ■■■■■■ BARRIER 1 G.C. CORD. I G t S I TSLAB /\ I IG s3 N /y — J L r SG 3 7-0" (IIIIIII1IIIII ! rI WI(3)A5EW. W3)A5E.W. G 7_0„I� — L � 53 N`Zo .0 " 1 t111 o I1III1 I I I I IIII " . --J—. -- -- r 3, ' _ 1_ 4 ' I I I aII 7a „ -01,2 2 I I III i"I '-10 4 4 SIM @ 10 �IIIIII11IIIII SIM. @1b'-5 4 1— ■■■■■■�� 3-0'x3-0x14 rd(4)IsEw. I I I I I 1FOUNDATION I 15-104 5-10a FOUNDATION _\ I I I 3--'-0'■x\3 -0x1'dY WI (4) A5 EW. ---------- III ----- -- I (ONLY I �I — — — — — — — — — — T I C H. — — — — — — — 3H. -- — — -- — —7 --1 — —IIIIII I "'1 1 I Iv I C — " -310j ,_„r ,_8„ ,_„ T W.H 311 T--1-1 T-sl° .H./ `w \J 7-9� I 1 SC3 II Sc3 1c1 5'-5 " ISIM. @ PROVIDE I}RECESS FOR C C 1 IIII PROVIDE 1V RECESS FOR DOOR. REFER TO MSS SIM. I 6-4 5-2 " 1c1 TYP' @ FOUNDATION MOP REFER TO MASONS SCOPE FOR WDTH @ TY @ SCOPEFORADIH FOUNDATION I I TYP. @5-9 hGRADE h 1-2 " !ONLY 1_6 I t GRADE GRADE I I GRADE T — ONLY 1 10,4. 1- 4 "— GRADE1�,9 1IIIIIIIIIIIII1 5'_' 9IIIIII1I1IIII ( 1BEAM BEAM I I I BEAM REAM IIII ■ ■ IIII IIII ■ ■ aoN I iI 1 II Q" ' C TYP. @ TYP. @ N GRAD E L ` Ib CN ■■■■ TYP. @ BEAMBEAM TYP. @ GRADE GRADE BEAM 5'-6" IIIIIIII IIIIIIIIIIIII A"MS IIIiIII1III1 2' 4I" 7'-0" 2-0" 2'-0" T-0" 2'-4" L C Sc3 1iI1III1 SL3 S !IIIIIIIII ` IIIIIIIIIIII1 IIIIIII SIM. @ IIIIIII L1 1BiE @— SIM. ■■■■ IIII— IIIIIIIIIIIII FOUNDATION IIIIII11II 4'-0" 11'4" 11'4" 4'-0" FOUNDATION ONLY IIIIIII iI1I1I1I � � iIIIIIIII1II ONLY IIIIIIII11III IIIIIII IIIIIIIIII IIIIIIIII L—_4 JIIIIII J _4 ■ ■ ■ ■� — — — I— I---- ■ ■ I I ■ ■ J.1 J.1 + + J.1 J.1 Q ■ ■ I I ■ ■ S3 S3 S3 S3 (2) M VERTICALS (?J A5 VERTICALS �CELL 4'-6" 7'-0" 4'-6" WAN FILLED CELL WAN FILLED CELL WANK FILLED WAN FILLED CE 4'-6" 7-0" 4'-6" 16'-0" '-2' 8'-0" 34" 8'-0" 1'-10" 30'-8" 1'-10" 8'-0" 34" 8'-0" '-216'-0" 10T-4" ' xr-'x l,4r WI (3) #5 E.W. A e S3 e TYP e M SECTION @ INT. GRADE BEAM c SCALE: 1/4"=T-0" 11 FOUNDATION PLAN SCALE: 3/16"=1'-0" N N N I \1I I 0 u 0 vi C - y F- Lh 0 /v 0 W 0 O V') L.LM 0 m LIf t V - C 0O� d toLLM 4) d N 4) U �a0� '000 ' Nab In 0 O A0 B Da N•C,B •D,C T 0% y IL r � o >� ! Q • s v • z Q IE To the best of the engineers nowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O -r-4 M N M Z � M 7 V) M O i>i rl d•i-M01 Q o MLL^ �N i N Z LM M W W JLn� L V mi r-I Q Z W � EDLL � J LU a, � in 0 z, QZ<0 w- CD LU I rI V OV 'OWN p O W w Z �0 V-1 Ln Z 6•L O� a p z a Wr7Otil in OzV 0�� Z H °0g0� . (D z i5 Q<' W Q � O " S � � O 2 I ��zQ 1g LLo CL �~ Z ) Z LL > g O z 0 a U_ SCALE AS NOTED PLOT DATE: 07 / 08 / 2011 VERSION NO. 1000 JOB NO: 11-0958-0961 SHEET NO. 11 (2) U, WITF NAIL 1/4" r BOLI CON I 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 ROOF FRAMING PLAN SCALE: 3/16"=1'-0" GT-2 -10d (5) - DGE ACH :TOR UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A H ETA20 1810 9 - 10d x 1 1/2" H TA20 1615 1585 10 - 10d x 1 112" B HETA16 1810 9 - 10d x 1 112" HTA16 1615 1585 10 - 10d x 1 112" 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 1 112" E META20 1450 7 - 10d x 1 112" HTA20-18 1200 1120 10 - 10d X 1 1/2" F HHETA20 2235 12 - 10d x 1 1/2" G H 10 990 850 16 - 8d x 1 112" RT16A 1030 1030 9-10d X 1 1/2"& 8-10d H MTT28B 4455 4455 24 - 16d MTS27B 4685 4029 24 - 16d J HTT22 5260 5260 32 - 16d SINKERS HTT22 5370 4618 32 - 16d K HD2A * 277 2570 5/8" DIA. BOLTS TD2 3435 2954 - 5/8" DIA. BOLTS L HD A * 70 1 3/4" DIA. BOLTS TD5 4180 3594 2 - 3/4" DIA. BOLTS M HD A * 44 0 7/8" DIA. BOLTS TD6 6655 5779 3 - 3/4" DIA. BOLTS N 1165/1115— 780/875 ** 8 - 10d x 3" JUS26 510/740 440/695 8- 10d P HUS26 1550/3325 ** 1550/2540 ** 20 - 16d x 3 112" THD26 1875/3040 1580/2365 Q HUS28 322015970 ** 2705/4510 — 30 - 16d x 3 1/2" THD28 2330/3965 2015/3430 R MTS12 1000 860 14 - 10d x 1 112" MTW12 1195 905 14-10d S MTS16 1000 860 14 - 10d x 1 112" MTW16 1195 905 14-10d T MTS20 1000 860 14 - 10d x 1 112" MTW20 1195 905 14-10d U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS LUGT2 1850 1810 1 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1450 1245 24-10d X 1 112" HTW20 1530 1315 24-10d X 1 112" SP1 585 535 1 10 - 10d SPT22 715 8 -10d SP2 1065 605 1 12 - 10d SPT24 895 10 - 10d * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH CO'_�LD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS REAS __ in ■I /■I■I■I M■ �I IMIMIMI0I It �I 1010101010101 In ININ10101010101MIN in ■I-/MI■ININININI■I■I■I■I■INi�l� 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/-6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0' ON A HORIZONTAL PROJECTION. GALVANIZED 5/8" DIA ANCHOR BOLT WITH HOO1 AND 6"EMBEDMENT INTO BOND BEAM AND 2" x 2" x 1/8" PLATE WASHERS, TYP 8 x 16 BOND BEAM REINFORCED WITH (1) #5 CONT. EACH COURSE GROUTED SOLID STAGGERED ELEVATION A -A GIRDER TRUSS {2) BOLT EACH SIDE OF GIRDER SEE D1 FOR L_1 ADDITIONAL INFORMATION 5/8" A.B. @ 2-8" O.C. W/ A 7" MIN. EMBEDMENT �CO N)ECTION (SEE ,LAN a, TRUSS (SEE PLAN) 9,-4„ BOTTOM OF A a.. TRUSS (2) - 2 x 8 SYP. MU WALL (SEE P.T. LEDGER PLAN) CONT. 8„ 1 SECTION AT LEDGER 1 SCALE: 3/4"=V-0" (A) OR 2 PLY ARRIER N i M vi C (Vv ;a H N 0 hMo °D ao NCM O 0�00 0 k1 C G_I M � V 0 L- m cdLL Cj)M0 O N a U oCo 0 OD nay n 0C) 0 B D( tA lie �e J� aa�" 'QLL � U Nam`- _-m, � 0 Q . ` 0- .. Y ®Q To the best of the eng0e&P40loMEkibe` and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O N M Z i0+ M O In �M O L LQ 0 z r > N z 2 W W JLna) L V z W f w0Z J mZ�I& U�Na0 �+ V rZ ZpQQU Z�Zzgl T__1! 0 � ZZ� 0 z W � J a�3oo 8�0 wN Z r, W CD W 3J T -1 11,411 cv 0 %0 Ln Z Q °3 z90 a p 12 171 R V W Ce Z:C�y � 9,�Z Z H z ate_ 8 W M p < kx$a LL LL Z �ZW Li M LL�QF- O LL W z 0 z O g SCALE AS NOTED PLOT DATE: 07 / 08 / 2011 VERSION NO. 1000 JOB NO: 11-0958-0961 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. �11"=W<ATr<N TYPE DESIGNATION F = FILLED WITH GROUT I U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16-1 /1T `NOMINAL QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT #5 REBAR AT TOP MIN. (1) REQ'D ' I CLE CLEAR O. z O 95 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) MATERIALS GENERAL INSTALLATION NOTES 1. fc precast lintels = 3500 psi. 1. Provide full mortar head and bed joints. 2. fc prestressed lintels = 6000 psi. 2 Shore filled lintels as required. 3. grouted per ASTM C476 fg = 3000 psi w/ 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. maximum 3/8" aggregate and 8" to 11" slump. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 5. Concrete masonry units (CMU) per ASTM C90 w/ vertical cell reinforcing and grouting. minimum net area compressive strength = 1900 psi. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'4" and 6. Rebar per ASTM A615 Grade 60. longer with a nominal height of 8" meet or exceed L/180. Prestressing strand per ASTM A416 grade 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 270 low relaxation. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 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. 9 o 0 0 0 o s •o 8RF6-0B/1T 81`8-013/1T , O O W O -_01 10 O O O 8RF14-1B/1T 8F16-1B/1T 8F16-0B/1T Q @) El O o O O 8RF22-1B/1T 8F24-OB/1T � O o O O O 81`28 0B/1T 8R30 0B/1T 0 WRAP FRAMING MEMBER W/ 2 LAYERS 5/8• TYPE •r GYP. BOARD EACH SIDE. FOLLOW GA DESIGN NO. WP3910 FOR ATTACHMENT OF GYP. onAon Tn CDAUMPO uounCo 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 WI UL 1479 OR ASTMIE 814) BALLOON FRAME WOOD STUD PARTY WALL TO ROOF DECK (SEE GA DESIGN NO, WP3910) TYPICAL PARTY WALL DETAIL SCALE: 3/4" = V-0" ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-10CLEAR >Lu D Q a Q C.M.U. S2pm� d CS�,� Lu N o - - w � p #5 REBAR AT BOTTOM Q ? _ <1 a Q MIN. (1) REQ'D U- Q Q -16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) _ ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementibuos coating. See contractor specifications for approved manufacturer products and installation instructions. FIRE RESISTANT PLYWOOD V EA. SIDE OF PARTY WALL PROVIDE SP1 & SP2 T&B EACH STUD - BALLOON FRAME WOOD STUD PARTY WALL TO ROOF DECK (SEE GA DESIGN NO. WP3910) PROM E SP1 & SP2 T&B EACH STUD-N ENGINEERED WOOD TRUSSES @ 24" O.C. 2 HR BLOCK D-2 8' CMU WALL W/ #5 BARS VERT. @ V-8. O.C. MAX. MINIMUM REINFORCING LAP = 30' NO PLUMBING, MECHANICAL EQUIPMENT, DUCTS OR VENTS TO PENETRATE PARTY WALL GRADE BEAM FOUNDATION TO BE 5" CONCRETE SLAB. STANDARD FOUNDATION TO BE 4" CONCRETE SLAB. SEE PLAN FOR MORE INFO. (2) ROW 10d NAILS AT W O.C. FIRE RESISTANT PLYWOOD 4' EA. SIDE OF PARTY WALL BRACING @ 8'-0" O.C. SEE 1/S-5 SI GYP. BD. @ CEILING 2X6 P.T. CONT. W/ 5V DIA. A.B. @ Z-8- SINGLE COURSES" K.O. BLK. TIE BM. W/ (1) #5 BAR CONT. LINTEL SCREEN 1/2" GYP. BD. ON DBL 1x2 FURRING (1 1/2• THK.) VERT. @ 24.O.C. W/ MIN. R-4.2 FOIL BACKED INSUL. BETWEEN EACH SIDE MASONRY PARTY WALL (SEE UL DESIGN NO. U905) FIN. FLR. 'a ' r•,' r, r. •' ram• CLEANED COMPACTED & TERMITE TREATED FILL 1'4rx 1'4r CONIC. FTG. 1,�. FOR GRADE BEAM W/ (3) #5 BARS. CONT. FOUNDATION ONLY: ADD (1) #5 BAR @ TOP & HAVE #3 TIES @ 48" O.C. TYPICAL 1 STORY 2-HR. FIRE RATED PARTY WALL SCALE:3/4"=1'-0" 2 HOUR RATING LOAD - BEARING OR NON LOAD - BEARING STC RATING 50 TO 54 FIRE TEST: SEE WP 4135 (FM WP 360, 9-28-74) APPROX. WEIGHT:13 PSF THICKNESS: 8' BASE LAYER 5/8• TYPE "X• GYPSUM WALLBOARD OR GYPSUM VENEER APPLIED AT RIGHT ANGLES TO EACH SIDE OF 2 x 4 WOOD STUDS 16" O.C., STAGGERED 8' O.C. ON 2 x 6 WOOD PLATES WITH 6d COATED NAILS, 1 71W LONG, 0.085' SHANK 1/4• HEADS 24" O.C. FACE LAYER 5/8• TYPE "X- GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO EACH SIDE WITH 8d COATED NAILES 2 3V LONG, 0.113- HEADS, 8' O.C. VERTICAL JOINTS STAGGERED 16" EACH LAYER AND SIDE SOUND TESTED WITH NAILS FOR BASE LAYER SPACED 6" O.C. HORIZONTAL BRACING REQUIRED AT MID. HEIGHT. (LOAD BEARING) GA FILE NO. WP 3910 NOT TO SCALE 1. CONCRETE BLOCKS' - VARIOUS DESIGNS. CLASSIFICATION D-2 (2 HR). SEE CONCRETE BLOCKS CATEGORY FOR LIST OF ELIGIBLE MANUFACTURERS. 2. MORTAR - BLOCKS LAID IN FULL BED OF MORTAR, NOM. 3/8 IN. THICK, OF NOT LESS THAN 2-19 AND NOT MORE THAN 3-1/2 PARTS OF CLEAN SHARP SAND TO 1 PART PORTLAND CEMENT (PROPORTIONED BY VOLUME) AND NOT MORE THAN 50 PERCENT HYDRATED LIME (BY CEMENT VOLUME). VERTICAL JOINTS STAGGERED. 3. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER - ADD 112 HR TO CLASSIFICATION IF USED. WHERE COMBUSTIBLE MEMBERS ARE FRAMED IN WALL, PLASTER OR STUCCO MUST BE APPLIED ON THE FACE OPPOSITE FRAMING TO ACHIEVE A MAX. CLASSIFICATION OF 1-1/2 HR. ATTACHED TO CONCRETE BLOCKS (ITEM 1). 4. LOOSE MASONRY FILL - IF ALL CORE SPACES ARE FILLED WITH LOOSE DRY EXPANDED SLAG, EXPANDED CLAY OR SHALE (ROTARY KILN PROCESS), WATER REPELLANT VERMICULITE MASONRY FILL INSULATION, OR SILICONE TREATED PERLITE LOOSE FILL INSULATION ADD 2 HR TO CLASSIFICATION. 5. FOAMED PLASTIC' - (OPTIONAL -NOT SHOWN) -1-1/2 IN. THICK MAX, 4 FT WIDE SHEATHING ATTACHED TO CONCRETE BLOCKS (ITEM 1). THE DOW CHEMICAL CO - TYPE THERMAX 'BEARING THE UL CLASSIFICATION MARK UL DESIGN NO. U905 O O N O 0 n n O O O O n U G MIN. MIN. MIN. MIN. G UNIT 1501 UNIT 1399 UNIT 1398 UNIT 1501 LINTEL PLAN SCALE: 3/16"=1'-0" O 0 H 0 8 N L C •fN V C cot I-(DQ) N M O M ;0 .o � onamo ova E N � coo<Ov0 Q �C: O �LL f0 E O1NYO U Ri OO IM �Q CO In 0 m �- A0 B D. N.C.s.o.0 " O t y " WA (a C) Z A .� f°A° y PNG\ � � ��fQ8ffk16tr:+,�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) -r-4 M N M Z cin O C) US O Q N M ON z M LL L N ` J z 4-J Z .21 M W JaM LnW LLn U ri Q z LL.I W LL Q M �Z z z<0 CL oUQQ C)�11OW~W 19 W 0 J M } 8 3 LC) � � ro W OR N O Z 0 O LV TI NO Ln Z O3 Q OW Y d 0 0 � 1� I- yaWk m ~ Za" z zafa5Zz � W woZ5o a§P W 0 z F� Z a OS ,--I Z o z Q I..L O �} �aw V~LL LL LU Z z O g SCALE AS NOTED PLOT DATE : 07 / 08 / 2011 VERSION NO. 1000 JOB NO: 11-0958-0961 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 530.1415, ASCE 6/TMIS 602-05 SPECIFICATIONS FOR MASONRY STRUCTURES. ASTM C270-01a, C476-01, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2005 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC), 2007 EDITION, (INCLUDING 2009 SUPPLEMENT). "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN', BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (A1SC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES"BY THE TRUSS PLATE INSTITUTE TR11-02. 1.2. DESIGN: 1.2.1. ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-05, ASCE 5/TMS 402-05 & ACI 530.1-05, ASCE 6/TMS 602-05 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-01a, C476-01, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2005 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC), 2007 EDITION, (INCLUDING 2009 SUPPLEMENT). 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8"C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2X4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 1OPSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (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 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 2007 EDITION, AND CONDUCTED BASED ON A120 MPH 3 SECOND GUST, EXPOSURE -C, IMPORTANCE FACTOR "I"= 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-05 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WIL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615-04a MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANiCAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: 3' C-1-P CONCRETE EXPOSED TO EXTERIOR: 2' C-1-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 1)!r 4.1.7. WELDED WIRE FABRIC (WWF): ASTM Al 85-01 y4" 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-05 (STRUCTURAL CONCRETE) ACI 530-5 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN ft) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksl C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-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 1 0"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 20(9 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 ASTMI C270-4 TYPE"S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WA_LLS SPF, fb = 675 PSI, E 1200 Ksl ALL EXTERIOR FRAMING SPF, fb = 675 PSI, E = 1200 Ks! 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEARWALLS SHALL 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 FINISHI- 7/8"STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8. OVER METAL LATH. FIRST 2 LAYERS 3t8"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 A36136M 01 Fy = 36 Ks! ROUND METAL PIPE: ASTM A53-01, GRADE B Fy = 35 Ks! 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 MET.AJ_ 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 EMBEDDEDXBOLTS 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 7 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.T 7. THE STEEL FRAME IS"NON-SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.3. SOIL: ELEMENTS ARE IN PLACE. 4,8A. 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 W1 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 prolection system or method. IF CHEMICAL SOIL TERMITE TREATMENT IS USED 1 FIRC 105.11 - "A permanent sign which identifies the termite treatment provider and need for re -inspection and"atment 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 T�0' away from the building side walls. 3. Irrigation/sTrinkler sN ftbrns includi I risers and spray heal � shall n be installed WA V-0" of the building side wall. 4. FIRC R704- To provide for inspection for termite infestation between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative comentilious finish less than 518" thick adhered directly to the foundation wall. 5. FRC R320.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FIRC R320.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FIRC R320.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R320.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If MVill occurs b9bre vapor retarder placement, retreatment is requi . 9. FRC L320.ml 65 ee rgDur nd mortar along the foundation perimeter re v;= re on r soi must , treatment. 10. FIRC 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 border must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical baffler is applied, shall be hAFeated, 12. FIRC R320.1 - All buildings are required to have pre -construction treatment. 13. FIRC R320.1 - A certificate of compliance must be issued to the building department b i licensed post control company before a certificate of occupancy will b6 issued. Tgeacertificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R320.3 - After all work is completed, loose wood and fill must be removed from below and within I-V of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION -LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C,ACQ-D, CBA-A, ORCA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 244NCH(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. G122-ING 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 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN IS INCHES (457 MM) FROM THE RAILING. BUILDING DATA WIND SPEED 120 MPH WIND IMPORTANCE FACTOR - (1w) = 1.0 WIND EXPOSURE - 'C' (FRC R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN T-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 90 +27.6 PSF / -31.2 PSF DOUBLE 16x7 +26.4 PSF / -29.4 PSF NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE"W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y811 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 %8". 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 U 0 .5 E CF) 0 0 65 0 N 0 CM m r, E 00 C: ni't Q .2 c,) LL (a 0 Ce) CO (D 0 0 N 0 CL 0 0 Co CX CD 0 0 0 0 A E ff U N -C -B -D �C Cq #A 4 - OQ U_ ow- ry EN Tothe bestoftheen neerAWnoewledgeand 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. V-4 Ln Z :Lj Cn 0 :3 1 CD �_4 V) V) %D > a. 0 z LL r4 z Z.0 3 W LU In a) Ln Ln z z LLJ 0 W z LLJ LL LL, LLI Z 0 z<0 ffioo.w Z�- U�< 0 Z Z Z Z 3.8 8 0 15 W 2 LU 04 0 z CD LU CE Z. LU T-4 5- %D r*4 0 ko =T-1 Ln Z Uj 0 (:"j U r VI M 90zW 0 z z 5 UrL, 0 CY -,am Lu LLI in 0 p (y) LL. X LLJ T__I C:) z ? !g g 8 0 LL Z I.- YL 8 5 OW 0 LL z 0 CY) r-q LLi iFt- F- LL z LU > z z 0 SCALE AS NOTED PLOT DATE: 07/08/2011 VERSION NO. 1000 JOB NO: 11-0958-0961 SHEET NO. S N 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. 161-0" (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. 8'41 (2)16d TOENAILS 2" X 8" @ 24" O.C. 111-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) USP HTW20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING COMPONENT & CLADDING DESIGN PRESSURE (120 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height4oket, Importance Factor=1.0) ROOF WALL TRIBUTARY AREA (ft) ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 10 20.9 -33.2 20.9 -70.1 20.9 -70.1 36.3 -39.3 36.3 -48.6 20 19.0 -32.2 19.0 -63.6 19.0 -63.6 34.6 -37.7 34.6 -54.4 50 16.7 -31.1 16.7 -55.0 16.7 -55.0 32.5 -35.6 32.5 -41.0 100 14.7 -30.1 14.7 -48.6 14.7 -48.6 30.8 -33.9 30.8 -37.7 125 14.7 -30.1 14.7 -48.6 14.7 -48.6 30.8 -33.9 30.8 -37.7 NOTES:1 FOR EFFECTIVE AREAS OR WIND SPEEDS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 2 TABLE VALUES SHALL BE AIMUSTED FOR HEIGHT AND EXPOSURE BY MULTIPLYING BY ADIUSTMENT COEFFICIENTS IN TABLE R301.2(3) OF THE FLORIDA RESIDENTIAL CODE 2007 3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES UPLIFT CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE CONNECTOR UPLIFT CAPACITY LATERAL CAPACrrY FASTENERS I CONNECTOR UPLIFT CAPACITY LATERAL CAPACrrY FASTENERS (S.Y.P. #2) I (S.P.F.) (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" M ETA20 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 LTS 19 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" H10 990 850 525 16-8d x 1 1/2" RT16-2 1160 975 410 16-8d x 1 1/2" H 10-2 760 655 395 12-10d S PT22 725 623 260 8-10d S P 1 585 535 -- 10-10d SPT24 1085 933 260 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 - 2-10d & (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 -- 20-10d LSTA18 1 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 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '-0" (TYP.) + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + ++++ + + + + + + + + + + + + + + + + +++ + + + + + + ++ + + + + + + + + + + + + ++ +++ + + + + + + + + + + + + 7 0i \-RIDGE LINE 120 MPH SECOND GUST EXPOSURE "C" WIND ZONE 1 120 MPH SECOND GUST EXPOSURE "C" WIND ZONE 15/32" CDX PLYWOOD OR 7/16" OSB 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL MTW INSTALLATION LC SE CHIMNEY CAP 2"x4" BLOCKING (SEE MANUF. USP SPT24 AT Y/ SPECS. FOR MINIMUM DISTANCE) EACH JOINT TYP. \ 'EXTERIOR FINISH CHIMNEY } z BLOCKING @ MID POINT z = CO WHEN CHIMNEY EXCEEDS 6-0" QO IN HEIGHT Er 0 GALV. METAL 1/2" SHEATHING OR O.S.B. = a c FLASHING F ¢ jr2'W STUDS @ 16" O.C. MAX. 2 0 cm \ I I I I I I I III CRICKET V. MTL. FLASHING TRUSS TOP CHORD "USP HTW20 @ EA. CORNER DOUBLE 2"x4" BLOCKING SECTION "A -A" w/ 1/2" PLYWOOD FLITCH SCALE: 3/4"=V-0" HIM ATTACH BLOCKING -/ TO TRUSSES w/ USP SLOPE USP HTW20 @ EA. CORNER MP-34 ANGLE TYPICAL -� USP PRE-ENGINEERED WOOD TRUSSES MUGT15 TYP. GIRDER TRUSS 2X TOP PLATE 5/8"0 THRU BOLT 2 X B.U.0 MUGT15 TYP. 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 CONT. #5 BAR CHIMNEY ASSEMBLY 4" @ 16" O.C. MAX. 2"x4" BLOCKING w/ "PLYWOOD FLITCH TYP. TYPICAL CHIMNEY PLAN SCALE: 3/4"=1'4' FILL CELL STD. 90° HOOK BOND BEAM /F w STD. 90° CONT. #5 HOOK #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. �N U C V N C (D N H 00 0nco CCD OW O f N ,-. a"�o 0 V) �C d% m "oO t V 0) 0LLC�o)� C U OWN O YCLo� o a a°Do all u�aN rn 0 B Dm CD ae,j"•gL! •" 4, a ~ Oct a •� 3: LDZ 6"! 'eL ®�®rrrr'a►►►►°° To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the Building Code, Residential with 2007 Florida 2009 revisions signed and sealed for the structural portion of this drawing. 1f O N M Z : M 0 O C+n O M O 0 ` Q �L M rl Q O z L N 4 N z Z J LU J O M L� 4) LLn V Z LLJ J f w Z M m�a �Na0 rZ 00 Z� u� ZZ~Z 0i M a U 0a 8= Z O N p pZ® O LU J T--1 5- to NO l0 n Z 03 6in00C)� z 1E0- z W O z co w C) 0LLz!� o8 T LL 0Lu ~LL z o LL LLJ > g Z 0 a SCALE : AS NOTED PLOT DATE : 07 / 08 / 2011 VERSION NO. 1000 JOB NO: 11-0958-0961 SHEET NO. SN 1 (1) LAYER UNDERLAYMENT FOR ROOF PITCH 012 & (2) LAYERS UNDERLAYMENT FOR ROOF PITCH 4:02. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH 7P) Zff(TYP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER INSULATIC IN B ROOF COVERING 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIESAIIIII-� 5/8" OR 1/2" HIGH UMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" V, ALUMINUM FASCIA GYP. TYPE "X' @ GARAGE W/A HABITABLE ROOM 1 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL 12" VENTILATED SCREWS @ 7' O.C. SOFFIT CEILING & 8" O.C. WALLS 8`A8"X16"KNOCK-OUT INSULATION PE BLOCK W/ 1 #5 CONT. CHART ON FLO FILLED SOLID WIGROUT PLAN 1x2 P.T. HORIZ T L NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) PE 'IS" MORTAR ARCHITECTURAL 1x2 FIT WD FURRING @ 24' O.C.--/ 112"GYPSUM WALLBOARD . . . . . . . (1) #5 VERT. IN FILL U.N.O. CELLS(SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"A4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR M IN PSI MAY VARY PER Q TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W1 6X6 a_ /-NOTE:EXTEND WIAXW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6' BELOW GRADE & A z 00 6 MIL VAPOR 2� BARRIER COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3' MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4- 1-411 STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION 6A SCALE: 3/1 V-0" (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT- FOR WALL HGT. 15 &-6". (2) @16" O.C. W1 (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & FOR WALL HGT. > 8!-6". 1/2' GYP. W13 (MIN.) @ GARAGE SIDE IF APPLICABLE. 2x P.T. PLATE 1/4" DIA X 3 1/4' TAPCONS @ 24" O/C @ 6" M�i FROM END OF 2 x PLATE (2) #5 CONT. ON 3' 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) WWF OR FIBERMESH 9 8' 1 TYPICAL INTERIOR BEARING ""17 WALL WOUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" �S3 FOR ADDITIONAL SLAB INFORMATION. OPT: DEPRESS SLAB 5 Y2" DEEP AND 6' BEYOND DOOR TO RECEIVE PAVERS/ DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB: \ 1 - 4" !r PAVERS 0 , H , D.RECESS 4" op -11 r SEE AIS3 OR J/S6 I I rT F3"iMIN. CLEARANCE I= I 1 11 LI 1=1 � �I FOR REINF. INFO. T. 4' (1 STORj / T-8- (1 STORY w/ DEPRESSED SLAB OPT.) 1 `� 8' (2 STOW) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 8"x8"xl 6" NOMINAL BLOCK WITH 3/8"MORTAR BETWEEN COURSES 8"x4"x16" NOMINAL 3/8"MORTAR BETWEEN BLOCK WITH 3/8" SLAB & BLOCK MORTAR BETWEEN COURSESCUTTO SLOPE. Cl) ELEV. V-10" ELEV. 4-4 1/2" E --J� A.F.F. A.F.F. Z. ELEV. -T-3 1/2" ot 4 2x4 CONT A-F-F- '0 U- CD 4 GARAGE DEPTH VARIES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1; 1 2x S.P.F. S Q O.C. 2x STUD LOADBEARINGOR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD ool #5 VERT. IN FILLED CELL SEE CC/S3 OR CIq G/S3 FOR ANCHOR BOLTINFO. 504" "J" BOLTS BOLT (IF NO UP LIFT ON N 3 @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x V'EPDXY BOLT OR (6) 1/4'x3 1/4" TAPCONS *USP SPT22 TYP. SPACED EVENLY C14 2x P.T. PLATE ASSUMED FINISHED GRADE z MONO OR STEMWALL-,, FOOTING MONO SHOWN FOR CLARITY A� C 00 '-Tl= ---"F= t> NOTE: *FOR BEARING WALL W/ UPLIFT ONLY I --�i I Fd I 1=1 I !=I I 1=1 I 1=1 i F=1 i !L--1 ! F=i I I=i I I FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. EXPANSION JOINT SEE A/S3 OR J/S6 FOR REINF. INFO. SCALE: 3/4"=1�4' BLOCK WALL BEYOND O.H.D. RECESS 3"MIN. CLEARANCE GARAGE DOOR SLAB RECESS ( i SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3 ADDITIONAL INFORMATION. �-s -E D S3 5/8"OR 1/2" HIGH STRENGTH BOTTOM CHORD OR 2x4 BLOCKING (U.N.O.) (OR %" GYP. TYPE ")C @ W/ 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW TOP PLATE USP SPT24 CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16"O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12' O.C. @ FIELD SP SPT22 CONNECTOR 5/8" x 10" "J" BOLT @ 24"O.C. Wif 2"x3116' PLATE WASHER (TYP.) (ALT: 1/2"xl 2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8!'xlO'WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 211 WWF OR FIBERMESH 31/2"MIN. 1/21mln.)- 41' 2� It 00 if, PP TT1` (2) #5 CONTI. 4" U.N.O. MIN. TYPICAL BEARING WALL @ STEP @ SHEARWALL ("-C� "SHEAR WALLn SCALE: 3/4"=V-0' k, S3 _) 1/2" OR 7/16H 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 5/8"0 x 10" "J" BOLT @ 24- O/C W/ 2"'X 3/16- PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 04 Cn 6 MIL VAPOR BARRIER t> -2x STUDS @ 16" O/C 1,8ULATION PER CHART ON FLOOR PLAN -7/8" STUCCO FINISH PER ASTMI 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 NOOK DETAIL 3RD LAYER 1/8" THICK. 0 K.O. BLOCK -USP SPT22 @ EA. STUD 5/8"OR 1/2" HIGH STRENGTH - (U.N.O.) (OR %" GYP. TYPE W @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR TRUSS BOTTOM CHORD OR 2x4 BLOCKING W1 2-1 6d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW -2"A S.P.F. (OR EQUAL) STUDS @ 16' O.C. U.N.O. 11) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > V-6m. -INSULATION PER CHART ON FLOOR PLAN 5/8"* x 10""J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR --v 2`016" PLATE WASHER (TYP.) V2 (ALT: 1/2"xl2"TITEN HD @ 24" x P.T. BOTTOM PLATE I O.C. OR 518"xl O'WEDGE ANCHOR / 6x6W1.4xW .4 @ 24' O.C.) 211 VII WWF OR FIBERMESH 3 1/2n MIN. z 00 0 r1kIT 8" (2) #5 CONTI 4" U.N.O. MIN. TYPICAL BEARING WALL @ STEP ZA f-. I . r`LM I r- 20"MIN. LAP #5 REINFORCING -WEEP SCREED INSTALLED BAR PER MANUF. "�'-#3 OR #4 REINFORCING BAR MIN. Fr- 40ks! 2� #3 & #4 LAP SPLICE FINISH GRADE b0 2 25" MIN. LAP ;0 Jx- xx, A A A -_�j -----#5 REINFORCING BAR R 17/811 C4 #5 LAP SPLICE COMP. SOIL. (COMPACTED TO A 95% MODIFIED PROCTOR ASTM I W D1557) 4" 114" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYPI WALL SECTION FOR ADDITIONAL SCALE: 3/1 SLAB INFORMATION. 7- 10" -�--#6 REINFORCING BAR #5 STD. 90 H #6 LAP SPLICE 3 1/2"(min.)- 4" go REBAR DETAILS F SCALE: N.T.S. �,13� 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH .4 GRADE MIN. P. T. 2Zx( 1/2" GYP. BD. TYPICAL THICKENED SLAB EDGE rL 2" HOLD GYP. BD. 1/2" FROM SLAB SCALE: 3/1 01-011 CONT. BEAD SEALANT INTERIOR 2X STUDS @ 24" O.C. U.N.O. -3 1/2" VARIES GARAGE 11/2" RECESS FOR 6 x 6 W1.4 x W1.4 CONCRETE NAILS W 11/2 1/2" GYPSUM WALLBOARD U.N.O. S.G.D. (U.N.O.) WWF OR FIBERMESH cN r: E EMBEDMENT @ 12' O.C. W/ DRYWALL SCREWS @ 8"O.C. A a STAGGERED, FROM BOTTOM --INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONTI BEAD SEALANT A TENSION 120#) CONCRETE SLAB E 6 x 6 W1.4 x W1.4 N Go WWF OR FIBE RMESH 4t r- im I'T j T, 1 Z6--j < SEE AIS3/J/S6 8" 6 MIL VAPOR BARRIER �-j ----I I I I I F-1 I I EEi I , i, FOR REINF. INI 0. I 1-=! VH- T OPTION #1 4' 4- SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. INTERIOR WALL SLAB STEP NON-BRG. rK SLAB STEP & RECESS (a) S.G.D. rM SCALE: 3/4"=V-0" � S3 SCALE: 3/4"=T-0" � S3 SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2- x PLATE UJI Uj L :3 EL co IL W W CAP (2) #5 CONT ON 3"CHAIRS (ryp.) 1/2"(min.)- 4. CC S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. :� 8'-6'. (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6'. 1/2' GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8'" EXPANSION BOLT @24 1' O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) I= E 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 7 �7 11 15 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 314"=1'-0" �3 MASONRY WALL AND I I PAD FOOTING 8" MASONRY WALL -71 EXTEND FILL CELLS .9 TO FOUNDATION PAD E -= CONTI. FOOTING STEEL-\ MAT REINFORCING. ',N V) z 00 GWE 4 �4- LLI 2! 15 1 1� I =1 LU LLI 0 LU cf) LU I, L LU 00 U- LU "-FOOTING BEYOND PAD REINFORCEMEN 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL ( �N SCALE: N.T.S. � S3 C M 0 E E vo) 0 r, co 0) C`4 m P E 00 jr .2 in M:s q IM 0 M C: r- - ELL 0 "' -E %e (M 0 0 d 0.0 0) 0 CD CL OD ago 0 CO < U) 0 CD 0 A -L 10 D. 6A L', A LL a, 00 0 To the best of the engineers knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. Q T-4 Z:u Cn 0 1 CD (1) C:) �b4 C:) M 0 z Cg C-4 z Z.21 M W LU -J C:) M Ln a) Ln Ln z z LU OR z CY) Uj U ULU) a 0 ro- 0 z< 0 z 8 W T-4 C:) ;Z,- 2-: =� 1 LZU zz @ � I -W� U 8 8 j:j 0 F-0 z %D r,j 0 1.0 -r T-11 Ln Z 0 0 Z 8 21 rL 8 a 0 r JE D; 8 0 Z- F- 0 UZJ W z By Z 0, z 2E LU 0 M 5 Uj 0 !� 0 r CY) 1­4 Fm V-4 0 1 z 0 Lj- Z0 Q:3 1-- ox 8 >7 ej�- & 0 R1 LL z 0 z -C 0 Lu F- III- c) LL z LU > z z SCALE AS NOTED PLOT DATE 07/08/2011 VERSION NO. inoo JOB NO: 11-0958-0961 SHEET NO. S3M i I- r DOUBLE 2x TOP PLATE ----i 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING PER PLAN VAk(2) 2x HEADER 112x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYpj SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD �� (2)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID ,;.�—POINT EVERY OTHER `+ STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 12d TO TRUSS BELOW BLOCKING (TYP.) 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD -- USP SPT22 @ EA. STUD 2x P.T. PLATE �OOFTRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 9V HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF� VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d DRYWALL NAILS MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4' n n DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4, REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 ■■I�I��I�I�I�Ii■I�!_4�1®■ PLAN) - - . • • OPENING�I ,N. ...•• ■■IIICONT.OPENINGS III■■ ' II MEN lid■■ IIIIIlII�� ■ H IIINN 1111� NOTES: 10 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. Q2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO VI IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL qJ e \\\ffiN\0\\`, T T 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE 71 GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY `' GARAGE FLOOR .. TRAVEL DIRECTION OF ........ :....... GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a EE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED ` FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL Irt EXTERIOR WALL 1 ST COARSE 2ND COARSE ' 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING — CL VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END WALL w U d DOOR STOP MOLDING In � 2x TOP PLATE �2-16d GARAG NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. —PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. DOOR TRACK REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE a NOTE: 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. S4 SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) USP LSTA30 4'- 9' 1 (2) 1 (3) (2) (2) (1) USP LSTA30 (3) (3) (2) (3) (2) USP LSTA30 USP SPT4 SPT24 2X STUDS @ 24" O.C. 8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE P T FLAT STRAPS PER CHART ABOVE SECTION 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"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2)12d TOENAILS TB (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER 10d NAILS @ 8" 1) 2x SILL PLATE W/ (2) O/C TYP. BOX HEADER ((1) TOENAILS. ONLY DOUBLE 2x EXTERIOR HEADERS CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.O.) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE '--2x STUDS TYP. USP HTT16 TYP. U.N.O. SEE NP ** HOLD DOWN CONNECTIONS OpdOO,Q NOT REQUIRED @ BEARING FN/iy0 WALLS NOTED WITHOUT UPLIF P.T. BOT. PLATE WALL HEADER DETAIL Q SCALE: N.T.S. S4 u1 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL G dQ 4. USP 79 12 "P•) SEE ELEV. USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"1 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 BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIERIGIRDER TRUSS USP HTA20 @ EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E SCALE: N.T.S. S4 BUILT-UP COLUMN SEE PLAN FOR MORE INFO TOP SPLICE ° 2 ROWS 10d @ 3" O.C. (14 °°°° 18-10d NAILS NAILS TOTAL) EA. SIDE OF .?4. SPLICE STAGGERED • ° ° 5/8"DIA. X 12" EPDXIED ATR W/ MIN. 8" EMBEDMENT . ' c @ " *MAX 5/8" W/ 5/8" W.A. W/ a/srq� 10d 8 O/C 51/2" MIN. EMBED CF A 0 UPLIFT= 4290# (SPF / SYP #2) PLATE LENGTHS MUST BE BOTTOM SPLICE AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL 6M SCALE: N.T.S. S4 F= 2240 LBS SP USP SPT4 SpT24 C SP SPT4 TRANSOM FRAMING SEE SECTION AA/SI AND BB/Si FOR ADDITIONAL DETAILS USP NAILED INTO TRANSOM FRAMING USP_ SPT22 //_SSP PT4 LINTEL 2X TOP PLATE OVERLAPPING INTO 10d NAILS @ 6" TRANSOM STAGGERED FRAMING i-o ROOF TRUSS ABOVE F 2X BLOCKING SP SPT22 - SP SPT4 USP SPT4 -BOLTS @ 24" O.C. MAX 2X P.T. PLATE 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'1 O.C. MASONRY WALL SPT4 C �10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. PLYWOOD r—PLYWOOD FASTENED TO TRUSSES 10 E SHEATHING WITH 8d COMMON WIRE NAILS @ 4" 1 1 f$4 O/C BOUNDARIES 6" O/C EDGES (;� & 8" O/C FIELD SPT4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLYWOOD SHEATHING MASONRY WALL BELOW o 5/8-Xl0" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM o PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. W O C •N v U) 0 U _ a) m N E"�om ro 70 Oto 0 r, 00 ai N tlt �° iYl _ 0 O 2 fii � V -p �mo � v m ICBM® r0 0) L M Y O0.00 U El 0 0 CO u,a^ 0`) zt 0 A B 0 Da ncB.nc /# LL LL do `Q 7 ° /5A lebg- To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. 1 O '- M tV M Z � cln 0 O �M O N Q •L M Q O O z Ce L z Z UjJ O cC to L V Q Z LU WU_o J LU W 00 Z z fY MO w Z S a U a �--I C)pEfizw, rxzzz I M M38o Ix o�goZo . ■ . i2IJ o ,—t Iko TO Z r�l a O w zo o aZ Q z W ao���� W C)r- sz g'o$ O ,--I co ' LU C)u_ Z > ~ g z � a SCALE AS NOTED PLOT DATE: 07 / 08 / 2011 VERSION NO. 1000 JOB NO: 11-0958-0961 SHEET NO. S4 11� I I � I I T T 1 n _ 1 7 r. �1 ---- IF, SEE STRUCTURAL NOTES AND SEE STRUCTURAL NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS NOTES AND NAILING SCHEDULE FOR BACKNAIL W/ (2)16d NAILS SHEATHING DETAIL 2"x4" OUTLOOKER �° �� 24 O.C. NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOOKER @ 24" ,-TOP CHORD SHEATHING DETAIL EA. OUTLOOKER 2^x4° O.C. (OPTIONAL - SEE -BLOCKING FOR a OUTLOOKER ELEVATIONS) 2x4 OUTLOOKER BACKNAIL W/ (2) FIRST FOUR @ 24" O.C. SEE STRUCTURAL 16d NAILS @ 24" 0/C ROWS OF 45• t 24" MAX• . TOP CORD BLOCKING 45 t 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 BLOCKING FOR EDGES OF 2x4 CRO BRACE EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" 0/C. CMID OF TRUSSES @ EDGES SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT "L" OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE EQUAL @ EA. OUTLOOKER OF TRUSSES @ 24" 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 @ Ti O/C. 2x4 CROSS BRACE EXTEND LEAST 90% OF @ WEB LENGTH & NOTCH @ � USP 8" FROM RIDGE FASTENED AT SPT4 @ EA. EACH JOINT W/ (2)10d & (2) RIDGE FASTENED AT "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) AT LEAST 90% OF WEB 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) 2X6 FRAMED WALL - SEE 10d & (2)10d TOE NAILS @ EA. END LENGTH (SEE TABLE) GABLE TRUSS SILL 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING EACH JOINT W/ (2) 10d & (2)10d TOE NAILS @ USP RT3A WITH 8-8d FROM LEDGER TP e WALL SECTION FOR SPACING 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR ATTACHED W/ 10d EA. END BLOCKING : 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" 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 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" O.C. FIELD 10CEIdX3" @ 3" 0/C THROUGH CHORD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2)16-d TOENAILS 7 7/16" OSB SHEATHING • AND 12" O.C. FIELD (2) 16d NAILS END TYP. TOP & BOTTOM ATTACHED (2) i6d NAILS ATTACHED W/ 10d NAILS "P INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING W/ (2)16-d TOENAILS 2x4 ON TOP OF PANEL 2x4'T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD O.C. FOR THE FIRST (4) ROWS BLOCKING, FASTEN WITH 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 10dx3" @ 4" O/C @ 48 O.C. 5/8" x 10"'1 BOLT @ 48" O.C. WEEP SCREED TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH SP HGA10 @ 36" 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. W/ (2)16-d TOENAILS 10dx3" @ 4" O/C O.C. PLATE SPLICES W/ 3/16"1 PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE STUD WALL OIC ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT (SEE TYP. SEC.) VERT. WEB (24" O/C MAX.) VVf7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 2114" TRUSS) USP SPT24 @ EACH STUD - NOTE: IF EMBEDDED SECTION TAPCONS. SECTION I 0 N STRAP MISSED VERTICAL 1 2 SECTION 3 SECTION 4 WEB; USE MSTAM36 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 ON SHEET S5.1 N T SEE STRUCTURAL — FOR FOR X-BRACING, AND r "' `" " NOTES AND NAILING USP HGAM10 W/ (4) TOP CHORD N to go � SCHEDULE FOR SHEATHING DETAIL 1/4"x1-3/4" WEDGE BLOCKING BOLTS & (4) SDS 1/4" INFORMATION 1 1 1 •. 2"x4" CROSS BRACE x 1 1/2" SCREWS WOOD TRUSSES to APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING " " EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 1 1 1 10d & (2)10d TOE -- BOTT. CHORD FOR 4 -- TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT " �� �� () (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ 1 ROW @ 48" O/C FOR THE FIRST (4) ROWS OF 2x4 BL L BLOCKING @ 24" KIN OF STAGGERED10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. O/C 2 (D = 0.148 , L = 3)�OR EQUAL (D = 0.207 , L = 41/2) CR EQ1/AL (D = 0.207", L = 41/21 OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2)16-d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. (@ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATIONrD COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF - B.U.C., SAME NUMBER OF ROWS, SAME SPACING) i SEE TYP. WALL SECTION FOR SCALE: 3/4"= Vi S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT '- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL K,_J_� SCALE: N.T.S. S5 I� ('-API C CAIn PDAr%IAIn_ IICTAII 2-x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 10dx3" O/C @J 2"x4'TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL NAILS _..._ MEAN WALL HEIGHT UP TO 30'1 - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES BACKNAIL W! (2) 2x4 OUTLOOKER 16d NAILS @ 24 O/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2"CDX PLYWOOD OR 7l16" OSB SHEATHING ATTACHED 8d @ 6'O/C WOOD TRUSSES (2)16d NAILS W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 SEE PLAN FOR 1/2" SCREWS CONNECTION 2x4'7 ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SECTIONK, 8 SCALE: N.T.S. �' - MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) ­1 1. kI 11.1 GABLE END BRACING DETAIL SCALE:3/4"=T-U" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 2x4 BLOCKING W/ (2)12d TOENAILS LIL F 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 LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - X-0" Y-0" - V-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"1! S.P.F. @ EACH VERTICAL AND (2) 2'W FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. EACH STUD END JACK 11'-0" MAX. a o ✓,9 °C CORNER JACK 0 Y a W z cc o U HIP FRAMING REFERENCE PLAN E S5 0 z W a_ x 2x4 BLOCKING 2x4'BLOCKING @ 48" O.C. T" 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" 0.C— TYPICAL GABLE TRUSS WEB --I SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING DIAPHRAGM" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"1 "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'1 MAX 20'-0^ MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTOIiiiii CHORD BRACING 2X4 MIN. Lg �I■ 'NII AI�I�I���INI 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 /TOP & BOTTOM CHORD GABLE END BRACING @ 4'1 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 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N C u C:M •� 0 � vi C O It M 0r,0000 rn O .. O Ln aM00 M MvU 41D M W.Y.0) !� W— .0 L M 0 0 9 N, o U a 0.00 co < It t rn -� 0 A 0 N�C •B •D•C \��`��_ � jjaEt fw � _ oo W-i•e C� C I C"r 0 - lJL • i5 0 `ter m ^ CD p W 0J� �e O To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. � O N Qj Z co 0 O to O 0 � �M Q �L Cl- a�0 MLL^ 3 �N L Z 0 W J CD Ln0) LLn U a Z W WMz J mz M cu'r.� _Roo 9Z8a0 a� zr V-4 _ Zza~az O '2 W CJ M S 8 rn 0 S w N V-4 O W© a=z � � T-4 2:I'O r,j 0 ;i _ n Z 03 ZYVC' ^^ O 1..1. V Ova Lzn co LU C) ZOLLZQ 2: ~O$ LL Paz O LL z LIJ v • Z z O g SCALE AS NOTED PLOT DATE : 07 / 08 / 2011 VERSION NO. 1000 JOB NO: 11-0958-0961 SHEET NO. S5 -- - 11 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 MAX.8" TO SHT. SDW2-K1 P.T. TO SHT. m ni;:T i FOR CONN. DETAILS PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.G. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 " Imf 1X4 " " 3/16 0 X 3 LONG FURRING FURRING 3-1/4" LONG X 3/16"0 FURRING 3/16'9 X 3-1/2" LONG TAPCONS TAPCONS STAGGERED 2X8 TAPCON. INTO STAGGERED @ 16" 1X8 P.T. STAGGERED @ 16" O.C. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2-ROWS INTO MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 31� DETAIL 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16'� X 3" 2X8 P T 2X8 xP.T.AS LONG TAPCONS 2TREQ'D STAGGERED @ 16" O.C. 2x DETAIL 21/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED (�,p) AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 D. 90° HOOK (TYP.) ROWS STAGGERED K (TYP.) 2x BAND JOIST W/ FACE NAIL METAL SEAT PLATE 10d @ TOP & BTTM CHORD, Q01L IL D/ NOTE: AND (8) FACE NAILS 10d @ LAP SHEATHING TO TRUSS VERT. WEB BOTTOM OF BAND JOIST TYPICAL r •: f2++ NOTC @FIRST COURSE USP HGAM10 @ 12" O.C. w/4-SDS 1/4x1 1/2" SCREWS INTO BAND JOIST & (4) 3/16"x1-3/4" WEDGE BOLTS INTO K.O. BLOCK IRST 2 COURSES BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION rH-'� SCALE: N.T.S. SS RETROFIT FOR MISSING EMBEDDED STRAP 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 + , FILL 1st4 COURSES =1890 # FOR 2 STRAPS ' EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS ::* Souow/cROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 l/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK USP RT16M W/ (8) NA11 NAILS & (6) k x 2k TAPCONS ' 1/2" DRYWALL * _ (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) ' r 10d NAILS x 1? NAILS AND 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE .p = ` -=: (4) X 1 WEDGE BOLTS [ (1) STRAP =1225 # , (2) STRAPS 2450#j) a •• INSIDE TO ALLOW FOR INSULATION BRACE(S) 2 x 8 BRACE/ BLKG. -" 7/16" OSB TO BE INSTALLED - n$ < ,=';Y ' "` FOR OVERHANGS BETWEEN OVER 1 1/2" CUT HOLE IN O.S.B. FOR "�: ;_>:=;;:,:. < > x > BOND BEAM OR CAST CONTACT ENGINEER OF RECORD FOR •' FURTHER INSTRUCTIONS. BUILT UP PLWD. BUCK ARCH PANEL IN PLACE BEAM SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. • • . FACE OF ARCH W/ (3)10d NAILS ' •: BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 OVERHAN CONNECT W/ 8d NAILS BRACE/ BLKG. AT EA. END RETROFIT TRUSS DETAIL N.T.S. INSTALL WDW. SCREW ANCHO 2 x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/8" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN, OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4Y," WOOD NOTE: FOR OVERHANGS LESS THAN 3/8" - NO REPAIR REQ'D. SCREWS @ 16" O.C. MAX. OR IF MASONRY x0 4' MAX. RAD. (2)10d NAILS @ 8" O.C. VFl� TO TRUSS TOP CHORD 1 ARCH DETAIL WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" hqN SCALE: N.T.S. SS O.C. 12 + �FH -011 5r_On JACK TRUSS PROVIDED BY SEE + + C'TF/ PLYWOOD SHEATHING TRUSS COMPANY OR PLAN + + 2 x 8 BUCK - CONNECT TO BLOCK SECTION 2x6 #2 SYP @ 24" O.C. + + + BLOCKING AS INISH FLO °.. ROOF SHEATHING + REQUIRED > o D `o WITH 1/4" x 31/4" TAPCON (1 1/4"MIN. PER NAILING SCHEDULE /ALLB-BTO SUPPORT #5 BAR /4"MAX EMBEDMENT INTO )", 2'-0" 8" TRUSS + SOFFIT P BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + + p 10 p. u ° . ° CENTERED W/ USP RT3A 2X4 SYP ► ► o ° H I IN TOP 9 KNOCKOUT / N 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 EACH TRUSS _ D t�. 8d NAILS @ 8" O.C. AT BUCK ° 2 x 8 VERT. W/ (2)10d s D. . CHAIR BLOCK PROVIDE 2x CONNECTOR MONO FOOTING ° NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE CONT. W/ (3) SIZE AND REINF. PER PLAN ° B PROVIDE (2) MIN. •a VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF CLEAN FILL TO BE INSTALLED 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH 00, #2 SYP @ 24TRUSS PO.C. ANY OR 2x4 ENTER SO IT DIRT J BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD 4 SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° 90' HOOK EN TO FIT ARCH CONNECT W/ 8d NAILS START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0'� ° • ° , ° ° ° ° , ° BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL _ 4' M WALL USE (2)1/4" X 31/2" TAPCONS AT 16" L ° - - INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. " ''' ' ' ANCHOR INTO ARCH BLKG. I STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K SECTION ENTRY L SECTION ROOF EXTENSION MONO TO STEMWALL FOOTING _ B_B @ �U M REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRC / FBC NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS SILL. EXISTING BOND BEAM. C) SET A FULLLL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL 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 BLOCKAFTER INITIAL PLACEMENT. FOR SOLID GLASS CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER HTT16 W/ (18) -16d NAILS TO COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION STUDS & (1) - 5/8" DIA. ALL r #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) TOP WITH MIN. 3" (1) #5 BARS CONT. OCCURS THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL COVER V-0" F F 5" EMBEDMENT & 3" MIN. a OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. (EVERY OTHER EDGE DISTANCE FILL CELL FULL HEIGHT W/ LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE COURSE) EXPANSION STRIP ° U_ LU NON SHRINK GROUT. J. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ' " X o w _j A REINFORCING AS FOLLOWS: _ r;=:Y ° —I` - Q ai 1 SEALANT — a �,. _Y.- •'" o ° ~ 5X6 EMBEDDED INTO PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ;,.; - v •. -,..' ;,r,,, • _ p . I I U g , PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ o ° W EXISTING FOOTING 2-#5X6' IN CONC. *SMOOTH. FILLED CELL SMOOTH COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL :; • • ' .'�: " REINFORCING PANEL in . DO NO FURROW. zsr: iJik� _ " xi^�;` ' N `'' +' �� ° DRILL 3/4"X6 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT "�-'"`-t,'.t •• — SET BAR IN EPDXY 6 . , ...... ..,;. ;_ � GRADE . o... .. , P � � � - FURROW. MAINTAIN UNIFORM JOINT WIDTH. `'"*`< Y:` ' " MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST : f:-=: �' SPLICE NOTE: REMAIN FREE OF MORTAR. �`� -.w SEE GLASS BLOCK INSTALLATION NOTES. r H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 16"MIN. COVER EA. WAY A SECTION 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) EXISTING FOOTING 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) = 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 RETROFIT FILLED CELL DETAIL MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. " K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. FILL SOLID BOTH CELLS #5 REBAR STD. 90' H00 1 L71 T' 7/ t5" NOTCH WEB AT THE F 53 L C N U) to 0 u _ 0 (DO) 4) ra ;� ECaoo Dow U O N N •• o��0 0 -� 70 mpw m C 0 f6- fa LL m L M Y (D U 1N +�+ a O CO 0 coo W 00 0 A � B P. N.C.-ww.D.0 ``�A11111tft(r�� %%IC A �!Q N Sa�I�U Lu' • W'C r Q •,W "Z N � LLZ/O ' O • � •....' EN fit tt1ttt1110% 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 ate_+ M 0 O �M O^ ra a'L ON -fOp z L DC M N %­0 CnM Z WO LU Lna) Ln V Q Z LU w2iiZ J mz m �. M Z>.8QJ 0 0 ZQa a¢ r"•� O =wPz W � W M a U,V o 8005WN CD W =ZOO r-1 l0 N0 �O Ln Z Q a O ~ oo�� ` N m = `L ` O Z � � aW�d2°�� a LU CD OLLZQ i oS : 61 LLa O �oz�a ~u- LL LU • Z z SCALE AS NOTED PLOT DATE : 07 / 08 / 2011 VERSION NO. 1000 JOB NO: 11-0958-0961 SHEET NO. SS PRODUCT APPROVAL SPECIFICATION SHEET ts required by Florida Statute 553.842 and Florida Administrative Code 911-72, 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. CategoryfSubcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SV\ANGING Plastpro Inc./ Nanya Plastics Distinction Fiberglass Entry Doors FL6184-Rl +65.01-65.0 psf ThermaTru Smooth Star/Fiber-Classic FL8838-Rl +55.01-55.0 psf ThermaTrut Smooth StariFiber-Classic FL12441 +47.01-47.0 psf B. SLIDING General Aluminum Company Series 4201430 FL12274 +40.0/-40.0 psf C. SECTIONAL Clopay Building Products Resi d enti al VMndCode Doors M (8X7) FL5675-R3 +30.01-32.0 psf Clopay Building Products Resi d enti al VAndCode Doors W5 (16X7) FL5675-R3 +30.01-30.0 psf (used in wind speeds over �20 mp�7) Clopay Building Products Resi d enti al V'AndCode Doors M (8X7) FL5675-R3 +37.01-41.0 psf (uueu in wind 3peeds over 120 mp�i) Clopay Building Products Resi d enti al VAndCode Doors W6 (16X7) FL5675-R3 +37.01-37.0 psf Amarr Garage Doors Model #500 Classica (8x7) FL5427-R2 + 40.11-47.4 p sf Amarr Garage Doors Model #500 Classica (16x7) FL5427-R2 +38.41-43.7 psf Amarr Garage Doors Model #600 Stratford (8x7) FL5302-Rl + 40.11-47.4 p sf Amarr Garage Doors Model #600 Stratford (1 6x7) FL5302-Rl + 38.41-43.7 p sf D. OTHER 2. VWNDOWS A. SINGLE HUNG General Aluminum Company Series 155011570 FL14412 +47.21-R.0 psf General Aluminum Company Series 190011970 FL12968 + 40.01-40. 0 p sf B_ HORIZONTAL SLIDER General Aluminum Company 2800 Series FL12989 + 40.01-40. 0 p sf C. FIXED General Aluminum Company Series 155011570 FL13199 + 40.0/40. 0 p sf General Aluminum Company Series 1900/1970 FL13199 + 40.01-40. 0 p sf D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL8905-Rl N/A E. OTHER 3. PAN EL WALL A. SIDING Alside Coventry Vinyl Siding FL12103 + 86.5f-86.5 p sf B. SOFFITS Kaycan Ltd. 12"116" Vented Soffit FL12199 +70.0/-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 FL1 1024 NIA Florida Metal Products, Inc Vent RV10 FL2075-R4 NIA E_ ROOFING TILES F. ROOF TILE ADHESIVE G, OTHER S. SHUTTERS A. STORM PANELS Metal Tech, Inc Galvanized Steel Storm Panels FL722-R2 +103.0/-10:3.0 pi 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 FL1 644-R2 NiA Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645-R2 NIA D. MATERIAL FECP Corp. (Cast -Crete) Hiah Strencith Concrete Lintels FL158-R3 NIA Wekiwa CP Pre -cast and Pre -Stressed Lintels FL1418-R2 NIA Lott's CP Lintel FL1 2045 NIA Commercial CP Precast & Prestressed Engineered Conc. Lintels FL.1774-R2 NIA Powers Steel, Inc. Power Box Lintels FI-6264-Rl NiA The products I isted below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite, 1) copy of the product approval, 2) the P 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 FSimpson & USP Cross Over Chart with Florida &I rr Product Approval Numbers Simpson Produ Number I Florida Product Approval Number Product Description I LISP Product Number IMP34 Florida Product Approval Number IFL822-Rl A34 FL1 0446 Framing Anchor 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 RT16 FL565-R3 H2.5 FL1 0456 Hurricane Tie RT7 FL565-R3 H6 FL10456 Hurricane Tie LFTA6 FL820-R2 HCP2 FL1 0447 Hip Corner Plate Connector HHCP2 FL817-Rl HDQ8-SDS3 FL1 0441 Holddown UPHD8 FL817-Rl HETAII 6 FL1 1473 Embedded Truss Anchor HTA1 6 FL821-Rl HETA20 FL1 1473 Embedded Truss Anchor HTA20 FL821-Rl HGUS210-2 FL1 1468 Truss Hanger THDH210-2 FL821-Rl HHETA40 FL1 1473 Embedded Truss Anchor HSU R/L41 0 FL10655 Heavy Skewed U Hanger HTS16 FL10456 Heavy Truss Strap HTW1 6 FL820-R2 HTS20 FL10456 Heavy Truss Strap HTW20 FL820-R2 HTT16 FL1 1496 HDITension Tie HTT16 FL821-Rl HTT22 FLI 1496 HDITension Tie HTT22 FL821-Rl HUS410 FL1 0531 Joist Hanger HUS41 0 FL821-Rl HUS412 FL1 0531 Joist Hanger HUS412 FL821-Rl HUSC410 FL1 0655 Joist Hanger HUSC412 FL1 0655 Joist Hanger ITT FL1 0667 TF I -Joist Hanger THO FL815-Rl IUT FL1 0531 I -Joist Hanger THF FL815-Rl LGT2 FL1 1470 Light Girder Tiedown LUGT2 FL817-Rl LSSU210-2 FL1 0447 Slopable/Skewable Hanger LSSH31 FL816-Rl LSSU28 FL1 0447 SlopablelSkewable Hanger LSTA12 FL1 0852 Strap Tie LSTA12 FL816-Rl LSTA18 FL1 0852 Strap Tie LSTA18 FL816-Rl LSTA30 FL1 0852 Strap Tie LSTA30 FL816-Rl LSTA36 FL1 0852 Strap Tie LSTA36 FL816-Rl LTS12 FL1 0456 Twist Strap LTW1 2 FL820-R2 LTS16 FL1 0456 Twist Strap LTW1 6 FL820-R2 LTS18 FL1 0456 Twist Strap LTW11 8 FL820-R2 LTS20 FL10456 Twist Strap LTW20 FL820-R2 LTT19 FL1 1496 Tension Tie LTS19 FL822-Rl LTT20B FL1 1496 Tension Tie LTS20B FL822-Rl LUS26 FL10655 Joist Hanger JUS26 FL821-Rl LUS414 FL10655 Joist Hanger JUS414 FL821-Rl MBHA3.56/11.88 FL10866 Masonry Beam Hanger NFM35X1 178U FL578-R2 META22 FL1 1473 Embedded Truss Anchor HTA24-1 8 FL859-RI MGT FL1 1470 Medium Girder Tiedown MUGT-15 FL1 1910 MST48 FL1 0852 Strap Tie KST248 FL822-Rl MST60 FL1 0852 Strap Tie KST260 FL822-Rl MSTAM36 FLI 1473 Strap Tie for Masonry MTS12 FL1 0456 Twist Strap MTW12 FL820-R2 MTS16 FL1 0456 Twist Strap MTW1 6 FL820-R2 MTS18 FL1 0456 Twist Strap MTW1 8 FL820-R2 MTS20 FL1 0456 Twist Strap MTV\/20 FL820-R2 MTS30 FLI 0456 Twist Strap MTW30 FL820-R2 Tension Tie MTS27B FL822-Rl PA51 FLI 1476 Foundation Strap TA51 FL816-Rl Spi FL1 0456 Stud Plate Tie SPT22 FL817-Rl SP2 FLI 0456 Stud Plate Tie SPT24 FL817-Rl SP4 FL1 0456 Stud Plate Tie SPT4 FL821-Rl U24 FLI 0655 Face Mount Joist Hanger ET FL11506 Epoxy HD Titen FL2355-R3 Titen Anchor F15)� 71-& 717-$46-3747 HR Frg nc. 1418 E, MiRd* 81_$uite B York, F"A 17-4.03 ;1 January 2009 Mck Thompson, Product Maiiager- Siding & Metals Associated'Materials, U—C 3773 State Road Cuyahoga Falls, 04io 44223 RE Florida l3vatuation, Covent�.v Vinyl 'Siding, FBC 2007 Lear Mr. Thompson; The following Associated Mateiials viuyl siding. product-, Coventry ha,% been tested and analyzed in, conformance with ASTNI D 3679-0-5 as required b�. Florida. Builtling Code 2-Mi, paragraphs 1404.9 and 1405.13, plus Florida Rcsidemiql Code 2007, parigr2ph ,0111 S.tructuril testing to A-97M D 5106, as requ�recl biv ASTIM D 3679, was done M Z,hitectural Testing, lnc� and is reported in 77045.01-10��-AO and 82537.01-109-40, Testing was done for Alside, Inc., whiifh is owned by Associated M2terials. LLC. Co-ventry vir,- I sidiog, is produced in. 5 configurations, Double 5", Double 5" Dutchlap, Double 4", Double 4" Dutt:hlap� and Triple 3"; all with a (hickness of G.042" A stnangthenuirg feawreof this produ�ct is that it has a "railed edge ruill hem". i�,hich forms a double. thickness at the nail. hem edge. -ational , ii, this product I 1-ave corribinati -oil of I a id comparative analyses or whicIl lnd_u�!es the mandatory reqUH`er1f_'nLS (if Annex A1.2-1 in ASTM, D 3679 ln�,ijl*jop mu-st be over 5[9" rinnimung rmilable shtathing or 1/2" mininnon plywood. must be roofing nails with 3/T' diameter ht:acl, 1/8." dwrineter shnnX, arid a I!*Mfnmrn1 length of 1-5/8". T'he alJowahle, design wind pies-,Lrres for all 5 configuration-14. incl-uding Double. 5", Dooble 5" Ducchlap, Double 4", Double 4" Dutchlap,- a0 Triple 3" are +./-173 psf for 8" stA spacing. +i- 1153 psf for 12" stud spaciriY 104 . .+1-86.5 psf -for 16" st.ud slyacting. In order to achieve these pressures, nuds rrhu4ft Wave� ii ails Wtliem and all nails ruu�t be in studs - The abav)e� valrues can 15e compared directly (o the required wind loa& in Chapter 16 of the Florida Building Code, I uu-st that this information is sufficient for the project needs - If there ire -nrry (Ijuestions about thii; reporf, or if arryll-iing additional is iequired, piense advise me.. Sincere.ly your,.; 1 E Allen IN- Reeves. P. Structural Engineer R '�aor AN No. 19354 Florida Liceriae Cc�0001000.5 Installing soffit and fascia Please note: Although vinyl soffit's are manufactured with the same exacting standards as all vinyl products; UV Inhibitors are not added to the vinyl formulation as soffits are not exposed to direct sunlight. For this reason, vertical or horizontal installation of soffits on walls is not recommended and cannot be guaranteed. Installing trim - Option A When fascia is applied without exposed nailing. With open eave: Secure F-channel to the exterior of the fascia with the top leg testing against the bottom of the board. Secure F-channel on wall, level with the F-channel on the fascia. With closed eave: Use a J-channel in place of the F-charmel at the wall Secure all channels every 12" on center, in center of nail slots. Installing trim - Option B When soffit only is applied, or when fascia panel is secured to underside of wood fascia. With open eave: Secure F-charmel to the wall and to the inside of the fascia board, level with each other. Cut out back of channel to fit around rafters, if needed. With closed eave: Substitute J-channels for the F-channels. Secure all channels in the center of the nail slots, 12" on center. lr­,c,falling soffit 1 Measure the distance between the inside of the inside and outside trims. Allow 1/4 per side for expansion and cut the panels to length. Insert panels into trims. For eaves over 18" in width, you will need to install intermediate nailing supports to keep the soffit from sagging. 2. Interlock panels as you would vertical siding. Closed soffit can be secured every 12" on center. 3. When fascia panel is not being applied, use an F-channel or J-channel at corners 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. faKLI T wfli Option A faula "it Option B Diagonal trim use ght trim use KAYCAN- 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 1(562)699.0543 A Subsidiary of the International Code CounclP DIVISION: 07—THERMAL AND MOISTURE PROTECTION Section: 07460— Siding REPORT HOLDER: KAYCAN LTD. ONE MEMORIAL DRIVE RICHFORD, VERMONT 05476 ==O... EVALUATION SUBJECT: KAYCAN PVC SIDING 1.0 EVALUATION SCOPE Compliance with the following codes: * 2006 International Building Gode�(IBC) * 2006 International Residential Cooree (I RC) * 1997 Uniform Building Code� (UBC) * BOW National Building Code/1999 (BNBC) * 1999 Standard Building Code� (SBC) Properties evaluated: • Exterior veneer • Wind resistance 2.0 USES Kaycan PVC Siding is used as an exterior veneer and as closure material on the underside of exterior roof eaves (soffits) . 3.0 DESCRIPTION Kaycan PVC Siding is horizontal and vertical lap siding and soffits manufactured from rigid polyvinyl chloride (PVC) confonming to the requirements ofASTM D 3679. The siding is used as an exterior wall covering over solid sheathing and as soffit. The siding has a plain- or wood -grain texture and is available in various colors with matching trim, comers, and starter strips. The panels are a minimum ofO.040 inch (1 mm) thick. Lengths range from 10 to 12,5 feet (3048 to 3810 mm). Panels are formed with an upper edge having nail slots and a lower edge that hooks into the upper edge ofthe lower course. The siding is produced in different profiles as described in Table I of this report. 4.0 INSTALLATION 4.1 General: Installation of the siding, including the panels, comers, starter strips , trim and other accessory items, shall be in accordance with the manufacturer's published installation instructions, the applicable code and this report. In the event of a conflict between the man ufacturees published installation instructions and this report, this report shall govern. A copy of the manufactumes published installation instructions shall be on the jobsite at all times during installation. Solid sheathing and a water -resistive bar-rior shall be provided behind the siding, as requined by the applicable code - The allowable wind loads are as noted in the prescriptive requirements of the applicable code. See Section 4.2 for applications in excess of the prescriptive requirements or where the applicable code does not provide prescriptive requirements. 4.2 Wind Resistace: Design wind pressures must be determined in accordance with Chapter 16 of the IBC, SBC, UBC or BNBC or Section 301.2.1.1 ofthe IRC. In areas where the basicwind speed (3- second gust do not exceed 100 mph (45 m1s) [80 miles per hour (36 mls) (fastest mile) under the JBCj, and the building height is less than or equal to 40 feet (12 192 mm.) in Exposure C areas, installation must comply with the prescriptive requirements of IBC Section 1405.13, BNBC Section 1406.3-3, SBC Secfton 1403.9 or UBC Section 1405, as applicable. In jurisdictions enforcing the IRC, installation much comply With the prescriptive requirements of IRC Section R703.4 for areas where the basic wind speed (3-second gust) is less than 110 mph (49 m1s) in Exposure B, and does not exceed 90 mph (40) m1s) in Exposure C or 85 mph (37 nVs) in Expcsure 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 ofthe prescriptive requirements, the Kay�n PVC Siding has an allowable negative wind load of 70 psf (3352 Pa) 144 lost (2107 Pa) under the UBC) when attached to a code -complying, minimum 3/,-inch-thick (10 mm), structural -rated OSB sheathing. The siding shall be attached with 1112-inch-long (38 mm), 31,-inch-diameter-head (10 mm), 'Icinch-diameter-shank (3 mm), corrosion-resistani roofing nails spaced 6 inches (152 mm) on center- The structural sheathing and framing to which the siding is attached are outside the scope of this report. ICC "E S Emi-h- Rp0,­mWN k­­,d­,­ i,,piwd, Vfi,,d,,g,, wl— a— it, 174—p-, w ,),��d­ ­d by 11,­Mn. C.pynght 912008 Page 1 of 2 71'7 84&374T Fax 717-846rO355 HR Engineering, Inc. 1418 E. Market St., Suite B York, PA 17403 22 January 20.09 Tcd Berman, P.R_,)Arriinis�r�uor, lotida Buildio� CQ6�. Contmission Ted,Beimari and Associates, LLC. 925 41S'Street, Suite, 104 Miarni Beach, Florida 33140 RE� Dear Mr, Berman - In ronformaricc with Rule QB-72,1 10, EA.C. `Cfiieria foi- Certification of I offer the following. I am a registered professional engineer it! rhe state Independence' I of Florida with license number 19354, 1 work in a Iwo person consulting siructural engineerirtg firro, "HR Engineering, lnc.% of which I arn [lie majority owner. In my work pett-�rriliri all I do riot bav,� nor w-ill I acquife, a finao6al interest in �ny company nianut actuniia-g or disnibuting products lor w1ricli the repo.,ts are being issued. In: rny -orR porforming in ev,,iiiwion, I do n(.)( have, nor wdl I acquire, a firtancial intoresi in any orftcr omif.y involved in the approval process of the, product. I trust that this is suffi6ent for the Florida Building Code Commission's requirements. If therc are ar,,X,,qi_;est�nns about this certifi,-auon of 'independence. or if anything additional is required, pleas�? advise Sincerely yours� HR Engineering, Inc. Attloo, N. Reeves, P.E. Chief Enzaneot A1NR:anr (,'c: A"ocisted �,!Rterials, TAX. 0901,0(7105 Installing soffit and fascia Installing fascia 1. Install an undersill Vim 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 1/4" for clearance. Cut panel to width. 3. Perforate the cut edge using snap -lock punch approximately every 8', ensuring the "tabs" face outward. 4. Hook the leg of the fascia 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 pare], leaving a 1112" tab to be inserted into overlapping panel. 2. Overlap 314" (half the distance of the notch). Capping fascia in. Fascia installation Otd, Fascia overlapping G40 lot ; 1W To make comer caps, cut a piece of vinyl fascia that is 5 112" 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 hand to fold fascia a seamer or metal straightedge piece along vertical centefine to make a right-angled corner. 4. Using a snap -lock punch, make . . . . . . . . . . tabs just below the top edge of the corner cap, making sure that tabs face outward, Install corner cap by locking the bottom over the existing F-channei and snapping the top Fascia capping edge into the undersill tri g_ KAYCAAf - ESR-1495 I Most WidelyAccepted and Trusted Page 2 of 2 Wind resistance of the soffit panels is outside the scope of 5.4 The siding is manufactured in Richford, Ve"orit, under this report . a quality control program with inspections by 5.0 CONDITIONS OF USE Architectural Testing Inc. (AA-676). The Kaycan PVC Siding described in this report CDonplies with, 6.0 EVIDENCE SUBMITTED or is a suitable alternative to what is specified in, those codes 6.1 Manufacturers published installation instructions. listed in Section 1.0 of this report. subject to the foflovring conditions 6.2 Data in accordance ith the ICC-ES EvaluaVion 5.1 The siding is limited to installations on buildings ofType Guideline for Vinyl Siding (AC37), dated October 20N. V-B (113C), Type 513 (BNBC), Type VI (SBC), and Type 6.3 Quality documentation in accordance with the V-N (UBC) construction, and to construction perrnitted Acceptance Cdteria for Quality Documentation (AC10). by the IRC, as applicable. 7.0 IDENTIFICATION 5.2 The exterior walls shall be braced or sheathed to resist The Ka an PVC Siding described in this report shall be yc racking loads with approved materials in accordance with of the applicab le code. identified by a stamp bearing the Kaycan Ltd. name and/or trademark, the product type, the statement "Confie"s to 5.3 The siding shall be installed only on exterior walls over ASTM spe,cification D 3679," the statement "Conforms to UBC solid sheathing capable of resisting design wind Standard 14-2", the name of the inspection agency pressures both positive and negative. The sheathing (Architectural Testing, Inc.), and the evaluation report number shall be covered Wth a water -resistive barrier, as (ESR-1495). required by the applicable code. TABLE 1—KAYCAN PVC SIDING MODEL PROFILE LENGTH B..rd & B.tt- Single 7 1-h V.rtW 101 - 0' DA Avand Double 4 inch Horizontal Dutch Lap 12'- 6" DA Marquis Double 4 inch Horizontal 12, - T D-S Contessa Double 5 inch Horl—tal 12'- 0" D-5 Elega-e Dcuble 5 inch Horl—tal D.tch L.p 12'- 0" D-5 Verti�l D-ble 5 inch Verfi�l 101-01 Le�iston Double 4.5 inch Hori—tal 12'- 0" N—pod Single 6% inch Horizontal 10'_01 Oce.o P.rk B—I Double 4.5 inch Horizontal 12'- 0' 0�an Perk Co— Double 4.5 inch Horizontal 12'- 0" Platinum Series D-4 Double 4 inch Horizontal 12'- 6' Platinum Sedes DA Dutch Lap Oouble 4 inch Horizontal Dutch Lap 12'- 6" Platinum Series T-3 Triple 3 inch Horizontal 12'- 0' P­ Double 4.5 inch Honzortal 12'- 0" St.'. Double 4.5 Ho,inrtal 12'- 0" T-3 Classic Triple 3 inch Horizontal Dutch Lap 12'- W T-3 Horizontal Triple 3 inch Horizontal 12'- W Vented 8" Double 4 inch Perforated Soffit 12 - 0" Vented 10" Double 5 inch Perforated Soffit 12'- 0" Solid 1 D" Double 5 inch Solid Soffit 11._ "I Center Vented 12"llsolid 12" Triple 4 inch Partially Perforated Soffit 12'- 6" Vented 16" Quadruple 4 inch Perforated Soffit 12'- o' S.fid 16' Quadmple 4 inch Solid Soffit 12'� ICC EVALUATION SERVICE. INC. Evaluatt 4 Infono w Protect L. Apl. l3.t.­fR.0 ... I Offi.. - 5360 W,,rk— Mill Nd . whiaw,. CA 90601 (562) 699-0543 ph,- - (562) 693,4694 f.. Certification of Independence for Evaluation [CC 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, noritAll acquire, a financial interest in any other entity involved in the approval process of the product. ;O/k 1fW_1 *n Nos -President ICC Evaluation Service, Inc. 8­­h— Allb— S52 U - (20) 5. 9800 09DCO.. M. "A' , - "' " " — " , 6" , ` "' , , , " offi.. - 401 W., Fl.,­ R-J. C­­ Ci.b K1111, "". �47S - (7081 7W.1305 27 -1--a CD a) C_ Cn > 2 0- = 0 Cn CD 0 0 0. M -2 Cn -0 C1> 0 0 1r.- M 0 > -0 E w 2 M m - 102 . = 4SIO U) CL < Z Z W =I C/) 0 C/) 06 W% C/) E =3 4­0 CD CD cla U) > C113 0 L_ 2 0 =3 W CU 0 LU Z Z CL J^\ T ___F__ __ T I_T_ — __ I I F SHEET NO. PA 1.0i _ , � I .... � � 1 , - � I - "a =W_ . . miummCNIMMM-122742a = � B­ L rogs, � J�Regltltln ' & & I ­T,P� � SIbIlIsculsi ! SaIdI&I'lle, I PINdIall, I 'i ABC stIff ' attas abe Map i In- 1 seash � . � I � 11 USER: PuN, J­ (0 Product Approval ­d., _.-a ho'a , E - r, ­­­­' - ,obin, , Izzi ." , .priontam -.111 ELL # F 6184-RI Application Type Revision Cod Version 2Oo7 Apph-that Status Approved comments Archived pir Product M a nufacturer Piastpro Inc. / Nanys Plastics Corp. Addr.es/Ph d-i I 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (44 It) 969-9773 E t 16 r�nl,onnell@pla�tproinc.com Authorized Signature Ron O'Cormel r-con PE, C)plastproinc.com Tech B iqzI Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category E terlor Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Eva I thation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer , Evaluation Report - Hardcopy Received 7 Flo rida Engineer or Architect Name who developed Lyndon F. Schmidt the Evaluation Report Florida License PE-43409 Qu a A'SL= Ent Ity National Accreditation and Management Institute z�'Isy Qu Ity Assu re a Contract Expiration Date 12/31/2012 Validated By Ryan J. King, P.E. _ VR Validation Checklist - Harccopy Received Certificate of Independence FI_618� R1 Cot CERT OF INDEPENDENCE.odf Referenced Standard and Year (of Standard) Standard Year 101 2 1997 I 0 1,/:�,S�2/11AFS 2002 ASTM E1886/EI996 2002 ASTIM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Data Submitted 10/03/200B D nine Via lidated 10/06/2008 Date Pending FBC Approval 10/19/200B Date Approved 1211012008 Summary of Products FL # - I Model, Number ., Name Description - I 6184.1 � .. Distinction Series 1, 1. T. . 15R opaque Single (X) Drawing ., .wil � Fiberglass Door Limits of Use Installation Instructions in HVII No Approved for u FL6184 R1 11 INST6181_Jh_pdf A ved fa outside Il Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Pill r .:: Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6184.1 for DESIgn Pressure Ratings, any FL6184 RI AE EVAL 6184.1.pd additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. I . - - - - - -_ - - - - -_ ____ - - - - - - - 11 61 . 34Y - - - - b Distinction series Up to 3'O X 6'8 Opaque Fiberglass Single Door with Sidellt, -_ - - - - - __ --- - - - (XO or OX) The Sidalits, GI-ing Installed Utilizing the Snap I Frari - Limits of Use rnstallation Instructions Approved for use in I -I I FL6184 RI 11 INST 6184.2.pdf " Approv d for use outside ki Yes Verified BY: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes 7" D ign Pressure; BRA Evaluation Reports Other: See INST 5184.2 for Design Pressure Ratings, any F L6184 I AE EVAL6184.2.pd additional use limitations, installation instructions and Cres led by Independ Ent Third Party: Yes product particulars. (-sSee General Note 3 sheet I of Drawing No. FL-6184.2 regarding sidelite protection-) --Ja. Distinction Series Up 1. I'D . 1, IS .P .... 1b.Oghluss Single Door voth Bidet It. (XC or OX, The Fidelite Glazing Installed Utilizing the Lip Lite Screw ". me. - - -_ Limits .fU - Installation Instruction. Approved for use in HVHZ: N a `16184 RI 11 INST6184.3.pd Approved r use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 ImPtIct Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Report. Other: See INS7 6184.3 for Design Pressure Ratings, a " FL6184 I AE EVAL6184 3 ..of additional use limitations, installation instructions and Created by I ndepend ant Third Party: Yes prod u dt pa Fit cu I and. (* � See Gain era I IN ote 3 Sh act I of Drawing No. FL-6184.3 regarding sideline protedtiaur­) 1 6184.4 1. Dedinuldtill Series LIP 1. I'D x 6 . I .Pac.. FcargI.- Single Door witin Bidet him (OXO) The Sidefite Glazing Installed Utilizing the � Snap Frame. Limits of U e Installation Instructions pproved for u:: in HVII IN FL6184 R1_ 11 INST 6184,4.pdf Approved fe, ru outside ll Yes Verified By: Lyndon F. Schmidt, P,E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Repents, Other: See INST 6184.4 for D-19. Pressure Ratings, any FL6184 R_1 AS EVAL6184.4_.�df . additional use limitations, installation Instructions and Created by Independent Third Party: Yes I .' product particulars. ( -See General Note 3 sheet I of Drawing No. FL-6184.4 regarding sideline protection-) i I 61.4.5 e. Distinction Series Lip to 3-0 X 6-8 Opaque Fiberglass Single Door with � 1 Sidelites (OXO) Th. Sud.11t. GI-ing Installed Utilizing the - Lip Lite Screw Frame. Limits of Use 1. Approved for uze in ll IN 4.5.pd pprenned fo r It outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 'rropsi Resistant: Yet Created by Independent Third Party: Yes Design Pressure; I Evaluation Reports 0 her: See INST 5lS4_S for Design Pressure Ratings, any FL6184 R1 AS EVAL 6184.5.pdf additional Use limitations, installation instructi- and Created by Independent Third Party: Yes product particulars. (**See General Not. 3 sheet I of Drawing No. FL-6184.5 regarding sidelifte protection**) -11 �,I. Distinction S.1i.s Up to 1'. . 5'iEi opaque Double (XX) Inewing or Outawfing Fiberglass Door - Limits .f U a Installation 1-trucNor's Approved for use in HVHZ: No F-L61-84 RI 11 INST 6184.6.pAf Approved for use outside HVII Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: SEE INST 6184.6 for Design Pressure Ratings, any AE EVAL 6184.5.pdf I additional use limitations, unstellation instructions and - _­­ I independent Third Party: Yes product particular,. I � 6184.7 Distinction Seres , UP to 6,0 x 6.8 Opaque Fiberglass Double Door with Socialites (OXXO) The Sidelite Glazing 1, Stalled Utilizing the .. .. ... �.. - . __ .1 _ _ _ - - - - - Snap Frame. ____ - - __ - - ...... ... ____ , __ ,- __ ____ - - - - Limits of U o Inettalla fion Instructicars, P pprovad for u:: in HVIII No FL6184 R1 11 TNIST 6184.7.pd pp,.vad In r . outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: YES Created by Independent Third Party: Yes Deatig. Pressure: N/A Evaluation Report. Other: See INST 51134.7 for Design Pressure Ratings, any ILI In RI _ 6tI84.1.Pq1 _ _ _ _ _ acl 0 nal use limitations, installation instruction, Rod ,,A,E,,E,VA En.a , ;�,L_ an Third Party: Yes product parlitculars. (-'Sea General Note 3 sheet 1 of Drawing No. FL-6184.7 regarding sidelite protection") _ ___ - - - - - - - - - - - - - - - - - - - - 6184.8 h. Distinction Series - -_ - --------- ______ - - - - - - __ - Lip to 6'0 x I Opaque Fiberglass Double Door with I Side It-` (OXXO) The SIdelite Glazing Installed Utllls�dg the Lip Lute Screw Frame. - Limits of U a --- - Imstallatitm Instraucti ... Appi For ... in HVHZ: N FL6184 R1 11 INST 6184.8.pd Appir ... of for ... cadi HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resi:tant: Yes Created o y I n de pan III ant Th irl Pa ty: Yes D ign Pre. ne: N /A Evaltarti . Reports O= See INST 6184.8 fe Design Pressure Ratio ge, R r `Y _; I AdEFEVAL 6"4.'.1' R� additional use inditaticurs, installation instructions and In no ant Third Party: Yes product particulars. r'S.a Gararsl Note 3 sheet I of Drawing No. FL-6164.8 regarding aldelite protactlonli) -----,--.----- _____ [R-od --e--I ods-ot,onan peonarboartt .fq­o�, Afkars Slams, ca'ary cede, Imnt sbad,o� ; � �� 11 I— mom � BUIS u.nne � Lam In I J­ Rendretian , . I � � H,tT.p,,o t Submit Sar,lrah,o � stata & L,­ I Plaulariona � FK Staff � ECIS Site Me, �1 Links 1 Seenol 1 1 1 1 Product Approval ow 11 USER P,,bl. J,or Prod- coaro­1 M-u , Irrd �1 �, ,,,­ss 1111on selco, I �, -1-11 Lot I Apreerina del FIL # FL8838-RI Application Type Be ,S,.n Ed de Version 20 7 Application Status Approved Comments Archival R Produ " Manufacturer Therms-Tru Corporation Addrase/Phorde/Ennall I 18 Industrial Drive Edgerton, OH 43517 (419) 298-1 40 sgaspersonvDirttedifirrologies.us Authorized Signature Steve Isaperson sJaSper_Edn@tttechnoIoga,uA Technical Representative Address,/Phone/Email Quality Assurance Representative Addr../Pfore/Ennail Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Eva I u all q In Repo It from a F Id rid, ; ag I 0 a red Arch I tact is r a Ll can sad Florida Professional Engineer , Evaluation Report - Harccopy Received 7 Florida Engineer or Architect Name who developed Wendell W. Haney the Evaluation Report Florida Lcanse PE-54158 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2011 Validated By L.F. Schmidt, RUE. Z Validation Checklist - Nardi Received Certificate of Independence FL8838 RI CON CIERT OF INDEPENDENCE.pd Referenced Standard and Year (ofStandard) Standard Year Accepted Engineering Practice 2007 ASTM E13CO 2002 ASTM E1300 2004 TAS 202 1994 Eq-Nva lance of Product She I cards Certified By Section, from the Cod. Product Approval Method Method 1 Option D Data Submitted 06/24/2008 Date Validated 07/12/2008 Date Pending FBC Approval 07/18/2008 Date Approved 09/15/2008 . Summary of Products - Fill # Model, Number or Name D ... riptichn 8838.1 a. , riberClassic" / "SmoothStar" Outswing Insulated Opaque Fiberglass Doors with and without Sideliftes - (X, XO or OX, OXO, XX and OXXO conlIgurations up to 6'8 In height) Limits of U e .Installation Instructions Approved for u:: in HVII -a FL8838 Pi 11 INST8S38.1cal 1 Approved for u outside HYII Yes Verified By: Wendell W. Haney, I 54158 Impact Resistant: No created by Independent Third Party: Yes Desig " Pressure: N/A Evaluaticin Reports Other See INST 8838.1 for Design Pressure any 11:113B R1 All : R'th""' E=.01-DI.Ifid on I additional use limitations, installati ifialr.ct one and E .I.Ddf " ." , 4 product particulars. (Note - ASTM E1300-02 utilized for Created by Independent Third Party: Yes Eres,s inside the HVHZ) 8838.2 i b. "FiberC[aseld" / "SmoothStar" Inewing Insulated Opaque Fiberglass Doors with and : without Scelites - (X, XO or OX, OXC, XX and OXXO configurations up to 6'8 in height) __ Limit. f Us. Installation Imintruitthan"' Approved for .:: in li Yes FL8638 Rl 11 INST 8838.2.Pdf Approved In I. . outside HVII Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party; Yes Design Pressure: N/A Evaluation Rep"i Other: See INST 6838.2 for Design Pressure Ratings, any FLSB36 RI AS EQ-ES4-00-04.pd additional use limitations, installation instructions and FL8836 RI AS EVAL 8838.2.pd product ps itculars. (Note - ASTM E1300-02 utilized for Created by Independent Third Party: Yes a rea B Inside the Hl 8835.3 ,.lIFIl ..Iswing Insulated Opaque Fiberglass ...ra witl and wittrout Sidertes - (X, XO or OX, OXO, XX and OXXQ � configurations up to 8'0 in height) Limits of Use Installation Instructions Approved for u:e in HVII Yes FL8838 RI H INST 8838.3ccl Approved for . a outside HVII Yes Verified By: Wendell W. Haney, I 54158 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Rep. - Other: See INST 8838.3 for Design Pressure Rating,, any FL3835 R1 AS EQ-E84-0D-04.pdf additional use ]Imitations, installation instructions and FL8838 R1 AF EVAL 8838.3.pd product particulars. (Note - ASCEM F1300-02 utilized for Created by Independent Third Party: Yes areas inside the I __ - I Flifial-Classic" / "SmoothStar" Inswing Insulated opaque Fiberglass Doors with and without Sidelftes - (X, XO or OX, OXO, XX and OXXO de thiligurati-E up to 8 0 In height) ___ -_ Limits of Use Installation Instructions in HVII Approved for to as FL8838 RI It INST 883L.4.pdf Ph i .:: Ap oved In outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No C ... bad by Independent Third Party; Yes D ign Pressure: N/A Evaluation Reports 0=: See INST 8838.4 for Design Pressure Ratings, any FL8838 R1 _�LF 5_Q-EM 00-04 of � additional use limitations, Installation instructions and FL8838 RI AS _EVAL 8838.4.pd product particulars. (Note - ASTM E1300-02 utilized for Created by Independent Third Party: Yes - areas Inside the Fl - 1--ill Nidd I - , " oi� mm_ � 13 KIS He,, � cag I, I use, Red- 1 11otT.I. r � 1 ' subhut suMil- ' _ , ._ � ecio,oato'o t . r red ... r .. Blue Be, � one, � searlh ' ; � F Z � *[Producl Approval , USER %N,, U ... _ jurconotAnio- - , P, duot or Apai- - , Ati pot I Amploatill Remit FIL # FL12441 Application Type New Cod. Version 2007 Application Status Approved Comments Archived r, Product Manufacturer Therms-Trat Corporation Address/Phome/Entrall 118 Industrial Drive Edgerton, OR 43517 (419) 298-1740 Vsperson,totiltedifirologice.us Authorized Signature Vvien Wright rickw@�bidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sva n gi ng Exterior Door Assembi as Compliance Method Eval - ation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W Evaluation Report - Hainficapy, Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Ey.I.Eti., Report Florida License PE-43409 III A::ur,,n:e Entity National Accreditation and Management Institute Qua y A u ra a Contract Expiration Date 12/31/2011 Validated By Ryan J. King, P.E. ,g Validation Checklist - Hardcopy Received Certificate of Independence FL12441 RD COI CER77FICATE OF INDEPENDENCE.pdlf Referenced Standard and Year (of Standard) Standard Year 102 /1.5.2 1997 TAB 202 1994 Eq Valence of Product Standards Certified By Sections from the Code 11 I'll I . - - _X ii -a ml I- .. .­ -­ ­ -_ am== .— ____ . rA=1_____M_1_V_0;­.�1 . I I NCISH­ � I-ora, I U-seto,tv, :� ha­p� I S,boat-hi,iose : st-&-to �, O­ i -Staff L BdHasdoui ' L­ � See- i I . . � cluct Approval I'#.P.ER Put,, Air -op­va_IJ-1Pa;J11�1oi­A _­1­1­11A,n,cIi0uTdft1.PPMoa1.nd­� FIL # FL5675-RZ Appli cation Type Revision Cqd.V rSlcn 20 7 Application status Approved comment' Arch Not! FT Product Manufacturer Clopary Building Products Company Address/phome/Emal I 8585 Duke Blyd- M Eson,OH 45040 (52 70-6062 �lesterfield@clopay.com Authorized Signature Sc ad Hamilton BhBmilt.n@,IRpay,-. Technical Representative Addreas/Phore/Emall Quality Assurance Representative Addiess/Phone/Emall Category E xterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Eval u stlan Report from a Florida Registered Architect or a Licensed Florida Professional Engineer RZ, Evaluation Report - Harccopy Received Flo rda Engineer or Architect Name who devefioped Scott Hamilton the Evaluation Report Florida U-na. PE-63286 Quality Assurance Entity Intertelk Testing Services NA Inc.- ETIL/Wernock Hersey Quality Assurance Contract Expiration Date 05/21/2028 Validated By Gary Pfil E, Validation Checklist - Hardoopy Received Certificate of Independence FL5675 R2 Cot Certification of Independence of Validation Entity - Gary PfUEhIar.pd FL5675 R2-COI Statement on Independence of Evaluation Entity- ScottHamilton,pd Referenced Standard and Year (of Standard) Standard �asiff ANSI/DASMA 108 2002 AST E330 2002 TA 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 0710112009 O:be Validated 07/02/2009 D a Pending FEC Approval 0710912009 Data Approved 08/11/2009 5675.24 � 014 WI-01 PAl 14A, 114, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 73, 75, 1500, 190, 76, 76V, 4RST WINDCODF(D W5 Garage Door 4RSF, SRST, 6RSF. 2l 48, 42, ------------ - 155,48B,42B,55S I - Limit, of Use Approved for use in HVII No i Installation I­dId­ ... � L5675 112-11-1-02110-k-II.Sdif Approved for use outside HVHZ: Yes I Verified By: Mark Westerfield FIL PE 48495 do and esis an : 1. . Design Preenturan +30 PSF/-32 ESE Evaluation Reports 0 'L" their: All OPTIONAL glazings available for this product � 15 112 AS C.": 081027-A.cdf meet the wi no [.ad requirements of the F EIC. Two types of Created by Independent Third Party: No opt. gl-, R g are a -Halle: (1) Opt. Injection Molded Lexam Frame . Che aling that DOES meet the Large Missile Impact & Cyclic Pressure I allotments for Wind-borne Debris I Regions (W DR) or (2) Opt. Frame & Glazing that DOES N07 meet the impact resistant requirement for WEIR - "' I product w/o glazing DOES comply with the impact resistant I requirement for WBDIR (ref 1609.1.4 FBC). I I - 5675.25 'AN-2FI53; 84A, 94, Steel Pan (min. 25 ga.) Doulti (9'2" to 16'0" wide) ) , 190, 76, 76V, 4RST, WINDCODE(D WS Garage Door GRSF, 2RST, 48, 42, � 3, 55S Limits of Use Installation Instructi.ins Approved for us: in FIVII No Rd, I 1 ocif Approved In ,us outside HVII Yes Verified By: Mark W.Aterflield FILL RE 48495 Impact Resistant: N/A Created by Independent Third Party: No Design Pressured: +30 PSF/-30 PSF Eveduaticn. Reports, Other: AR OPTIONAL glazings available for this product ELSE di CBPC 081 _A�Rof meet the wind load requirements of the FBC. Two types of Cre ndependent Th��Party. No Opt. glazing are available: (1) Opt. Injection Molded Lexam Frame & Glazing that DOES meet the Large Missile Impact & Cyclic Pressure requirements for Wind-borne Debris Regions (WEDR) or (2) Opt. Frame & Glazing that DOES NOTTEet the impact resistant requirement for WBDR. The product w/o glazing DOES comply with the impact resistant requirement for WBDR (ref 1609.1.4 FBC). - 1 5675.51 1 III WI-111 RAN-21`111: 73, 11, Steel Is, (min. 25 ga.) Single -Car Cup to TO" wide) 84A, 94, 42, 48, 42B, 48B, 4RST WINDCODE0 W6 Garage Door with Optional Impact- 6RST Resistant Lites Limits of Use Insitalla ion Instructions sv got Approved for use in HVII No FL5675 R2 11 101348-A-R lt�2.p Approved for use outside HVIHI Yes Verified By: Mark Westerfield F E 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-42 I Evaluation Reports Other: Solid doors (no glazing) or doors with optional � L�675 R2 AS CBPC OlIl -ACpdI Co. I t rrd�pa I. Impact -resistant glazing are impact -resistant (large missile ated by ndepard.in rty: No impact). 5675.52 11 153 73' 75' Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) l2B, 48B, 4RST, WHNDCODE� W6 Garage Door � Limits of Use Installation Instructions Approved for u:: in HVHZ: IN FL5675 R2 11 101348-B-RevI2.Pd Approved for to outside HVII Yes Verified By: Mark Westerfield FILL RE 48495 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSIF Evaluation Reports Other: The glazing available for this product meets the FL5675 I AE CBPC _081027-A.l Wind load requirements of the building code but DOES NOT Created by Independent Third Party: No meet the impact resistant requirement for windborre debris regions. _ :��__ - - - - - __ 5675.53 1053 W6-16 PAN-2F153: 73, 75, Steel Pan (min. 25 ga.) Double -Car (92" to 16'2" wid.) 184A, 94, 42, 48, 42B, 48B, 4RST, WINDCODIE:ID W6 Garage Door with OptionEl Impact - Resistant Lit. ..._ _ _ _ _ _ _ __ _ J 6RST _ _ _ _ __ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ __ _ _ _ Limits of U e Installation Instructions Approved for u:: in fil I FL5675 R2 11 101539-A-RevIO-Short.pdf Approved for I outside Irl Yes Verified By: Mark Westerfield ELL PE 48495 Impact Rest tant: Yes Created by Independent Third Party: No Design Pretuours: +37 I PSF Evaluation Reports Other: Solid doors (no glazing) or doors with optional FL5675 RZ AS CBPC 090630-A.Dd Imp ct-reclatant glazing are Impact-raBistart (large missile Created by Independent Third Party: No imp:,t). - 5675.54 � PAN-2F153: 73, 75, Steel Pan (min. 25 ga.) Double -Car (92" to 16'2" wide) 111 2, 48, 42B, 4BB, 4RST, WIINQCCDE0 W6 Garage Door Limits of U e Installation Instructions Approved for use in HVII No FL5675 R2 11 101539-B-RevIO-Short.pd Approved for use outside HVII Yes Verified By! Mark Westerfield ELL RE 48495 Impact Resistant: No Created by Independent Third Party: No Design Pressure: A 37 PSF/-41 PSIF Evaluation Reports Oti- The glazing available for this product meets the FL5675 R2 AE CBPC 0906W� �.df wind load requirements ofthe building Code but DOES NOT Created by Independent Third Party: No meet the i hipact resistant requirement for windborne debris regions. Product Approval Method Method I Option D D he Submitted 04/17/2009 D: he V.Iid.t.d 07/08/2009 Date Pending FEC Approval 07/15/2009 Date Approved 08/11/2009 Summary of Products � I # M.de1,Numb- r Name Description ____ 12441.1 - _____________ ------- a- "Hiber-Clue,th,", "Son-tti T1 1 6'1 Opaque Fiberglass 5 mil Door will Trans,, "C ­1 "Craft" or "ClanashcCraft (O/X) - Inswing or Ourtswing � Rusiand Series Limits of Use Installation Instructions Approved for use in HVHZ: No FL� Z4A1_RO_II__INSi 224�1.1.pdf Approved for use outside Hi Yes Verified By: Lyndon F. Schmidt, I 43409 Impact Resistant: No Created by Independent Third Party: Yes Design P-.-: N/A Evaluartican Reports Other: See IMST 12441.1 for Design Pressure Ratings, FL12441 IRS AD EVAL i2441.1.pdf any add it! onal use I imitations, installation instructions and Created by Independent Third Party: Yes prod Lid particulars. 1 12441.2 1. "Fliter-C11111d", "SmacitifiSla , �', 3'0 x 6'8 Opaque FiberglassSingle Door with Sidelltes and "ClassidCraft" or 'Cl saac(Craft Transom (O/OXO) - Inswing or Outawing � Rustic" Series Installation Instructions -1 in ll Me FL12441 RO 11 INST_i2441.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E,43409 Impact Real tant: No Created by Independent Third PS ray Yet Design P-..-: N/A Evaltaill on Reports other: See INST 12441.2 for Design Pressure Ratings, FL1244 RO AE EVAL 12441.2.pd any additional use limitations, installation instructions and Created BY Independent Third Party: Yes product particulars. -i----- -- 'a -, ft t_, @ " i'��,. i � 'i 2 I, � i ­h­ � .,,o, ­­.guanos, , ­ _oo, � oJon-cr.". , 51.1 A ­11 ,­­­ 'e's- , ­aosa..� � ad,, � e-,,h 46 Product Approval USER: P,bl.c -, , �L­kk,_ I �­ I �­ �­ � _��h I s I ".1i -all FL # - 13199 ApplIlliall, Type "' Cod 8 Version 11.1 Applin Nunn S-atus 6 pproveJ Cc, , an I, Ar,hi,.d Produ cr man ufactil-Dr -Bral AlUm ill. company Addr ... /Ph ... ;L , s, I ICCL � C-Ly R Carrot too 7X 7,10a6 �972) 2L2-5271 E�t 207 van parecasaga,IX ccrin ,uth,rzad Sign-- [,a Paredes 'e,p" 2­<i 'Ll" T. Uh hi -I R.Frassr-afi­ [van Paredes A1dr.­/Ph.,c/Em.iI 1COI W, Cr,sLy RD -arrol tcn TX 7503 . var.paracsi a cis, I- Q..uity Ais,irar­ lt.pirss.,A�ti­ Tod Fortba.1, Addres5/Phone/EmaiJ 1C01 W. Cr:sty RD -arrol tcn TX 75056 t.,­­Ib­�bl �­ Category ov ndows SL1bc,teq,rV =ix.-,i Curiph"i-C 11,1,11i'd -,,I,,Liu,, PFp,i L Fin, a Fl,rid,R�yi, ,,.d ,rd,iL,,[ or a bolulld �Iorihda Prateesional Engine r 1 E­I.atior Report crdcalp� Rcc,ivoc Fl I ,ida Eng near or Architect Name who d3vel:ped -Lis Roberto Lomas I. EvElo.t., R,port T Oruda Line- �E-L25 I't C':l'Ity ":'i'l-ce Entity "t-ol A,u,di-,ti,n ,,d M­g,,ont in,htl Q, I y .4, a B Con ii E� p ration Date 12/31,12DI 1 Volidet.al By Era- M. Ll PE Validation C,.okl,,t laro-py R­i,ad Certificate ofIndependence ... ­ L - - - , 1, I , __ , ;� P�= - a ,I: 1�� ____ ____�� P It to r,b on d 9 t on do rd o b d Vo s, (o f I t,Nn d or d) Stion d i Year A AMA/WDNA/CSA 10-/].S 2/1440-05 200S ,--- Ar, vI - - i a ,". ,� " " R4 Se I - - s" u.m. , �,Ib U­ 1,1,­ ri 101, � a,B- ­­­ , 't., ­­ " 1AMMIM&M dratoo- I ­ ell ' an. e n. .., � .al ' ,-,,I , *1Produ I Approval ­1 usail Pods Joe PuLLI-1- cI,�­ I E��_ I _�­_�� , Anolidal -all ELL # - 12274 Apph-ladi, Type N" Cod. V. ,,an I'll, A P us P Inc in n S­ Approved �. " , ' ts Archiv.d I Product manufacturer oeri AlUnhol-rd company Addr.cs/Ph.ri 1C01 . Cr-Ly P.d. C arro I too TX 7 '016 , �972) 2-2-5271 Ext 207 van parRupsolicant-orn A,th,r,,,d s;usin- I P red., can pe, mc.,0g.,tr­n1 Technical RoBipreserratise [van Paredes Addr­/Ph.n.jEm sil 1COL W. Crosby r :arr I tcn TX 75036 van paraceseqaCtS ccm C,,,Iity Ais,rarca qapr­rt�stiva Tied sorLib-i, AddreYs/Phone/Erail 1COIL W. Crcelby RD -arrol Inn. TX 75D56 ,,h.,cr,b,ckd1yzitx �,m Category Exterior Doors Sulb,�tdIl F1 hung 6-.r., Door de-en- C'moho-S NiFlhrd Car UF,-L,.r, M.,k , L,,U,,A Certification AqercV 4nerican Architecture[ Manufactiners Association Yalidatad By 3bals" M U I tin, RE Validscion C ,eckli3t - H �, oc,py R­i,edl Referenced Standard and Year (of Standard) Standard Year AAMA/ViDMAJCDA 10-/].S 2/A440 C5 2005 Equivalfros of Pi adult Standards Certified By Eq valarce of Pi ,di 5tairdai d, Product Approval MaUhCJ AdthoJ I Option A Uertified oy Data Sub,itizal 3'104!2DCg Sections -,a, the Cod. __ - - Date Validated 03�04/2009 t .1, Product App ... sl Method Method I Option D D. i Pending CDC Api 03�0_ 009 Data Approved 04107/2009 Data submitted 10(30/2009 Data Validated 10130/2009 Summary. -flPro-duclim ,,,,, _ . ...... .... . ,, ,, -_ Date Pending FBC Approval 11108/2009 1 - - :.�::_:: ... :::::::: ________ - - - . . . .......... ............ .. ... ....... ... ... ...... .. .. .. .... , 11 � Data qppri 12fO9/2009 . Nuclei, Number or MS.. Description - : I Series 420 Aluminum SGD XX and X0 (Firl.ae) 9E" . 30" Single Glass . I � and Insti Tempered Par Msurchaltiona"S installation ­ of Prorda.t. �­`_`­ - ou,tin-ol I I . I . I � - - . .... � ..... � .. .. � ... .. .. .. _ __ .. . ... . .. ... ..... . . ............. ... . - ­1 I ... ­­... I ... . ­-... . .. ... ­­­­ - , � ­ ., " """', ­­­ -111,11, ..... .­.". ­­­­ 11 - I I ; ril . Series ISSDi AIL - IrLM I (Flange) 60" x Go " `­ listed Annealed 3 . 1 Limits of Use Carth'i ation Agency Certificate I 1 3116". Per Manufacturer's installation instructions c ­ .. cri ff . " C ,'_­ r' I.- ___ i App-ol am HVHZ: No " I. I �,�*, RC-1 _�, 5 A, 4y!) � , If, ri 1� ittli p __ - .... I- - . ..... - - 1. __ _ _(,� _­ ,C . i Limit. of Us. Instal latlon Imstructions, � Ap ,-ad for ,:, outside "Vi Yes Quality Assurance Contract Expiration Delta I I Mpact Resistant; No 06130120i2 I Approv, d for use in HVII No n �­,_,__ 11_1'Ll �11�_2_516,1 F­I�_:, ell I I I Approved f ..... .. I HVl Yes F '.�'9. R'U 11 ,�l ,i3-C.5' 7A nec.,­ Iorf I Design P ..... Ion; ­h4Ui Installation Instructions . D � . Impact R..i:t.B ; No Vended By: Luis R Lomas, P.E. 62514 their: Sea attached d,­nBqs for the no,tallah.un �,�;,"'11,21111 R3 it 1, � � L'U'L z1a , _vd..­ I I . I I I Design Pre. _ ,40�-40 Created Ity1fid.p.rd-t-Thwal Party: YES � relin"sti-, product p,,I*,,,,,E, linate/DPand othat Velified by: Luis R. Le-, ?.E 62514 1 � I 1 C ; Other; $.a attached drawings for the metalled- Evaluat on Reports I -its of Use rai by Independent Third Part'? � Yes I I I - o - - I Eyslijaition R. sartis I . I NA,u,t or, product performance. limits/DP and other �__�_O_R� pE 0-- 5!--,] 7-2 Fel el _550 1570 �60 � P . I b� ty: I I I , I dri of use LLLLB�4shn,_ ag-, I _ Created Indepa,dent-Rhurd Pa. I I Created hy Independent Third R.my Yes � I I _________,____ --- - --.--- ___ --,.-- __ __ I - . - . - Single Glass I I . 13199.4 1 Series 1900i Alu " rom PW (Fin) 60" x 60" Insulated Annealed 3�16". sLall.twin � . I . Par I . I . I I ManifiEcture's installation instructions, . instructions. . . I------.-.- -------,- : - - - - - __ ___ - __ __ ­­11­11 111.1 "I'll ­ - I __ - - I � I 11--l".. . � Lirn It. of Us. Certification Apherinty C-tiffiti . Limit. of Us. Instal lertle. Instructions Approved for use in HVII No -, � ", - I I Ap roved for ,,, nut,ida RV147: Yes - 1 1 P L ­_ � r, � ­Q__1­ - -1 ,�E_ in i I I Impact Resistant; No 0eJ3a/ZaT I Indirmart, Resivartaint: No el ified Dy : Lail R Lomas, PAE, 62514 1 1 Design Pressure: +40/-40 ne.ned hy Independent Third party: Yes Design Pressure: +40i Installation, lost ... tims. � " . . ; Other; $as attached drawings for the lnhatall�tiqro E val uatio n Report. Oth­,SEE attached drawings for the hinsfallarrido Fi­1­:t211._R1_H_t%, nt_913oox , D _n , L � o___my2'B;u I � 1 1 instructions. product performance. linnint/DiP and other -1 � 3 - ­ R�D AD 01 cl­82­2 Soc,,_L!00 ,O 60 . natruct i product performance, lindil and other Verified By: Luis R. Lomas, PAE 62514 121__L__x 1 hinunts of Use fL1 I --,. ­ U." do, I Frits of Use Created by I ruderandent-Uh, I ParIS: Yls I - -1 i . I Created hy Independent Third Part, Yes i Evaluation Reports ! I ",//,A-ww,fcd(Jabiildng.org�pt/rT app cft1.aspx?paranr-iv-0, . Eh,1XQQ,mE -111, ... ­11- - I � - �"...., __ - - - _­ Created by independent Third Part, - . 12274,5 . . $a, !as 4�O Alurnirturn SGD XXX (Finial 143" � SO` Single Glass and � . . Insulated Tempered. Par ma"f.""Er's Installation . . instructions. , , . I . 11 _11 i omit Is, ,_ .11 41 I - - ---- __ - ___ _______________________ ---------- , __ _ --------- I - I � Limits Of us. Certification Agency Certificate - -% - - - Q � C - D - Sales 430 ',�X�: - 43 1 Q--' - . � Approved for use in HVHZ. No �Ll, 2 7. P ... Lf.- I , ­ - _11; I ; w, , . , I I Approved Ire Use outside hi Yes . C.,,� , I I 'No , I N 50- , sm ", , MEM - I - , ­­1 I A� - ,� 1i 1- N=AM* 11A, =1=143 I i 2=3 1 ol ..-. � ., an .,.r 1,11,on., 1,10­ � a,L­­1.r,e , s1­­ � ­­­ � ­­ i a'seso.n. uno, , tee" � Impact Resistant: PI. ; Quality As,,r .... Contract E,pi,,U,, Date I Design Pressure: -4D,r­4.- I I C7/02,1�'C 12 1 ­m Oth­ �­ attached di to- th : noto ation ; In.taillipithan Instructions ' I ; ­421. - ­ -2 ;) _ � ' _ - --h.- ,'. J �1, , r . 11': ­­_ ­ ,&­ 'Potchuet Approval ,t,,,-, ,,,, ,--:-b,,:t p--, ­ n-i 1, ,rta/� P , d �. a I _ - . �. � -1 z ; i I - __ - - . -111, � - I . . _Si� _ . -d 5, =d Z_ Lomas, P,E. 6. "#I Varifi . � �­m I. ,, _ �,Lnsaltl PWr J,or of CE. . ,__ V ; �reat2d b/ independent third -arty: Yes I i rv.J.&HU. Rep. a Lrbobe_�A­,nM,,,� , abl,si �"11, ­'doi � 1,­­-, IoLvL I Avoliestled Itenall Created bc independent Third Dart, ­ - I I I ­­­­ --- I � :, �:�:�: ��. ��,�:J_� ��:,-�:: :�,�::�::::��:�::::::::�:::::�::������,�,, 11 -.11 ... ­___._...._..._......_._. . .... . - --- ­11 .... 11.1 ....... I ... - ....... .... ... . ........ .... ....... . ..... . ­111 --- I FL a -1-1,412 122746 ­ ­ 4­1F. Alii, ... rui- S('F) XXX �-unl­� 1 4-." , q6" -hi Cill­ r-d App,o.ti- Type Now FaGlar-c! T-er- Par M-nuftcutrar's instal --UoF Code version EC07 InSt"'birs. � Applin t,,o S at., ,endirq FBC Approval Limilt. of Us. C.Irtification Agency Certificate C.m ­nne Ap do ad for Use an hil R. _: � I I, ' �,_ ',�' , I 1�11_ ,�Q_ _�: __ ­1,ari.�'�_,'I�L.2 1�L­'.'L_­11_ P - , , Appro.ed to r _ cubside Irl Yc- ;� ��.� , , ... .. - Archi-d Impact Resistant: 1,10 Q..IityA.S.r .... Contract aspirant- Data Design Pressure; -43/-4_1 C7,Oi 12 Product man cractirsir �Eri Alumi- Company ,Other: Sze sUddied drdw y, to I, 1-a ,h­ Iravidtilatilart Im.b..d.m. . - . - . naBri, rr �rc, P-ocuct p:r,croi 11 nuts,'DIF a-d o-hcr _._I 22, 4 �_Iu; �: �111, I i�. �� r2-n- : on, �,d­o/Ph.n.jErn,ul 1COI W. Cr,sLy P u I Ion is of Ust 11-fi2d �, Ln S � ' L-es, P L. 6�t 14 :arro I tcn 7�� 5OD6 C,,�Lm,lb/l,,,J��,-,,,I,,iLTI,,,,]�,,L. Y­ - -5 �97 I) 2 �2 27i Ext 207 Evall.atup. Reports ,an P .ra ... 0qSdd.dc. C­,it-d h/ . find,p,nd,,rf Third �9rtv __J 1i Buili i Offlne http://-A-ww.foridabtdldng.or*pr/pr__�pp dfl.aspVparanl No th .... ad Signature ­, Lono., lis", .'(5dii 1--ps.c., , . . . . . . . . . I --- . . ;1�_ _Rg_ , , � - - 11 - �, - _2 ARM ,_ - � � - � , - - ,�__ � � � � , - , - __ � - - � � - �, - ... -, � � I- - ",� , , - - ,_ - 11 , - , I � , , - - 1- � I 1. ,_ I. -I R.prdaeri [van Paredes .1 � i-N 1 � , � � , - Ii W, Cr;dLy RD. � I - _0 , on X ` N . 0. Add-s/Phorre/Cm,ul - � n , � ­, a , I., � I -, I I ��� I I'll 1. C , - I I',- !,M W72 " O P11, 'I'm Zarr run � 750DI5 _1­1 , = , W ,s,,pErE,.,Oqs,t..,,. e I .111­ "I 11 I I � A I I 17 - __ .111, -�k�k-l�---19=,Jwhat-"L-l��---X- ho'nox- � ­L__,:1.,,. 1; st-Fe- r-C.,­ , - 'I ­­.na, : .ml � lon"i, � C,ohty �;­rsrr. Ropr,x.rtob,. Ivan, Par.d.s, 11 E, Address/PhourejErnsil 1C01 IV. Cr.ty Pd. Carrot tcn. TX SOD6 I -­ - - "n P ...... (bg,dr-on ::: ----- , , � ­� - , 1k.__1 I.- . . , .- . "I I ­ � - - � �'Aobbi I ­1,1 �­­_!­! I sioblaatl I 1.11-ho -all 11 _ - Z.I.gory N nJ.,, - ­ - - - - I - Sob-teg,rV ;,gl. Hong =1� - - 'IN PIC. =L12939 , - a.11-1-.1, -, � � , -I " - . ­ Application Type Ael C,rupliun-c Nuthod - - ,L ,,, It,,, I Pro a Fl-nd, R�syi, ­d AIJIL­1 or a LILINI'd - Code Version 'ED, I - _horl, "a 're te", one, Engineer ;� I _. Applicaticin S�Flus APPo­J . E, aluati­ r sport lardocity Receive: - 11. ..".. ,� , , , , , . 11 � Con n9c B, � - - - - t, �.� I - Archn-d .1 I Hari de Eng near or Architect Name who clevel aped _Li a Roberto Lont a3 the Evcl Canflon Raport Prod ct M nufact-ir Ben2r@l AlUmIlLon Company Fl.'Id. LISsn'. �E-t!25 14 U rLI'litY ,i,-,,,r,, Unity National Acuedi-ati­ 9, M,r,g,,ont rrhhuh, bddro­/Ph.n.,Gm.il IEDI IW. Cr-Ly Pd. Carro t n TX 75036 , -5271 Quality Assurance Cont-t Exit, ration Date I-2/31/2313 �97 �) 2-2 E�t 207 V.1,d,ted By Eleven M. U-1ch, PE van qBr3des@qad1x.ccm valId,ti,, C­l,Ihst I zroccpy Raisived Author,,,d Sign- ... [van P red,, - pe, a_Ag,gpcx.ccno Certificate ofindependandis ��,4­ ,.L-- RL -- � 1 5 ' ' 71-1 I 11 Technical ReI,­eri Ivan Paredes Referenced Ct,ndand ,nd Von, t,f St-doird) Standard Year Add .... /Ph ... 11mail I C D I �. Crc,Ly R D. AAMA/1hDNA/CSA 10 /I.E­'/A440 2005 -arro I opin 7X 7503t van,paracesorqsch-cm Eqni,.I.,-- .fPi ,di 3t.irdo, do Lernfied �v C�,ofity ­­­ R.pr.ssurtati­ T.d abrob­k Addr-/Pit-doelEmed lC01 W. Crcsty RD Carro I tcn, TX 75OS6 Sections hroor the Code teJ.,,r,bacl,Qqsct­o , P­­ h At, .i --I A,1­1 N1,11I I C-fi., P Lategory N nd.,, CIL- Sub ,UL­ T2/J[7�'20i I Subcbi �ori,ort,[ Sl,,,, D.Cs v. Al 0211S��OII ­),!­� p,nd -,J IFTC. All --I 0�4)�011 Culuplidn­ Mellmd --lustiun RFp,, L run, a Fluid, R2yi,.e,ld A[LhiL­t or a LILBNsad -lorida PrOb-o-I Engineer uncrusar .fPradi ___ --,---- I C-1-b., Report lardlobip, R.,C,,cc ____________ ------------��-------------��--�-------- 11911. # Model, Number or Name Descripti an Fl oncla Ent neer or Architect Name who III aped _uis Roberto Lunda, ___ 11,112.- 1 iSSF�1157-i DESICHER SH -550/1570 DE� Z;[,J=a, SH 1,_LJ,I[ oJ11 �� NDOW the Evaluates Report - __L__ r,Jul A 1111"ACT FI .-,do License 'E-C25J.4 Limi of U­ Iru.tallarl 31-tri ... I ,,.lit, Aze-u-sro. I -it, 1hatia.al Acor.di,fi.n arcl .-g-drit --throut. Approved for .:.. I. HVHZ: '4. � ­ -,-, : ­ :- _­ . I -­ - � __ ­­. Quality A3sirarce Cont-a:tEx.pratito Date 12/31,12311 `4 , PP_ , . , �_ 4 A v.d fid, outside HVFIZ: 'ne, V= fiel Rv I ... z R,,I,,,­m, I o­ 6� V.Iid�dtdd by Dre- M. U,,bh, PC Impact Itual.l.t.int: N, Created by :ndepe-.Je-tTh r: Pzr-,� Yss Cadisigin I ..... ri NIA Evaluation R.ports validation C-ect,list I I arodopy P-eived Olin i PFFT R 0 TNSTAI A [,)N TNSTP1 Ji­fl-)N� FCIR I _. In— I- �r --- 71 IZ . .. 11 . ­ . 11 I S, ZES AND R-P,13S. Created by rdepa-da-t Th rz Psr-�� '(as � ,", !, ..:Z- _ � , ____ ---,------- Certificate ofIndepandarle il ... _.Z.... _..`.:­�.�C.l .... 51'4111,�..:O :__�LD .. .1 1. I ,F --'---- L4412 2 i55D/i571 PECTANGIJI_A,�, R­ . 550i L57O RECTANKEI-Ii SH A_J_rU Ni WII, Code Nou]l Referenced Stondard add Y,ar (,fGt,nd­d) Stanci Year - __ - - __ ___ - ___ - __ ---------- ____ .­________________ Limi of Us. Inst.111hati.in 1-tri ... A ANlA/V1DMA/C5A 10 /I.S. 2/A440-CS 2005 Appoci for ... in HVI tl� ­_­ � -, - '! ­ � I P � :, _,_ _0� I -- - Approved for use outside Il 'cs v� rift dd�By�:Tui- R-Lcrv�o-­L-�- as 6o�- 4 Impact Rest. i N. ", nt,, I,, rd,r­d,.-tTb , � P�l -1, Ycl Eq.i,.Ic,-- .fP, ,doot Stairde, ds Design I ... pre N/A, Evrallurs I �qrtifed 3v Uldl Pith-l-P U 1nIc,I;;L­ [��J ic1bIIPUN,IIUbI� I-CR I _ � - athan �, R. � p � or - t I I 1� cd- � - _. -.11 � . _ . I ST71-S aND R - `Kls ('­ ,,�i Il rin,ra,-d­t TIr , - Pxnr-�, Y­ � Section, Yorn the Cod. ___ _ - - - �­,­- APP--1 A1,H­ ,d 'I,--,d I Olrb­­ F) -�F,b, -nbri Cq;03/:s�oh) E.Le V'l-b'd 3'/i-/2DO9 - Dz ,a 'ending lff_k� ,lp,r,,-1 Dlil,1/2309 _),t,.uPp-­Z I _;K5/2JO9 FL # I Model, Number or Name D ... ripti.. :[2%�. I -_,ri" 2�00 Alurnino m HS �Fin� 04' w 60" rs-lattd �­ni DCB. Fe- - ­­­.- .... I .. . ..... .... Mi r ,,',_i,,L.II.lJ. ,, ­,Cti ,,-_ ____---_. I'll, I - ­­­­ 11 I 11 I - -11, - ....... I.." Lindirts of Use linstallabile. buttrul ... Apprp.cd for use in HVHIZ: `�o FI­cr�­).,_�-� ,.-,-._j�_',' .-co '1�1­10j, o' �"tft�t-�,;,,�,!,�,,,,,I:,�-,,I .�2 .- - - In c r use App .. d I. dautaidic HVHZ: --, 514 V­ f ' ,15/ L' ,, R L,,rr,.,, P.� r2,5 Impact Resistant: No re ­ _. - - -I �ed C . - d _y Iri -el - Th rz P. Design larcesuric, 4",' �U Evallaotuart Report. Blither: �­. ,P­a,h,J &­,jz fi, -h,. ­-.11,T .... �- , - ­;,; � _­ , 1 "'Cto ". "T ,;: r " '' . , 4 ­­­ 111-12--l- - _­'� � �- -ou,on nis, p-oduct perfo-mai him BS/DP an: .Chad Crea-,d ,v Iri --al: Th r: Per--/: �es iml--c 0� use == mimw; -,Me ­1, U­ r­­ ,­­­, ' 11.11­1 40-M-1741-971M . , , , N.,,­, � F­ -oll­ lnk� : S­1 5 4�prj�iudt APpi , , ,a .1. ­ _ . _­11­o1-_11___ C,s­ 1-1-.1-1-P..i- B I FL5302-RI Application Type on"11"', Code V ro- - A oll,,Il,n Izous po ApPro,ad Coor" Arch ,,:d" � P,bd.dM m,fact.bar Andan, Garage Doors Addeab/Ptdra,labi 165 Counnage Court (336) 251-1309 cam , y jRyd.r@a..,,..m Authorized Signature Randy I.y­ dmmy.j.y,.r@.ma­.m Tachn,,ol se, .... tell,, Carry ley. r Addrese/Phore/Enarl 265 ca'ag. Court W hston-am,m, PC it (336) 251-1309 da.y.eod.ran­ Q,allty Assuradoe, Barnes- Addr../Phord/lbi Category Extend ,,era Siub.t.gi Sadi.r.1 E�t.,i.r D.orAbs.rnble, Compliance Method E,,I,BtJob Report from , Florida Regi,t,r,d Architect a, , Licensed Florida Pldfa.'.1.1 E " g1me., to E,.I..h., "Part - H.,du.py Rane­d Planes Engineer or Architect Name ,he d ... loped Th .... L. Shemendins the Evaluation Report I License PE-004BS79 Qc:�,I, A Early In-ek T-ir, Be—— No In, Qu it, A: C.nt,.d E.pmt,an Data :uni 01/01/2099 Vail By Steve, M. Ii PE FII Volidatin. Ch.,khat - H.d,dey R.,olved C.,tificate of hd.p.rdarba FL5302 ki C0�17­ Sf,elrbo; - LCU, or Inch,peld- 7 2`ir20r7,,f Referenced Standard and Year (of Standard) Sit -d­d - ANSI/DASMA 108 2 02 ASTIM I an 2002 E q olvalence of Product Standard, Certified BY - Sections fro, the Cod, Pr.dcctAMp,.,.I Method Method I Option D O:t 5 brountad 12/15J2003 t: D V.I,dat.d 111111211: care Pending ABC Approve arl'It'/som Date Appir ... d 02/03/2009 __ 5302.4 St i-stonal (i and Heritage Does. IRC-6009-130-15, Thr, 9',id,. (mg5o) Limit. of Us. I,.t,ll,ti., I-oi ... Approved for .:: I. HVNi No Ts302uI_Il_LBC-6Gus-i,o is Pan Approved for u .-id. Ill Yes Vadflad By: TOM SHEILMERDINE 0048579 '0'=P'"D"`kiFPi Created by Independent Third Party: Yes D is. Pose-- 126.7/-31.6 � Ea.lu.ti.. Report. ,26.7/-31.6, Not for -a in HVHZ. FL5aO2 P I oE �S�E 7 16 D2 C5ecf option shall net be ,,,d in wind-b,ore, coati, R-5Z02 I I AE Up 5a�12 T IRC-600-30 IS.rd IGlazing region Cal ... -c-, is designed as partially enclosed or Created by Independent Third Party: Yes d ... I, , replacement door. rt 5302�Ill 1 St ,ff,rd (M600) and Heritage Di IRC-6016-130-15, 10'Thr, 16'11,11 � U,1950) - __ Limits 't Us, ___________________ 1. 1.11.1thao Instructions � Approved ft, .:: in HVHZ: No I 11-131, NI ,I 'All, 530" 1 11- ,,Od-i,P�L �­v � Appi for u .-id. Hl Yes V.TfI.d By: TOM SLELMERDINE 0048579 . I -Tm­paFResIS111t; No Creole by a elludent Third Barry: Y,, . 11 D sign Pm,,u,,: 125.6/-29.1 ...... no a R'P"" I cinner: Dealt, Pr-- +25.6t-29.1, Not far so In HVH . . T530C . . ASIL 7 18 12 11.,Cl . FL5302 RI As - 5- T �RC-6016-130:15 of E - S_ . In, ,at , .1­ option shall be Used In wind- ome d,b,l � Created by Independent Third Party: Yes � . region C in , structure 1, designed as partial), d.a, is a 1:, thacerre end -al or �y �� - afi""�` , , — .1 ___ - - -OKIAM TI�l--iM.T--=-V-il:_Mml—, -s � . � 7, - . ­ , - � � �� 0 ibal- - - �­ .. - 16 UM in � ­ . I - I - '. -1- , ��__­ I ­ 1 a-,__2 _­­., ?do- - P.1 __� 4= I r ­ ., ­,", ­ , , , , ___ - __ , " , FL . , , Ai - FL5427-R2 Appi-com Type R. ,,,an Cod, version 2007 Application Status Approved C ourre,ts A,rhived P, Product Manufacture, Am.,, Garage Doors Addresd/Phore/Emall 165 Carriage C ... t Winston-Salem, INC 27105 (336) 251-1309 damury.joymerd0annor-im Authorized .g,.t.,. carry I.yra, danny.loyne-arnar.coun T,,h'i,,l R,posse-on,a D.nnyl.yh.r Address/Ph.m./Emnal 165 cm-ii Count � W1 ­n,on-S.[.na, INC 271.1 (336) 251-1309 dj.yn.,@..m.r,..m quality Assurance Rdipir..m.twe carry Jay.., Address/1h.c./Ennsul A ,rrGar,g,0,,r, 165 Caning. Count Wirnstar-S.I.,n, Nc 27105 dJ.yn.,@ordan,... cefidgi Exterior D .... Subcategory Sectub, a I Exton., do., Azzarnbles Condph.m. Method E,sl u,ti,n Report from , Florida R,gi,tn,.d A,rh,tA,t a, a Juareed , Pr,fe,,I,n,l Engineer .�orm, , E,,I,,tl,n Report - H,odapy Reci Flo,id, Engi ...... Arcmt,ct Name who d ... laded Th,,,, L. Sholoo,ohme the Evaluation Report Florida Ll ..... PE-0048579 1,,:�it, A Entity I,torek Testing 5 ... ice, NA Inc Q � I , A: ,a Contrast Expir,t,,, Date :,r,,,: 01/01/2099 V.I,d.tod By Steven M. Unch, RE Is Validation Checklist - H,,d,,py Reoeived Certificate of Independence 11 11?7, I2 -1, -, 1h.i ,e,,,ue, ,'e% .1 Jr,,u,.�.,d,,cv 7,2,4�2007.nfif Ref .... cad Standard and Year (of Standard) Somdand - ASTM E330 2002 Eq,lv,l,n,, of Product Standard, Certified By 5427.3 Cl.a­. 1000 and 2000 M500, 9 lid, C11,sl. 1000 old 2000 Made, 500i '. IR-309-130-1 5 ____] - _ . I --,------ Limit, I U­ Instal .ti.. Immu,ti ... 1,,,*I,d li " 11 1 17 B 7H fl�, 7-5-1ul 1 in- 1 5 F T. !l6'J.d lra,1111� "Id! r_ , .:: I" Hyll No Zp d to .nai HVI Yes yenned By: Than,— L Shdlma,di,e Fl RE 4 0.0579 Implet R­i t,nm: No C ... led by Independent Third Party Yes D is, Pres..ne: ,26.7/-31.6 E-lin.ti.. R.P.i 0=: Net for C,, in HVHI G1,2mg net ,,,liable I, IFLS�2? Fi ASCE a7 98 02 05.pof as _ �r oB :, �, 2 if I 32" Toll Sectl ... MAX FL5427 R2 As Car P, Modell _ � I20 CnysLza_ " O�SCrLCo FL-54271FIAEIRC-6309.130-15 E,al ar,t, Report,,Af - a by b .pan an ir air y eb __ 5427.8 _____ --- .---- I! Cla,siod 1000 and 2000 M500, 16'l it, Class be 1000 and 2000 M50C 500, _ _ 1500i -------IRC- 53, 6-130-24 - - --------I-- Limit. of U Im,daill I- ti ... - "t" Approved ;:, ,,, in HVHZ: No IT 5n21 R2 11 VR---!53 -130-2' P.�. S'eled D"M"r, ad Approwed far . . ..l KVHI Yes Verified By: Thomas It- sholdri FIL BE 0045579 Impact li -to No Created by Independent Third Party: Y� Desig Preas-re: +25.6/-29.1 Evahartidan R,pm­ Other; Not For ma, I, HVHZ. Glaang not ­11,Ibl. In Ii P- - 11 11 17- B - I -11� ,no Z As co, if, � -1.o, H­ St" Tall Sadl­ MAX FL5o27 R - Modet I . , �, ,0an Z.C.,Jf 4__J C) C) = (I -�5 C) 4--i -= > = U = a) " CZ = _= r) C C a) 0- -= L- n = CO - . 5) 4 (� �� Coll 0) :t;� C) 5 -B 'Ill, -M ,7 = 2 c) .= -8 C F.) = 0 3: = = .0 U_ — CIO 0 -�� -�5 cc > . Ln -= F= 5 .Sn 0 0 " a.) ,-, M I-- =- = �- cc -0 ,2 .= .1i U) 0- I a 4 Z Z W MJ M E M 4--d (a) cli'll"I'll"I'llill' 0 4—J M U = 4--i (3) (3) C­ < (/) M > (:J) 0 4—J 0 L/) Cis) Cis) < 4___J U (1) = -00 3: " CD Ln U M co LLJ :�E < 2! 2: < __J a - SHEET NO. PA 1.1, =UMMAMM "I I I U­ tr­­­ ­T.pk� S.1bo-it S-t- gt*, & F-it, P't,11-1— 'Ec st� El. ..P orli ...'ch &n. u. no R P""�� w1i —il FL F 8905-RI Application Type Revision NOCode Version NZ 2007 Application Status Comments Approved Archived Product Man ofecturer General Aluminum Company Address/Phone/Email 1001 W, Crosby Rd Carrollt n, TX 75006 (972) 2042-5271 Ext 207 Yan pe redlesil com Authorized Signature Luis Lomas r1lomasolirloni com Techniml Representative Ivan Paredes Appress/Phone/Email 1001 W. Crosby RD� Carrollton, TX 7500 ivan.parede5agactx.com Quality Assurance Representative Ivan Paredes, M.E. Address/Phone/Email 1001 W, Crosby Rd. Carrollton, TX 7500 ivan paredesagas".com Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Arc-itect or a Licensed Florida Prcfessiona[ Engineer Evaluation Report - Hardoopy R ... iv.d Fl once Engineer or Architect Name who developed LUIS R. LOMAS the Evaluation Report Florida License PE-62514 QUa�ity Assurance Forty National Accreditation R, Management Institute, Qua ity Assurance Contract Expiration Date 12/31/2011 Validated By Steven M. Urich, PE Validation Checklist - Hardoopy Received Certificate ciflridl.peri FLJ90� R _ :01 5�0119e..d Referenced standard and Year (ofStandard) Equivalence of Product Standards Certified By S..F., s from the Code 115D9 1 714.5 SE-72.070 x 3cjs L., -1 1 Int, 1."Cs S,b,,t So,,Mge so- r— P,i rac st,ff acis sit, m,p un],,' —1h uct Approval ,blc User PmduUAPPm­lMe,i 'Rtpjd�' _AQzL1t­ List I Appli cv,i FL # FL5444-R2 Application Type R.viSi.c Code Version 2007 Application Status Approved Comments Archived Product Manufacturer CertalnTei Corporatlon-Rcipfing Address/Phone/Email PO Box 1100 1400 Union Meeting Rd Blue Bell, PA 19422 (215) 274-2350 richard.a.snyder@saint-gobain.com Authorized Signature Richard Snyder richard.a.snyder@saint-gobain.com Technical Representative R. Allan Snyder Address/Phone/Emall FO Box 1100 1400 Union Meeting Road B�ue Bell, PA 19422 A lan.R.Snyder@saint-gobaln.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 RN Evaluation Report - Hardeopy Received Florida Engineer or Architect Name who developed Robert Nieminen 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, RE Validation Checklist - Hardcopy Received Certificate of Independence FL5444 R2 COI Trinity ERD Certificaiton ofIndependence-ind Referenced Standard andYear (of5tandard) Standard YANK 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 Method Method 2 Option B Product Approval Method Method I Option D Date Submitted 01/0i Date Submitted 07/27/2009 Date Validated 01/09/2coc, Date Validated 08/13/2009 D:te Pending FBC Approval ()1/15/2009 Date Pending FBC Approval 08/31/2009 D he Approved 02103/2009 Date Approved 10/13/2009 89055 144 5, 5347 AND 5547 VERTICAL MULLION 1445, 5347 AND 5547 VERTICAL IILJLLION Limit. of Us. Installation Insitruirtions Approved f., in HVHZ: No �� S' D S R i H 08 - �� C I I ` A P Approved for outside HVHZ; Yes V­ fled By: LUIS R. LOMAS 62514 act Irnpg' flelistaint; N/A 1—led by rft�nd­tTh,,d Party: Yes I Des! ressure! N/A Evaluation Reports Other: REFER TO EVALUATION REPORT AND �L�9�5 F' A� INSTALLATION INSTRUCTIONS FOR DESIGN PRESSURE Created by Independent Third Party: Yes RATINGS 'Uwe rk=k2M2y9== u,' in H.1 c.bmit .­h.­ s— I.— P�bie­r, 8u� acts Sk� M.P unk, � uct Approval P�blk u— (6470 � ­11- s Appik,n �r —ovi FL # FL12968 Application Type New Code V ...... 2007 Application Status Approved Forn ments . . .. .. .. 1 1 A, his.d Product Manufacturer General Aluminum Company Address/PhQne/Email 1001 VV Cr-by Rd, Carrollton, TX 75006 (972) 242-S271 E�t 207 !van paradesagact—orn Authorized Signature Ivan Paredes i van paredesogactx mirin T-hinical Rap .... ri Ivan Paredes Address/Phome/E mail 1001 W. Crosby RD, Carrollton, TX 75006 i van, paredeso gactx.com Quality Assurance Representative Tied S.r.ba.k Address/Phone/Fmail 1001 W. Crosby RD Carrollton, TX 75056 ted scroba"gadx.com Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Ageri American Architectioural Manufacturers Association Validated By Steven M. Erich, PE Validebon Checklist - Hardmpy Received Referenced Standard and Year (ofStandard) Standard Year AAMA/NWWDA 101/1.S. 2-97 AAMA/WDMA/CSA 101/I.S.2/A440-05 Equivalerse ofProduct Standards Certi fled By Product Approval Method Date Submitted Date Validated Date Pending FBC Al Date Approved 12968.4 Series 1900/197C Method 1 Option A 013/28/2009 08/31/2009 09/D4/2009 10/13/2009 Limits of Use Approved for .. in HVHZ! No Approved for use outside Ill Yes Impact illeiii.t. "U No Desig . Pres S ure: 140/-40 Other: See attached drawings for the installation I ren notions, pr et pErhor rn.rc., lirnit�JDP and the, I I rhit. of use. Aluminum S/H (Fin) 54" x 72" Insulated Annealed DS8. Per Manufacturer's installation i-trurtinnin Certification Agency Certificate FLI296z ED C CAC 03 S.ne� IDCO-1070 (54 , 72, APC.�df Quality Assura— Contract Expiration Date 0611 1 12013 Installai Instructions F"J.,96E RD 1-� n-, --F nor P 1`� 0, Desigre'."d, Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Report. Created lb� Independent Third P-ty: FL # Model, Number or Name I 5444.1 nTeed Asphalt Roofing C.h,r,,.,i,,, Limits of Use Approved for u:e in HVHZ: No App roved for u e outside HVHZ: Yes Impact Resistant: N/A n Desig Pressure: N/A Other: Refer to ER Section 5 for Limits of Use Description 3-tab, laminated, architectural and 4-tab asphalt roof shingles Installation Instructions FL5444 R2 11 er"72709FINAL Asphalt Shingle FL5444 R2.pdf Verified By: Robert Nierrinen, RE PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL5444 R2 AE erC72709FINAL Asph�ItShlrqlie FL5444- R2.pcI Created by Independent Third Party: Yes FM� FN-7t D.PfteA fc.—ity ftr. sioli� —Mr, C�e coviev ref st.��. 2555 0,k Bef­rd —, dii. R. 01 BcIsirl— Wgi, Ui E H,tT.p,, i S,tx,itSu,Fxa,! Sirit,&F­� P,bli FBCStIff'. Bi looks S—h Product Approval USER Pi,blk j— PrId—APF-11— FL # FL12103 Application Type New Code Version 2007 Application Status Approved Comments ArchIved Product Manufacturer Alside Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 (330) 922-2389 nthompson0alside.com Authorized Signature Nick Thompson nthompson@alside.com Technical Representative Nick Thompson Addro./Ph.n./Em.11 3773 State Road Cuyahoga Falls, OH 44223 nthomp�n@alside.com Quality Assurance Representative Jack Mowery Address/Phone/Emall 3773 State Road Cuyahoga Falls, OH 44223 (419) 853-4656 jmcwery@als�de.com Ca tegory Panel Walls Subcategory Siding 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 Alan Reeves the Evaluation Report Florida License PE-19354 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Steven M. Unch, RE F17 Validation Checklist - Hardcopy Received Certificate of Independence FL12103 RD COI cert of ndependence.odf 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 03/01/2009 Date Approved 04/07/2009 12103.5 Coventry Vinyl Siding Limits of use Insta laticim Instructions Approved for use in HVHZ: No FI-117 RD 11 Coventy.od Apprm d for use outside HVHZ; Yes Verified By: Architectural Testing, Inc ImPact Resistant: N/A Created by Independent Third Party: Yes Design P .... ure: N/A Evaluation Reports Other: For use as exterior cladding only. Not for use in FL12103 RD AE Coventrv.pd HVHZ. Allowable Design Load for all configurations (Double Created by Independent Third Party: Yes 5", Double 5" Dutchlap, Double 4", Double 4" Dutchiap, and Triple 3" +/- 86.5 psf with nails. BCIS I Leg 1, U­ cl,rIt-1 n,tT,,- i S,1,1 S—ti sl,ts il 1­t, P,11-lion, Fro St.ff BcIS Site MSP unli S­1 s Product Approval USER ,bl,, Usei- En d.1 �­­] In- PrdU,'. �yplktco Sei Atokettm us Applieri Dv,tiii: FL # FL12199 Application Type New Code Version 2007 Application Status App, v.d Comments Archived PA Product Manufacturer KAYCAN LTD Address/Phone/Email 402 Boyer Circle Wil I iston, VT 05495 (905) 793-9462 Ext 235 alex.jovanovicokpproducts.com Authorized Signature lovanovicAlex alex.jovanovic(d)kpproducts.com Technical Representative Alex lovarovic Addr-S/Ph.n./Enrail 255 Surnmerlea Road Brampton, NON -US 05476 (905) 793-9462 Ext 235 alex.jovanovic@kpproducts.com Quality Assurance Representative Alex 3ovanovic Address/Phone/Emani 255 Surnmerlea Road Bre motor, NON -US 12345 (416) S53-6818 alex.jo�anovjc@kpproducts.com Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, Inc. Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Robert A. Walz, RE S Validation Checklist - Handcopy Received Certficate of Independence FLJ2199 RD COI I= Certificate of Independence.lod Referenced Standard and Year (of Standard) Standard Year ASTNI D3679 2005 E quivalence of Product Standards certified By Sections from the Code Product Approval Method Method I Option C Date Submitted 02/26/2009 Date Validated C3/02/2009 Date Pending FBC Approval 0 3/05/20 09 Date Approved 04/07/2009 Summai of Products �Fl # Model, Number or Name 1 12199.1 Center Vented 12"/Solid 12" Limit. of Use Approved for Use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant! N/A Design Pressure: +701 Other: Must be installed as per the manufacturers Description Triple 4" Partially Perforated Vinyl Soffit Installation Instructions FL12199 RD 11 Kavmn Install ari on.adf Verified By: ICC Evaluation Service, Inc Created by Independent Third Party: Evaluation Reports FLUI99-Ro ass MR UCIS r Lg I, E Us,, Rgi,zrt,, e HA Trip- Sb,,t S—h— Stts a i P�tketie,s t Sttff:' Bi Sit, Alp Lris, S,en,h i Product Approval UEE. Public User P.��tApp�alMe�u>ProdmtorA�l�-t,onS�r, 1A�bnL�-Applioul—Detiul FL# FL2075-R3 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Pir Product Manufacturer Florida Metal Products Inc. Address/Phone/Email 6940 Stuart Ave Jacksonville, FIL 32254 (904) 783-8400 clarkipfflarinco.com Authorized Signature clarkjones clark@flamco.com Technical Representative clarkjones Address/Phone/Email , o box 6310 Jacksonville, FL 32236 (904) 783-8400 clark@flamco.com Quality Assurance Representative clarkjones Address/Phone/Email p o box 6310 Jacksonville, FIL 32236 (904) 783-8400 clarkQflamco.com Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Certification Mark or Listing Certification Agency Marri BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS 100 (A) 1995 Equivalence of Product Standards certified By Product Approval Method Method 1 Option A Date Submitted 0 6/05/2008 Date Va I I dated 06/30/2008 Date Pending FBC Approval 07/08/2008 Date Approved 09/15/2008 Summary of Products FIL # i Model, Number or Name Description 2075.1 IVENTRVIO VENTRV10 Limits of Use Certification Agency Certificate APP=d for u:: in HVHZ; Yes FL2075 R3 C CAC37-Ii05.06 RV10 MIAMI DADE.Pd App d for . outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 01/31/2009 Design Pressurei N/A Installation Instructions Other: FL2075 R3 11 07-1105-06 RV10 MIAMI DADE.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Createcl by Independent Third Party: 2075.2 VEN7RV10 VEN7RVIC Limits of Us. Ceirldfication Agency Certificate Approved for use in HVHZ: Yes FL2075 R3 C CAC 07110506 RVIO MIAMI DADE.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 03/13/2013 Design Pressure: N/A Installation Instructions Other: FL2075 R3 Il 07110SO6 RVIO MIAMI DADE.ndf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: XAAdn­1rs1.tbn Dei fCmmoolty Aff," F�,� ftiAei,,g Cd, C.M. .� St..drd, 2555st'—d —0- -2399 11—i Nonde -2100 d) 467-1524, F­ (650) 414-8436 BC151— Loglo U—Regstri H&Tpics SLbmuSo­,Mrge Stats&Iacts P.bli-t— FK St,'f ECIS Site ��p Lni,s �rh uct Approval 'tAck User APPlicatioriceit.il FIL FL11024 Application Type New Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Southeastern Metals Mfg, Co. Address/Phone/Emall 11801 Industry Drive Jacksonville, FL32218 (904) 696-4682 jhkelsey@semetals.com Authorized Signature Jeremy Kelsey jhkelsey@semetals.com Technical Representative Jeremy Kelsey Address/Phone/Email 11801 Industry Dr - Jacksonville, FL 32218 (9D4) 757-4200 Ext 4682 jhkelsey@semetals.com Quality Assurance Representative Gerry Shotsberger Address/Phone/Emall 11801 Industry drive Jacksonville, FIL 33218 (904) 696-4204 gpshotsberger@semetals.com Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity Mlaml-Dade BCCO - EVL Quality Assurance Entity Miami -Dade BCCO - QUA Quality Assurance Contract Expiration Date 04/15/2014 Validated By MI—i-D.d. BCCO - VAL Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard TAS100 Year — 1995 Approved Evaluation Entity 171 1 Inn4 RD Eculy 2008 NOA Weather Vent.pd > 0 RCISH... Lgh User Rgi,io,t­ net T,p,, Submit Soo,harge Stts F-ts P,blications t ni st,ff EC:S Site Mip L,k, S,—h C CD n C) Product Approval USER Iblic U�or CL C) l� _on Ust A Appliori Det.il durl.,- FL # FL722-R2 (2) —= U —0 Application Type Revision Code Version 2007 Application Status Approved C Comments Archived C 0 > Product Manufacturer Address/Phone/Email Metal Tech, Inc. 7635 2nd Ct (::) w H,El..h FL33014 (D (3) Ln 4—d (305) 9�0-7507 C) steve@metaltech.com < Authorized Signature Steve Pulliam Engineering(��metzltech.ccm Technical Representative AddrEsE/Phone/Email Quality Assurance Representative Address/Phone/Ennall Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer lK Evaluation Report - Harddopy Received Florida Engineer or Architect Name who developed Robert S. Monsoon the Evaluation Report Florida License PE-11955 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2010 Validated By ORLANDO L. BLANCO, P.E. 15— Validation Checklist - Hardropy Received Certificate of Independence FL722 R2 COI 024 cert indiperl Referenced Standard and Year (of Standard) Standard Year ASTM E 330-02 2002 SSTD 12-99 1999 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 01/27/2009 Date Validated 02/02/2009 Date Pending FBC Approval 03/11/2009 Date Approved 04/07/2009 FL# Model, Number or Name Description I --- 722.1 1.024 GaIv. Steel Hurricane Panel Limits of Us. Installation Instructions Approved for use in HVHZ: No IT 72? R? IT 124 drowirm-pid Approved for use outside HVHZ: Yes Verified By: Robert S. Monsour RE 11955 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Not for use In High Velocity Hurricane Zones of the FL722 R2 AE 024 evaluation.pd Florida Bul[dIng 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" [xa� F-i co—nuottoitor FbIldii, Cd­dSt­&rd. 555 S�­'d oe sefe- 467-1824, FaX (650J 414-8435 X1S I-- Lg To User Regi,cmi, on S,bmit Suri Stats Riots oubk.t­ 1 DES Sti,ff K:S S,�c L,k, S-1 uct Approval Public �e­ App1iPuiSv,De,iI rL # FL4804-R2 Application Type Revision Code Version 2007 Application Status Appi v.d Comments ArchIved FA' Product Manufacturer Alufab Hurricane Shutters Inc Address/Phone/Ernai[ 13000 NW 38 Avenue Opa L dike, FL 33054 (305)o 6 88-4701 Ext 19 �nth.ny@alufabhurricame.com Authorized Signature Robert Andrade anthony@alufabhurricane.com Technical Representative Pedro De Figuelredo Address/Phore/Entrail 6971 West Surmise Blvd. 104 Plantation FIL 33313 Engco@aoi.com Quality Assurance Representative Acldress/Phone/Emall Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R Evaluation Report - Hardoopy Received Florida Engineer or Architect Name who developed Pedro De Figueiredo the Evaluation Report Florida License PE-52609 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2010 Validated By Jesus Gonzalez, P.E. 9 Validation Checklist - Hardcopy Received Certificate of Independence FL4804 R2 COI 09-032 CI.pd Referenced Standard and Year (of Standard) Standard ASTMI 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 Submitted 04/1D/2009 Date Submitted 07/09/2008 Date Validated 04/22/2009 Da is Validated t 07/17/2008 Do e Pending FBC Approval 1 05/18/2009 Date Pending FBC Approval 0711812008 Date Approved 0 6/09/2009 Date Approved 09/15/2COS mmary of Products L # Model, Number or Name Description 1024.1 Off-lidge Static roofvent mit. of Us. Installation Instructions =plil for u:e in HVHZ: Yes FL11024 RO 11 2008 NOA Weather e2LIP—df rovedd for u e outside HVHZ; Yes Verified By: Miami -Dade 3CCO - EVLV mpact Resistant; N/A Created by Independent Third Party; "'Sign Pressure; N/A Evaluation Reports Ither: FL11024 RIO AE 2008 NOA Weather Ventre! FIL # Model, Number or Name Description 48Q4.1 24ga & 22ge Steel Storm Panels Corrugated 22ga and 249a Steel Storm Panels Limits of Use Installation Instructions Appro forr in HVIHIZ: No FL4SO4 R2 11 09-03 2 DWG.Pdf ,=d ou:: App, d fio outside HVHZ: Yes Verified By: Pedro De Figueredo 52609 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +104/-104 Evaluation Report. Other: Product to be manufactured, designed and installed FL4804 R2 AE 09-032 PER.pd as per drawing 09-032. Created by Independent Third Party: Yes It 4 Z Z W 0 4--1 4 --- J V > W 0 rn 75 < 2f < I n DCAAdir—Luit- Jpqp.,t.— FC.—Ty Aff.,1,s F.,EE, —W coim, — Cod- -d Siia�� '00�18noe­ '11,he-ee, o,,cJd 32399-2100 �50 � 487 1824. Fb, (850) 41-435 DCAAdmir—t— FCommooity Aff— sousog c-r. on� e, .,txf SM�rfs 2 5Ss,­,d0­,e­ Tallate—ii, Fkd, 3­299 2100 1.1, sv� (�Ilj 411-s— SHFFT NO. PA 1 .2