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HomeMy WebLinkAbout352 Bella Rosa CirI" V � ' e esus` 1cf �x .rr� CITY OF SANFORD BUILDING 81• FIRE PREVENTION P ERPMIT APPLICATION Application No: Documented Construction Value:.— 3 5,.) 61 Ila ,C�vf(. e �1 ❑ C� Job Address: L Historic District: Yes No Pareel ID: Q.q-19 - 31 -- Eiaa - C`C�0 - /'.-) J o Zoning: Description of Work: N Ew 3Fy- Plan Review Contact Person: --J�NN 'Title: Kf-"O J -r Phone: Fax:(14�) J+ -I ci- k-I`}tv E-mail: 7s3 Property Owner Information Name LCNNH(Z uoMc-� ] 1 Phone-. (^fes t> -{-int- \-I:OCD Street: 15550 1-_ G k-vw Avc. Resident of property? City, State Zip: C��� �w,g-rer2 t FL_ 33-1 uo Contractor Information Name Phone: (-i a --t) -k-i9 - \`t'—1 1 Street: 1 5c5SO l '�C,ils'wAye �L Q_�v£ ayy�� e`: = 210 Fax: ("ity, State Zip: State License No.: C 6C 51 g1 Qi(e �/ Architect/Engineer Information Nance: I"j2.' Phone: Lo� `no- AL3 -- Street:,14-15 cJ Fax: City, St, Zip: r E-mail: Aa�jiCt. l ouv\v- Bonding Company: N k Mortgage Lender: N A Address: J—V 0 -2 C). C/o /. Address: _ Com') A /� . 510 = 14 0. ''ire � eo PERMIT INFORMATION Building Permit j .Square Footage: 03 Construction Type: No. of Stories. _ No, of Dwelling Units: -_ Flood Zone:- Cie e 14k6cuC ) Electrical L' Plumbing C/ N,civ ;service - No. of AI/IPS: ALO tWeelhanical r(DwA layOUt regUir'Ad for new systems) 00 �s LP New Construction - No. of Fixtures: Dire Sprinkler/Alarin ❑ No. of lie ds: x- y SHEET DESCRIPTION SHEET No. CS ABBREVIATIONS 1 FLOOR PLAN A.B. Anchor Bolt Flr. Sys. Floor System INTERIROR ELEVATIONS Rad. Ref. Radius Refrigerator Abv. Above F.PI. Fireplace . FOUNDATION PLAN Req'd. Required A/C Air -Conditioner Ft. Foot / Feet ................... STRUCTURAL NOTES Rm. Room Adj. Adjustable Ftg. Footing DETAILS Rnd. Round A.F.F. Above Finished Floor FX Fixed SECTIONS & DETAILS R/SH Rod and Shelf A:H.U. Air Handler Unit Galy. Galvanized ........ .. . PRODUCT APPROVAL NUMBERS S.F Smoke Detector ALT. Alternate G.C. General Contractor MEAN ROOF 30 FT. HIGH TYPICAL S.F. Square Ft. B.C. Base Cabinet G.F.I. Ground Fault Interrupter Notice to Builder & All Subcontractors Sh. Shelves B. F. Bifold Door G.T. Girder Truss documents, prior to the commencernerit of any work. The SHT Sheet Bk Sh Book Shelf Hdr. Header these plans should be directed to our Quality Assurance S. L. Side Lights Bm. Beam Hgt. Height S.P.F. Spruce Pine Fir BOT. Bottom HB Hose Bibb Sq. Square B.P. Bypass door Int. Interior S.Y.P. Southern Yellow Pine Brg. Bearing K/Wall Kneewall Temp. Tempered Cir. Circle K.S. Knee Space T Thicken Clg. Ceiling Laun. Laundry T.O.B..O.B Top of Block Col. Comp. Column A/C Compressor Lay. Lavatory L. F. Linear Ft. T.O.M. Top of Masonry C.T. Ceramic Tile L.T. Laundry Tub T.O.P. Top of Plate Dryer Mas. Masonry Trans. Transom Window Dec. Decorative Max Maximum Typical Ded. Dedicated Outlet M.C. Medicine Cabinet UC UCL Under Cabinet Lighting Dbl. Double Mfgr. Manufacturer U.N.O. Unless Noted Otherwise Dia. Diameter Micro. Microwave VB Vanity Base Disp. Disposal Min Minimum Vert. Vertical Dist. Distance M. L. Microlarn V.L. Versalam D.S. Drawer Stack Mir. Mirror VTR Vent through Roof D.V. Dryer Vent Mono Monolithic W Washer D.W. Dishwasher N.T.S. Not to Scale W/ W/C With Water Closet Ea. Each Opn'g. Opening E.W. Each Way Opt. Optional W.A. Wedge Anchor Elec. Electrical Pc. Piece Wd Wood Elev. Elevation Ped. Pedestal WP Water Proof 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 REVISIONS 05/19/09 1.00 NEW BASE PLAN 11/17/09 1.01 MINOR FRAMING CHANGES 01/05/10 1.02 CHG. HDR HEIGHT AT M. BEDRM 01/06/10 1.03 CHG. COACH LT. SWITCH 03/01/10 1.05 MOVE MA. BATH SWITCHES 06/23/10 1.06 CORRECT WINDOWS AT ELEV. MOD��L F140�1573 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET ^� 1 FLOOR PLAN 2 EXTERIOR ELEVATIONS 2.1 INTERIROR ELEVATIONS 3 ELECTRICAL PLAN 4 HVAC PLAN 5 .............. . FOUNDATION PLAN 6 _ ROOF FRAMING PLAN L1 LINTEL DETAILS ..-.. SN .................. . ................... STRUCTURAL NOTES SN1 DETAILS S.3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS PALO PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 ........ .. . PRODUCT APPROVAL NUMBERS .,'I CE MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencernerit of any work. The Designer/Engineer are riot 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. c 0 OPENING AT FAM. RM TOWARDS BEDROOM 2 c a OPENING AT MASTER BEDROOM BATHROOM 2 MASTER BATHROOM L -J I L -'J it OPENING AT FOYER TOWARDS BEDROOMS CV M r; Y M QA9 DA ^THA�j � I QA9 OA I I� �I L --.J A S3 �n TYP. U.N.O. (V T ?7'-8° 14'-10" 8. 25 SH -. �. EGRESS BEDROOM 2 8'-0" FLAT CLG. CARPET NOTE: FINISHED WALLS TO BE FLUSH. FIELD VERIFY. 12-14.. - - a" 9,-i n" 2'-0" 1'-4"X1--4„ „L, SH SHAPE CMU COLUMN - -------------------------- X068 BF qj 2668 4 SH.60 N R&S 2468 BE BA 2 -0" FLAT CLG. TILE �aFsz U C .2x6 WALL2668 FURR WALL AS NEEDED FOR TUB UNIT -2" V-4" 3 LANAI 8'-0" FLAT CLG. A.F.F. CD)I - 8068 SGD 35 SH f EGRESS" 00 2$68 , 15'-2.. �n MASTS FAMILY BEDRO,0 - VAULT CLG. VAULT/CLG. CARPET CA�PET _ o VAULT LINE - ; f ------ - - -- -- / ml7 z I - I 00 IW II IZ I¢ --R 2668 - 60" X 42" J � WICI (N1 2068 BF MIRROR SHOWER 8'-0" FLAT CLC. / < - -�(2) U) W jC_A 36'�cZ2t MC _ W w - (_G Q BEDROOM 3 _ OWEL BA _ACC �M. BA. c� A R&S t --WIRE SHELF @ +54" A. F.F. EDGE OF SLAB 8'-0" FLAT CLG, H4 S3 TILE {, �l TYP. 3U.N.O. 2668 = A. A,. 00 0 LVL 2.0E Fb=2950 U) F-0" FLAT CLG. (2) - 1 3/4" X 9 1/4" i LVL 2.0E Fb=2950 ®'� H7 (2) - 1 3/4" X 16" _ O W CARPET - " VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential witli 2009 revisions signed and sealed for the structural portion of this LO N N 0 � M I Ln Mira 0 O ' M CD / DINING N Z BATHROOM 2 MASTER BATHROOM L -J I L -'J it OPENING AT FOYER TOWARDS BEDROOMS CV M r; Y M QA9 DA ^THA�j � I QA9 OA I I� �I L --.J A S3 �n TYP. U.N.O. (V T ?7'-8° 14'-10" 8. 25 SH -. �. EGRESS BEDROOM 2 8'-0" FLAT CLG. CARPET NOTE: FINISHED WALLS TO BE FLUSH. FIELD VERIFY. 12-14.. - - a" 9,-i n" 2'-0" 1'-4"X1--4„ „L, SH SHAPE CMU COLUMN - -------------------------- X068 BF qj 2668 4 SH.60 N R&S 2468 BE BA 2 -0" FLAT CLG. TILE �aFsz U C .2x6 WALL2668 FURR WALL AS NEEDED FOR TUB UNIT -2" V-4" 3 LANAI 8'-0" FLAT CLG. A.F.F. CD)I - 8068 SGD 35 SH f EGRESS" 00 2$68 , 15'-2.. �n MASTS FAMILY BEDRO,0 - VAULT CLG. VAULT/CLG. CARPET CA�PET _ o VAULT LINE - ; f ------ - - -- -- / ml7 z I - I 00 IW II IZ I¢ --R 2668 2668 r - 60" X 42" J � WICI (N1 2068 BF - SHOWER 8'-0" FLAT CLC. / < - -�(2) U) W jC_A 36'�cZ2t MC _ W w - (_G Q BEDROOM 3 _ o _ACC �M. BA. - A R&S _ - - --WIRE SHELF @ +54" A. F.F. EDGE OF SLAB 8'-0" FLAT CLG, H4 S3 TILE - TYP. 3U.N.O. 2668 = A. A,. 00 LVL 2.0E Fb=2950 U) F-0" FLAT CLG. (2) - 1 3/4" X 9 1/4" H6 LVL 2.0E Fb=2950 ®'� H7 (2) - 1 3/4" X 16" _ y *61, W CARPET - " VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential witli 2009 revisions signed and sealed for the structural portion of this LO N N 0 � M °` C7 Ln Mira 0 O ' M CD _ t DINING N Z Ql ti3 J MEN LU CD (U W Ln 10'-0" FLAT CLG. 0< Z G OZ Uj wu-0 o`~' Z 0 z, Q 3068 BE Z O Z CARPET C7GqLu , !Y Ar7 m- P'N' .oR 0 V.'~COr-LLUN V) 6 : O o � a0Z wxUA � r - � 2652 ll.! _ R&S � i C7 w � z a'(ALxr,��� W - -T-9 - -- -'-- 3-3 "� za,r.rna✓. �a ,�.,f.��� �ti ; ; Q W Bch C7wQ�-�fzo0 Lr)lQ-�dW Z Vd 02> LL_ -ov- u Z 2668 r - 60" X 42" J � WICI (N1 2068 BF - SHOWER 8'-0" FLAT CLC. / < - -�(2) U) W jC_A 36'�cZ2t MC _ W w r � ` ATTI� I �-�,1/ (_G Z I -ESS 1 1/ _ 1/2" FLITCH PLATE _ACC �M. BA. - A R&S _ - - --WIRE SHELF @ +54" A. F.F. EDGE OF SLAB 8'-0" FLAT CLG, H4 S3 TILE - TYP. 3U.N.O. 2668 = A. A,. R&S 3 " I w -- ; u _ - ---M),,v� 8.. TLE c M7117.7 2668 EEO] l OOKI� 7 3068 BE p,�/, 101-0" FLAT CLG. I / TILE I N - 5'_1" 3. 34. 61.. '4' SINK W/ 11._0.. r 5_61 -� E -- - - DISP ---- - 00LU -- ,�-- I-- 2868 11'-114.. 0 (1C7 z I z �r LAI - (3)2x4#2 SPF -- I KITCHEN _ _-"-_-_ -- i-� 18-0 FLA,I W_ USP HTTP& - r ---" - - -i-< _ BASE ELEV. °° �� -�- 10'-0" FLAT CLG. i - _ @ S3 - °D I TILE -r - - - B ONLYTOP@ _ __ _ ; . 10'-0" FI F - - REF D = _ T-0" CLG. - BEDROOM 4 ------ TO 7' - A:F.F--- - 5 SH 2868 8'-0" FLAT CLG. a ., •r,d a •a w , N fd A ..2 Y.,Ni4i < ir. ur. nfn^xr C. -- CARPET - -i 3068 1A3 SH EGRESS* r rN __ NRY /q - oo - OTE: FINISHED I 54" r I 1 r _ j SEE (ELEV. �� r> WALLS TO BE FLUSH. t` = - AT TIC FIELD VERIFY. � -- = I -- 35 SH OD ! I - 't' -in" T-0.. BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC I - 60" X 42" �� - SHOWER REMARKS - -�(2) - 2X6 #2 SYP W/ = �`✓> HANSON BOX v- (_G @ 36" A. F. F. I _ 1/2" FLITCH PLATE I I _- - DRYER VENT 777 7 _ - - --WIRE SHELF @ +54" A. F.F. EDGE OF SLAB -- .H.W H4 (2) - 2X12 #2 SYP W/ - 2" BEYOND 1/2" FLITCH PLATE WALL 10'-8" 9'-4" SEE ROOF PLAN FOR BEAM N 4 SIZE & CONNECTIO S 60 - ---------------------------- 6x6 #2 SYP P.T. POST W/ USP PAU66 @ BASE -- (- W/ (12) 16d NAILS & 5/8" DIA. EP DXY - j GARAGE j ANCHOR W/ MIN. 6" EMBEDMENT TYP. @ F-0" FLAT CLG. A.F.F. PORCH COLUMNS - I I I I = I I I I TYP. @ K GARAGE S4 I I I 16X 7 OVERHEAD DOOR I I 10'-8" I. 9'-4" T_ 8H F _ o REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE -FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - 48" x 64" 50' PRODUCT LINE - 48" x 76" HEADER SCHEDULE n +33.4 / -36.2 �� MARK HEADER SIZE REMARKS - -�(2) - 2X6 #2 SYP W/ �J �`✓> 1/2" FLITCH PLATE +29.9 / -37.8 (_G (2) - 2X8 #2 SYP W/ OH H2 1/2" FLITCH PLATE Q) Q)co v U o�oa00 CS (2) - 2X10 #2 SYP W/ o�06 H3 1/2" FLITCH PLATE Z3 H4 (2) - 2X12 #2 SYP W/ O � Ch X N O 6 1/2" FLITCH PLATE r; (2) - 1 3/4" X 11 1/4 00 LVL 2.0E Fb=2950 ,�FN (2) - 1 3/4" X 9 1/4" H6 LVL 2.0E Fb=2950 ®'� H7 (2) - 1 3/4" X 16" Nl i1 � �P� y *61, LVL 2.0E Fb=2950 m - " VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" n +33.4 / -36.2 �� +33.4 / -44.8 +31.9 / -34.7 +31.9 / -41.8 �J +29.9/ -32.3 O +29.9 / -37.8 (_G SN SHT. 120 MPH OH SEE SN SHT. SCALE: %4"=1'-0" General notes 1. If water based ceiling texture material is used, Provide YT gypsum board for 16" O.C. Framing, or 5/8" gypsum board for 24" o.C. Framing. Note %' sag -resistant gypsum board may be used I.L.O. Of 5/8" gypsum. 5/8" type "X" gypsum board must be installed on garage ceiling beneath habitable room(s). 2. R309.1.1 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling front 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 frorn garage into house must be a minimum 13/8" 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 front the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimurrt sound pressure rating of 85 db a at 10 feet. The exit alarm shall produce a continuous audible warning when the door or window are opened. 6. Bathroom exhaust fans rriust 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 riot less than 1/2-inch(12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. 8. R613.2 Window sills In dwelling units, where the opening of an operable window is located more than 72 inches (1829 rnm) 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 nim) shall be fixed or have openings through which a 4-inch-diarneter (102 nim) sphere cannotpass WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. 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 LIVING 1573 S.F. GARAGE 411 S.F. LANAI �✓ a 89 S.F. ENTRY 30 S.F. TOTAL SQ, FT. 2103 S.F. INSULATION RECD. _ LOCATION R -VALUE / TYPE _ EXT CONC WALL R-4.1 HIGH PERM _ EXT FRAME 2 x 4 R- i 1/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT SAVE) GARAGE SEPARATION R -11/R-13 KRAFT FACED (GARAGE / LIVING) NOTE TO TRUSS COMPANY: ALIGN TRUSSES TO ALLOW FOR A.H. TO BE ALIGNED. n 0 u � vi C F- N Q) Q)co v U o�oa00 CS u U) O N o�06 .o Z3 rn ani roLLr) O � Ch X N O 6 Y 00 o Q coto r; 00 ,�FN 6 b•C rF l C ®'� Nl i1 � �P� y *61, N m .11amPipG11 To the best of the engineers knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential witli 2009 revisions signed and sealed for the structural portion of this drawing. 0 � M (V � Ln Mira 0 O C:) j M CD _ t Q Q' O d" N Z Ql ti3 J MEN LU CD (U Ln a.) Ln Z G OZ Uj wu-0 o`~' Z 0 z, Q Z O Z Lr) C7GqLu Z [i W !Y 0- W 010 0 V.'~COr-LLUN V) 6 : O o � a0Z wxUA � r � ll.! w V J w � z a'(ALxr,��� W w00_O� "� vino �. w W C7wQ�-�fzo0 Lr)lQ-�dW Z Vd 02> LL_ -ov- u Z u- ' Booz¢ O •`a¢F w .� U,®0 u_ LU LL SCALE AS NOTED PLOT DATE: 04/26/2011 VERSION NO. 0 1 0`6 NV JOB NO: 11-0539 SHEET NO. GENERAL NOTE 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 2099 TOTAL 504 SQ. INCHES OF S.F. VENTILATION 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 G 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. zo TEXTURED FINISH m �, O c � I- o ° � �[ o 0 fYl N d' U o -,CIL ��.., U Q.O iA o a � rn o rn 0 N G—HY L 1. — �`a/%�'Si'�'`,.^`.'Z,�S^•^1,,.-'- :g '-toy To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida ial witl� Building Code, ResidentZ 2009 revisions signed and coaled for tl�e structural porton of rtris drawing. c'V M ® � O Cn � ® d.i m � � '? ca rn' 2: �r-'L X777 W� u7 4) � U u7 L °z W LMLO -Z � wm��� � Vt-���o zQ¢�¢� 2�?wF'Z O z p a w LTi 1� rl � � V p OV �OFwN ~'aOzCl � w w � � J J LU ►�� wa00� � F z m O !�� O°wOt— ~� w<tc`J ° w O Q ,Q o✓ � z O w � ;;- H SCALE AS NOTED PLOT DATE: 04/26/201 VERSION N0. �o� No: 11-0539 SHEEP NO. 2 - FIBERGLASS SHINGLES I I. _,_ J -�C C x L i i ,l 1 r i — _C C l. r 1 , J 1 _.I _ T I _ J.- �- -� a_ ..� J__ C.- �._ _1 _l ? l T �- — _.0 12 CL C _ 5.0 �- �_ JC_- -=_Jco T.U.M. - _l �- - - - - L�L - - - -_- _� �J� - _ - -- IJ T - - - --� - - -- - - --I - -- -- - --------- T.O.M. 0 00 B Do LFT L VAT 10`6 N tu SCALE: 1/4" T-0" to 4 FIBERGLASS � ffiiWO SHINGLES ` �- _�_ _� L - L I ------------------------------ - - - - -- T.O.P. 12 )� W 5.0� - -- _� _ __ _ CD -_L _l T.O.M. -- - C _ - —� CC -i= T.O.M.--- -- - --- - -- - -- - --- - -- - - -- - -- - -- - -- - -- - - -- - --- - - -- - -- - --- - - - -- --- - - ---- -- -- - - r Y. _, r r r - 6, 1 �, �, 1 O, 9.. 11-01. -- - __ HDR. - ---- -- r� cV _ o r LL zo - TEXTURED FINISH Ll 0) M son _j CD ru F. FL F. FL. t 25 SH RIGHTELEVATIONELEVATIONDETAILS SCALE: 1/4" = 1'-0" SCALE: 3/4" = 1'-0" Ljj FIBERGLASS C -I SHINGLES IIA, I -; T T'A r T A 1 �) T-�-_- IFIBERGLASS lLILI 4 OF RIpGf VENT SHINGLES - i - ] �' -1 _ T.O.P. _l. ,. _ I iLU T_ 12 I 12 LU tD .0 I i , I I T.O.M. ;_ , _ r - T.O.M. T.O.M. - - T.O. --.:- - --- -_ --- --.- - --- - -- - -- --- - -- - - -----�---- ��- - - - �_ _ 1 i -- - -_- - - - - _ V - HDR. IDR. - _ - --- - -- tV OO�OOODa �� se 00 WN L�L ao - - L� Ll TEXTURED FINISH __. __.___ -- - ------- ---J—'-- - j---- F.F F.FL. --------------------------- -- ------ ---- F.FL. FL. s" ���--- _� -- — iiiiiiiiii�iiiiiiiiiiiiiiiiiii - -- -------I----- �------{- ---- ----- ----�------------ _ ----fir -- t� --- - --- -� 6080 SGD 25 SH 35 SH SMOOTH 3068 1A3 SH 16 X 7 OVERHEAD DOOR FINISH 1v06 REAR ELEVATION- FRONTELEVATION - B SCALE: 1/4" = 1'-0" SCALE: 1/4" = V-0" TEXTURED FINISH GEN A L ELECTRICAL NOTES . Optional Overhead Service — 200A P Sarno As Underground Indoor Panel 150 Or 200 Amp Service Center Notes: unless otherwise noted, NEMA 1 1. Electrical outlet heights as measured from finished floor to centered fine of the box to be: 16" 20o AMP g AFF (general) kitchen 44" AFF ETER)AP N 1 0-20Serial Cable bathroorn 39" AFF L_ laundry room 36" AFF NEMA 3R exterior waterproof 12" AFF Powor Co. Feed #4 soba COPPER Ground 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. Intersystem Bonding 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance Termination Per NEC 08, 250.94 518" Galvanized Driven Ground with the national electric code, latest edition, by a licensed electrical contractor who shall be Rods at least 6' apart responsible for the installation & sizing of all electrical, wiring & accessories. Typical 1 50-200 Am Electrical Riser Diagram (Updated 5-20-1 0 5. Smoke detectors shall be in accordance with R313.1 and listed in accordance with UL 217. YP p g P 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF of the branch circuits in all dwelling units per NFPA 70 and the 2008 NEC. THE NFPA 70 - 08, LOCAL CODES AND THE LOCAL POWER CO. 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 2" VTR permitted if each meets the applicable UL standard. 10. Keep all smoke detectors minimurn 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 c 0' soffits is not acceptable. 13. All doors and windows providing direct access frorn the home to the pool shall be equipped with an exit alarm complying with IJL 2017 that has a minimurn 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 rt4 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 v JHNIr the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ARy s�wk� ELECTRICAL KEY PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER OA9 DA WP GFI DISCONNECT II TSA I OA9 OA I ---�� — BEDROOM 2 ROUGH -IN <N �/\> FOR OPT. FAN/LIGHT <�� I� A a, a; BA 2 S.D. lik E ROUGH -IN `���> FOR OPT. /-A FAN/LIGHT > V V BEDROOM 3 IW M — — ,1 LJ V S.D. U f �I -7' / / ROUGH-IW1,\ FOR OPT. FAN/LIGHT > BEDROOM 4 O VW, INSTALL LIGHT ROUGH -IN FOR OPT. FAN/LIGHT WP GFI 1 i � I � II ' II II II FAMILY C.M. � 1 1 ROUGH -IN FOR OPT. / FAN/LIGHT II 1 i� DUPLEX CONVENIENCE OUTLET l DUPLEX OUTLET ABOVE COUNTER 'W. P. WEATHERPROOF DUPLEX OUTLET G. F. 1. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET -- SPECIAL PURPOSE OUTLET V DUPLEX OUTLET IN FLOOR I 220 VOLT OUTLET vi C WALL SWITCH 3 THREE-WAY SWITCH _74 FOUR-WAY SWITCH $R RHEOSTAT SWITCH { CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W WALL MOUNTED INCANDESCENT LIGHT FIXTURE LIG T AS RECESSED INCANDESCENT LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN E a, � TRACK LIGHT I GARAGE FLOURESCENT LIGHT FIXTURE - EXHAUST FAN l EXHAUST FAN/LIGHT COMBINATION DJ ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) LI PUSHBUTTON SWITCH (OPTIONAL) kD) SMOKE DETECTOR CJ SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) I IRRIGATION j TELEPHONE (OPTIONAL) TV TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. \') THERMOSTAT I I I ELECTRIC METER JEW ELECTRIC PANEL wr_j DISCONNECT SWITCH 0 U SUN SPEAKER (OPTIONAL) �y 7 O (JY U ROUGH -IN FOR OPT. CEILING FAN V V specifications comply with tie 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ f ROUGH -IN FOR OPT. CEILING FAN PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER OA9 DA WP GFI DISCONNECT II TSA I OA9 OA I ---�� — BEDROOM 2 ROUGH -IN <N �/\> FOR OPT. FAN/LIGHT <�� I� A a, a; BA 2 S.D. lik E ROUGH -IN `���> FOR OPT. /-A FAN/LIGHT > V V BEDROOM 3 IW M — — ,1 LJ V S.D. U f �I -7' / / ROUGH-IW1,\ FOR OPT. FAN/LIGHT > BEDROOM 4 O VW, INSTALL LIGHT ROUGH -IN FOR OPT. FAN/LIGHT WP GFI 1 i � I � II ' II II II FAMILY C.M. � 1 1 ROUGH -IN FOR OPT. / FAN/LIGHT II 1 i� l I RECEPT. BE ALIGNED GFI VERTICALLY @ 44" 1 -_ = 1 fI A. F. F. r /PC FOR ALARM I I SYSTEM PENDANT AS -- PER SPECS V ,~ E) I 0 vi C 00 Q \ N r I I 5,v0„ 0 00 M 0 U GA AGE i i i S. D. i MASTER//-/--, BEDROOM i i ROUGH -IN FOR OPT. <��> FAN/LIGHT -- _ - I I I I - I - I 1 I I I - e DINING y 00 C_J DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD � 'r - '2af PER SPECS GFKfD OCM 1 NOOK FOYER G I o 1�0 1 IGF� I GFI SWITCH FOR LIGHT AS PER I 7 I DISPOSA j SPECS � 3'-E I I� 2 X 4 FL. \I\ KITCHEN I I GFI 1rOk r, - GFI 0FI6r) GFI 11 NTR-) DBI ; _. LAHTAS(q) WPo- ER 5�('ECS GFI_ ---XENT-RY---- 1 I M. BA, GFI -- \ W.P. —DB & GFI TO U (0 BE ALIGNED GFI VERTICALLY @ 44" 1 -_ = 1 fI A. F. F. r /PC I .H.W � ` _W_ -- W O V � 0 vi C 00 Q oha00o O E O vii [C 0 00 M 0 U GA AGE W 0'C v a) ��� (n LIG T AS > w PER IPECS E a, � f I GARAGE U0 0q - DOOR _ PREWIRE b _ ------------------------------- GARAGE I I IRRIGATION j GFII - o N @ 44" 1 �1 6a U 1-" 7 Jnr C7 I I I A. F. F. I I I I --- COACH LIGHTS OR PREWIRE AS PER SPECS T 0� F• W �O Q Fr U W0� >_m LW, 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. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD - ���� j PER SPECS 11 r :rr ,." SWITCH FOR a S�� t,. DISPOSAL BOOK -- L FI I LIGHT A � - GHI I0- O PER — -� I SPECS = �� o KITCHEN I _ — QN/ GFII& �� GFI �G�I GFI SPEC 3 & 4 KITCHEN SCALE: %a"=1'-0" ELECTRICAL PLAN 4�1 Z � � V � 0 vi C i- N co 0 oha00o O E O vii [C 0 00 M 0 U Ilk AF -0 70 0'C v a) ��� (n 0 ` co a O 0) o 0- CO E a, � Q r; U0 0q rn U b C oq/ o N N �1 6a U 1-" 7 Jnr C7 d .s r Z N I� J <i ,� W « <D LIV u Z 0�cN N Zvi ®C `U °h Z Z` ry 0 U SUN LU U Q O (JY U To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with tie 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. �M N (� 0 6 M O �_ fu ACV �[ N i .�' LU J –j o (a Lr) _ nN LU ,-t G O Z LU LU wLL. 0 wZCt p - P o o Q OO z> i�Z�Z ¢v2¢ z C_ �C,U 0LO 1--11 CL 0V=OV--' D ? V o ID WN ~ 4 O z T-1 C2 � j LUF "o¢ dz0 o Uj Z w O pi__0�u. obO� m 0 j� oaa4zo JLC � � < _j ppF w¢6 z. LU ( ) p0LUzd i da wou-Z!4 `-✓. ?a6S X u a o O Q �! ® T"`i rl s w Lu no Q Z t -i LU I® z W SCALE : AS NOTED PLOT DATE : 04/26/2011 VERSION NO. L06 JOB NO: 11-0539 SHEET NO. CIA9 OA TJA I (]Aq:DA I I L JI 8H GRILL SIZE DUCT SIZE �X6� 7 11 � 301 AIR FLOW I A SCALE: Y4"=1'-0" AN (D c 0) cu N 0 Vc: (u (D 4- oo c L� D A N u U) to n 0 IV',) ry, 0 c 0 m W:tq 1k a M qk Z _0 D ..W. Iu OzN 0 N C) 0) :3 0 00 0-00 0 LO A 11-C .8 -L, c a D. k C:) trgl a+Iz um) p- .0 z 'G "N C:) LL, 04 W W lir. LL U- C, Z z u) Lu C) C)"r In d 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 scaled for the structural portion of this drawing. C) 7-1 L? CN Ln 0 6 t---tU-) Ln UD > no m CD L- (a z 10- 0 -0 p .= N 0 fu LL < zz _C 4-d 0) M Lu C:) U-) (1) Lr) ULo L4 CE 0 Lu LL Lu Lu Z I- LLJ Na n'LL 0 (D 0 Ln W, CL U cl� 0 Lo WrU T-1 0 02 S Lu zoo CLO LLJ X Z JT Ln m ko Lu < < I - WLua z U C) >- U Lu r- ~2 0z 8c, ZF, W Lr) 0 —j Lij z 2 uLu Lu 0 z >- Ln CYX Z LL C, Z z < 0 Lu �<e F - LL u - z UJI > > z 0 0 -SCALE AS NOTED PLOT DATE: 04/26/2011 VERSION NO. 1m06 JOB NO: 11-0539 SHEET NO. 4 gKo (j) N 1%U �Q-11 00 E 1i,!y) 0 IU L 0 � C'4 r 10) C9 c: 0 N V) n QQ -0 7C) Q) c F" gn) P I CIL 0 CO3) :3 00 0 Q- 00 < LO 0 0 A H 8 Do R"4.. • W Z-p 7Z I-A" ipo- Icn ji To the best of the engineer's knowledge and understanding, the structural plan* and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. C) T--1 0 1-� V) U) kD > rl-. C) fy) C) 3W 0 dj Cr? <,—i r AW MCy) -0 Q r, .. (j) ry z> < (- 4-J W C:) (a In Q) Ln Lo T--i z zLLI u.- 0 LUm LU Z [-LZ U-L,) z 0 Z F- x < 0z U 2: < < 7:; LZ' P zz Ln Q9 W r1j �2 aQ o U—:c -U , 8 tor) 0 C'� 0 LU N 0 z (9 T—i ko Ln m to LU 44Z U) Lu 11..ELu z U 0 0 W gi 0 Z ca 2 0 2-1 LU =' . -0� , LU 0 Lr) Z [-�' 00 a Or (I LU 0 0 U C) D I Oe_Z C.) U < U) (Y 2: u- X z 0 C) 2 - T--'LL— Z Z D W > 0 0 :� H LL SCALE AS NOTED PLOT DATE 04/26/2011 VERSION NO. 1® JOB NO: 11-0539 SHEET NO. 5 5 V � vi S✓ F- N -O E '' ago �6 O � 00 O )opo 0 QVE: w ILL (D N 0. 0 Iznik CO CO a to 0 rn � 0 N G 11,N V — W , ��• rr �� r� i F,,�F qr r y* Q �d1 u' •� �� L Aw LL Z 1616 ul O c5 To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with theL007 Florida Building Code, R(ssidcnual wiUrLOU9 revisions signed and sealed for the structural portion of tlris drawing. O r -I q) Z m r > CD M O ® M r , j ---LU W � � � O t'O Lf7 CU Ln r -I �z LU r�i0 LIJ �- t,:,ti W�- - i Q Wt' F-OLZ�U Q Z7-QU�� ��y 4wFq¢Z =�Lu ��"°y /� L1 Lil � 4 e V CL Lo CL J O r� Z 00 p J .s Uj W }� �O 61® ZV LU LU a O Q & LU r00 W O~ �/ ICY='�•ZZ W W O LH Lr) y W WOa-.GQ AcG W `z0 i � LL �aXo� LC. (1-4 -A O W _�__y x Ti LL a<H"4d LL U - SCALE AS NOTED PLOT DATE: 04/26/206 11 VERSION NO. L06 JOB NO: 11-0539 SHEET NO. SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-(1" ON A HORIZONTAL PROJECTION. y� 12'10" �---� 14'10" 1� 12'2" 1� 'SYP. (q }- U.N.O. C w w -"• J1 CJ II II II II II II II II $'-0" ell. II CJ J3 \� A B 3A — — —LL C C C - - J1 J1 CL _ _ _ _ \uwi � - — J7 _ E V 1J II Js II _ 215 II II II CJ3Nf II II II ROP IP II II II II II II J5 H N J5 — CV 1A 1B\—&2) 2.5/12 Vault 1D N q DROP HIPj �E TYP. ,ten U.N.O. 1H 8'-0" Ceil. 10'-0" FLA EILING 8'-0" Ceil. �J 1H TYP. A U.N.O. TYP.JF — _tHIP U.N.O. DRO 1J � T 1 K K7 '-0" FLAT CEILING 2.5/12 S3 "' L - Vault V57B = = 0 = = = TYP. POST TOP @ 8'-0" XX (2) — I' 5/12 U.N.O. _- / r — J5 $ — 10 _ 0' 0" F T CEILIN CJ D1 `0 D1 EJ T D1 CIv— O J3 II II15 — —II II EJRV II II CJ ;� F 5 EJ CJ �� LFIEL RA DOWN CJB THERS 2 L cn E 13 V) -. - - -- L _ CJ1A — — 4D — _ NOTE: ,y 4E cn A O (2� � L ,9 SEE D1 SHEET FOR TYPICAL 4 — — — — ROOF FRAMING DETAILS TYP. TYP. @ 12 4 U.N.O. CORNERS D1 11 4" D1 — TOP OF BM AT — — 12'-5" VERIFY W/ G o ELEV. TYP. @ ENTRY — — D1 4G C0 T � 4H J5 — — CJ 7 =�E= J3 II II II II cJ ; EJ7 - II \✓� J 1 / \� CJ \ - -- A TYP. U.N.O. *--— 10'8" I 9'4" 19'10" 39' 10" ROOFPLAN B_ SCALE: %4"=1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. (� CONNECTOR CAPACITY - FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF _ SYP SPF A HETA20 _ 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2"0) "M5 C 600 535 10-8d RT7A 670 650 10 - 8d X 1 1/2" D H3 455 320 g _ gd RT3 550 475 8 - E META20 1450 7 - lUd x 1 1/2" HTA20-18 1200 1120 1U - 10d X 1 1/2"- F HHETA20 2235 12 - lOd x 1 1/L" G H 10 850 16 - 8d x 1 1/2" RT16A 1030 1030 9-10d X 1 1/2"& 8-10d H MTT28B 4455 4455 24-16d MTS27B 4685 4029 24-16d J HTT22 5'L60 5260 32 - 16d SINKERS HT"i22 5370 4618 32 - 16d K Hb2A 277E 2570 5/8" DIA. BOLTS TD2 3435 2954 - 5/8" DIA. BOLTS _ L �tlQ_ 701Q_ 3/4" DIA. BOLTS -------TD5__-_. .._4180--- 3594 _. 2-.3/4" DIA. BOLTS M 44_-7/8" DIA. BOLTS TD6 _ 6655 5779 3-3/4" DIA, BOLTS N 1165/1115*" 780/$15'* 8 - 10d x 3" JUS26 5101740 440/695 8 - 10d P 1550/3325 *' 1550/2540 ** 20 - 16d x 3 1/2" FHD26 1875/3040 1580/2365 O HUS28_ 220/5970 * 1/05/4510 ** 30 - 16d x 3 1/2" TFIU28 _ 2330/3965 2.015/3430 _ R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 905 _ 14-1Ud S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 905 14-10d --- — T _ MTS20 1000 860 14 - 10d x 1 1/2" MTWLU 1195 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)104 NAILS AND _ LUGT2 _ 1850 1810 (16)104 NAILS AND (5) 1/4" x 3" WEDGE (5) 1/4" x 3" WEDGE BOLTS BOLTS HTS 20 I�diO 1245 24-104 X 1 1/2" HTW20 1530 1315L4-lUd X 1 1/2" SP1 _ 585__ _ 535 10 - lOd SPT22 715 8-10d __ SP2 _1065____ 605 12 - 104 SPT24 895 10- lOd HCP2 6Q5 520 12-104 X 1 1/2" MINIMUM 3" MEMBER "* REACTIONS ARE FOR ROOF LOADS ONLY *'* DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE UN THE OPPOSITE SIDE OFTHE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE "TRUSS. ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.U. NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12®®& LOWER. u DROP HIP �ETA�� Z -U -U MAXIUM SPACING ON VERTICALS OF (B) "TRUSS (+ +) (A) (+) 1 OR 2 PLY CARRIER I 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) iRUSS'FO'fHE TOP CHORDS OF (A) TRUSSES AT EVERY O'FHEFt IN'fERSECfING POINT INTERSECTING POINT TO BE FASTENED WITH'L -1Gd 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 S0. PINE it2 OR J/2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CARRIER � (A) INTERSECTIONS. SPLICING 12 x CON f LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING JOB NO: 11-0539 SHEET NO. ALTERNATE POWERS STEEL LINTEL 6TC 8F8-1B/1T 8F8-0B/1T TYPE DESIGNATION#5 REBAR AT TOP #5REBARAT TOP F =FILLED WITH MIN. (1) REQ'D 'f ` MIN. (1) REQ'D----_ _- ----- -i 1-1/2" CLEAR U U U_° U U _U O U GROUT / U = UNFILLED r, x, s 8RF14-1B/1T8RF14-0B/1T 81`16-1B/1T 81`16-06/1T U. R= RECESSED _ _ CLEAR y„ QTY. OF #5 © @ U C/ Q REBAR a BOTTOM O F U) O 8F20-1B/1T T 81`20-OB/1 T OF LINTEL CAVITY w O O 2F 1 C.M.U. - _ 40 - - - - - - - - �, z GROUT F a J _ (0 p0 JI wnOZ r6 O�Op QUAN I TTY OF a -- U U U _ - - tNOMINAL_ #5 REBARAT m ih n _ _ °' _ _ _ ! #5 REBAR AT BOTTOM OF w ¢ 0 O -, -- _ WIDTH 0 a U i• vt 8RF6-0B/1T - TOP ._ LINTEL CAVITY ow m ra - - - Z ® #5 REBAR AT BOTTOM 0 - NOMINAL o ".'W -BOTTOM REINFORCINGa $ AS INDICATED F a) O HEIGFffPROVIDED IN LINTEL 7-5/8"ACTUAL (VARIES) .. - F O N !L N 8" NOMINAL WIDTH —16 GAUGE POWERS �'' 0 Y N p U, - - STEEL BOXED LINTEL e e Z r -L 0 I) 0 co co U U = = TERIALS POWERS STEEL BOXED LINTEL NOTES (ALT.) F , U to 4 8F20-1 B -2T- - tte precast lintels = 3500 psi. L0 0 Ec prestressed lintels = 6000 psi. ONLY IF NOTED ON LINTEL PLAN routed per ASTM C476 fg = 3000 psi w/ 8F24-1B/1T 8F24-0B/1T "1. Refer to manufacturer's specifications for installation. o Maximum 3/8" aggregate and 8"to 11" slump. Eoncrete masonry units (CMU) per ASTM C90 w/ 2. Contractor to provide proper protection of lintel to prevent rusting. O N u n rnl per net area compressive strength = 1900 psi. 3. If lintel is scratched or damaged refer to Powers Steel for repair. - ` 6tebar Refer to manufacturer's specifications. bar per ASTM A615 Grade 60. 4. Lintel depth to match precast depth. One #5 Bar required at top Prestressln strand er ASTM A416 c rade kms✓, C U 9 p 3 see lintel Ian/details for bottom steel required. ® fi _'• 270 law relaxation. p 9 81`32 OB/1 T 81`32 113/1T " °', °°'^ 7/32 wire per ASTM A510. 5. A bonding agent must be applied to the Steel Box lintels prior to 13 - -- fhortar e S C 0 e applying specifications rn11 per A TM 27 type Mor S. in the cernentitiuos coating. See contractor s ecifica C U. �/ U GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed Joints. 'Ib r`, o in �r . .y - ° • , °°°: • - " ° �, °-'^: _ = 81`40 0B/1T •'�' 2. Shore filled lintels as roqulrod. -- � o U U 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U -Lintels are manufactured with 5-1/2" Ion notches at the ends to accommodate - _ © 8F44 1 B/1 T vertical cell reinforcing and grouting. g LINTEL PLAN NOTES: S. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and _--- longer - Lu U Ion er with a nominal height of 8" meet or exceed U180. I O E USED E D FOR — '�a 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 1 - THIS PLAN IST B 1Z ,o = a, N� . 7132"dlfielda added mfthelintmechanicalanchorage. STRUCTURAL INFORMATION ONLY. M SV A 7. welded to the bottom Cast -in-place concrete may be provided In composite lintel in lieu of concrete 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE masonry units. ASSUMED 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 TO BE 16" MINIMUM DEPTH. W �,�y °'°. °�. • ° �4., = 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. . f., '9 1 w' Tho exterior surface efuntelslnstauedinexterior concrete masonry watisshall have _ 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE `v`�� ,° —r a coating of stucco applied in accordance with ASTM C-926 or other approved LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH coating. _ To the best of the engineer's knowledge and 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) THE ELEVATION DRAWINGS understanding, the structural plans and 8F281B/1T ° U ; ' loads Stroud be(;heekealloadcombine loaAppliedh rz ntallongeq"a>;en: 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER specifications comply with the 2007 Florida 8F28 OB/1T �J Applied vertical load Applied horizontal load Building Code, Residential with 2009 revisions O I I Safe vortical load +Safo horizontal load <1.0 1 ° Q LINTEL HEIGHT. - signed and sealed for the structural portion of this �'/ drawing. SRF3016/1T 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED10 q _ FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED 8RF40013/1T FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. — Q vNM O_ M Qua POWER STEEL LINTEL IS AN ADEQUATE V, %10 h O SUBSTITUTION @ALL LOCATIONS UNLESS — j M CD � NOTED OTHERWISE AT OPENING LOCATION-� r - — °' Bull 2 4-J L d n L `J Di fC5 - LW J LU -� CU Ri Lf1 0) Ln U Ln O 62 WLL _ _Z Co W L F C LL, tY � UIs L L'S U } d O 0 O — - — _ aaD our O z 00 FO o a p W Z ce ti L4 - ori LU 1< LlJy.� J y l I Zv0_' - ILL] W0U 000[ LLA Oc w 0 l z O. ;�; 60 LU Lr) w W 0 0 l7 � W — l "r • g Q w Q r .1 �IS - -- , �J I �wOrLZQ Ln VV - 0 WO u �cLx W LL - W Z - Z ® A. i MIN. O SCALE AS NOTED PLOT DATE: 04/26/2011 VERSION NO. 1006 SOB NO: 11-0539 LINTEL SHEET N0. SCALE: %4"=1'-0" 1 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 4. 1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", 93 BAR 20". 1. 1. 1. ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE 1.1.2. ACI 530-05, ASCE 5/TMS 402-05 & ACI 530.1-05, ASCE 6/TMS 602-05 CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX SPECIFICATIONS FOR MASONRY STRUCTURES. FACE OF THE CONCRETE. 1.1.3. ASTM 0270-01a, C476-01, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2005 EDITION, AND ALL REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED CONSTRUCTION JOINTS WILL BE PERMITTED ACCOMPANYING SUPPLEMENTS. YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC), 2007 EDITION, RECORD. ACCORDANCE WITH THE SPECIFICATIONS AS STATED. (INCLUDING 2009 SUPPLEMENT). DESIGN COVER REQUIREMENTS: 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN C -I -P CONCRETE FORMED AGAINST EARTH: 3" INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. C -1-P CONCRETE EXPOSED TO EXTERIOR: 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE C -1-P CONCRETE NOT EXPOSED: CONTRACTORS DISCRETION. TRUSS PLATE INSTITUTE TRI 1-02. 1.2. DESIGN: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A185-01 1.2.1. ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-05 (STRUCTURAL CONCRETE) 1.2.2. ACI 530-05, ASCE 5/TMS 402-05 & ACI 530.1-05, ASCE 6(TMS 602-05 ACI 530-5 (MASONRY STRUCTURES) FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. SPECIFICATIONS FOR MASONRY STRUCTURES. 4.3.2. 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 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 4.3.4. 1, 2, 6. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC), 2007 EDITION, MINIMUM. (INCLUDING 2009 SUPPLEMENT). 1.3. SHOP DRAWINGS: signed and sealed for the structural portion of this 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS C7 4.3.6. DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM 4.4. STRUCTURAL LUMBER: THE ENGINEER OF RECORD. 4.4.1.1. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO r` z ALL EXTERIOR FRAMING SPF, fb = 675 PSI, E = 1200 Ksi ,THE COMMENCEMENT OF CONSTRUCTION. 4.4.1.2. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A STUD QUALITY OR BETTER FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SHALL BE APA RATED SHEATHING EXP 1 U.N.O. SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 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 rzrz¢c� or< ¢ 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNI I- WEIGHT OF 2x4 PARTITION WALLS: 11 PSF L 2.1.6. UNIT WEIGHT OF 24 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF agUMo,C 2. 1.8. TILE ROOF U X: 0 04 C1 W N TOP CHORD : 15 PSF 4.4.8. BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF 4.4.9. TOP CHORD : 7 PSF � BOTTOM CHORD: 10PSF L0 2.1.10, FLOOR TRUSSES 15 2.2. LIVE LOADS: INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF PER FLORIDA RESIDENTIAL CODE R703.6.2 2.2.2. GARAGE LOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SQUARE METAL TUBING: ASTM A500 -03a, GRADE B Fy = 46Ksi V) 2.2.7. FLOOR TRUSS J LU Cy ¢ZUo W TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF 4.5.3. BOTTOM CHORD (W/O S FORAGE) : 10 PSF (NUN -CONCURRENT) 2.3. RAILING LOADS: FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 2.3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER Uj DIRECTION ON THE RAILING. PRIOR TO INSTALLATION. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD FOR IN THE PLANS ARE A MINIMUM. OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND �-,0W¢ HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. SPECIFICATIONS. 2.3.4. 2.3.1., "2.3.'2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH CONCRETE EMBEDDED']' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO i SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 2007 EDITION, AND CONDUCTED BASED ON A 120 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR T' = 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 I-0 DESIGN: CAST -IN-PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 'l. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORS r 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, f'y = 40 Ksi CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP 4. 1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", 93 BAR 20". 2,500 Psi 2,850 Ksi 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE 0-1-P GROUT 3,000 Psi 3,122 Ksi CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX FACE OF THE CONCRETE. WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. ADDITIONAL CRITERIA. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED CONSTRUCTION JOINTS WILL BE PERMITTED m td U YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN C: RECORD. ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.1.6. DESIGN COVER REQUIREMENTS: EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : C -I -P CONCRETE FORMED AGAINST EARTH: 3" 0 C -1-P CONCRETE EXPOSED TO EXTERIOR: 2" C -1-P CONCRETE NOT EXPOSED: CONTRACTORS DISCRETION. GROUT FILLED MASONRY: lYz„ 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A185-01 �a 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-05 (STRUCTURAL CONCRETE) MASONRY: It ACI 530-5 (MASONRY STRUCTURES) FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.2. CONCRETE: 4.3.2. 4.2.1. CONCRETE TYPE MODULES OF MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP C -1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C -1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi 0-1-P GROUT 3,000 Psi 3,122 Ksi 1. FRG 105.11- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FRC R704- To provide for inspection for termite Infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R320,1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R320.1,2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R320.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R320.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rain f II occurs before vapor retarder placement, retreatment is requires. 9. FRC R320.1.5 - n rete over our Ind mortar along the foundation perimeter must be remove ge�(ore exter or sotreatment. 10. FRC R320.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R320.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC R320.1 -ATI buildings are required to have pre -construction treatment. 13. FRC R320.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R320.3 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade slakes, tub trap boxes, forms, shoring or other cellulose containing material. NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR -A -COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA -C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA -C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA -A, OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL LAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE 0 3G 0 S INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 I R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ('1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY 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. 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 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. BUILDING DATA WIND SPEED 120 MPH WIND IMPORTANCE FACTOR -- (Iw) = 1.0 WIND EXPOSURE -- "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 120 MPH + 33.4 PSF / - 44.8 PSF (END) U.N.O. TYPE: 5B + 33.4 PSF/ -36.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 120 MPH) SINGLE 9x7 +27.6 PSF / -31.2 PSF DOUBLE 160 +26.4 PSF / -29.4 PSF NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW/ NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: THE EOR HAS VERIFIED THAT HEM FIR WOOD STUDS AND FLAT MATERIAL CAN BE SUBSTITUTED FOR SPRUCE PINE FIR LUMBER PROVIDED THE SAME MATERIAL GRADE NUMBER IS USED. ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 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 C CRITERIA. 4.2.3• GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR 0 F N c ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED m td U 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN C: �LL m 0 ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 0 0 0 N p 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 @ 0 MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ 0 CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2004 STANDARDS. 4.3. CONCRETE MASONRY: It 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 II yam. rn 0 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL i1 STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE Prn = 1,500 PSI MINIMUM. understanding, are structural plans and 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE signed and sealed for the structural portion of this drawing. CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED, C7 4.3.6. MORTAR SHALL BE ASTM C270-4 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: �-+ M O ® QJ M r`, 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF, fb = 675 PSI, E = 1200 Ksi (tel L Z r` z ALL EXTERIOR FRAMING SPF, fb = 675 PSI, E = 1200 Ksi J � � LWON 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF, mi T__1 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 L O Z SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4, IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN rzrz¢c� or< ¢ 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 L 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 agUMo,C SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE U X: 0 04 C1 W N ANSI/TPI 1-2002, BCSI 1 - 03 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER � ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST L0 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA RESIDENTIAL CODE R703.6.2 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 01 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53-01, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500 -03a, GRADE B Fy = 46Ksi V) HIGH STRENGTH BOLTS: ASTM A325-94 J LU Cy ¢ZUo W MACHINE BOLTS: GALVANIZED ASTM A307-03 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS Za;� W FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". Lr) 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 Uj PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED r�r w0LL zQ FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS Ln STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND �-,0W¢ O SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED']' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO i L L. INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: SCALE : E = 2,000,000 PSI PLOT DATE : 04/26/2011 VERSION N0, Fb = 2,950 PSI JOB NO: 11-0539 Ft= 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fe = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285P31 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2• FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36136M 01. 4.7.4. STEEL TUBING: ASTM A500 -03a, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FRC 2007 W/ 2009 REVISIONS, RESIDENTIAL SECTIONS R320.1, R320.2, R320.3, & R704. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-00 TERMITE PROTECTION - PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. IF CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRG 105.11- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FRC R704- To provide for inspection for termite Infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R320,1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R320.1,2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R320.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R320.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rain f II occurs before vapor retarder placement, retreatment is requires. 9. FRC R320.1.5 - n rete over our Ind mortar along the foundation perimeter must be remove ge�(ore exter or sotreatment. 10. FRC R320.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R320.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC R320.1 -ATI buildings are required to have pre -construction treatment. 13. FRC R320.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R320.3 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade slakes, tub trap boxes, forms, shoring or other cellulose containing material. NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR -A -COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA -C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA -C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA -A, OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL LAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE 0 3G 0 S INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 I R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ('1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY 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. 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 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. BUILDING DATA WIND SPEED 120 MPH WIND IMPORTANCE FACTOR -- (Iw) = 1.0 WIND EXPOSURE -- "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 120 MPH + 33.4 PSF / - 44.8 PSF (END) U.N.O. TYPE: 5B + 33.4 PSF/ -36.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 120 MPH) SINGLE 9x7 +27.6 PSF / -31.2 PSF DOUBLE 160 +26.4 PSF / -29.4 PSF NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW/ NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: THE EOR HAS VERIFIED THAT HEM FIR WOOD STUDS AND FLAT MATERIAL CAN BE SUBSTITUTED FOR SPRUCE PINE FIR LUMBER PROVIDED THE SAME MATERIAL GRADE NUMBER IS USED. ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. C q) C: vi C 0 F N c 0 0 co 2coa0 o L m td U C: �LL m 0 ra +- 0 0 0 N p N U as o aW 0 v �- 0 17 '� p U il�� It R� l�. (, T, • yam. rn 0 JAMW '7�,� Z` i1 Y'VE !, .°� o"L++ c \0 " ro the best of the engineer's knowledge and understanding, are structural plans and specifications comply with the 2007 Florida Building Code, Residenfial with 2009 revisions signed and sealed for the structural portion of this drawing. C7 t'V M � � O > f. CD �-+ M O ® QJ M r`, r -I r) L d - (tel L Z r` z , 0) (U J J � � LWON Lr) v U mi T__1 L O Z wrci0 LLI Z �a W<ZZ �- vha0 rzrz¢c� or< ¢ T�Giz�-Z L �zor.:w C�! agUMo,C 1®I U X: 0 04 C1 W N i M ZO Z lid � L0 0,111F V) J LU Cy ¢ZUo W w 0 0 0o� 0LLIinm0 o�WL� Za;� W Lr) z©Z U �0W3 $Bo� Uj U r�r w0LL zQ �J rxws0 �QpCI Ln �-,0W¢ O •� Lu �Q� i L L. LL LLJ > O J SCALE : AS NOTED PLOT DATE : 04/26/2011 VERSION N0, L06 JOB NO: 11-0539 SHEET NO. RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5' (1) USP HTW20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. U-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) USP HTW20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING COMPONENT & CLADDING DESIGN PRESSURE USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE (120 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30feet, Importance Factor=1.0) UPLIFT CAPACITY LATERAL CAPACITY ROOF CONNECTOR WALL LATERAL CAPACITY "TRIBUTARY AREA (ft') ZONE 1 ZONE 2 ZONE 3 ZONE 4 HTA•16 1615 ZONE 5 10 20.9 -33.2 20.9 -70.1 20.9 -70.1 36.3 1615 -39.3 590 36.3 -48.6 20 19.0 -32.2 19.0 -63.6 19.0 -63.6 34.6 18-16d & (1) 5/8" A.B. -37.7 4175* 34.6 -54.4 50 16.7 -31.1 16.7 -55.0 16.7 -55.0 32.5 5250* -35.6 32-16d Sinkers & (1) 5/8" ATR 32.5 -41.0 100 14.7 -30.1 14.7 -48.6 14.7 -48.6 30.8 LTS19 -33.9 1195* 30.8 -37.7 125 14.7 -30.1 14.7 -48.6 14.7 -48.6 30.8 -- -33.9 1-7131 30.8 -37.7 NOTES: 1 FOR EFFECTIVE AREAS OR WIND SPEEDS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY 18-10d x 1 1/2" & (1) 5/8" ATR BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 2 "TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE BY MULTIPLYING BY ADJUSTMENT COEFFICIENTS IN TABLE R301.2(3) OF THE FLORIDA RESIDENTIAL CODE 2007 3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING FRAME APPLICATIONS RT7 585 585 170 10-8d x 1 1/2" SURFACES RT•16 1030 1030 645 16-8d x 1 1/2" H10 990 850 525 16-8d x 1 1/2" UPLIFT CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE CONNECTOR UPLIFT CAPACITY LATERAL CAPACITY FASTENERS CONNECTOR UPLIFT CAPACITY LATERAL CAPACITY FASTENERS (S.Y.P. #2) (S.P.F.) (S.Y.P. #2) S.P.F.) MASONRY APPLICATIONS MASONRY APPLICATIONS HTA•16 1615 1585 590 10-10d x 1 1/2" ME-FA16 1450 1247 335 7-10d x 1 1/2" HTA20 1615 1585 590 10-10d x 1 1/2" META20 1450 1247 335 7-10d x 1 1/2" HTT16 4290* 3689* -- 18-16d & (1) 5/8" A.B. HTT16 4175* 3695* -- 18-16d & (1) 5/8" ATR HTT22 .5370* 46.18* -- 32-16d & (1) 5/8" A. B. HTT22 5260* 5250* __ 32-16d Sinkers & (1) 5/8" ATR LUGT2 1850 1850 -- 16-10cl & 5-1/4"x3" Wedge bolts LGT2 2150 1850 -- 16-16d Sinkers & 7- 1/4"x2 1/4" Titen LTS19 1390* 1195* -- 8-10d & (1) 3/4" A.B. LTT19 1350* 1305* Ln O 8-16d Sinkers & (1) 3/4" ATR LTTI31 2825* 2429* -- 18-10d x 1 1/2" & (1) 5/8" A.B. 1-7131 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 1 365 150 10-8d x 1 1/2" RT•16 1030 1030 645 16-8d x 1 1/2" H10 990 850 525 16-8d x 1 1/2" RT16-2 1160 975 410 16-8d x 1 1/2" H10-2 760 655 395 12-10d S PT22 725 623 260 8-1 Gd SPI 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 -- 6-1 Gd x 1 1/2" SPTH4 2150 1849 -- 12-1 Gd x 1 1/2" SPH4 1360 1170 -- 12-10d x 1 1/2" MUGT15 4265 3335 -- 22-10d & (1) 5/8" ATR MGT 3965 3330 -- 22-10d & (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 1235 11'10 -- 14-10d LSTA18 1235 1165 -- 14-10d LSTA24 1235 1235 -- 16-10d LSTA24 1235 1235 -- 18-1 Gd 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 •1.550 1550 -- 20-16d THDH26-2 223.5 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 I- < Q * CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CMU NOTE: DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS. ROOF DIAPHRAGM NAILING SCHEDULE , -PRE-FAB CHIMNEY CAP / FLASHING f=, RIDGE LINE LU J m c� + + + + + + + + + + +_c ++ + + + + + T -+ + I I I I II I I I I I I I I o l I I I I I� I I I I I I I h Ln.`. + fl O SPECS. FOR MINIMUM DISTANCE) � + '♦ / T T 4 F Ec 0rou EACH JOINT TYP. + T cin � CD ttS � U + -0" (TYP.) /---EXTERIOR FINISH 0 d M _y N 0 '�2 U 6.41 C I + + I r` q + T + T + f I = rn ? WHEN CHIMNEY EXCEEDS 6'-0" T+ +TT T+ I I __ I I I I +I+I I I I +I T + + + + + + + + + " rrn + + -I I + + Q '+ T T T T T I - + 4- Z5 T -+ + + T T ¢ J 8)�/�8ir' + To the best of the engineers knowledge and understanding, the structural plans and RIDGE LINE 120 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE 120 MPH3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & '4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE GALV. MTL, FLASHING 0,113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER CRICKET RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER TRUSS TOP CHORD 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 USP HTW20 @ EA. CORNER 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. -DOUBLE 2"x4" BLOCKING 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. SECTION "A -All w/ 1/2" PLYWOOD FLITCH 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. SCALE: 3/4"=1'-0" ATTACH BLOCKING ° TO TRUSSES wl USP USP HTW20 @ EA. CORNER - SLOPE USP MP -34 ANGLE TYPICAL ° PRE-ENGINEERED WOOD TRUSSES MUGT15 TYP. GIRDER TRUSS ° J L. 2X TOP PLATE ° 5/8"0 THRU BOLT ' E -FAB CHIMNEY ASSEMBLY A 2 X B.U.0 USP' MUGT15 TYP. �'-2"X4" @ 16" O.C. MAX. (2) 2"x4" BLOCKING wl PLYWOOD FLITCH TYP. TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL CHIMNEY PLAN SCALE: 3/4"=1'-0" FILL CELL STD. 90° HOOK BOND BEAM LLJ STD. 90° _ _ _ - -CONT. #5 -` CONT. #5 HOOK j BAR BAR #5 CONT. FROM FOUNDATION ;i I`�� - -- -- - - TO HIGHEST I BOND BEAM HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN BOND BEAM STEP SCALE: N.T.S. NOTE: LOCATION OF UPLIFT VALUE SECOND RT16 IS BASED ON l S.P.F. USP RT16 USING 16-8d x1 1/2 NAILS UPLIFT =1030# TYPICAL RT16 INSTALLATION 4" MIN. EMBEDMENT j \ SEE SCHEDULE FOR ° SIZE AND QUANTITY OF FASTENERS ��-- TYPICAL HTA 20-18 / HTA 20 INSTALLATION TYPICAL MTW INSTALLATION TYPICAL HUS INSTALLATION d F? 102S�MIEI 2"x4" BLOCKING (SEE MANUF. Ln.`. USP SPT24 AT - O SPECS. FOR MINIMUM DISTANCE) � u / N V !✓ O Lu F Ec 0rou EACH JOINT TYP. 6O cin � CD ttS � U /---EXTERIOR FINISH 0 d M _y N 0 '�2 U CL C PRE -FAB CHIMNEY r` q (y) 0 BLOCKING @ MID POINT - 15/32" CDX = rn ? WHEN CHIMNEY EXCEEDS 6'-0" PLYWOOD OR �_ = cj / IN HEIGHT , 7/16" OSB F z X o o GALV. METAL - - X1/2" SHEATHING OR O.S.B. A rrn WCL FLASHING Z5 e r 9.R-9 ¢ J 8)�/�8ir' -2"x4" STUDS @ 16" O.C. MAX. RIDGE LINE 120 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE 120 MPH3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & '4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE GALV. MTL, FLASHING 0,113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER CRICKET RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER TRUSS TOP CHORD 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 USP HTW20 @ EA. CORNER 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. -DOUBLE 2"x4" BLOCKING 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. SECTION "A -All w/ 1/2" PLYWOOD FLITCH 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. SCALE: 3/4"=1'-0" ATTACH BLOCKING ° TO TRUSSES wl USP USP HTW20 @ EA. CORNER - SLOPE USP MP -34 ANGLE TYPICAL ° PRE-ENGINEERED WOOD TRUSSES MUGT15 TYP. GIRDER TRUSS ° J L. 2X TOP PLATE ° 5/8"0 THRU BOLT ' E -FAB CHIMNEY ASSEMBLY A 2 X B.U.0 USP' MUGT15 TYP. �'-2"X4" @ 16" O.C. MAX. (2) 2"x4" BLOCKING wl PLYWOOD FLITCH TYP. TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL CHIMNEY PLAN SCALE: 3/4"=1'-0" FILL CELL STD. 90° HOOK BOND BEAM LLJ STD. 90° _ _ _ - -CONT. #5 -` CONT. #5 HOOK j BAR BAR #5 CONT. FROM FOUNDATION ;i I`�� - -- -- - - TO HIGHEST I BOND BEAM HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN BOND BEAM STEP SCALE: N.T.S. NOTE: LOCATION OF UPLIFT VALUE SECOND RT16 IS BASED ON l S.P.F. USP RT16 USING 16-8d x1 1/2 NAILS UPLIFT =1030# TYPICAL RT16 INSTALLATION 4" MIN. EMBEDMENT j \ SEE SCHEDULE FOR ° SIZE AND QUANTITY OF FASTENERS ��-- TYPICAL HTA 20-18 / HTA 20 INSTALLATION TYPICAL MTW INSTALLATION TYPICAL HUS INSTALLATION d F? 102S�MIEI Ln.`. O � u N V !✓ O Lu F Ec 0rou V to O (1)Opp 6O cin � CD ttS � U c ?+= 0 d M _y N 0 '�2 U CL 0 Q o0 r` q (y) 0 �rk,�,�,� , • o / -1y U LU c�g7/ ) ( nz�_ A rrn Z5 e r 9.R-9 L041o G ,a�• J 8)�/�8ir' �3 �4t',A'��' To the best of the engineers knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural pardon of this drawing. CD N Co � � M ®V)O Ln Ln O r -i M ® gjMl� >_ .--i L - �.. f-- > LL (V n z W J LU J p ([3 Im L0 _N � U T -t Wj L LL W LU LU LL 0 LU - gi n_ Zw LU o0' d� � oa6 �> V`- L� i��wl- azo z ri w l -! aa- O V UUG w H 0 z OO N FF--�OzC� LUw J Ln V) I'D 14-- I- < Q w LU H ? a`zUr) Uj a,9ooe V F_ of an 2 V2 zoLU -1 L0 aR_ LLj'-Q-zz Ur - U< .j 0 w u, 0 LL Z � L Q •W Ln !!!!!! 0 N r=1 _joCy w¢ ¢� �- r-1 LJL_ w z 0 H SCALE AS NOTED PLOT DATE: 04/26/2011 VERSION NO. e 0% 6 JOB NO: 11-0539 SHEET NO. (1) LAYER UNDERLAYMENT FOR ROOF PITCH 4:>12 & (2) LAYERS UNDERLAYMENT FOR ROOF III1Irr 4'. ��� PITCH 4:<12. � PRE ENGINEERED WOOD _ v Vi C TRUSS @ 24" O.C. U.N.O. 12 Q� cn 100 HURRICANE ANCHOR @ EACH 'l TRUSS UPLIFT SCHED.) W/ opo 1/2" STRENGTH `-= =rRUSS (SEE (TYP.) VARIES METAL PL. UNDER EA. TRUSS paw 5/8"OR HIGH TRUSS BOOM CHORD OR 2x4 BLOCKING BOTTOM CHORD OR 2x4 BLOCKING W/ 5/8"OR 1/2" HIGH STRENGTH TT %" GYP. TYPE "X" `. W/ 2-16d TOE NAILS EACH END LL (U.N.O.) (OR @ @ 2-16d TOE NAILS @ EACH END "X" MOISTURE BARRIER _1 ..�. U U.N.O. OR %" GYP. TYPE GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT SEE UPLIFT SCHEDULE FOR UPLIFT INSULATION BAFFL �ROOF COVERING 7/16" O.S.B. MIN. SEE ROOF _- [_ NAILING SCHEDULE ON SHT. 8"x8"x16" NOMINAL BLOCK WITH CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 WHEN S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW TRUSS ALIGNED WITH STUD BELOW TOP PLATE S.P.F. DOUBLE -- SN1 -- 3/8" MORTAR BETWEEN COURSES TOP PLATE USP SPT24 � ELEV. VARIES L J CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 5/8" OR 1/2" HIGH P_ \: ALUMINUM DRIP 1/2" CDX PLYWOOD OR 7116" O.S.B. CONNECTOR _- STRENGTH CEILING EDGE ALUMINUM FASCIA BOARD PER CODE (OR 5/8":\�U� - _- - - -- SHEATHING REQ'D. FOR ALL 1 ROW 2x BLOCKING @ MID HGT. FOR WALL O (1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS — HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH GYP. TYPE "X" @ GARAGE FOR WALL HGT. > T-6". FOR WALL HGT. > 8'-6". W/A HABITABLE ROOM - - N•0. 2x SUB FASCIA ABOVE) W/DRYWALL 12" VENTILATED _ __ _ __-_._ _ 8"x4"x16" NOMINAL 3/8" MORTAR BETWEEN SHEATHING Wl 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN } INSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD " SCREWS @ 7" O.C. SOFFIT CEILING & 8" O.C. WALLS - BLOCK WITH 3/8" I SLAB & BLOCK --:_.---=----- USP SPT22 CONNECTOR USP SPT22 CONNECTOR 5/811° x 1011 11J11 BOLT @ 24" O.C. W! 5/811° x 1011 11 JII BOLT @ 24" O.C. W!— 11 11 1. 8 x8 X16 KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. MORTAR BETWEEN =_ COURSES CUT TO . 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) 1/2"x12" TITEN HD 24" BOTTOM (ALT: 1/2"x12" TITEN HD @ 24" CHART ON FLOOR SLOPE. s`' ELEV. 0'-0" (ALT: @ 2x P.T. PLATE 2x P.T. BOTTOM PLATE FILLED SOLID W/GROUT PLAN _- _ _ _., - �{l A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR „ 1 x6W1.4xW1.4 ti 6x6W1.4xW1.4 2 @ 24" O.C.) 1x2 P.T. HORIZONTAL .. ELEV. -0-41/2 _ _._ c� @ 24 O.C.) 211 WWF OR FIBERMESH WWF OR FIBERMESH NAILER 8" C.M.U. TYPICAL A.F.F. . ELEV. -0'-3 1/2" 3 1/2"MIN. 3 1/2" MIN. , STD. 90 -HOOK (SEE DETAIL) TYPE IISII MORTAR I , , ,: „n A.F.F. o ° O o ° < .., � 2x4 CONT. tL I' 11 p. - I=I I 1=I 11=1= 31/2"(min. - 4 / I -' • "min. - 1/2 ( ) 411 ) _ _z 1 - I—I 1=� = 3 C31/2"—III—III ❑ q•jM� I, (min.) - 4j'" III -1 ! III III— 31/2"(min.) 4" III I I ARCHITECTURAL " GARAGE DEPTH VARIES — r --, - _ r�rn-_ -) I =1 I =_III - =1 _ n. -�-� ; I=1 I- III III III I I I I I I 111 11' III -III I III-III=1 I I=III III -1 i 1 I FINISH ® ry _ , I- =1 I -LI =1 I=1 I I I ,1 � 1- '' 1x2 PT WD FURRING @ 24" O.C._/(2) - I IIII—III—III I I 1 1 1 I I I I—III I I I #5 CONT.All (2) #5 CONT. 411 1.411 Qll 1 4 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. MIN, U.N.O. MIN. CELLS (SEE U.N.O. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEPrcC FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" SCALE: 3/4"-1'•'0" S3 S3 r 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH oz wu�-O FILLED CELL TYPICAL uj uj z /N`\NUo�s J MIN. 2500 PSI CONC. SLAB c� AT GARAGE CONTRACTOR MIN PSI MAY VARY PER - �0gzo0 ' C,o VO oSECJ� 0a S¢a TO CUT BLOCK OR POUR � 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING = � � Z. A z C7zpkaW ,� Qc5.��E r MUNICIPALITY. CURB DUE TO SLOPE NAILED W/ 8d COMMON NAILS @ 4" O/C T-1 x� 00 V1 0 W N �aozo CONCRETE SLAB W/ 6X6 a NOTE:EXTEt•JD 2x S.P.F. STUDS @ 16" O.C. — BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. W1.4XW1.4 WWF OR - "FIBERMESH" DECO FINISH 4" to 6" 2x STUD LOAD BEARING OR --- - - SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ `MSM \�..,,�/ aoN��N — (1) ROW 2x BLOCKING @MID HGT. BELOW GRADE ul (2) ROWS OF 2x BLOCKING @ VV c _ , - EXTERIOR WALL �s 8' C.M.U. THIRD POINTS T 2x STUDS @ 16' O/C / FOR WALL HGT. � 8'-6". (2 NOTE: ... N _ ------ _._ ;; _..._ r,_._,,,,,. ° P Z 1 x P.T. STUD �N SOLATION PER CHART ON FLOOR PLAN Lu ROWS 2x BLOCKING @ 3rd PTS SEE SECTION C/S3 FOR P I' _ r� III=III= I �n -' ° .'9 ' `� . . D 1 A G oo 6 MIL VAPOR III- .D =III I =m= z -r � / #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/33 FOR ANCHOR f 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/TOTAL THICKNESS 7/8 OVER MEAL LATH. FIRST Z LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL FOR WALL HGT. % $'-6". ADDITIONAL INFORMATION 1/2 GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 518"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3116" Wo� V) USP SPT22 CONNECTOR BARRIER II p i'D V =III - N BOLT INFO. @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"� EXPANSION BOLT @24 " O.G. _ COMP. SOIL. III _ -I { — (COMPACTED TO 95% -11 11=111=1 I I-_ 1= (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR e (6)1/4"x31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ - SP SPT22 @ EA. STUD 2X P.T. PLATE 6L � 2x P.T. PLATE WI 7" EMBEDMENT (MIN. ,HEAR SPACE ANCHOR 3500#, MIN. TENSION 2600#) III - III - I I 1=III=I I _ _III Lu �a_jauP 6 x 6 W1.4 x W1.4 WWF OR f 20" MIN. LAP P Q O$w Q� MODIFIED PROCTOR ASTM D1557) USP SPT22 TYP. - SPACED EVENLY \ iti FIBERMESH WEEP SCREED INSTALLED #5 REINFORCING BAR -- __ w BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 END OF 2" x PLATE -� WWF OR FIBERMESH - 2x P.T. PLATE ® �U-)� l V J LY Y rL 3" MIN. CLR. 2 #5 REBAR CONT. O •. •: ASSUMED FINISHED P � PER MANUF.#3 OR #4 REINFORCING BAR MIN. F -40ks1 U � D• .• 411 11411 STD. 90 HOOK (SEE ON 3 CHAIRS TYP. I I' I GRADE __ = = P . P cwt I :: -...._---.--------_-.-.._..._---a-._.--...._..... , P .p _ z #3 & #4 LAP SPLICE _ DETAIL U.N.O. ) MONO OR STEMWALL z " M 1 __ _' o,.. P FINISH GRADE 25' MIN. LAP _ —I 11=III—I—� 1 1 1 1=III—!II— z' TYPICAL WALL SECTION A FOOTING MONO SHOWN - FOR CLARITY - I I_ _ _ III -1 -III �,� 6 MIL VAPOR BARRIER I ! 1 !- _ - I IEE I I-IIla I -I. _ I_ r 1 -III -III- I I -I P • - III I=1 I=! I I-1 = = l 1 III = - - - _ 11 _ 1 11 ^ SCALE: 3/4 - 1-0{l r rl I -T-T :> .. - f! .. r I I,_ , ' "I - - - -: I- , I 1=1 I ! I I ° ' I �-- -III--III=III=III=, _ _ z 1 1 1 I_I I I=1 I I -III r- #5 REINFORCING BAR R 17/$" - _ - _ I !I i I -III -I I !=III I =III 11=1 I I-1 III I I I_I I I -III III -III I I L- - #5 coNT. -I I ISI I 1-1 11- I NOTE: +• L -; I -1 I' --:.III 1 I' :� _ *FOR BEARING WALL I I I I ! .I ; I . � I I I I- III . COMP. SOIL. (COMPACTED TO -I I -° - III -III -III -1 I 1=► I I � II I II � I I I_I � 1=1 I #5 LAP SPLICE 3s"MIN. LAP (2) ON 3' CHAIRS � 11 1 (TYP.) 8" 1'-4 8' (1) ROW 2x BLOCKING Cu) MID W/ UPLIFT ONLY _- -- _-_ _. --, -_ _ - _._ ___ _ III 95% MODIFIED PROCTOR ASTM �= I I=III-III=III-� I-III=1111 I' 1011 2x #2 SPF STUDS @16' O.C. W/ (2) 1 1 HGT. FOR WALL HGT. < 8-6'. 2 - O ROWS 2x BLOCKING @ 3rd PTS _ I - III--' ' 1 I III III 1=_ 1=_t i _=1' -1 1 ! ! --I I I =1 11= I I- -I 1-_ 1 I- 1 I ! I _III L. III -I i I - 1 I ! I III-! !-III-I ! ! D1557) - I,—I i I -I i,-, i I -III 4" 1'-4" III-� 11- I, #6 REINFORCING BAR #5 STD. 90 HOOK 16dTOENAILST& B FOR WALL HGT. ?8'-6"• 1 I I III 11 IIIII„III T.L 1 I j ! #6 LAP SPLICE TYPICAL INTERIOR BEARING 1/2” GYP. WB GARAGE SIDE IF FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING("_E� REBAR DETAILS F WALL W/ UPLIFT rG (MIN.) @ z SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: SCALE: 3/4"=1'-0" S3 APPLICABLE. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 3/4"=1'-0" "3,)SCALE: N.T.S. S3 2x P.T. PLATE- 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & SLAB INFORMATION. SLAB INFORMATION. @ 6" MAX FROM END OF 2 x PLATE CHAIRSCONT 3" - \ 6 x 6 W1.4 x W1.4 m (TYPON WWF OR FIBERMESH III-11 ° P P". 11I=1I1 1II II1 III=1 I=1 I I 1 I I III -III -III-' WWF R FIBERMESH 3 1/2"(min.)- 4" - y ° a 6. GRACE 11=1 I -III -III III -III -III -III --- -_ =1 I I -I 1=1 P' 11=1 11=III-1 1-1 ' ''-1 11-1_�J _ -W ! 1_I-IILlll-111=111-111- 1=1 I I-1 11=1 I I --I I I- ' -1 ! I- "1=11 I -I 11=1 -III I! I 1=1 I I I I=1 11-1 11-1 11-' '_ - I I, I I I•.I I I- I I- 11-I 11= 11=1 11=1 I I-1 i 11-1 I If I Ef 11=1 I I -III -I 11=1 11=1 I'- -1 I .711 I=1 11=1 11=1 I I- III_11-=_1 I I 1-11, I ,- -III_IIIII -1 =1 I I I I I I I-1 I I I I I„ •I I- ' -' 1= 4111 118, IIIII�IIIII�IIIII�llll11III- MIN. TYPICAL INTERIOR BEARING TYPICAL - 1/2" GYP. BD. P.T. 2x TYPICAL THICKENED SLAB EDGE rL WALL W/OUT UPLIFT (a (a /HOLD GYP. BD. , . 2 1l2" FROM SLAB SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S301-01,'- CONT. BEAD SEALANT FOR ADDITIONAL SLAB -¢ INFORMATION. BLOCK WALL BEYOND INTERIOR 2X STUDS @ 24" O.C. U.N.O. EXPANSION JOINT 3 1/2" �\ VARIES MASONRY WALL AND '< 1 OPT: DEPRESS SLAB 5 / DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND 131 O.H.D.RECESS E = `l - GARAGE 1 1!2 RECESS FOR 6 x 6 W1.4 x W1.4 _ PAD FOOTING CONCRETE SLAB—� f CONCRETE NAILS W 1 1/2' =1/2" GYPSUM WALLBOARD U.N.O. S.G.D. (U.N.O.) WWF OR FIBERMESH N M 8" MASONRY WALL --___ �. EXTEND FILL CELLS 14" O.H.D. RECESS - z_ M N • . A•:� :: •• •, .. ----.-.-"--�-..`.._�.-+R..-..:.;._,.�. EMBEDMENT 12" O.C. W/ DRYWALL SCREWS @ 8"O.C• @ STAGGERED, FROM BOTTOM INSULATION PER CHART TO FOUNDATION PAD - ' a j -I(V •• PAVERS • , , ; . 4 , ; :, a . .• I`' ° --1 CONT. FOOTING STEEL MAT REINFORCING. c I- '`'-_=- -_ - °;�'`-°^;. ° - _ -,- ..�• - = =1 I 1 I 1-_1 1= • , . • _ ! I-� ! I PLATE TO CONCRETE ON FLOOR PLAN „ _ (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT - - - a ° -_ - . 4 1 ! r z TENSION 120#) CONCRETE 111 � GRAD E r . • rr=rn=rr_ rr-r =111=1 ! .: • I I I= -I—III—,IIII 6x6W14 14 ;, — _ X Yv . N 1 .: � `� _ I I— — W ;. .., ___ III- _ _-_ • :. �'' r _ 111=111 = .III—I I I_I — a c �- �, WWF OR FIBERMESH �., N N III 1 I' M 4. — 1 I Z =—/.;. :1 1= w o i'! I..- W O 111 (n W r.. z _ X111=III—� V. 411 11 °� —I LI I I III_ — I e n _ d _ - _J rr —Illllil �, ®_ _ LL � I _ ..., ..• I=1II III-� =111= 1 !-I I SEE A/S3 OR J/S6 III 111111-1! III- 6MILVAPORI !'I BARRIER '; .I' _I I - I I,,,II,,rIIIr-,I!! �I SEE A/S3/J/S6 4" VA - 811 ? L "� 'FOOTING v 111 -_- i I, I=1h! FOR REINF. INFO. 3 MIN. CLEARANCE 1'-4" STORY) - FOR REINF. INFO. OPTION I ! ;-BEYOND PAD REINFORCEMENT -/3 SEE A/S3 OR J/S6 1 IEE I1 1/111111 1 Ii (1 MIN. CLEARANCE (SEE SCHEDULE) I III!- V-8" 2 ST RY ( ) 4�� 4�� SEE TYP. WALL SECTION FOR ADDITIONAL FOOTING WIDTH FOR REINF. INFO. 3" MIN. CLEARANCE SLAB INFORMATION. SEE SCHEDULE 1' 4" (1 STOR )/ 1' 8" (1 STORY w/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS KT� INTERIOR WALL SLAB STEP NON-BRG. (�K SLAB STEP & RECESS S.G.D. rM PATIO COLUMN FTG. DETAIL N 1'18" (2 STOR ) SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'4" S3 SCALE: 3/4"=1'-0" S3 SCALE: N.T.S.",)3 GARAGE DOOR SLAB RECESS( J., ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ^L` Wrn III1Irr 4'. ��� � tv _ v Vi C F- N Q� cn 100 v V) opo o Vii paw a� LL N ..�. U Y Q- 0 0 aw Q i; Lo 0 rn 't O L J c x c XP Do IPI A L a N cg-4 rp G(r--�tiw� bsa Y6 r J"' 1111 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 M N c,� O o > r-, co ❑ q•jM� 7 C) AV ^N 1 Z 4-a � ra W ® ry Ln (1) In U In oz wu�-O uj uj z J �0gzo0 0a S¢a � = � � Z. A z C7zpkaW r T-1 00 V1 0 W N �aozo Luz ce s ul Lu 44Z Wo� V) w � Lu000� I,— >�-/- o�W�� z zryd=Lu 6L � L Lu �a_jauP ••r U-1 l Tl P Q O$w Q� ,• l,J , ua„orLz� 0. LOapz< ® �U-)� l V J LY Y rL Lu z Z 0 a SCALE : AS NOTED PLOT DATE : 04/26/2011 VERSION NO. L06 JOB NO: 11-0539 SHEET NO. FOR CLEAN-OUT - @ 8 O.C. OR 4d - DRYWALL NAILS MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK - WALL IS 1 1/2" MAXIMUM - DOUBLE 2x TOP EXTENSION FROM EXTERIOR PLATE FACE OF BLOCK WALL IS 2 1/4" - INTERIO WALL �-- TO DRAIN --_� 2x BLOCKING @EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE EXTERIOR TO BLOCKING WALL CLEAN-OUT A WALL --(2) 2x HEADER SCALE: N.T.S. "4,) PER PLAN R ; Ct • VENT OR 2ND FLOOR SOLID AREAS ARE STEEL AND GROUT DOOR OPENING ❑ ❑ ❑ A ----- DOOR OPENING —z- ❑ ❑ ❑ ❑ ❑ ❑ SEE TYPICAL WALL SECTION FIT 1/2" MINIMUM CEMENT FINISH - TYPICAL C.M.U. WALL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE 12 PRE-ENGINEERED WOOD "TRUSSES @ 24" OIC (TYP.) SEE ELEV. `UPLIFT STUDS @ 16" O.C. W/ 3/4" FURRING STRIPS COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE z CONNECTOR SEE SCHEDULE) REQ'OENAILS STANDARD 3" DIA. TEE - WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. DOUBLE 2" x4” S.P.F. TOP PLATE 2 x 6 (MIN.) FRAME THREADED 3„ DIA. EXTENSION -\ 1/2" GYPSUM BOARD t++— STUD W/ (3) 10d NAILSi `'= WALL HEADER DETAIL SCREW OFF CAP (3" DIA.) --� W/ DRYWALL SCREWS7 518" $" 7 5/8" 8" 7 5/8" g" --� `__� 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS FOR CLEAN-OUT - @ 8 O.C. OR 4d - DRYWALL NAILS MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK - WALL IS 1 1/2" MAXIMUM - DOUBLE 2x TOP EXTENSION FROM EXTERIOR PLATE FACE OF BLOCK WALL IS 2 1/4" - INTERIO WALL �-- TO DRAIN --_� 2x BLOCKING @EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE EXTERIOR TO BLOCKING WALL CLEAN-OUT A WALL --(2) 2x HEADER SCALE: N.T.S. "4,) PER PLAN R ; Ct ❑ SOLID AREAS ARE STEEL AND GROUT DOOR OPENING ❑ ❑ ❑ A ----- DOOR OPENING —z- ❑ ❑ ❑ ❑ ❑ ❑ ❑ FIT -' 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER SOLID AREAS ARE _• ;_< _ 1/8" THICK. STEEL AND GROUT CRICKET AS REQUIRED FULL 8x8x16 BLOCK USP SPT24 @ EA. STUD J` - DOOR OPENING CL 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" 0/C EDGES & 8" BLOCKING (T ) O/C FIELD - 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP -� _.,. OU LE x NO. OF JACKS & STUDS TOP PLATE CARRIER/GIRDER TRUSS 2x BOTTOM PLATE W/ (1) 10d @ 8" 2" x 6" WALL 1ST COARSE 2ND COARSE 3RD COARSE SIZE — TRUSS ABOVE A VARIES O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE STUDS STUDS @ 16" O.C. W/ REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE EA END REQ'OENAILS SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. USP HTA20 @ EA. STUD ----- _ _ 2 x 6 (MIN.) FRAME MANUFACTURER. t++— STUD W/ (3) 10d NAILSi MOISTURE BARRIER � _- -� MAIN SPAN ROOF TRUSS WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D _ UPLIFT CONNECTOR SCALE: N.T.S. 54 SCALE: N.T.S. 54• 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT SQ (3) (3) (2) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK (2) USP LSTA30 12(TYP)SEE TYPICAL WALL SECTION B Do SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C VERTICAL JAM -77- "- ar ALT. KNEEWALL ABOVE MASONRY WALL DETAIL(�E Z i� UPLIFT CONNECTOR 5/8 DIA. x 8 J -BOLTS AT 6-3/4", 41-3/4", 71 , AND 96-318' ABOVE GARAGE (SEE SCHEDULE ) D B 2 4 SPF #2 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W! (1) #5 FOR CONCRETE PLACEMENT To the best of the engineer's knowledge and FLOOR. ALL J -BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) SCALE: N.T.S• �� _.,. OU LE x NO. OF JACKS & STUDS TOP PLATE OPENING ? . 2x S.P.F. STUDS @ 16" O.C. --.-_ -_ SINGLE 2x CONT. TOP 2" x 6" WALL PLATE W/ (2) 12d INTO SIZE — TRUSS ABOVE A STUDS T 2x CLOSURE WALL W/ STUDS STUDS @ 16" O.C. W/ T&B USP SPT24 @ EA. STUD (AS EA END REQ'OENAILS EA END 2x BLOCKING @ MID �— 1'-4' POINT EVERY OTHER _ (2) t++— STUD W/ (3) 10d NAILSi g, STD. 90 HOOK 8"_ LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION CRICKET AS REQUIRED I _- 4'- 9' SINGLE 2x CONT. BASE ---_- _- ! - -- PLATE W/ (2) 12d TO i ----- TRUSS BELOW -- 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 2"x BUILT-UP COLUMN DOOR STOP �-� SEE PLAN FOR MORE INFO w � ����TOP SPLICE � �� � a MOLDING ` \ • 'L ROWS 10d @ 3„ O.C. (14 18-10d NAILS 2x TOP PLATE GARAGE ` ' '� NAILS TOTAL) EA. SIDE OF .� 2q SPLICE STAGGERED 2-16d NAILS @ 24” O.C. OR DOOR cZ EQUAL TO TRUSS BOTTOM `' L x 6 P.T. 1�-.��.-� . ` ;,t ``. � 5/8"DiA. X 12" EPDXIED ATR CHORD OR BLOCKING ( W/ MIN. 8" EMBEDMENT M/Ni � ``.' *MAX 5/8" 5/8" W/ 5/8" W.A. W/ �C 2x STUD @ 24" G' OSS 10d @ 8" 0/C 5 1/2" MIN. EMBED O.C. MAX.FC q PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. DOOR TRACK - 0 -� UPLIFT= 4290# (SPF / SYP #2) REINF. INFO. PLATE TO CONCRETE fit//MOUNTING ANGLE \ , BLOCKING (TYP.) NOTES:NOTE: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS BOTTOM SPLIC 1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE OVER STUD 1/2" EXTERIOR GRADE SHEATHING FOR BEAM DEPTH 22"PROVIDE A 4" x 4" INSPECTION AT LEAST 4'-0" LONG. TYPICAL NOTE: , FASTENED TO TRUSSES WITH 8d COMMON TYPICAL INTERIOR NON - WIRE NAILS @ 4" 0/C BOUNDARIES 6" O/C ___ = PORT EDGES & 8" O/C FIELD @EACH VERTICAL REBAR &DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL J i TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAI! M USP HTT16 rN USP SPT22 @ EA. STUD _ �,� VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED i PROPERLY. SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS 14 2x P.T. PLATE _ . ROOF TRUSS �J SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS 5/8" x 1U" "J" BOLT @ 24" OIC MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT USP C REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. F FLOOR PLAN. AND FILLED SOLID W/GROUT - MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY rG 1 #5 VERT. IN CONC. FILLED CELL W/ -- SCALE: N.T.S. STD. 90^ HOOK IN K.O. BLOCK 54 KNEE WALL ABOVE MASONRY WALL DETAIL rF SCALE: N.T.S. 5L HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END QJ 1'-4' (1) (2) _ g, STD. 90 HOOK 8"_ LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION (1) USP LSTA30 4'- 9' (2) -- - �i i ----- I[__ -- (3) (3) (2) (3) (2) USP LSTA30 N•C •B •U •L Is 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 2"x BUILT-UP COLUMN DOOR STOP �-� SEE PLAN FOR MORE INFO w � ����TOP SPLICE � �� � a MOLDING ` \ • 'L ROWS 10d @ 3„ O.C. (14 18-10d NAILS 2x TOP PLATE GARAGE ` ' '� NAILS TOTAL) EA. SIDE OF .� 2q SPLICE STAGGERED 2-16d NAILS @ 24” O.C. OR DOOR cZ EQUAL TO TRUSS BOTTOM `' L x 6 P.T. 1�-.��.-� . ` ;,t ``. � 5/8"DiA. X 12" EPDXIED ATR CHORD OR BLOCKING ( W/ MIN. 8" EMBEDMENT M/Ni � ``.' *MAX 5/8" 5/8" W/ 5/8" W.A. W/ �C 2x STUD @ 24" G' OSS 10d @ 8" 0/C 5 1/2" MIN. EMBED O.C. MAX.FC q PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. DOOR TRACK - 0 -� UPLIFT= 4290# (SPF / SYP #2) REINF. INFO. PLATE TO CONCRETE fit//MOUNTING ANGLE \ , BLOCKING (TYP.) NOTES:NOTE: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS BOTTOM SPLIC 1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE OVER STUD 1/2" EXTERIOR GRADE SHEATHING FOR BEAM DEPTH 22"PROVIDE A 4" x 4" INSPECTION AT LEAST 4'-0" LONG. TYPICAL NOTE: , FASTENED TO TRUSSES WITH 8d COMMON TYPICAL INTERIOR NON - WIRE NAILS @ 4" 0/C BOUNDARIES 6" O/C ___ = PORT EDGES & 8" O/C FIELD @EACH VERTICAL REBAR &DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL J i TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAI! M USP HTT16 rN USP SPT22 @ EA. STUD _ �,� VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED i PROPERLY. SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS 14 2x P.T. PLATE _ . ROOF TRUSS �J SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS 5/8" x 1U" "J" BOLT @ 24" OIC MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT USP C REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. F FLOOR PLAN. AND FILLED SOLID W/GROUT - MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY rG 1 #5 VERT. IN CONC. FILLED CELL W/ -- SCALE: N.T.S. STD. 90^ HOOK IN K.O. BLOCK 54 KNEE WALL ABOVE MASONRY WALL DETAIL rF SCALE: N.T.S. 5L HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END QJ 1'-4' (1) (2) (1) (2) (1) USP LSTA30 4'- 9' (2) (3) (2) (2) (1) USP LSTA30 91-16, (3) (3) (2) (3) (2) USP LSTA30 USP SPT4 SPT24-� USP SPT4- SPT24 USP SPT4 ROOF TRUSS ABOVE 2X TOP PLATE OVERLAPPING 2X BLOCKING 2X STUDS @ 24" O.C. ✓L— --5/8"x10" "J" BOLT NAILED @ 24" O.C. MAX. INTO 10d NAILS @ 6" (2) 16d TOE NAILS MIN. (2) PER TRANSOM STAGGERED EA. BLOCKING BOTTOM PLATE //'TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION AA/S1 WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE SECTION CREATE A SOLID BASE FOR ** HOLD DOWN CONNECTIONS PLATE AND BBlS1 FOR <a 2X8 WALL ABOVE 1/2"X9 1/2" PLYWOOD ADDITIONAL DETAILS ENTRY BLOCK WALL ABOVE. NOT REQUIRED @ BEARING USP SPT22 SCRAP MATERIAL—\ � WALLS NOTED WITHOUT UPLIFT K.O. BLOCK W/(1) - SEE FLOOR PLAN NOTES FOR @ - USP SPT4 #5 CONT. & REQUIRED CONNECTION RECESS USP SPT4 USP SPT4 MAX r T FILLED LINTEL 518"X1 0" J -BOLTS A��hW 2 -ROWS 12d NAILS STAGGERED 2X P•T. PLATE _ - @ 2'-0" O.C. FORM CREATES CONCRETE RECESS TO 3@R 2" O/C EACH FACE OR 12d NAILS STAGGERED MASONRY WALL 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW ` @ 12" O/C FOR 2"x10" OR q 2X8 P.T. BOTTOM P TE FOR WATER SHED. 2x CRIPPLESG E HEADER /� \ @ ��R ATERH A R �> KEEP STIFFENER BACK FROM SIDES ENOUGH 16' O.C. W/ (2) 12d UB TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. USPC (MIN. (2) PER BOTTOM PLATE) (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY USP SPT4 SPT24 USP SPT4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END (2) 2x HEADER SEE PLAN MOUNTING BASE NOT SHOWN MOUNTING BASE SHOWN 10d NAILS @ 8" CS PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)4 INTERIOR HEADER 10d NAILS @ 4" 10d NAILS FOR CLARITY SEE DETAIL IN POSITION K/S4 _ GARAGE ENTRY FORM DETAIL O/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) STAGGERED A STAGGERED ONLY 12d TOENAILS. f_ - TRANSOM FRAMING SEAT FOR BLOCK IS POURED ► EXTERIOR HEADERS ` ::. 0 0 IN PLACE CONCRETE 2x6 MOUNTING BASE SCALE: N.T.S. DOUBLE 2x 1) 2x SILL PLATE W/ 2 NAILED INTO I BEYOND. CRIPPLE STUD ( ( ) GARAGE DOOR---___ TRACK MOUNTING BRACKET TYPICAL U N O.) 12d TOENAILS. OPENING TRANSOM / GARAGE FLOOR SLAB 8x8x16 C.M.U. ( L- ' � LARGER THAN 4 ft (2) 2x FRAMING PLYWOOD TROWEL FINISH SEE \ o E SHEATHING SILL PLATE W/ MP3 CLIPS TRANSOM FRAMING PLYWOOD FASTENED TO TRUSSES GENERAL NOTES GARAGE DOOR ROLLERGARAGE DOOR TRACK EACH SIDE SEE SECTION AA/S1 AND WITH 8d COMMON WIRE NAILS @ 4" S4 SLOPE FORWARD' - CONNECTION ASSEMBLY BB/S1 FOR ADDITIONAL O/C BOUNDARIES 6" O/C EDGES FOR DRAINAGE GARAGE FLOOR �2x STUDS TYP. DETAILS TRAVEL DIRECTION OF & 8" 0/C FIELD R i USP HTT16 TYP. U.N.O. SEE N/S4 GARAGE DOOR ** USP PLYWOOD HOLD DOWN CONNECTIONS SPT22 SHEATHING - OpFOOh, NOT REQUIRED @ BEARING MASONRY— P WALLS NOTED WITHOUT UPLIFT RECESS USP WALL BELOW 5/8"X10" J -BOLTS @ 24" O.C. �,. MOUNTING BASE DETAIL N \ LINTEL SPT4 USP MAX. (MIN. (2) PER BOTTOM / ` SPT4 PLATE) SCALE: N.T.S. � � � SEE PLAN FOR FOOTING 1'I BOTTOM OF MOUNTING B E P.T. BOT. PLATE ALTERNATE: DIMENSIONS POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED 2X8 P.T. BOTTOM 5/8" DIA. ATR EPDXIED FOR GARAGE DOOR AND WATER GARAGE FLOOR. PLATE MIN. 6" INTO BOND BEAM GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL ® E E T Q � FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. 54 PARTIAL INTERIOR ELEVATION 54 @ SCALE: N.T.S. 5/8"x1U" "J" BOLTS 24" O.C. MAX. "4,) SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. a lot (Ln- rr, QJ o mo 0 00 o in oma E o V CC ED 0 5_ W0 (y)W LL V! rCS v= Cm X 0YNO q) U I-- CL (D a :3D (j)Q� 1 II; 0 0 N•C •B •U •L Is B Do a,'•�I E ar y (N* Z i� ' � + �." 1133 To the best of the engineer's knowledge and understandingI the structural plans and specifications comply with the 2007 Florida Building Code, Residential wide 2009 revisions signed and sealed for tlio structural portion of tliis drawing. '- M c'V M z N Ln c� IAM t i>r M O 7 TV �a an Q (v Q I- > LL n L J --� O (a U') WJ- z LU mzz aN W ¢ W H LL a O�¢O�q H ~ Z L7 L q o: w a t V O J D- D200 F 0F- O t— W N T--i::) f-WOL v U J F— J j z U n 'U 2'4 H~am O �woa�?z r¢- 0O ISI Qwgp � U �0Lb w U LLJ wILL) !�QOC �aX0z0 Id ® � �oWa ¢ a W ~ LL u - CL SCALE AS NOTED PLOT DATE : 04/26/2011 VERSION NO. 1m06 JOB No: 11-0539 SHEET NO. SEE STRUCTURAL 2x4 BLOCKING--, 2x4 "T" BLOCKING SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES AND BACKNAIL W/ 2 16d NAILS @ 48" O.C. � 16d NAIL NAILING SCHEDULE FOR 2"x4" OUTLOOKER NAILING SCHEDULE FOR — O SCHEDULE FOR "L" BRACE SHEATHING DETAIL • ���Q��+\ USP RT16 OR EQUAL SHEATHING DETAIL 2x4 OUTLOOKER 24" ATTACHED WI 24" O.C. SHEATHING DETAIL EA. OUTLOOKER @ 2"x4" KER OAL -SEE BACKNAIL W/ 2 ` TOP CHORD" -- 2x4 OUTLOOKER 10d NAILS @ 4" � BLOCKING FOR /.. ELEVATIONS) _ SEE STRUCTURALS @ 24" 0/C O.C. TYPICAL FIRST FOUR 45' ± 24" MAX. \ 2X4 CONT"LO RACE TOP CORD BLOCKING — USP RT16 OR EQUAL @ NOTES AND NAILING 16d NAILS TOP CORD ROWS OF TOP CORD BLOCKING a5°± FASTENED W/ (2) 10d FOR FIRST FOUR ROWS 4" MAX. EA. OUTLOOKER SCHEDULE FOR BLOCKING FOR GABLE TRUSS WEB TRUSSES @ USP RT16 OR FOR FIRST FOUR / SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS 11 " 3"@ 24 O/C. CMID OF TRUSSES @ EDGES DOUBLE L BRACING DETAIL 5 EDGES OF 2x4 CRO BRACE EQUAL @ EA. ROWS OF TRUSSES @ EQUAL @ EA. OF TRUSSES SHEATHING APPROX. 8" FROM �• OUTLOOKER EDGES OF HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE TYPICAL @ RIDGE FASTENED AT SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 2x4 CROSS BRACE APPROX. A x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF SCALE: N.T.S. S5 "L" BRACE TO EXTEND EXTEND @LEAST 90% OF USP 8" FROM RIDGE FASTENED AT APPROX. $" FROM SHEATHING TYP. 48" O.C. EACH JOINT W/ (3) 10d \ AT LEAST 90% OF WEB @ 8'-0" O/C. RIDGE FASTENED AT 2x4 "T" BLOCKING MAX. & (2)10d TOE NAILS @ \ 2x4 CROSS BRACE WEB LENGTH & NOTCH @ SPT4 @ EA. EACH JOINT W/ (2) 10d & (2) A BRACE TO EXTEND LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END EACH JOINT W/ E LE LEAST EE A WEB 2x4 BLOCKING @ - EA. END @ 4$" O.C. \ 10d & 2) 10d TOE 2x6 P.T. - GABLE TRUSS RIDGE FASTENED AT TABLE) ( LENGTH (SEE TABLE) 48' O.C. EACH JOINT FASTENED T USP E) WITH 8-8d 2X6 FRAMED WALL - SEE NAILS @ EA. END GABLE TRUSS "L" BRACE ATTACHED— 16d NAIL SILL 112" CDX PLYWOOD OR \ WALL SECTION FOR SPACING 1/2" CDX PLYWOOD OR W/ 10d NAILS 4" O.C. 7/16" OSB SHEATHING & (2)10d TOE NAILS @ r- FROM LEDGER TP 2x4 PANEL BLOCKING @ \ EA. END BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING TYPICAL \ \ \ ATTACHED W/ 10d \ ATTACHED W/ 10d NAILS NAILS @ 6" O.C. EDGES GYPSUM WALLBOARD - — GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF \, AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. O. 6" O.C. EDGES AND 12" GABLE TRUSS WEB 1/2' CDX PLYWOOD OR .. AND 12" O.C. FIELD END TYP. TOP & \ O.C. FIELD n �� - 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING BOTTOM ATTACHED (2)16dNAILS SINGLE L BRACING DETAIL 6 THROUGH CHORD CORD ATTACHED W/ (2) 16-d TOENAILS ATTACHED W/ 10d NAILS (2) 16d NAILS W/ (2) 16-d TOENAILS 2x4 "T" ON TOP OF PANEL 55 INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING - SCALE: N.T.S. O.C. FOR THE FIRST 4 ROWS BLOCKING, FASTEN WITH 2x4 "T" ON TOP OF PANEL BLOCKING,P ( SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD ( ) 7 WEEP SCREED _ _ 10dx3" @ 4" O/C DIAPHRAGM FASTEN WITH 10dx3" @ 4" O/C SPACED - 2"x6" P.T. SILL NOTCH "L" BRACE HERE OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL BLOCKING INSTALLED PER MANUF. @ @ 48" O.C. 5l$" x 10" "J" BOLT @ 48" O.C. TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH USP HGA10 @ 36" 48" O/C MOISTURE BARRIER WEEP SCREED WI (2) 16-d TOENAILS 10dx3" @ 4" O/C - O.C. GABLE TRUSS USP HTA20 OR EQ. @ 6'-0" O.G. TYPICAL. INSTALLED PER MANUF. 5/8"x 10" "J" BOLT @ 3'2" O.C. MINIMUM 6" FROM ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" 2x4 LEDGER (MATCH BOTTOM DBL. TOP TRUSS VERTICAL PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER MOISTURE BARRIER PLATE STUD WALL -- USP HTA20 @ EA. TRUSS 0/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF FkDJACENT (SEE TYP. SEC.) 2 2"x8" "L" BRACE VERT. WEB (24" 0/C MAX.) W/7-10dxl 1/2" AND TO MASONRY WI (3) 3/16"x 21/4" TRUSS) USP SPT24 @ EACH STUD FASTENED WITH (3) NOTE: IF EMBEDDED 'TAPCONS' 16d PER SIDE STRAP MISSED VERTICAL SECTION 1 SECTION 2 SECTION(f3 SECTION 4 WEB; USE SCALE: N.T.S. 55 SCALE: N.T.S. 55 SCALE: N.T.S. 55 SCISSOR GABLE 'tT" BRACE MSTAM36 ON OUTSIDE SCALE: N.T.S. SCJ AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'4" MAX BACKNAIL W/ (Z) 2x4 OUTLOOKER 8d @ 6"OIC 2 x 4 BLOCKING W/(2) 10d "X" BRACE SEE DET. J/S51 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. REFER TO SECTION ri @ SEE STRUCTURAL 24" O/C 1A ON SHEET S5,1 r, _ _ NOTES AND NAILING 16d NAILS TOP CORD WOOD TRUSSES TOE NAILS @EACH END @ FOR X -BRACING, AND N 124" O/C (TYP) SCHEDULE FOR �- BLOCKING FOR USP HGAM10 W/ (4) TOP CHORD (000 00 SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS 1/4"x1-3/4" WEDGE BLOCKING INFORMATION - r, EQUAL @ EA. OF TRUSSES @ %BOLTS & (4) SDS 1/4" 1 1 1 ' 1/_ 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF x 1 1/2" SCREWS WOOD TRUSSES i" co APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING jEACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.G. ON TOP OF 1 112 1 �2" 10d & (2) 10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END _ -- -- TRUSS SPANS \ GABLE TRUSS z �j 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" aw ATTACHED W/ 2 -16d Ui 48" NEO/C FOR THE 2 16d NAILS OSB SHEATHING ATTACHED BRACING W/(3) 10d x 3" @ s AT EA. TRUSS JOINT @ • () • EACH CONN. 24 O/C - (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 10d NAILS @ 6 O.C. @ 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. EDGES AND 12" O.C. FIELD USP HGAM10 W/(4) -3/16"x1-3/4" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL WEDGE BOLTS & (4) SDS 1/4" x 1 — MOISTURE BARRIER 0/C W/ 2 -16d END TYP. TOP & \ JACK TRUSS TOENAILS 6 EA. END NOTES: BOTTOM ATTACHED \SEE PLAN FOR 1/2" SCREWS BOND BEAM 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4 -PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL W/ (2) 16-d TOENAILS \ �_ rCONNEC TION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3 -PLY) MASONRY WALL _.Y I l l - ri C NOTE: _NL ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5 -PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL j _; I ARCHITECTURAL FINISH 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP &BOTTOM CHORD OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3 -PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ . CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ ND SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2) 12d TOENAILS l THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO S S_ 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF EXT. WALL CONN. NON - LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. NON LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING)�� ., ;� D SECTION y — BEARING LOCATION (UNEVEN CLC.) REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" 55 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8_'� E ADDITIONAL INFORMATION. SCALE: N.T.S.SCALE: N.T.S. "5,) SEE TYP. WALL SECTION FOR SCALE: N.T.S. AS PER BCSI 1-03 SCALE: N.T.S. SrOS5ADDITIONAL INFORMATION. USS 2"x4" OUTLOOKER @ 24" — 12 \/- %�' O.C. W/ (2) 10d PER JOINT 6.9 MAX. MINIMUM 2x OVERLAP TRUSS BRACING \� CROSS BRACING\ PRE-ENGINEERED — AT LEAST TWO TRUSS SPACES 6" OVERLAP SEE PLAN FOR I_ \ WOOD TRUSSES-- (10dx3" OIC @ \ LOCATIONS) TOENAIL 6" 0/C �\\W/ (2) 16d 'TYPICAL RUNNERS (2) 16d PER NAILS JOINT I� "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" - T-0" 3'-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING uQ � w 0 N vi E v It c0 o oh0C00 �_ T3 U N o 0 o �. o c �L.C9m rO E o � 7 Q 00 0 ¢ o � Q 0 v c> .— <L LU w w z z IfJ O RM CCID 0 v U Y7 m o o � JU g o To the best of tim engineer's knowledge and understanding, the structural plans and o � Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. cV (.,) z ;% � Yi ® ( U) ri C NOTE: _NL ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5 -PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL j _; I ARCHITECTURAL FINISH 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP &BOTTOM CHORD OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3 -PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ . CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ ND SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2) 12d TOENAILS l THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO S S_ 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF EXT. WALL CONN. NON - LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. NON LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING)�� ., ;� D SECTION y — BEARING LOCATION (UNEVEN CLC.) REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" 55 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8_'� E ADDITIONAL INFORMATION. SCALE: N.T.S.SCALE: N.T.S. "5,) SEE TYP. WALL SECTION FOR SCALE: N.T.S. AS PER BCSI 1-03 SCALE: N.T.S. SrOS5ADDITIONAL INFORMATION. USS 2"x4" OUTLOOKER @ 24" — 12 \/- %�' O.C. W/ (2) 10d PER JOINT 6.9 MAX. MINIMUM 2x OVERLAP TRUSS BRACING \� CROSS BRACING\ PRE-ENGINEERED — AT LEAST TWO TRUSS SPACES 6" OVERLAP SEE PLAN FOR I_ \ WOOD TRUSSES-- (10dx3" OIC @ \ LOCATIONS) TOENAIL 6" 0/C �\\W/ (2) 16d 'TYPICAL RUNNERS (2) 16d PER NAILS JOINT I� "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" - T-0" 3'-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING 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) CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 ALTERNATE NON -DROP MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING NOTE. GABLE END DETAIL 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING SCALE: N.T.S. BRACE TO EXTEND FULL HEIGHT OF GABLE. SCISSOR TRUSS CROSS BRACING DETAIL J TRUSS BRACING OVERLAP DETAIL rM 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. SCALE: N.T.S. 55 SCALE: N.T.S. 3) SEE 6/S5 FOR MORE INFO. W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS 1 GABLE TRUSS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION � 4 \ „L BRACE W/ 10d @ 4" O.C. 12 12 / / (SEE SCHEDULE FOR SIZE 6.9 AND LOCATION) 6.9 MAX. 1" BRACE W/ 10d @ 4" 0/C 5 (SEE SCHEDULE FOR SIZE --- ------ S5 - - AND LOCATION) - .� - - GABLE TRUSS 55 S5 • Ir n, I,I II n II (I - -__ ---_ - - - - �- �'--- IF - --- - - -T- ------ i - -- ----ti ---- i, S5 12 \DOUBLE TOP PLATE 6.9 MAX. 2X4 LEDGER �-USP LSTA 18 -----��--STUDS @19" O.C. r CONT. BEARING - - CONT. BEARING USP HGA10 (TYP.) DBL. TOP PLATE STUDS@16"O.C• USP SPT24 HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL @ EACH STUD GABLE END BRACING DETAIL GABLE END BRACING DETAIL SCALE: 3/4"=1'-0" MEAN WALL HEIGHT UP TO 30' -0" -SEE STRUCTURAL NOTES SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION FOR WIND SPEED SPECIFICATION END JACK 11'-0" MAX. O 4 uQ � C: 0 N vi E v It c0 o oh0C00 �_ T3 U N o 0 o LU o c �L.C9m rO E CORNERJACK NIEMEN A U 7 Q 00 0 ¢ LO � Q T LU z z IfJ O RM U Y7 m —4% JU g o To the best of tim 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 S5 12 \DOUBLE TOP PLATE 6.9 MAX. 2X4 LEDGER �-USP LSTA 18 -----��--STUDS @19" O.C. r CONT. BEARING - - CONT. BEARING USP HGA10 (TYP.) DBL. TOP PLATE STUDS@16"O.C• USP SPT24 HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL @ EACH STUD GABLE END BRACING DETAIL GABLE END BRACING DETAIL SCALE: 3/4"=1'-0" MEAN WALL HEIGHT UP TO 30' -0" -SEE STRUCTURAL NOTES SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION FOR WIND SPEED SPECIFICATION O 4 uQ � C: 0 N vi E v It c0 o oh0C00 �_ T3 U N o 0 o -0 o c �L.C9m rO E L Co Qi OYao NIEMEN A U 7 Q 00 0 ¢ LO � w -- 0 kD z IfJ RM Y7 m —4% JU g o To the best of tim 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. cV (.,) z ;% � Yi ® ( U) 1` a m C:) b �(yn 7 � C-0L} Ol Q1 p d- '= ., n A-- � NON 4-Jz z z 0) J W ---1 CD fa Ln Q) V U r-1 � o Woo �! UA Uo-2 wzt Ga Z z H (Y a O zQ } p a v� wr—z J TI T -i a 040 a 0 iO O 0 W N aOGO Z T__1 ��� CY) - V) LUQ W F LTJ LU �7 1—Nzm L -• � O0, w ol-- CY LU LU C7w0<OO 1— ¢ LL.< Iq— w C`r3 LLJ O >>aa0 W Ori2L1j Z LL 0.¢w ¢~LL rI U_ LL LU > 0 a IZ-t SCALE AS NOTED PLOT DATE: 04/26/2011 VERSION NO. -A 1006 JOB NO: 11-0539 SHEET NO. FOR CONN. DETAILS 1 X 4 FOR CONN. DETAILS / 1 X 4 �, 1 X4 3/16"0 X 3" LONG FURRING ; ; FURRING 3-1/4" LONG X 3/16"0 ,�' FURRING TAPCONS 3116"� X 3-1/2" LONG '' TAPCON. INTO STAGGERED 16"APCONS STAGGERED 2X8 BLOCK(a) SPACING @ 1X8 P.T.PTSTAGGERED @ 16" O.C. 1X8 PER MANUFACTURE �� DETAIL O.C. 2 -ROWS INTO 2 -ROWS INTO MASONRY THROUGH 1-1/211 DETAIL MASONRY THROUGH 3" DETAIL 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 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 2" EDGE DIST. TO SHT, SDW2-K1 T-�- CONN. DETAILS------- TO SHT. SDW2-K1 FOR CONN. DETAILS �%' 1 X 4 FOR CONN. DETAILS % / 10d @ 12 O.C.--� FURRING 2X8 P.T. WITH 3/16"X3" 2X8 P.T. LONG TAPCONS 2X8 2x P.T. AS REQ'D STAGGERED @ 16" O.C. 2x DETAIL 2 1/4" DETAIL 2 -ROWS INTO MASONRY 3-1/4" DETAIL #5 REBAR (TYP) (T 3/4" PLYWOOD DECKING GLUED // I> DOOR JAMB (REFER 1 X 4 F11/2" DRYWALL TO SHT. SDW2-K1 DOOR JAMB REFER 1X4 1/2" DRYWALL ( TO SHT. SDW2-K1 FOR CONN. DETAILS ;. ,! �,,� �j; , I #5 REBAR (T (TY UNACCEPTABLE INSTALLTION MAX. 8" DO NOT DO THIS PROPER INSTALLATION 2"x [iOT. PLATE W/ (2) 1Ud @ 6" O.C. ' 1X4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO SHT SDW2-K'1 FOR CONN. DETAILS 1 X 4 FOR CONN. DETAILS / 1 X 4 �, 1 X4 3/16"0 X 3" LONG FURRING ; ; FURRING 3-1/4" LONG X 3/16"0 ,�' FURRING TAPCONS 3116"� X 3-1/2" LONG '' TAPCON. INTO STAGGERED 16"APCONS STAGGERED 2X8 BLOCK(a) SPACING @ 1X8 P.T.PTSTAGGERED @ 16" O.C. 1X8 PER MANUFACTURE �� DETAIL O.C. 2 -ROWS INTO 2 -ROWS INTO MASONRY THROUGH 1-1/211 DETAIL MASONRY THROUGH 3" DETAIL 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 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 2" EDGE DIST. TO SHT, SDW2-K1 T-�- CONN. DETAILS------- TO SHT. SDW2-K1 FOR CONN. DETAILS �%' 1 X 4 FOR CONN. DETAILS % / 10d @ 12 O.C.--� FURRING 2X8 P.T. WITH 3/16"X3" 2X8 P.T. LONG TAPCONS 2X8 2x P.T. AS REQ'D STAGGERED @ 16" O.C. 2x DETAIL 2 1/4" DETAIL 2 -ROWS INTO MASONRY 3-1/4" DETAIL #5 REBAR (TYP) (T 3/4" PLYWOOD DECKING GLUED // I> I #5 REBAR (T (TY N — STD. 90^ H00 n FILL SOLID — N V C `O BOTH CELLS O omo0 vii � JIL , VL11111 °� N �LLm ani ru µ _ `, , � uwhg ` M No o w O 00 ;s 'Q to o rn � Q 1®tW -.- M e°i. • ' tlr P �d NOTCH WEB AT THE F c .-s +5A rr z 5 m a� � cU z 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 TD. 90° HOOK (TYP.) ROWS STAGGERED K (TYP.) _l ' 2x BAND JOIST W/ FACE NAIL METAL SEAT PLATE 10d @ TOP & BTTM CHORD, NOTE: AND (8) FACE NAILS 10d @ LAP SHEATHING TO TRUSS VERT. WEB :10/, L BOTTOM OF BAND JOIST TYPICAL +2,. NOTC (c� FIRST COURSE — USP HGAM10 @ 12" U.C. W/4 -SDS 1/4x1 1/2" 1— SCREWS INTO BAND JOIST & (4) 3/16"xl-3/4" WEDGE BOLTS INTO K.O. BLOCK IRST 2 COURSES BUILDOUT @OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN Vr-- SCALE: N.T.S. SS FILLED CELL INSTALLATION SCALE: N.T.S. H RETROFIT FOR MISSING EMBEDDED STRAP SS SEE TYP. 2 -STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK — SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON 1 1/4" MIN. A_A =1890 # FOR 2 STRAPS FILL DW/COURSES EMBEDMENT INTO BLK.) 1/4" MAX :y. SOLID W/GROUT r 2'-0" g" 1 -PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING _ SOLID BLKG. AT TOP BTWN, _ ARCH BLKG. &BUCK ---__ 1/4" x 31/4" TAPCONS USP RT16M W/ (8) NA11 NAILS & (6) 4' x 24" BLOCK HEADER TAPCONS (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 1/'Z" DRYWALL -- - - `j __ * � ,� - - I 1 10d NAILS x 1' NAILS AND .. 8d NAILS AT 8" O.C. AT BUCK f I (4) 4" X 1 4" WEDGE BOLTS [ (1) STRAP = 1225 # , 2 x 8 451 DIAGONAL (4)104 NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION (2) STRAPS 2450#J) TO BE INSTALLED FOR OVERHANGS BETWEEN OVER 1 1/2' A 7/16" OSB BOND BEAM OR CAST CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK — ARCH PANEL CUT HOLE IN O.S.B. FOR ---_ _ IN PLACE BEAM FURTHER INSTRUCTIONS. SCRIBE (NOTCH) POLY -CELL IN THIS AREA *< `2 x 8 45 DIAGONAL BRACE AT EA. • A .y ( FACE OF ARCH W/( 3) 10d NAILS BACKSIDE TO FIT ARCH - (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. AT EA. END RETROFIT TRUSS DETAIL OVERHANG N.T.S. • INSTALL WDW. SCREW ANCHOR) 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB At . ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANGfA INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF DETAIL (NTS) 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 11/2" 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. NOTE: FOR OVERHANGS LESS THAN 3/8" - NO REPAIR REQ'D. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%z" WOOD 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY ` / ___ k p� TO TRUSS TOP CHORD 10d NAILS @ 8" O.C. _FRygN TWALL USE (3) 114" X 31/2" TAPCONS AT 16" ARCH DETAIL ri+ - __ <EN 1'-0" 5'-0" SCALE: N.T.S, �,!js O.C. 12 + + O'%H PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE "-- _ + - -- _ TRUSS COMPANY OR PLAN - + + _ 2x6 #2 SYP @ 24" O.C. - +- +- INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION ----___- -+ + -___ BLOCKING AS WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B B ROOF SHEATHING ATTACHED + __ REQUIRED PER NAILING SCHEDULE ALL --- TO SUPPORT EMBEDMENT INTO K.) ` - +- -- ° o - #5 BAR 1/4' MAX TRUSS _ SOFFIT e BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2 0 8 (5) -12d NAILS -� _} p h 9V H , I �. ° ° A N TOP CENTERED W/ Q 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP ° EACH TRUSS __ _'-'-'-'-"-'-'-'- P � � KNOCKOUT/ N 8d NAILS 8" O.G. AT BUCK ��'-_ -� CHAIR BLOCK - -\ 2 x 8 VERT. W/ (Z) lOd - CONNECTOR - — _ PROVIDE 2x - MONO FOOTING NAILS AT EA. END ° PROVIDE 2 x 8 DIAG. BRACE BTWN, —_�__ `- -_ PROVIDE (2) MIN. CONT. W/ (3) - SIZE AND REINF. PER PLAN - -A VERT. BRACES WHEN HGT. OF - TAPCON AT EA. SIDE 12d NAILS C`` BUCK- 1 WITHIN 4" SEE LINTEL AND SECTION DETAILS BRACE EXCEEDS 24" -_ _� -_ - O JACK TRUSS PROVIDED BY SCHED.° LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 7 Is BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH CLE:A.N FILL / . 2 x 8 VERT. BRAC . ° #2 SYP @ 24" O.C. ENTER SO IT DIRT TO BE INSTALLED r ° Y 4'-0" MAX SEE PLAN PRECAST LINTEL STANDARD o BUILT UP PLWD. BUCK- -`-� 90` HOOK N SCRIBE (NOTCH) BACKSIDE �- 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN TO FIT ARCH CONNECT W/ �.. IF TRUSSES USED) W/ (2) #6 X 4'/s" WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4'MAX. OF ARC RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") . INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. -STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K SECTION @ENTRY L SECTION @ ROOF EXTENSIONrM REINF. PERLAN AND STEMWALL 13-13 MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: N.T.S.SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS 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 AT LEAST 2 HOURS BEFORE PLACING MORTAR. EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK, MAINTAIN A UNIFORM JOINT WIDTH OF 318" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND SET BARRIN E TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR DRILL 3/4"X6" IEPDXY MIN. HOLE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS f % CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR f W.W.M. AT PERIMETER STUDS W! (18) - COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION STUDS & (1) 5!88"" DIA. ALL NAILS TO RE - } #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) (1) #5 BARS CONT. THREAD ROD EPDXIED W/ z PER ANCHOR OCCURS EXISTING BOND BEAM TOP WITH MIN. 3" SIMPSON "SET" EPDXY MIN. o IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACINGREINFORCING COVER 6'_0 5" EMBEDMENT & 3" MIN. U) SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER I F.F. EDGE DISTANCE < FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. \ COURSE) EXPANSION STRIP o 9 _ NON SHRINK GROUT, LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE : . THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL __ P - w a A REINFORCING AS FOLLOWS: -SEALANT I I-III-III=III=III=III U 1 _ _ _ _ < *LL I1=III=III=III=III=1I1- PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. °:;:`: `'':V.: y ';`;` ,;��•;. ��' =. g I -III -III -1 I I—' � ,—, , � � � � * PRESS PANEL REINFORCING INTO PLACE. _ _ _ #5X6' EMBEDDED INTO <; 6"MIN. LAP SPLICE W/ P ° I i—I I—I I- _ EXISTING FOOTING 2-#5X6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL i `.; ` ti'. "'` i -I I -I I ; in •� �•::'•:.`';:,�';;:,,•,•:.;'/ REINFORCING PANEL FILLED CELL SMOOTH. DO NO FURROW....... P III—III=I N .' DRILL 3/4"X6" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT/ ' y " ` '` /' f'•'' ;; :•.; I I I—� II I- SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. ;• ; GRADE e. o —� 6" MIN. LAP � � °• �� �� ;�'';A O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST ;,:: SPLICE NOTE: REMAIN FREE OF MORTAR. _z \�' ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g • p \` ` 4„ TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ (2) #5 REBAR. MIN. 3" \ TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE I1 ` WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) *(110 mph FASTEST WIND =130 mph, 3 SEC. GUST. FRC TABLE R301.2.1.3) 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN *(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FBC TABLE 1606.1.6.1) EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = 1'-0" SCALE: 3/4 -1-0' ion FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. I> N n N V C `O F 0o Q�co O omo0 vii � mNd'U °� C Q) �LLm ani ru µ _ > 1 0 14 N-14 Q � uwhg ` M No o w O 00 ;s 'Q to o rn � Q 1®tW -.- e°i. • ' tlr P �d Vy 0��i �• 1�--7 c .-s 9 �i rr z 5 m a� � cU z "p, o, a•a N• Y�cG O Q 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) N M M Z,aQ)_'M O z3 6 M P" O Q QjMt`. 7 N O �zr u- i',- < < Z � J Ln QJ L U T"I Q 2 0 w E 7 LU W mzz�� Vp0 Op p z< 0 zr¢vLn = �¢ A z,, z N �� z LLI WcLJ KKK rn ri o�o��d lJ a S O j W C 1 a�OzOO z J LnM ko LU 4t I— J CoQ CK Uj w000 v'-V)`nE < z U Q -� Q00 z cy LUj Lf)LU < LU LJL1 � o� U1 tu1Jz°d �y � V+ L z -1 (_4 LL u LU ®CL CL SCALE AS NOTED PLOT DATE: 04/26/2011 VERSION NO. .0% 6 JOB NO: 11-0539 SHEET NO. NOTE: PENDING BEAM BEARING LOCATION, THE PROVIDE 2X4 MIN. BLOCKING AT / BEAM CAN SIT ON TOP OF SEE -ROOF COLUMN W/ (2) HTW20 "DIAGONAL SPACED PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN STRAPS JACK TRUSS (AS SHOWN) AT 15'-0" O.C. MAX TRUSSES W/ (2) 12D NAILS EACH OR GABLE END SEE TRUSS END TO TRUSS TOP CHORD I LAYOUT TYP. --CLIP EACH TRUSS Fff ---BLOCKING 2X4 BLOCKING BETWEEN TRUSSES TRUSS (2) 2x8 #2 SYP W/ II USP JUS46 OR JUS461F (SEE ROOF PLAN A 7/16" O.S.B. FLITCH iii BUCKET TO COLUMN FOR TYPE) SECT. A -A PLATE TOP @ TRUSS I r iI/- FRAME OUT TO BRG. .�� SUPPORT COLUMN BUILT-UP BLOCK EDGE -2x4's OR 4x4 W/ (2)-10d G.T. i !l NAILS @ 8" O.C. EACH PLY i -'- -----SEE DETAIL 4/D1 'i (SHOWN AS 4 x4) FOR BEAM SIZE _ ADD 2X4 ALONGSIDE li ii EXTERIOR SHEATHING TOP CHORD WHEN REQ'D li �._ (2) USP HTA20's ATTACHED PER NAILING TO PREVENT PLYWOOD TYPICAL BLOCK- Ii w/(10) -10d x 1 1/2 EA. TO COL. SCHEDULE I 2x SPF #2 SPAN FROM EXCEEDINGJCK MAX 24" SPAN (EITHER A USSES ---HIP WALL ALT: (2) USP MSTAM36 AT 16" O.C. SIDE OR BOTH IF REQ'D) G.T STRAPS CENTERED -' CONTINUOUS LATERAL BRACING- `'�� -� w/(13) -10d NAILS Ea TO COL. �_'- NAIL OVER X -BRACE AS SHOWN- TIE BEAM ? BUILDER FRAME INSTALL BLKG. AT TRUSS WEBS RADIUS FOR NAILING X -BRACING - 2x4 SPF OR SYP (2) 12D NAILS UIRED w/ 2-16d @ EACH TRUSS WEB AT 12" O.C. MAX BEAM @ RAISED ENTRY CROSS BRACING DETAIL (TYP.)('__,�HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL ENTRY FRONT WALL SCALE: 1/2" = T-0" SCALE: 1/2"=1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 170" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS HIGH ROOF TRUSS@ CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C.ENTRY W/ ROOF 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY BE NAILED EACH DIRECTION TYP. U.N.O. /// (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. 4 12d WHEN VERTICAL SCAB SHEATHING ATTACHED PER NAILING SCHEDULE BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO 2 x 6 #2 SPF 48" O.C. `' �. INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE -ENG. TRUSS W/ (4) 10d TOP & COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES 2SIDE w/ (3) x8 w/ (3) . NAILED @ EACH BOTTOM USP RT7 _ 12d NAILS WHEN OR HCLR/L/LL W/ 8 - 8d OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & W/ (14) - 10d X 1 1/2" EACH SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER --COLLAR TIE / HIGH ROOF TRUSS SEE `'`' ENTRY SEE PLAN A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVERY 3rd SEE PLAN FOR-------' -' / � � PSN I 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS i RAFTER ROOF SHEATHING / -� FOR CONNECTION LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING , INFO SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" �C �C ATTACHED PER / ! CONNECTION INFO. -NON-BRG. 2x CLOSURE O.C. MAXIMUM. _ __- - 2x4 SPF 2 NAILING SCHEDULE __ @ WALL 16" O.C. W/ 2x 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D -- ` (2) #7X 3-1/2" WOOD _ :� = CONT. TOP & BOTTOM CHORD NAILED TO TRUSS/ NAILS AT EACH TRUSS INTERSECTION. CB-_ _ _ SCREW EACH TRUSS __ 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 @ 48" O.C. BLOCKING W/ (2) 16d NAILS V DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB L DOUBLE TOP PLATE & EXTERIOR SHEATHING ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. B 2x BRG. WALL_ SEE DB-`- `- _ � � PLAN FOR MORE INFO. ATTACHED PER NAILING 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS 2x4 #2 SPF KNEEWALL W/ SCHEDULE DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE -ENG. TRUSS (OPTIONAL) i1 STUDS @ 16" O.C. W/ 2X4 BLOCKING EXTERIOR SHEATHING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - 4,. ATTACHED PER NAILING MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. ®I SCHEDULE - DIRECTION TYP. ROOF SHEATHING - _ - ATTACHED PER -LOW ROOF TRUSSES r -2x4 #2 SPF BASE PLATE W/ NAILING SCHEDULE USP MTW12 TO BLOCKING W/ 2x4 BLOCKING @ DIAGONAL- . - 2x8 #2 SPF RIDGE BEAM r / ��- / BELOW SEE 9/D1 FOR TOP CHORD @ 24 AT 8'-0" WOOD O.C. W/ (2) 16d END 2x6 #2 SYP RAFTERS FOR SPANS 4FT -�`I NAILS EACH I END MAX TRUSS � �. r MORE INFO. TO 8FT 2X4 RAFTERS FOR SPANS LESS,-� THAN 4FT @ 2'4"O.C. MAX. w/ (3) 10d - COMMON TOENAILS TO RIDE BEAM -2x4 #2 SPF BLOCKING @ 24" O.C. UNDER ENTRY 2X4 CONT. AT CONC. MASONRY T & B CHORD STEEL OR WOOD I ROOF W/ USP HD26 W/ (4) 16d & (2) 10dx1 %2" NAILS @ BEARING SUPPORT LOW ROOF EACH END i TRUSS SE A -A ALTERNATE BLOCKING PAN FORE x A MORE INFO. � I DETAIL @ INTERIOR BEARING 3 - SCALE: 1/2" = 1'-0" `---ZWOODTRUSS J SECTION ENTRY SECTION ENTRY A PROVIDE BLOCKING AT ALL TRUSS BEARING � Q SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 3/4" = 1'-0" SCALE: 3/4" 1'-0" = SCALE: 1/2"=1'-0" VARIES , , , , , ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d -� -�/I - /� COMMON TRUSSES. TOENAILS TO TOP / SEE TRUSS PLAN --STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION ATTACHED PER NAILING NAILS TO TRUSS ..�\ SPF TOP INFORMATION. SCHEDULE BOTTOM CHORD PLATE VARIES SEE PLAN _ -VARIES W/_FOR WALL LOCATION ROOF SLOPE WOOD WALL OR TRUSS. '-2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ SEE PLAN 16d COMMONS 16" O.C. W1 EXTERIOR NAILS EACH ITT SHEATHING ATTACHED STUD TYP. T&B PER NAILING SCHEDULE & (3) 12d TOENAILS TO TRUSS OR/ - SEE PLAN FOR PLATE BELOW ROOF SYSTEM - TOP OF WALL MIN. 2x4 #2 SYP P.T. PLATE p W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. SHEAR TRANSFER INFO, EXTERIOR. WALL r7 SECTION ENTRY r8 SCALE: 3/4" = 1'-0"K::::7 SCALE: 3/4" = 1'-0" ��j V_ U) N lJ � 0 vi C F- (D Q1 (') 000 Q O CU Opp O N o � LL L O �c N O (DR f U Y O o°o �'' < to o rn q O N•C •H •U •C T c G 44 D. A. .... .p 4 P''YY11� a U R'I > ° _0.n. •? L� Com'• l� S,� w� 1'+ 'eP0�V 1J1 17 9!11M%1ee''� .+ii` U To the gest of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. 0 N M O a ii to > ,r -f 11Ln i d.. a I¢- IN m 0) M '1 --� © ro Lt7 _N U-) V Q L Oz LLA L L, uOLZOO ?F- -a O}aOLZ ¢ 2L wl¢'L z � U 0 � O a�Z)tvo 0 z o W o ~a0z@ LLI J a) Lj LLI Lu (y) f - v OP- Izn O p 'op L)I� � ® wpo LU 06 0$�a �3 U ¢r�p2O O Q Lf.)aoW 7) <¢ L.d u r z Pq U) SCALE AS NOTED PLOT DATE : 04/26/2011 VERSION NO. j A _m06 JOB No: 11-0539 SHEET NO. As required by Florida Statute 553.842 and Florida Administrative Cade 9&72, please provide the information and approval numbers on the building components 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 local product supplier should you not know the product approval number for any of the applicable listed products. Florida Cate ❑ /Bobcats ❑ 1. EXTERIOR DOORS Manufacturer Product Descri ti❑n 'Oval Nurnber s TFL8838-Rl Test Pressures A. SWINGING Plastpro Inc./ Nanya Plastics Distinction Fiberglass Entry Doors 184-R1 +65.01-65.0 psf FL10849 Adjustable Post Base ThermaTru Smooth Star/Fiber-Classic +55,01-55.0 psf Coil Strap Tie RS300 ThermaTru Smooth StarlFiber-Classic FL12441 +47.01-47.0 psf B. SLIDING General Aluminum Company Series 4201430 FL12274 +40.01-40.0 psf C. SECTIONAL f.lopay Building Products Residential WindCode Doors W5 (8X7) FL5075-R3 +30.01-32.0 psf H6 FL10456 Clopay Building Products Residential WSndCode Doors W5 (16X7) FL5675-R3 +30.01-30.0 psf FL10447 ,t„oriel'r;,}ldspeedsoveri2olr71.,+7) Clo a7 Building Products Residential 1fUndCode Doors W (8X7} FL5675-R3 - +37.01 -41.0 psf +6 Holddown (t„cauIy.wldspeausover12Urari, ti Clvpay Building Products Re-lidential tA(fndCode Doors W6 (16X7) FL5675-R3 +37.01-37.0 psf HTA16 FL821-R1 Amarr Garage Doors Madel #500 Classica (8x7) FL5427-R2 +40.11-47.4 psf FL821-R1 HGUS210-2 Amarr Garage Doors Model #500 Classico (16x7) FL5427-R2 +38.41-43.7 psf HHETA40 FL11473 A.rrlarr Garage Doors Model #600 Stratford (8x7) FL5302-R1 +40,11-47.4 psf FL10655 Heavy Skewed U Hanger Amarr Garage Doors Model X00 Stratford (1 rx7) FL5�02-R1 .8.41-4h .7 psif D. OTHER FL820-R2 HTS20 FL10456 Heavy Truss Strap HTVV20 FL820-R2 HTT16 FL11496 HD/Tension Tie HTT16 2. WINDOW FL11496 HD/Tension Tie HTT22 FL821-R1 A. SINGLE HUIdG General Aluminum Company Series 1550/1570 FL14412 +47.21-50.0 psf FL10531 Joist Hanger General Aluminum Company Series -1900/1970 FL12908 +40.01-40.0 psf B. HORIZONTAL SLIDER General Aluminum Company Series 2800 tiler's, ;J - FL1 989 40.01 -40.0 psf P C. FIXED General Aluminum Company Series 1550/1570 FL13199 +40.01-40.0 psf FL815-R1 IUT General Aluminum Company Series 1900/1970 FL13199 _ +40,01-40.0 psf D. MULLION Ceneral Aluminum Company '1445, 5347 and 5547 Vertical Mullion FL8905-R-1 NIA E. OTHER LSSH31 FL816-R1 LSSU28 FL10447 Slopable/Skewable Hanger LSTA12 FL10852 Strap Tie 3. PAN EL WALL LSTA18 FL10852 Strap Tie LSTA18 A. oIDING �• Al,lde Covent' Vinyl Siding FL12103 r r 6.� 6.� psf 8 I S - B. SOFFITS Kaycan Ltd. 12111101' Vented Soffit FL'12199 +70,01-70.0 psf C. OTHER LTW12 FL820-R2 LTS16 FL10456 Twist Strap LTW16 FL820-R2 LTS18 FL10456 Twist Strap 4. ROOFING PRODUCTS LTS20 FL10456 Twist Strap LTVV20 A. ASPHALT SHIN6,LES Certain Teed Corporation CT20 (and AR), Landmark 30140 (and AR), XT25 (and AR_), XT30 (and AR) FL5444-R2 N/A LTT20B B. UNDERLAYMENTS LTS20B FL822-R1 LUS26 FL10655 C. ROOFING FASTENERS FL821-R1 LUS414 FL10655 Joist Hanger D. ROOF VENTILATORS Southeastern Metal Weather Vent FL1'1024 NIA FL578-R2 META22 Florida Metal Products, Inc Vent RV10 _ FL2075-R4 N/A E. ROOFING TILES Medium Girder Tiedown MUGT-15 FL11910 MST48 F. ROOF TILE ADHESIVE KST248 FL822-R1 MST60 FL10852 G, OTHER FL822-R1 MSTAM36 FL11473 Strap Tie for Masonry MTS12 FL10456 Twist Strap µ MTW12 5. SHUTTERS FL10456 Twist Strap MTW16 FL820-R2 A. STORM PANELS Metal Tech, Inc Galvanized Steel Storni Panels FL722-R2 +103.01-103.0 psf FL10456 Twist Strap Alufab Galvanized Steel Storm Panels FL4804-R2 +104.01-104.0 p sf S Twist trap MTW30 FL820-R2 .-- Tension Tie 6. STRUCTURAL PA51 FL11476 TA51 FL816-R1 COMPONENTS FL10456 Stud Plate Tie SPT22 FL817-R1 A. WOOD CONNECTORS/ Simpson Strong -Tie SPT24 see chart SP4 FL10456 ANCHORS USP Structural Conn. FL821-R1 see Chart FL10655 B- TRUSS PLATES IvIiTek Industries, Inc. Truss Plates FL2197-R3 N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP _ FL1644-R2 _ NIA Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1(345-R2 NIA D. MATERIAL FECP Corp. (Cast -Crete) High Strength Concrete Lintels F1_158 -R3 N/A Wekiwa CP Pre -cast and Pre -Stressed Lintels FL1418-R2 _ NIA Lott's CP Lintel FL12045 NIA Commercial CP Precast & Prestressed Engineered Conc. Lintels FL1774-R2 NIA Pawers Steel, Inc. lPower Box Lintels I FI -6264-R1 � _ N/A The products listed below chid not demonstrate product approval at plan review. I understand that at the time of im_,pection of these products, the fallowing information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance tree I a I lc u-factu rers erforance characteristics\rlrhich the product was tested and certified to comply with, 3) copy of pp able man installation requirements, Further-, I understand these products may have to be removed if approval cannot be de-monstrated during inspection. APPLICANT SIGNATURE DATE Simpson & USP cross over chart with Product Approval Numbers Florida Simpson Praduc Number Florida Product Approval Number Product Description USP Product Number IMP34 Florida Product Approval Number A34 FL10446 Framing Anchor or Is a suitable alternative to what is specified in, these codes FL822-R1 ABU44 FL10849 Adjustable Post Base PAU44 FL569-R3 CS22 FL10852 Coil Strap Tie RS300 FL822-R1 H3 FL10456 Hurricane Tie 4007, p,rr,lgraph, 1404.9 and 1105-13, p)u:i Florida Ri. ideririat Code 2007pale rapit 4. Using a snap luck punch, make H10 FL10456 Hurricane Tie RT16 FL565-R3 H2.5 FL10456 Hurricane Tie RT7 FL565-R3 H6 FL10456 Hurricane Tie LFTA6 FL820-R2 HCP2 FL10447 Hip Corner Plate Connector HHCP2 FL817-R1 HDQ8-SDS3 FL10441 Holddown UPHD8 FL817-R1 HETA16 FL11473 Embedded Truss Anchor HTA16 FL821-R1 HETA20 FL11473 Embedded Truss Anchor HTA20 FL821-R1 HGUS210-2 FL11468 Truss Hanger THDH210-2 FL821-R1 HHETA40 FL11473 Embedded Truss Anchor Ouadmpku 4'nuit SVIi6 vo(flf AHer) hr. 1 re(es. PIE, HSUR/L410 FL10655 Heavy Skewed U Hanger Florida t.ic<?nae 1Vn. 19354 c'x Cc: 04010005 T.. HTS16 FL10456 Heavy Truss Strap HTVV16 FL820-R2 HTS20 FL10456 Heavy Truss Strap HTVV20 FL820-R2 HTT16 FL11496 HD/Tension Tie HTT16 FL821-R1 HTT22 FL11496 HD/Tension Tie HTT22 FL821-R1 HUS410 FL10531 Joist Hanger HUS410 FL821-R1 HUS412 FL10531 Joist Hanger HUS412 FL821-R1 HUSC410 FL10655 Joist Hanger HUSC412 FL10655 Joist Hanger ITT FL10667 TF /-Joist Hanger THO FL815-R1 IUT FL10531 I -Joist Hanger THF FL815-R'I LGT2 FL11470 Light Girder Tiedown LUGT2 FL817-R1 LSSU210-2 FL10447 Slopable/Skewable Hanger LSSH31 FL816-R1 LSSU28 FL10447 Slopable/Skewable Hanger LSTA12 FL10852 Strap Tie LSTA12 FL816-R1 LSTA18 FL10852 Strap Tie LSTA18 FL816-R1 LSTA30 FL10852 Strap Tie LSTA30 FL816-R1 LSTA36 FL10852 Strap Tie LSTA36 FL816-R1 LTS12 FL10456 Twist Strap LTW12 FL820-R2 LTS16 FL10456 Twist Strap LTW16 FL820-R2 LTS18 FL10456 Twist Strap LTVV18 FL820-R2 LTS20 FL10456 Twist Strap LTVV20 FL820-R2 LTT19 FL11496 Tension Tie LTS19 FL822-R1 LTT20B FL11496 Tension Tie LTS20B FL822-R1 LUS26 FL10655 Joist Hanger JUS26 FL821-R1 LUS414 FL10655 Joist Hanger JUS414 FL821-R1 MBHA3.56/11.88 FL10866 Masonry Beam Hanger NFM35X1178U FL578-R2 META22 FL11473 Embedded Truss Anchor HTA24-18 FL859-R1 MGT FL11470 Medium Girder Tiedown MUGT-15 FL11910 MST48 FL10852 Strap Tie KST248 FL822-R1 MST60 FL10852 Strap Tie KST260 FL822-R1 MSTAM36 FL11473 Strap Tie for Masonry MTS12 FL10456 Twist Strap µ MTW12 FL820-R2 MTS16 FL10456 Twist Strap MTW16 FL820-R2 MTS18 FL10456 Twist Strap MTW18 FL820-R2 MTS20 FL10456 Twist Strap MTVV20 FL820-R2 MTS30 FL10456 S Twist trap MTW30 FL820-R2 Tension Tie MTS27B FL822-R1 PA51 FL11476 Foundation Strap TA51 FL816-R1 SP1 FL10456 Stud Plate Tie SPT22 FL817-R1 SP2 FL10456 Stud Plate Tie SPT24 FL817-R1 SP4 FL10456 Stud Plate Tie SPT4 FL821-R1 U24 FL10655 Face Mount Joist Hanger ET FL11506 Epoxy HD Titen FL2355-R3 Titen Anchor 717.646.3747 Fak 71?•845=U 55 71'.'•&l6"3'747 HR. Wt 1__119ineering, Inc. 14.18 E. Market St., Suite b York, PA 114103 Ted Berritan, P. R.. ,\dminl:;trator. Flofi Builder f;xlu roBHIRn59khl Tad EielTnan and \sor,talt,. 1.1.('•. !i_15 415, IiBelot, `iulto 1 O Nliauli Beach, Florida 331140 is f:: {:uctificadiun of ludt:ilundencu Door rrlr.. f3c illian; 2c Installing soffit and fascia Please note: Although vinyl soffit's are manufactured with the same exacting standards us all vinyl products; UV Inhlbllois are not added to [hu vinyl funuulation as sollils arc not exposed to direct sunlight. For this ruaaun, vertical or horizontal Installation of sollils un walla is not recommended and cannot be guaranteed. Installing trim - Option A When (ascii is applicul wilhout exposed nailing. With open cave: Secure F -channel to the mxtericr of the fascia with the top leg resting against the bottom of the board. Secure F -channel on wall, level Willi the F -channel on the fascia. With closed eave: Use a J -channel in place of Ole F -channel at the wall. Secure all channels every 12" on center, in center of not slots. Installing trim - Option B When soffit only is applied, of when fascia panel Is secured to underside of wood fascia. With open eave: Secure F -channel to the wall and to the inside of the fascia hoard, level with each other. Cut out back of channel to fit around rafters, if needed. With closed cave: Substtulo J -channels for the F -channels. Secure all thannels in the center of the nail slate, 12" on center. lr1 . ailing soffit I Measure (he dislome between the inside of the inside and outside trims. Allow 114" por side for expansion and cul Ore panels to ength Insert panels into Oinr,. For eaves over 16 in width, you w II need to install intermediate nailing supports to keep the soffit from sagging 2. Interlock panels as you would vertical siding. Closed solfil call 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 bo diagonal (mitered) or square (both illustrated), Both methods are made with J -channel or H -channel. I fsscla .`C' r?e I 1u 1u to n�, lass, 1� A:LI -�-�� Option A pfo f • ' , , d en,.ul I I `\ � r I f.G1>a�i;l 9o!fil w111'�'y,, Option B mo,_ f J! r3L :JLx r Diagonal bill) use r. F�Nti�*k� WF 0 p{zlC Straigilt Trim use Jcnr,fl; Rcharrwf KAYCAN" ICC -ES Evaluation Report ESR -1495 Reissued November 1, 2008 This report is subject to re-exanlina(ion ill two yarns. www.fcc-os.or(1 1 (600) 423-6587 1 (562) 699.0543 A Subsidiary of the lrlfarnaliooul Coda COullcle DIVISION: 07-fHERMALAND MOISTURE PROTECTION Section: 07460-- Siding REPORT HOLDER: KAYCAN LTD. ONE MEMORIAL DRIVE RIGHFORD, VERMONT 05476 (802)848-7010 www.kavcan.corn EVALUATION SUBJECT: KAYCAN PVC 51DING 1.0 EVALUATION SCOPE Compliance with the following codes: e 2000 International Building CorleA(IBC) 2006 Inturnariw7al Ruzldnrflat Codu`v (IRC) a 190/ Uniform Hudding Codd'"' (UUC) • BOCA' National Huildiny C'ode11999 (DNBC) + 1999 StundaW Building Cotte' (SBC) Properties evaluated: • Exterior voncor ■ Wind resistance 2.0 USES Kaycan PVC Siding is used as an exterior veneer and as closure material on the underside of exterior roof oave, (sufills). 3.0 DESCRIPTION Kaycan PVC Siding is heiU.,ital and vertical lap siding and soffits manufactured from rigid polyvinyl chloride (F'VC) conforming to Iho requirements of ASTM D 3670 The sidling Is used as an extorter wall covering over sell(] sheathing and ns soffit. The siding has a plain- or wood -grain texture and is available in various colors with matching him, controls, and slartor etrips.'fire panels aroa minimum of U.U4U Inch (I mm) thick. Lengths range from IU to 12.6 feet (3046 to 3010 nen). Panels urn fomhcd with on uppercdgo having nail slot; and a lower edge lhalleokslntothe upper edge oftthe lower course. The siding is produced in different profiles as described in 'roblo I of this report. 4.0 INSTALLATION 4.1 General: Instalmlinn u(lhe siding, including lhu patch:, '.einem. ,Wrier strips, trim and other accessory items, shall be in accordance with rho manufacturer's published installation instruction,, the applicable code and this report. In the event of in conflict between the n anufacturees pubiished installation instructions and this report, this report shall govern. A copy of the rnanufacturoi s published installation instructions shall be on t10 jobsite at all Limes doling installation. Solid sheathing and a orator-msistivo barrier Shall be provided behind the siding, as ruquhud by the applicable code. The allowable wind Toads aro no noted in the prescriptive requirements of the applicable code. See Section 4.2 for applications in excess of the proscriptive requirements or Micro to applicable code does not provide prescriptive requirements. 4.2 Wind Rcslstace: Design wind pressures must bill dolormincd in accordance with Chapter 16 of the IBC. SBC, UUC or 8NBC or Section 3U1.2.1.1 of the IRC. In areas whore are oasic wind upccd (3- sccond gust do not excbed 1OU'tall (45 nit's) [80 milas per hour (36 nils) (fastest mile) under the UBC), and tie budding) height Is kiss than or equal to 40 feet (12 192 mm) in Exposuto C areas, installation nRst comply with the prescriptive requirements of IBC Section 1405.13, BNBC Section 1406.3.3, 88C Section 1403.9 or UBC Section 1405, as applicable. In jurisdictions enforcing the IRC, installation much comply will, lite proscriptive requirernenls Of IRC Scction 8703,4 for : - '-v,.,t ..I. hum areaswherothebasicwindspeHd(isecondOusl)1a 110 mph (49 nn/6) in Exposure B, and dues not exceed JO mph (40 min) in Exposure C or 65 mph (37 m/s) in Exposure D. For applications in excess of the proscriptive requirements, the design must be In accordance with IRC Section R301.2.1 1. For applications in oxcoss of the prescriptive requirements, the Kaycan PVC Siding has an allowable negative wind load of 7U psf (3352 Pa) [,W psf (2 107 Pa) under the UBCI when attached to a Godo -complying, minimum alfl inclAhick (10 nun), structural-ralud OSB sheathing. Tho siding shall be alL shed with lily -inch -long (36 mul), diamcter-head (10 mm), 1/; inch-dianheler-shank (3 mm), corrosion-rusislanl ruu6ng Burls specod 0 410105 (152 nun) on center. 'rho structural sheathing and hunting to which the siding is attached are outside rho scope of this repurl. ICC•ES E,aI Y r (r le -1 CF a' 11 I , , 14 t I f' ll, ( ! ,I L ( 1 or an ax(mr /!! !' 1 / ,Uro r - Ifo'J its 17. o r, my 4, CCI: "f ,anon „tc, r,c Iry !„r(i<d,,r = (o nny/;n,(.ny w'mLu r.,ul,cr a, ,h,r, rpwt. w' n(v a,, yrc.nl,r ea,<, e,l by.1•a,rY.,,. - u�::µl C0V),i�ahr U 1006 P�yu 1 012 Fax 71.7440-0355 22 January 200 In rc,nfooll ince' Willi Rutc r)B-72..1 10 F.'F.A C. "Criteria fix' C e(tificalion of lnucpendence I offer the following. I an) a registered ptafesGlon II engmr cr in the stale. of Ficil-Al with Ifr.unst, nulnhel 1.93.5.1, 1 work ill a two person ronsulling ;:ructur<ll engineering firrll, 11R Eq, ineerill ';, Inc." Of which I and the majority owner. In my `.sorb: performing an ev luatiou, I du nut ball:, nor will I ucquu'e, a financial. Interest in any eonlpilBy t:anulact,.iilii( or distritluiing producls fur wiliot (.he 1e{punts aro beilig issued. f i r f v �..acquire... n wL•' t ul rw l ti • 1 d l ) ti vitt I a financrll Ii1 I y ,ll p rf )r nt� an lh 1. ul , I ) I _Tl . I e nor inti r.,e,,i m any tidier entry ingot) e 1 ul lite appruvul 1)rut,g,,;> of wL, Ilro(hlct.. I NOSt that til 1sufftent for the fIlridu If tt rr re, riboot lilt., mdfieatiun of indtf••.'ntlkracC, or if anytf rut; a(tditroiial is rr 4uired, plum-., adv l,c .ire. sir` .cel'/ ,Your's; fll: FnLtnealimt. [tic. Alton N. Rcc vcs. Chief Lin; ineet :\1q R;h I:r t:. C 1 rete III;<? I`>1111pt tlry, I.I.C.` fico l (10(15 Installing soffit and fascia Installing Fascia 1. Install an undersill trim at the lop of the fascia board. 2. Measure distance from the butlorn of the F -channel to the tap of the undersill thin, and then subtract 1/4" for clearance. Cut panel to width. 3. Perforate the cut edge using snap -luck punch approximately every 0", ensuring the tabs" face outward. 4. Hook flu lug of the (fascia panel over the F-uhannel and ormp the tubs into the under sill trim. If soffit 1s not being installed, hook the fascia directly over the fascia board. An altemativo to snap -lock punch attachment 1s to elide the lop of the fascia behind molal drip cdyc. Overlapping Fascia 1. Over fascia by culling the boticul edge of the undmlaying panel, leaving a 1 112" lab to be instilled into uvellopphlg panel. 2.Ovedap 314" (half the distance of the notch), unarr,9 hint 6 tlawia pacer 1 intoe iii' er r< 7 , hw Fascia installation I I •- Jl 11 Fascia overlapping Capping fascia HF, Engineering, Inc. S 141$ E. PA�lek�t tit.; Stllte B j York, as 17403 To make cotter caps, cut a piece of vinyl fascia that is 5 11210119 21 January '.009 The KaycanPVCSidingde,5cribedinthisroportcumplie,with, I"lick Thompson, luruduc L lTuuget Siding'u I'Mals or Is a suitable alternative to what is specified in, these codes A,s(1Ciah„cf Materill IS, LLC: listed in Suction 1.0 of lhi, coped, subject to the fol;owing 3773 State Road 45'anglecneither ,ide. Citlyalloga Palls, (.Mint 1,142,2:3 J`, c� RP: Florida Lvaltralion. C`.tovennv Vinyl Sidtnv, FLC; 200 3U fxk h Due!Mr, Thorrlpson; u along vurl.al cetello to make a right-angled Jled Cannot. Tile following. Associated lvl,:fctialy vinyl sidioo product, C.ovelItly ha:: b_LnI lesled and „ ` nalrL6tl ill t.(rl olm:glct with ASIR1 D 33679-05 as requited by 1 IoNda. f,uildlin- Code by rho IRC, as applicable. 4007, p,rr,lgraph, 1404.9 and 1105-13, p)u:i Florida Ri. ideririat Code 2007pale rapit 4. Using a snap luck punch, make 703,11 ibaulw l iastin5 to ST,1d D 5206, as requite d try AST`,I D 361P was done at racking loads fiat materials in accordance Architecitu'al t snug, Inc. '.arid i„ mporti`d ill 779:15.01-109-40 and 82537,01-109-40- labs just below the top edge of Uhc colter cap, making sure that tat)s `1'e3ting w•a:; done for Alsido, lnc., which is owned by A:rdoeia:cd 1dt:'rials, LLC. 53 Tho siding shall be in5tallod only on exLurior walls over Coventry vltlyl Sidinv is pfoduced in 5 configurations, Dclut)le 5" llouble 5" Dulchl p. face outward. In-t<lll corner capby � Double 4", or)ubl,s 4" Dutchlap. and Triple 3"; all with a (hirknsess of 0.0-02" A prossuros both positive and noyotiv0. Tho sheathing ,fel g }retina f 'lean of this product is that it has a "rolled e{IL;C Bair hent", whfi_h fornix a locking lire bottom over the existing t4x ry \ Fchanuel and snapping the top :I double, thicknc ,1st tit nail hem edge. e edge into the to delsill him. I flava pc:f1treiled a combi'LFation of rational and comparative ainaly:.cs on this product, P,Q,o P,OVa which-inclu_ijes the m:md'^.tory requirements of Annex A1.2.1 in AS'FN'1 D 367Y 12'- U" fns ,fill tics T;6l�it he over /ry' iilinimunl nnilablu: sheathingOf 172' ntinivillull plywoo(l. Double 4.6 HorTzom ,al InstT)1>ttr3n`fa, 4 tis insl bo. roofingla' , with 3.S„diameter- Head, I/„ ,dlucL" „fill r,<. T-3 Claz..ic and a. m3ilililutn Itingth of 1-5/;Y`. The aft)wal)le design wjnd pies ul. s i'or all 5 12' 0" cunU ,uruior); imcludiug Doubli: 5" 1JOUble 5" L1uv.hlal7, Di-uble 4", Double T' Triple 3 inch H,0zental Lh,talip,-aBri rriple ;' are 44/ 13 psf for S" stud spacing. +/.115.3 psf for 12" stud t sP acijigi psf for lb" stud spacing. In order to achle✓c these pressures, all " stu. stn-1,masYHa nalh tri tll,m and all nails Brost be ill d OcuLl. 6 inch PeHnmled Soffit The above values Bail be colilliare l directly to lire required wind loads in Chaprer 16 of - the F101ide j}tnldill; Code. I trust Illa( thisInfOlfrlatlUf, s sufficicirt for the. Tyroji'ct need:/. 12' - 0" If tht rt, al'. any Cjkl( ,uiol);i about this rpl)orf, or if noy-thing adclillon-)t is re([uircd• I lea;;e Triple'l rich Partially PeRoratud Buff1 advise nle. Venled 16' ijn crF ly "Ours; Solid 1G Ouadmpku 4'nuit SVIi6 vo(flf AHer) hr. 1 re(es. PIE, --`--- alluctoral. Ejlg[n]ei' Florida t.ic<?nae 1Vn. 19354 c'x Cc: 04010005 T.. .2 1 J.v,u.L>.r.e f 2 nra y 71'.'•&l6"3'747 HR. Wt 1__119ineering, Inc. 14.18 E. Market St., Suite b York, PA 114103 Ted Berritan, P. R.. ,\dminl:;trator. Flofi Builder f;xlu roBHIRn59khl Tad EielTnan and \sor,talt,. 1.1.('•. !i_15 415, IiBelot, `iulto 1 O Nliauli Beach, Florida 331140 is f:: {:uctificadiun of ludt:ilundencu Door rrlr.. f3c illian; 2c Installing soffit and fascia Please note: Although vinyl soffit's are manufactured with the same exacting standards us all vinyl products; UV Inhlbllois are not added to [hu vinyl funuulation as sollils arc not exposed to direct sunlight. For this ruaaun, vertical or horizontal Installation of sollils un walla is not recommended and cannot be guaranteed. Installing trim - Option A When (ascii is applicul wilhout exposed nailing. With open cave: Secure F -channel to the mxtericr of the fascia with the top leg resting against the bottom of the board. Secure F -channel on wall, level Willi the F -channel on the fascia. With closed eave: Use a J -channel in place of Ole F -channel at the wall. Secure all channels every 12" on center, in center of not slots. Installing trim - Option B When soffit only is applied, of when fascia panel Is secured to underside of wood fascia. With open eave: Secure F -channel to the wall and to the inside of the fascia hoard, level with each other. Cut out back of channel to fit around rafters, if needed. With closed cave: Substtulo J -channels for the F -channels. Secure all thannels in the center of the nail slate, 12" on center. lr1 . ailing soffit I Measure (he dislome between the inside of the inside and outside trims. Allow 114" por side for expansion and cul Ore panels to ength Insert panels into Oinr,. For eaves over 16 in width, you w II need to install intermediate nailing supports to keep the soffit from sagging 2. Interlock panels as you would vertical siding. Closed solfil call 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 bo diagonal (mitered) or square (both illustrated), Both methods are made with J -channel or H -channel. I fsscla .`C' r?e I 1u 1u to n�, lass, 1� A:LI -�-�� Option A pfo f • ' , , d en,.ul I I `\ � r I f.G1>a�i;l 9o!fil w111'�'y,, Option B mo,_ f J! r3L :JLx r Diagonal bill) use r. F�Nti�*k� WF 0 p{zlC Straigilt Trim use Jcnr,fl; Rcharrwf KAYCAN" ICC -ES Evaluation Report ESR -1495 Reissued November 1, 2008 This report is subject to re-exanlina(ion ill two yarns. www.fcc-os.or(1 1 (600) 423-6587 1 (562) 699.0543 A Subsidiary of the lrlfarnaliooul Coda COullcle DIVISION: 07-fHERMALAND MOISTURE PROTECTION Section: 07460-- Siding REPORT HOLDER: KAYCAN LTD. ONE MEMORIAL DRIVE RIGHFORD, VERMONT 05476 (802)848-7010 www.kavcan.corn EVALUATION SUBJECT: KAYCAN PVC 51DING 1.0 EVALUATION SCOPE Compliance with the following codes: e 2000 International Building CorleA(IBC) 2006 Inturnariw7al Ruzldnrflat Codu`v (IRC) a 190/ Uniform Hudding Codd'"' (UUC) • BOCA' National Huildiny C'ode11999 (DNBC) + 1999 StundaW Building Cotte' (SBC) Properties evaluated: • Exterior voncor ■ Wind resistance 2.0 USES Kaycan PVC Siding is used as an exterior veneer and as closure material on the underside of exterior roof oave, (sufills). 3.0 DESCRIPTION Kaycan PVC Siding is heiU.,ital and vertical lap siding and soffits manufactured from rigid polyvinyl chloride (F'VC) conforming to Iho requirements of ASTM D 3670 The sidling Is used as an extorter wall covering over sell(] sheathing and ns soffit. The siding has a plain- or wood -grain texture and is available in various colors with matching him, controls, and slartor etrips.'fire panels aroa minimum of U.U4U Inch (I mm) thick. Lengths range from IU to 12.6 feet (3046 to 3010 nen). Panels urn fomhcd with on uppercdgo having nail slot; and a lower edge lhalleokslntothe upper edge oftthe lower course. The siding is produced in different profiles as described in 'roblo I of this report. 4.0 INSTALLATION 4.1 General: Instalmlinn u(lhe siding, including lhu patch:, '.einem. ,Wrier strips, trim and other accessory items, shall be in accordance with rho manufacturer's published installation instruction,, the applicable code and this report. In the event of in conflict between the n anufacturees pubiished installation instructions and this report, this report shall govern. A copy of the rnanufacturoi s published installation instructions shall be on t10 jobsite at all Limes doling installation. Solid sheathing and a orator-msistivo barrier Shall be provided behind the siding, as ruquhud by the applicable code. The allowable wind Toads aro no noted in the prescriptive requirements of the applicable code. See Section 4.2 for applications in excess of the proscriptive requirements or Micro to applicable code does not provide prescriptive requirements. 4.2 Wind Rcslstace: Design wind pressures must bill dolormincd in accordance with Chapter 16 of the IBC. SBC, UUC or 8NBC or Section 3U1.2.1.1 of the IRC. In areas whore are oasic wind upccd (3- sccond gust do not excbed 1OU'tall (45 nit's) [80 milas per hour (36 nils) (fastest mile) under the UBC), and tie budding) height Is kiss than or equal to 40 feet (12 192 mm) in Exposuto C areas, installation nRst comply with the prescriptive requirements of IBC Section 1405.13, BNBC Section 1406.3.3, 88C Section 1403.9 or UBC Section 1405, as applicable. In jurisdictions enforcing the IRC, installation much comply will, lite proscriptive requirernenls Of IRC Scction 8703,4 for : - '-v,.,t ..I. hum areaswherothebasicwindspeHd(isecondOusl)1a 110 mph (49 nn/6) in Exposure B, and dues not exceed JO mph (40 min) in Exposure C or 65 mph (37 m/s) in Exposure D. For applications in excess of the proscriptive requirements, the design must be In accordance with IRC Section R301.2.1 1. For applications in oxcoss of the prescriptive requirements, the Kaycan PVC Siding has an allowable negative wind load of 7U psf (3352 Pa) [,W psf (2 107 Pa) under the UBCI when attached to a Godo -complying, minimum alfl inclAhick (10 nun), structural-ralud OSB sheathing. Tho siding shall be alL shed with lily -inch -long (36 mul), diamcter-head (10 mm), 1/; inch-dianheler-shank (3 mm), corrosion-rusislanl ruu6ng Burls specod 0 410105 (152 nun) on center. 'rho structural sheathing and hunting to which the siding is attached are outside rho scope of this repurl. ICC•ES E,aI Y r (r le -1 CF a' 11 I , , 14 t I f' ll, ( ! ,I L ( 1 or an ax(mr /!! !' 1 / ,Uro r - Ifo'J its 17. o r, my 4, CCI: "f ,anon „tc, r,c Iry !„r(i<d,,r = (o nny/;n,(.ny w'mLu r.,ul,cr a, ,h,r, rpwt. w' n(v a,, yrc.nl,r ea,<, e,l by.1•a,rY.,,. - u�::µl C0V),i�ahr U 1006 P�yu 1 012 Fax 71.7440-0355 22 January 200 In rc,nfooll ince' Willi Rutc r)B-72..1 10 F.'F.A C. "Criteria fix' C e(tificalion of lnucpendence I offer the following. I an) a registered ptafesGlon II engmr cr in the stale. of Ficil-Al with Ifr.unst, nulnhel 1.93.5.1, 1 work ill a two person ronsulling ;:ructur<ll engineering firrll, 11R Eq, ineerill ';, Inc." Of which I and the majority owner. In my `.sorb: performing an ev luatiou, I du nut ball:, nor will I ucquu'e, a financial. Interest in any eonlpilBy t:anulact,.iilii( or distritluiing producls fur wiliot (.he 1e{punts aro beilig issued. f i r f v �..acquire... n wL•' t ul rw l ti • 1 d l ) ti vitt I a financrll Ii1 I y ,ll p rf )r nt� an lh 1. ul , I ) I _Tl . I e nor inti r.,e,,i m any tidier entry ingot) e 1 ul lite appruvul 1)rut,g,,;> of wL, Ilro(hlct.. I NOSt that til 1sufftent for the fIlridu If tt rr re, riboot lilt., mdfieatiun of indtf••.'ntlkracC, or if anytf rut; a(tditroiial is rr 4uired, plum-., adv l,c .ire. sir` .cel'/ ,Your's; fll: FnLtnealimt. [tic. Alton N. Rcc vcs. Chief Lin; ineet :\1q R;h I:r t:. C 1 rete III;<? I`>1111pt tlry, I.I.C.` fico l (10(15 Installing soffit and fascia Installing Fascia 1. Install an undersill trim at the lop of the fascia board. 2. Measure distance from the butlorn of the F -channel to the tap of the undersill thin, and then subtract 1/4" for clearance. Cut panel to width. 3. Perforate the cut edge using snap -luck punch approximately every 0", ensuring the tabs" face outward. 4. Hook flu lug of the (fascia panel over the F-uhannel and ormp the tubs into the under sill trim. If soffit 1s not being installed, hook the fascia directly over the fascia board. An altemativo to snap -lock punch attachment 1s to elide the lop of the fascia behind molal drip cdyc. Overlapping Fascia 1. Over fascia by culling the boticul edge of the undmlaying panel, leaving a 1 112" lab to be instilled into uvellopphlg panel. 2.Ovedap 314" (half the distance of the notch), unarr,9 hint 6 tlawia pacer 1 intoe iii' er r< 7 , hw Fascia installation I I •- Jl 11 Fascia overlapping Capping fascia r" S 5.4 Tlie sitting is manufactured in Richford, Vormont, under j a quality control program with inspuctions by To make cotter caps, cut a piece of vinyl fascia that is 5 11210119 Architectural Testing Inc. (AA -676). The KaycanPVCSidingde,5cribedinthisroportcumplie,with, 1. Mark the vertical ccnterlinu on Tile back of the piece. or Is a suitable alternative to what is specified in, these codes 2. Cul a 90° seLfUll of the bottom flany9 from tie center, leaving a listed in Suction 1.0 of lhi, coped, subject to the fol;owing Dcuhle 5 in[h Horizontal 45'anglecneither ,ide. 6.2 Data In accordance with the ICC -(-S Evoluotion J`, c� 3. Use a hand septic' er n otul btruitlMod Uo to fold fascia piece 3U fxk h r✓'5:6 A r)u j ffil 0'F IArr , .. u along vurl.al cetello to make a right-angled Jled Cannot. Out iian as „ ` Acceptance Criteria for Quality Docurnontatlon (ALIO). by rho IRC, as applicable. ZO IDENTIFICATION 4. Using a snap luck punch, make Tha Kaycan PVC Siding dosaibotl In this report shall be racking loads fiat materials in accordance Identified by a clamp bearin the Kaycan Ltd. name and/or 7' f 0 Y>' labs just below the top edge of Uhc colter cap, making sure that tat)s trademark, rho product typo, the slalemenl "Cmlfonne lir 53 Tho siding shall be in5tallod only on exLurior walls over w t ° '° �r face outward. In-t<lll corner capby � Standard 14-2", the name of the inspulafun agency prossuros both positive and noyotiv0. Tho sheathing _ __ . •" locking lire bottom over the existing t4x ry \ Fchanuel and snapping the top :I "M sl Fascia capping e edge into the to delsill him. 12,_01 2'-0- P,Q,o P,OVa Lf'L21, 12'- U" Stun. Double 4.6 HorTzom ,al 121-01, T-3 Claz..ic T,ipa 3 ird, H .hal Uutrh La P 12' 0" r-3 Hod <.r gal Triple 3 inch H,0zental 1T- U" KAYCAN "' ESR -1405 I P✓lost WideiyAcceptecl and Trustud Paye 2 of 2 Wind mslstancu of tho soffit panels is outside the scope of 5.4 Tlie sitting is manufactured in Richford, Vormont, under this repurt. a quality control program with inspuctions by 5.0 CONUTNON3 OF USE Architectural Testing Inc. (AA -676). The KaycanPVCSidingde,5cribedinthisroportcumplie,with, 6.0 EVIDENCE SUBMITTED or Is a suitable alternative to what is specified in, these codes 6.1 Manufactururs published inslallalion instructions. listed in Suction 1.0 of lhi, coped, subject to the fol;owing Dcuhle 5 in[h Horizontal conditions 6.2 Data In accordance with the ICC -(-S Evoluotion 'r Guideline for Vinyl Siding (AC37), dated October 2000. 5.1 hr, siding i; limited to installations on buildings of Type Double 5 inch Vortical V -B (IBC), Type 5b (BNB C), -type VI (SBC), and Type 6.3 Quality documentation in accordance with the V -N (UUC) consimclion, and to construction permitted Acceptance Criteria for Quality Docurnontatlon (ALIO). by rho IRC, as applicable. ZO IDENTIFICATION 5.2 The extudur walls shall be braced or shealhed to resist Tha Kaycan PVC Siding dosaibotl In this report shall be racking loads fiat materials in accordance Identified by a clamp bearin the Kaycan Ltd. name and/or 7' f 0 Y>' u codeq(I Milk of the dppliunble code. trademark, rho product typo, the slalemenl "Cmlfonne lir 53 Tho siding shall be in5tallod only on exLurior walls over ASTM spccificatlun D 11679," the statement"Confornis In UBC solid sheathing capable of resisting design wind Standard 14-2", the name of the inspulafun agency prossuros both positive and noyotiv0. Tho sheathing (Architectural Testing, Inc.), and the evaluation report number shall be covered with a water -resistive barrier, as (E3R-1495). required by the applicablo code. 12,_01 2'-0- TABLE 1-KAYCAN PVC 51UING MODEL PROFILE LENGTH _ Board 2. Batten Single 7 ind) 10'- 0" D-4 Aw ati Double 4 inch Hurizontal Dutch Lap 12'- 6° U-4 Maryuls D-luk, 4 inch Hurizontal 121.6" -- 0-5 conle"ii Dcuhle 5 in[h Horizontal 12' - u" - D--6 de0ance Uouble 5 ind, rledi ltal DuLch Lap 12.. W U-5 VctBwl Double 5 inch Vortical - 1U' - 0" Lewiston Double 4.5 inch Hufl4untal 12 - o" Newport smelu 6'!z inch HotiTmnnl �.-��• ^�. 0'park Bevct Double 4.5 inch Horizontal 0 O,: or, Park Cove Uouble 4.5 Ind. Hudz.nh l I2_C" Plataunt Series D-4 Doublu 4 inch Horizontal 12'- 6' Platinum Series D 4 Dutch Lap Dubin 4 n d. Har nndal Uutch Lap 12' • 5" Platinum Sirius T-3 Triply. 3 inch Horizontal - 12,_01 2'-0- P,Q,o P,OVa Double 4.5 Inch Hod-uLil 12'- U" Stun. Double 4.6 HorTzom ,al 121-01, T-3 Claz..ic T,ipa 3 ird, H .hal Uutrh La P 12' 0" r-3 Hod <.r gal Triple 3 inch H,0zental 1T- U" Vented 8" Double 4 inch Pud.ratcd ::.nit 12' • 0" Vm ted 10" OcuLl. 6 inch PeHnmled Soffit 12'- o" Solid 10" Double 61ndt Solid !kf it 12' - 0" Uwbc, Vented 12"!Solid 12" Triple'l rich Partially PeRoratud Buff1 12' - 9" Venled 16' Quadruple 4 inch Perforated Soffit Solid 1G Ouadmpku 4'nuit SVIi6 vo(flf 17.' 0" W J 111111.6 ® E�aluatc � Infuml +Protect Loa Anxdo /1(4 -4 Off- - 5360 W,akmm[ Still K.nd • W hxna, C100601 (562) 699.0543 phone - (562) 695.4694 r.,t - - Certification of Independence for Evaluation _0 ICC Evaluation Service, Inc. .� (1) ICC Evaluation Service, Inc., does not have, nor does it intend to acquire or will it acquire, ell a financial interest in any company manufacturing or distributing products for which Qy Q1 =3 O U 2 . U5 -0 © L L 0 (� 0 ® Q -J,, asse%(President .� ICC Evaluation Service, Inc. (3) C7 C_ 1-- M _0 E . - -M U) W J LU G Q z z Q J f� r 'yell r SHEET N0. PA 1. 0" 111111.6 ICC EVALUATION SERVICE, INC. E�aluatc � Infuml +Protect Loa Anxdo /1(4 -4 Off- - 5360 W,akmm[ Still K.nd • W hxna, C100601 (562) 699.0543 phone - (562) 695.4694 r.,t - - Certification of Independence for Evaluation ICC Evaluation Service, Inc. (1) ICC Evaluation Service, Inc., does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products for which evaluations are issued. (2) ICC Evaluation Service, Inc., is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. (3) IGC Evaluation Service, Inc., does not have, nor will acquire, a financial interest in any company, manufacturing or distributing products for which reports are being issued. (4) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial interest in any 0 other entity involved in the approval process of the product. -J,, asse%(President ICC Evaluation Service, Inc. AO VIC ao,lnuoRq:uwl amu • 71o0 ,A,rtY"u, St 11 7.,' I. Ann.,. Glti„n r,0a01 . 0611 6)9"111 www ice-ef.Urg flryanrl otnu 900 M,,,aenlr R-1. °.,,t r :\. Br,n; ,ahrm An Br„u 11:11 (las) 1994600 R<ylann ujfi v a 101( `Ant nom„__ P,.J,C,uw,r CI„h H,11,, 111,-, n]175 • 11081 799.1107 LU G Q z z Q J f� r 'yell r SHEET N0. PA 1. 0" , . !i � � 'i _10*,7. Rari,1111.0- , H, U "", ,_ -g: ary de'r I "I i 11� ". � M M __ ItA.Wffli � IFMIRU ffl� 11711111 5 ri . �. r- � . ..a. ly w, I' uIr - I . "vr � 111 i, ,]� , �, � '. " 2i I a- ,II , tP17 , , , iNfle` it , 11, 7Ni � ,'I j ",. ,��`�ffi , I r .1.1 �'L ,,�!j ., k � , . � ,. � M 1 �'r , � , I �� � , .-71- vo, , W, 6"I'l lit , , H, i �) I . 3' -7 'l,N!ilA,&o_A 46tr , I Iffrorfliel "A'All-A"fill "-,"", - ibi i o"!,,; % " , MIAM 'tii:U', ull ,d�P �,,?Zui 1��S�cv V" "P. 13 4M ; _­, I -r 1l,,,-,, � I It r1els � ',1,1111 -­Joiv� .Vro­ I ' - ,,,a"cj­ f luiub ; i"ca"o, I "'is -,h! I -1-11- 1.,!T ou. . . Pl.d..t Approval (_ ce'u. "", nw, Alcinvotil '--o,,-, '­" , "ritz, o",ICZ1, jr=,,k .LLER�_I,r �11,1 , i,""I"I.-ulrd _.. . Li I hius of Us. FL4 FL5lU4-Kl Appli ' JL100 Type Ru,iudh Code Version 2007 A pplica tion Status Approved Comments E -1 -tion Repents Alcinvotil "IF, PlOckl(t MallufaCtalln PI-phe In,, 1 Nallyu Pl,,,ticn Ccrl,. Add,ess/Phuns/Ehnall 52UO W CENTURY BLVD. L05 IGELES, CA 90045 (440�'969-9773 E�t 16 ro,�o,.,,,,eil�.:I,l��,tl�r.l�,.,.m A,tl,,,Izod Slunut- It. I O'C-nall ro,�oco,i,,ctic,pl"�tl,,�l"c.,..,, Tudinhual Rop-lanikilti- AdInea-Mi.ne/Empil Q.al,Ly Attlerancly Rcp,u,c,,LativB Addlou,/Phr,rid/Enroil Category Exterior Doors __ - " _­_­, _______,_____,­______­,_­_, - "­­ , Sub,al,ug,,,y Swn.ging E�ce­ur Door A��iiu,bljc, U, - '..'Ption - - .__ -.- � _____ Compliance Method Evaluation Report from a Florida Registered Architect or a I ranued E -1 -tion Repents Florida F,,,fa3a onal E * ue' , "'In Fiberglass Door --------.. _.. . Li I hius of Us. ,�� Evaluation hope A . KirdCopY Recolved Ap[,,,v,d fia I "', I,' 1i To F pride Engineer or Architect Name who developed Il r. r,LmIdt Verified by: Lyrder r. schrout, P.E. 4J409 VIC Evaluation Rol Created by I.dopardent Third Party: Yes D,wiUn P, a - uro: N/A Florida Ucanse PE -43499 PL6184 Rl U � E,V_A_L_G_1_t4.I_l Qua�y A sura,n,coz Ent I National Accutoiltuten and Monagorhant Institute product po rilcul .,a. (�uu y A:.o ra Cc c,olliact �xpjration Date 1 21,31/2012 . - . .. � . 1. Up 1. 3U . D'B Opal . fee , Fi .. be. Ula . - S . in I ul. . Ltd., � with Sfid,zlt, Valldabod By Ryan J, ,i":, P. . ___ Fra ... a. r, Vaillip. Clockli5t - Hald,.py Received Imitull.til." Inst, retich's Ce I It fi ca to of Lit depe o do it ce F'Lr�1.14._A�Rl OF IFL2-EPEN-DE�JIG-E.�ff All covert I. , ..a ,statsid. HVHZ: Yes V.,iflad By: Lyndon F. Sdundt, P.E. 43,109 Referenced Standard and Year (of,ltandard) Standard year E V.1mil Report. 101 Ii.s. I 1997 ad I lull Lila I Irritations, Installation Instructions and bite luil .S.2/NAFS 200 , lat]2alnuulL F-11 WBOR (,,r 1609.1.4 FECT, A"NI `Ia"5/FL9g6 2002 � - - -----,----- - . _ - _ ______ _. .___.________ --,-----I--- _.... - AS Cr,l E33u 21102 Up to 3-0 x 6-8 Opaque Fiberglass Single Door with Sidelite TAS 201, JU2, iU3 1994 Equivalence of Product Standards CiuLdriled By ',actions from the Cad. Product Approval Method Mothel I Option 0 Up I $ubrr Itted 10/03/2003 1 ,�a , b , V lidatical 10/06/200. Dra�ue Parting FBC Approval TO/ i D a Approved I2/lU/2uuB 1 _ ­ . - � ­­_ :-_:::_—,.-.-.-.:-__—_-:-==P=--�:=---=..---...------ " -- __ - " _­_­, _______,_____,­______­,_­_, - "­­ , FIL 4 1 Model, Nonlife, in Nent. - __ - - ____ U, - '..'Ption - - .__ -.- � _____ _ 6184.1 _ _ __ I a. Disfir,din Sah le, Up to jhj X G�U Opaque Single (X) linswing or Othulvdilt; E -1 -tion Repents Ouk en Sea INST 164.5 Tor Design Pressure Ratings, any Fiberglass Door --------.. _.. . Li I hius of Us. Junatell'tivu Instructions Ap[,,,v,d fia I "', I,' 1i To ri ,51t).4_g��_l�_LNql_(I�13-1.���t�df Ap proved for use outside IIVIIZ� Yud Verified by: Lyrder r. schrout, P.E. 4J409 A ... V ­t R"isn'"It: yes Created by I.dopardent Third Party: Yes D,wiUn P, a - uro: N/A Evaluation Rep.. t, Other: Suld 74ST 6104.1 far Design Pleasure Ratings, any PL6184 Rl U � E,V_A_L_G_1_t4.I_l ,nldl tic "' I use limitations, installation in-Ac,tioll, ,and Cleated by Indepandelit TIIj;d Fall YL , product po rilcul .,a. -1 ­_.­._i�j Li udis of Us. ' ­ . _____ - - IIIL14.� � � . . . . B . . to,rin,tj . .,I . ��.,i­ . . - . .. � . 1. Up 1. 3U . D'B Opal . fee , Fi .. be. Ula . - S . in I ul. . Ltd., � with Sfid,zlt, I (XO or OX) Thc Surefire Glazing Instulled Utilizing the Soap ___ Fra ... a. Li ints; of U&o Imitull.til." Inst, retich's Appo avoid far - I,, HVi Lip rl-5184 III if IN',T&1142.PcJf All covert I. , ..a ,statsid. HVHZ: Yes V.,iflad By: Lyndon F. Sdundt, P.E. 43,109 ImIl Resistant: Yes C reated by independent Third Party: Yes Ousi on Praise- N/A E V.1mil Report. 0 na: Sue INST 6184.2 for Q.�Iljr Pl.,,'Ufe Ratings. ,try th :1 Jjj_4__k L__A_�._jY6kkIii_1JL�' 18V ad I lull Lila I Irritations, Installation Instructions and bite Created by Irldependent Third Party: Yes Pro do ct particular,. (--Sao General Not. 3 shoat I of lat]2alnuulL F-11 WBOR (,,r 1609.1.4 FECT, U, "'I'll No FL -6!84.2 regarding sidellida plote(tion-) S�dolitaa in ra , I F , ru - a. , - I I. ... . _- � - - -----,----- - . _ - _ ______ _. .___.________ --,-----I--- _.... - ---------------- 84 c. Distinction Series 61 .3 Up to 3-0 x 6-8 Opaque Fiberglass Single Door with Sidelite Approved for ll,re u Laid I Vi Yes (XU or OX) The Sidelfte Glazing 1-tailtd! Utilizing tile Lip Impact Resistant: Yes Lite Son,,, Fi-arn.. ------- __ Limits of Use 11 vicallation Instrotti- '�� � Approved to I ,'a, I,, i Plo r F ,154 R I If IN5Tj1_134._34pdf Approved to, .re outside I I V I I Z: yes Verified by: Lyndon F. Schmidt, P.E. 4:,409 I ... pa" R-ilhunt: Yes - Creacd by Indupoinficurt rh4d holy: Yus lo-iUn 11-1clue: N/A fivalueti,al, i I. Other: Sea IT ST 6104.3 hot Design Pressure Ratings, any FL.5184 .AQ EVAL GIV-1.3.lod - RL . _ additional olo�11chations, tratallati.. i-t-Lil-and Clotivil Uy Independent Third Party: YQ, product particulars. I- -See General Note 3 5huat I of Up to 6'0 x 6'8 01) alit I a Fi be rg [,I s s D one Ia Lloc, r with D,..i,g No. FL -6184.3 regarding �iddlhL. Topectlon ­)_ 34A, 94, ,L1, ,10, l2b, dtib, IRST, WIIIII)C011 W6 Ganage Docur with Optional Impact - I S I Bodies (OXXO) The Bloodline Glazing Initallirl Utilizing the __ - — _____­_ 6134.4 d. Disti-ildn Series Up to 3 0 " G'8 Op"que Fiberglass Singlo, Due, with _________­_ Unit It of U.. Sid4litali (OXQ) Tile Slaelltia Gla�ing Installed Utilizing the Appalled fal , ;,:Il,IV III 11. Frahro. ___ —.-. - ­.. .... .. ­ __ __ _ __S,,,p of ',lit. of Us. _ Installation 1-Dructitall. App -ed to in IiVi No FL�J,uq R I I I I Net f 6 LJL4-4 2�jjf Aplooved f.: I'll-, outside IIVIIZ: Yes Verified By: ly,don F. Schmidt, P.E. 43409 1 ... pact Resistant: Yes I ... ted by Independent Third Puly: Yes - Pie .... a: NVA Vat-igi,il- Eealmiti a. Report. INST G 1 34.4 for Ee�lgn P(eF.-,LJra Ratings, any FLGV34 RI AC FVAIL 6lu,lA Let additional use I;t'l ratio"" I-rallation instrudiche and Created by Independent Third Party: Yes p,udaU part! on '"o. (-S=. G-riuul Not. 3 �h­t I of [112-1-11 UraAlIllf No. FL -6184.4 regarding sldolh��!!!!�!�thool ") cade­od,­W­d� ,-.,at - b,", --- II ___ Di,li,,,Lllll soll,1 _____ Up to T1 , 1,'3 Op,qu, libeirlaos Single D ... will, 11104.1 Srd�llte OI SideliLa, (OXO) Tile _ _ing Ir,U,,,ud Utilizing the _ _ _____],. Lip Lite Screw Frome. ----.--- Limits of U;�., ___ lusU'llation 1 -t -ell App -ed use I" HVi ild FI -6184 RI 11 INSFIGIU4.5,plif APT, .... d for ... ..told. IIVIIZi Yes 3 Verified BY: Lydda,) F. SchnIldt, P.C. 4.3,109 I ... pact ltilsh,Wrlt: Yes Clqut,U by Independent rhj,,i Party: Ya, DaujUn P,- ­a; N' /A E -1 -tion Repents Ouk en Sea INST 164.5 Tor Design Pressure Ratings, any FLGI64 RI_AC-EVAL 6104.5.prdf a d jinjural b1z limitations, Installation instructions und C,.LeU By Indipendatut Third Party: Yes product porUcukuV. (­Scu Cultural Note 3 ,ft I of Dania D,oZong No. FL -6184.5 regarding sIll protection*-) I * __ ­________­­­________ 3830.2 b. 'Fibeirclassic" / 'SrccthSc,r' Inswing fillulan.1d Opaque Fflbarg!ass Doors with and ­ ---.- oladkjunatiqr� up to 6 a lit height) -1 -----. _ 6164.0 It. Disturster, Series Up to 6'g x is'Is Opaque boul,lis (XX) hisning or Out5wing Quality A��.aurance Entity ­­­ ­ Fiberglass Door ___.. ­ ___ -1 ­_.­._i�j Li udis of Us. ' It stAlkili'l, Inittlactions ` App. .,ad To t us, in [IV I Z: 110 F�6184 Rl If 11,15T6134,15.palf Approved fur , u . e . dt,ida i Yes Verified By: Lyndon F. Scharldt, P.E. 43409 lotiln't Re.;,ataut: yda� Created by Indepundtort Inind Party: Yes Design Thesis.- LVA Coul-ton R upon t. Other : be. INrT 6184.6 for D-ign Prussia. Ratings, any FL,3184 Rl A PVAI 6ifl.11.16 hit 'IddItIonal us, imitati,jI15, rntillagoll lj�,trtuolwns and C -Led 'By Indtipilrident Third Party: Yes product particulars. - __ __ , " - --,---------- Y.,L .--- __ - ""*----- __ G104.7 _____ ___._ __ -1 ­.­ io� Dial.in,l Series ______.___.________ Up to 6'0 x 6 . 8 Opaque Fllbzrqla�,s UuUU[e boor with 1.1 A51M E1300 S (O XXO) Tire Shof cilizzing Installed Utilizing the lat]2alnuulL F-11 WBOR (,,r 1609.1.4 FECT, _ S�dolitaa in ra , I F , ru - a. , - I I. ... . _- I.., I .1111, Li ... it. of Us. Inat.tIlAtion jusipectiona I "Ill Apprce.d In h:,HVI1�Z:IN0 EL6 �8 , R L I rLq rAl 64 7 "t L_ LL . _ Approved for ll,re u Laid I Vi Yes Verified BY: Lyndon F. Scl��,411 P.E. .Q.109 Impact Resistant: Yes Created by Independent Third Party: Yes U.aiq � - Pre. - - D/A Ev.1-timi Hattori. I tire, INST 6 34.7 fur Dooluo Pro- IUIQ Ratings, any : I '�,ulrbrl LL�Ljj_L�.L 6=_ML&jgj,LLtg_f - addhUou'l u,e I ... It'll In'tallation Inr and 0 E%. CluaLld by indolichdoit Third Party: Yes I'lodn" jr, , tIc.l ( I -S.. General Note 3 si,eat I of brown, g No. FIL-6184.7 regundlwj o[dcJRL�wDe(tIQh­) In, App .... al far ,,,, in HVHZ: No Pl_tio/5 V2 H IQI34U-g- iVI, Let , , 11 .-.-I----- .. I I . I I . I .0 I . . .11 I 11 . . . . , , . . . .. � I - . - - ., � - - - - 6104.6 h I , it ri such S or le� Up to 6'0 x 6'8 01) alit I a Fi be rg [,I s s D one Ia Lloc, r with - __ .--.-.,- __­ -­­- _1__.,_____.___._-__ -11-1- r- --1-11 ­ ---------------- - r5 -ol u-.5 -I------ - - ,�, ,�D�,g PAN -21l ", /g, gleel Pat, (nnnn. i! u go.) Upu Ula -Car (9'2" to 16'2' wide) 34A, 94, ,L1, ,10, l2b, dtib, IRST, WIIIII)C011 W6 Ganage Docur with Optional Impact - I S I Bodies (OXXO) The Bloodline Glazing Initallirl Utilizing the -,.-..-. --.--------------- Lip Upd, So Q. F, onnu. ­.- ­­ .�-,-.--------..-.--.----.------------ _________­_ Unit It of U.. Installation In't"eti.n. Appalled fal , ;,:Il,IV III 11. FlLtsl-.4 R1 if "L­,rgi,i,i.l,r,pqf ,ova , �:Iia App d (a d . ,2. IIVRZ: Yes VerlflQd By: Lyndon r. son,lat, P.E. 43409 Impact R.sienlri Yes Created by findcoandent Third Party: Yes D -14h, P. el -le: N/A Eval-ti.ir Rep., to Oti i ca: See INST (1184.8 for DiRigin Pressure ratings, ,any F1,G184 RI AE EVAL610I.It add thoral use limitations, Installation liustruc lomt and C,rpat,l,j by hurtunindent Third Party: Yes pi � court particular-;. (--Sao (;chat A Note J 5hvqt I of Li Ple.surre; is/ P!bF/-4l V�;F Evaluation Rep., t. Dre I ing No, FL -610-1.8 regarding sidelite protection 4 -) ___ - - ___ ___­ ­ ----- - I - � . - - . - ... I-.--..--- ------------- Ei� [112-1-11 - I ...... 1, I-, ­",uri,al af-or-I, Iff'- lia"", sol-, - -1- cade­od,­W­d� ,-.,at - b,", ,Ia 1-ve 1.11111a 31-1919 24uil ,a� 20) 191 1121, F- (1350) -1 IIJ6 , I " F1.8838-Ilil 1k -11 .."111 , �- ­ - l4" g't'�-,,t",,,� io, , '. . u, , , yw � �", ,I� sigim, I T , �, �� "I , �� , r, IN, � if," � aii I Revision Cad. Ver.,linn .: , , . 1_3 E.KLFA ci,n�", "", - ,, Appre-d Vt=n iin­,.,,�,,tvama �r,.tnloh,_1.1111.11 B.11,11'�r.v [ ,-so or, j ue,u-,,,n­­ run ,,.: -,,u " t,'rti e. 1 �Lius � I ,,.is � F,L,[,,L,,,, ` ro. I Orl I B;p­cetia� I I,,,, i 6.1d, 1 . filf� T� -I , � 144i',, n', ,,., I � , I Kv �, � !,ruil ro I cou, I is� . , - T Evaluation Report - Harduopy, Received 11, d �, ,,,,, � wIf le, � PS. �­, 'LlIll 111- 1-1, � i 1,1 cilc­ Lot I A,i Dania F 9 F1.8838-Ilil Application type Revision Cad. Ver.,linn 2007 Application Status Appre-d Comments Ii . Approved to, inse in IiVHZ: Yes FtOktm Rl 11 INt;f HIF38.1 put Aldliled T P, ud I of manufacruircer fhllllla-Tlll Colpordlion, Address/Phol,I/Ennall Ila Industrial onivii Edgerton, CH 43517 (419) -195-1 ,10 sj�sp�r�.�C�,bttt��i,..I.gl.�.,�s AILIIu,ilVU SignaLul. Steve jawicn5,11 �j��per�.,,C,ttteci,�,olo,gl�,.t.5 Tachilital Repicutluiloublie Addlels"PhInle/Er"il Quality A,:aUI,,nC6 RaolosematiVd, Add,ass/Plion.vErlail Category E.terar Doors __ a Tj 0. I Subcategory 5.1 ... sing E.te,j., Door Aiasarnbles ,thout SnIalres - (X, XU or OX, OXO, XX and OXXO , �= Compliance Method Eve I nation Report from a Florida Registered Architect or a Licensed Ii . Approved to, inse in IiVHZ: Yes FtOktm Rl 11 INt;f HIF38.1 put Florida Pi-vie5ai-ef Engineer Impact Resistant: No Created by Independent Third Party: Yes Design P,.,..r.: N/A Evaluation Repute. T Evaluation Report - Harduopy, Received additional use Urritatiort Installation in -1 -tions and U9�tjij Pd ' f Flo thou Cinglueer or Architect Nome who developed Wendell W. Ilaney * __ ­________­­­________ 3830.2 b. 'Fibeirclassic" / 'SrccthSc,r' Inswing fillulan.1d Opaque Fflbarg!ass Doors with and th - EvoluaLl- Report oladkjunatiqr� up to 6 a lit height) -1 Limit. of U- Imirt.1ficaticas Instirrinotiort. -d Florida License PP -54153 lunp-t Re.hartfult: N. CrgdLod by Independent Third Putty: Yes Quality A��.aurance Entity National Accreditation and Tlanage.ment Institute ,latild had old limitations, Installation 1-truction; and E=22_l3iJi_AL_2YLL8Qol Of Qu,ility A-ni Cohliloct Expiation Cale 12!31/2011 893913 Validated By L.F. Schmidt, P.E. wr­hvut Sl delites - (X, X0 ., Ox, OXO, Xx and OXXIJ 1IRSr, GRST, GRSr, 2RST, 48, 42, S Validation Checklist - flardcopy Received ___ - i of Us. l-Wilotbou Instruction- liqlICaLe of Independence ELU31-EL-1,�U-';-ELL-QL-LW2U-�PLf'aN'E to 1 ... il 11-i3tont; flu Cirouted by Independent Third Party: Yes Design Pleasure; H/A Ev.1-th- Reports Referenced Standard and Year (or'Standard) alarligniLd Y.,L areas Inside tile FVHZ) Accepted Englicaring Practice ZU07 d. "TterClassic' / *SrnoothStar' Inswing Insulated Opaque Fibergkiss Door, .ch add A51M E1300 2002 lat]2alnuulL F-11 WBOR (,,r 1609.1.4 FECT, ASIM C1300 20011 Approved far ... I. HVHZ: Yes FLSU38 Rj_jI_jNST3P38.4.pdf TAS 20i Idyl C jul,altonce of Product Standards ` Certified by Sections from the Code Product Approval Mbtlhod Method I Option D Date SuUnittild 06/24/-1008 Data Valhd,lud 071Q/20U8 Can) Funding FLIC Appev,Il 0711012000 Cold App,ov'Ll 09/15/2008 �L ..... i,tLy_a! PL��d!!Lt.._____.....__ __ ____ ­_­ ­­ ____ __ FIL 4 I - __ Model, N ..... be, or Nuu. U.."il - __ a Tj 0. I ------..---. "unotfistarr" Oul Insulated Opaque Fibc,glp55 Dourra .ith and Code Version ,thout SnIalres - (X, XU or OX, OXO, XX and OXXO , �= Appl,cation States Can fulipilrati- up to 6'a in height) __ _ - Lind at Us. Instal ,too, In't-111.111 " Ii . Approved to, inse in IiVHZ: Yes FtOktm Rl 11 INt;f HIF38.1 put App .... A f ..... .. L�id. HVHZ: Yes Verified Uy: Wardell IN. Harley, P.E. 54153 Impact Resistant: No Created by Independent Third Party: Yes Design P,.,..r.: N/A Evaluation Repute. lot[ I or: ',as LAST 8838.1 far Design Pressure R,tloy�, ,try t4 wUIJ�U�4.,,Lf ��� additional use Urritatiort Installation in -1 -tions and U9�tjij Pd ' f product particulars. (Note - ASTM E1300-02 utilized for Created by Independent Third Party: Yes , Int,la-liald. tile livirz) - ----w- ---r-w - -- -- * __ ­________­­­________ 3830.2 b. 'Fibeirclassic" / 'SrccthSc,r' Inswing fillulan.1d Opaque Fflbarg!ass Doors with and wthout Sidelines - (X, Xo or OX, C)XO, XX and OXX0 � oladkjunatiqr� up to 6 a lit height) -1 Limit. of U- Imirt.1ficaticas Instirrinotiort. -d 11 _dbjL0 Approved far use 1. HVHZ: Yd FLH_38 At_ i --"It Ap To , it to sis .."aid. It VIIZ: Yes Verified fly: Wilindlell V1. Haney, P.E. 541S3 love , ra lunp-t Re.hartfult: N. CrgdLod by Independent Third Putty: Yes be fur, I ........ : N/A Ea. linti.r. Rep., I. al Ir Other: So* INS r 0033.2 for 0 it Press,,,- Ratings. any FLaII30 RI AE 5Q-EB4-00-04.pdf ,latild had old limitations, Installation 1-truction; and E=22_l3iJi_AL_2YLL8Qol Of product particulars (Note ASTM EI300-02 UtillZod (of Created by Independcht ThIld Party: YoV areas inside the i _ __ _1— ___ - - 893913 __ — C. "FIRD�ICI.551,� I - Sm-thbLat-' onots.Ing It' SuldLed Opaq-je Fiberglass Doors with and TAS 202 1934 wr­hvut Sl delites - (X, X0 ., Ox, OXO, Xx and OXXIJ 1IRSr, GRST, GRSr, 2RST, 48, 42, ,unfl, I foratle.5 Up to Oro 1. height) ___ - i of Us. l-Wilotbou Instruction- Appi .v,d fial ,,,, in i Yes, FUna__ILR_M�1� a , in. Pill,- d I. .a .. Laid. liVHZ: Yes V111flod By: WQI,dQll W, Haroy, P.E. 54153 1 ... il 11-i3tont; flu Cirouted by Independent Third Party: Yes Design Pleasure; H/A Ev.1-th- Reports Other: Sea INSr uudd.d, for 0­gn P,absu,q Ratings, any FL9��3�_l�l-AE-E'?-EU4-00-04,P,Jf additional use InTitation5, lr�tdjlctloh un.trudions and Maio RI As FVAI Hu�U�i.jld product particulars. (Plate - ASTM E1300-02 utilized for C­t.d by Independent Third Party: Yes areas Inside tile FVHZ) - ___-__ ________ ____ - - � I — 0030.4 d. "TterClassic' / *SrnoothStar' Inswing Insulated Opaque Fibergkiss Door, .ch add 5taudord .1thout Saunters - ()(, XO or OX, CAD, XX and OXXO lat]2alnuulL F-11 WBOR (,,r 1609.1.4 FECT, confingun ,dion, up to 8 0 1. height) .---- ­ ___ Limits of Us, linst.1l.tuan Jul.t-ti ... Approved far ... I. HVHZ: Yes FLSU38 Rj_jI_jNST3P38.4.pdf i.e. -d - App, d f ....... tsid. livilit, Yes Verfl By: Wendell VV. lorray, P.C. S 111,13 Impact Retailat.ruc NO Created By 1. th.peralent Third Party: Yes boahju p ...... a: H,'A Evaluation Report. 0 Ill " : See It ST 0338.4 for Design Pnw,urc Ratings. any FL3U3 RLAC EC-184-00-04.Pdt FL8838 ill . � additional auo�lrnitztkmz. installation instruttons and _P FV-Loulallp'llf product particulars. (Note - ASIPI E13-10-0-1 utilized far r-ratebil at Independent Third Party: Yes areas Inside the HVHZ) __.- ­­ __.__1 Lti Iliad] ------,--- ­_ , ­ g 4�'§!ijjjllat � & fi , g�s , p a"�,­Ii`,' r- a _ � - - - - U.F­ ,� Ili I , 4"" :; , -, " ,,V, ,��,�tr -,,�". ... ji , .11� I Vl.' .? "r M, 4 1. , ,� . zol _, , ill, NP1110" . 2F4 "' " . tt .!t�:� �jjp, , , 520 i )-i"", �!""- 1, , o riv '.." _ize , 11 i'll"..,"� I _,:r ,;� ? �b-_I, mt= lam -mm iirwo.,ki u, &,A�& U,15.... ' _" , 1 cne, ­,,­ -A i -go f 5-t -,l, obrb,41,oas - n.lianors 1 lu-t," f 0,:V�-ol,flito � L- -1.1h I . - P. . d - t A Pill I -11 i usell: �­ - ?%ud,stAA­1'u­ . F��lll'­oc'��­ , ag! � , � . - , H,E Vlo� _14 . �P.aii,h_ �uul IF L S H 11-441 Ap,.1catio. Ifige :, .. Code Version 2037 Appl,cation States A;,;,o,,rdI Convoluds 9 Evaluation Report - Hut dcopy Received A,chl,,-J 1! Product Mjnufj�vurer Thwurrai-Tria Corporation Addressisirome,ximidl 1 13 Ino.:Ulad Drive Ed,;ahi Off 43SI7 (4119) .195-1140 s1AsWszhrtttttcchnolo9IQ�,us Authorized Sighnitoly, .A.U. ifersilt lulaellf -1polliliende tortS.00111 Technical RePlesentilto- Addra�,,/Phane,-_ ail Quality Assurance Rapriesoidt Add-5,/PhodupErniul category firoarlon, Doors Subcategory S­�ihq E,dell., Do., A-rholea Do ... plane. Method E-;&:ujtJ-. Report from a Florida Reap5tal oil Architect at a L-Rell.ed ApplicaLN11 Stat -lis FlaulCa Frotessle,,il Engineer conlrylonts 9 Evaluation Report - Hut dcopy Received Florida Conlin "", of Areputect flume who d.ve:oped Lyndon F. Schmidt, P.E. the Evalloattva. Rapeurt I i -t the -,Vitro ludd requileill,1111:3 'if th., , Far. I wo typeV of Florida License P-43,409 Qua�:ty Assurance Entity National Accuraditation and maragernent Inistil Qua ty Assurance Contract Expiration Date 1213W2011 Validated By Porl, 1. lung, P.E. Honda License Z Valloalon Chdclklh�t - Hardcopy Received C.'llificzate, of bullignund .... F1,1244- RO I CERTIFICAf __ I EPENDErl Interl Testing Services NA In- E TLIWarnack Referenced Standard and Year (of Standard) St-d,,d XSBUL 05121/2023 10111.52 1997 Validated ny TAS 202 1934 Equy ' lattice of Product Stindin d: Certified By !;actions (rain the Coda j__-—,-,- -1 "'s, g,�,.y&� qi"- .,� '"I", , "" I- -, l - , , !2.4 . , � , M � �, A -1-M ; 141122�R'111 . �1 I'M 11" l, ri" i - m ,r""�llizi��sEfg-�121,�,;Z-T��li-L'I'li'I 1411 . T r I I uchull- 1 ." I 1_1­,�e_-Lei , i,,t I,- I- ,*,Lr,t_,­lu,,, [ _,ta­�rd!Ll ' rniLl�lbllr� [ ry"011 i D`:Vlooellal I Lit, , ��,,h 1 �ra�c,ci', I Product Approval 1�11 o"ll I ,.,I " ir. I I ELL���,L,S.Illtpi����ill�l,���Mll'��p[��t,�,��tlAppik,li..���4 FL # FL�6/u-1 Applicitiun Type Ruwl�4QII Code Version 2007 ApplicaLN11 Stat -lis Approved conlrylonts E-1-ticni Rul ts A,,I,i,dd [­� Product Manufad-, ClIpay BUlId1rg PlOdUIR CpI.q,,hV Addi oF,/Pin one/ Email 8585 Duke Blvd. M�­u Oil 45040 513) �70-062 ...... r,t,,rf,,ltkor,lrppy ...... Authorized 1-:ignarture Slott Hurnil oil �lh on,l ton �--brappy.ourn eohnical Representative Addleo5iPholle/Echull Quality As5prounce Representative Addl-'s/PliQlIc/Eloall Category Exterior Doors App. .v.d far ulie in HVIIZ: NO Subcategory Secti.mil E.Lied.r Cra.r A53-n,1UIr-a I Ve.-Ifi-d By: Mark Westerfield Fl. PE 4,3495 Co ... phance Method Eval - ation Report from a Florida 'Registered Architect or a Licensed E-1-ticni Rul ts F dride P,vfdsai­pI Engineer LL5675 ftj_i�E IBPC 001027-A Pat I i -t the -,Vitro ludd requileill,1111:3 'if th., , Far. I wo typeV of 5 Evaluation Report - H-doopy Received ,Jpt. glazing ore avallublo: (1) Opt. Iq[ o .tIon I'l 0 food LaXa I Florida Engineer or Architect Noire who developed Scott Hatrillon Verified BY: Lyndon F. Schirldt, P.C. 43409 tile ,vahbotlan Rip -t Created by IndlopenderiL ThIf,I party: Ye5 Ragians (WBDR) or (2) OpL Pro- U GI-I.g that DOES Honda License PE -632.16 Fi l FIVAJLA�AA-A pot Quality A'surance Entity Interl Testing Services NA In- E TLIWarnack Harney Quality A-Fance 1:0fluract Expiratrin Data 05121/2023 __ Q ' 25 W5-16 PAII-2FI53: 84A, 94, Steel Pat. ( ... in. 25 go.) Double Car (92" to 16'0" .idd) b Validated ny Gary Pualhltar b. derCla5 sid", 'S mouth Star", 1IRSr, GRST, GRSr, 2RST, 48, 42, r1- ValidaLl- 11-khA - fla,d,,py Received r _ 55, 48B, 42B, 55S -------- - lioftifi�ata of Independence E -15i M.FL2 _2_)1Ce,Arj_�aIiJ.g'_, _A_Iur1cP�eLuaIcq_ lfvgi��L�u_'Etl Apturoved ,a, use outside i Yes Verified by: Mork Westerfield FIL PE 48195 Gary Pfinahlo, iLdj D-ight P-siore: too PSF/-JU PSF E1.1-ti,on Repiartat Other: All OPTIONAL glazings avallable for tills product FrUt,75- P.2- _AF CHIPC fLflj0z 7�A pd - FL,3675 112 COI ntatamorit grInt[gapendence af__�jAltJirjtIjau��hLty_- ropt, glazing are available: C.) opt. Injection Molded Lexan ScepHunniften.prd 3 Cyclic Pro,-,,- requirements for Wird-t— Dolods Referenced Standard and Year (of Standard) 5taudord Year lat]2alnuulL F-11 WBOR (,,r 1609.1.4 FECT, Arl�;I/L)AgMA IQU 2huu� !4A, ", 42, 45, 425, -185, 4RSr, Wfif UCOuE-:9 V16 Garage bec, with opu"nal Impact. 1 A51M E330 2002 Approved far use 4 HVHZ: flu FL5675 R2 11 101348-A-R-yl�uj;dl TAS 2 a I Iq_14 Design P ...... o: +30 P5l F'jF Ev.pantill.. Report. FAS -,O-, i9911 hiripact). I- ______ TAS 203 1994 E " ul,plaro. of Product Stimulant, IqLilnad By 5oulith, from the Core Product Approve[ Method thatholl 1 Option D Date Sudinhil 0710112003 Data valldoted 07/02/2009 D phe Pending FBI Approval 0 710912OU9 Data App, avoid 00111/2009 5675�24 ] 024 W5-09 PAN -2V151: 64A, 94, Steel Pan (111111. 25 g,l.) Slingle-Cat (LIP to 3,0" "lit,)) I 11 ' 71, 1111, 191, 11, 11V, IP5T ' VIIIII)COU1,1W) WS oatage [)car �_ __ - _____ 4R,F, oill!or, 6RS - F, an. 1 5, 1 T . , 48 - , 42 - , ______ - - - I I - - - - - - - ___ __ --­ - - - - � - . ­ - I 1 g5. 4UB. 142P, 55S' 1 Limit. of Us. Installation instructions App. .v.d far ulie in HVIIZ: NO I rt %75112,11,1021 I0-R@vI4T)df Approved to, unne charladdlis HVIIi Yes I Ve.-Ifi-d By: Mark Westerfield Fl. PE 4,3495 Impact Resizill N/A Created by Indapendoint Third Part,/: No Design P -,,.,e: ,jo Pgr/_:I2 TSF E-1-ticni Rul ts Oth- All OPTIONAL glaz[ng9 available for this product LL5675 ftj_i�E IBPC 001027-A Pat I i -t the -,Vitro ludd requileill,1111:3 'if th., , Far. I wo typeV of '.'I eated by IrdQp,.ndQnt Wild Party: No ,Jpt. glazing ore avallublo: (1) Opt. Iq[ o .tIon I'l 0 food LaXa I FI'?44j_Lll_ff_IH­I?4AJ 1 idt frarne d% rolazing that uouub moot the Large flia5ila Impact Verified BY: Lyndon F. Schirldt, P.C. 43409 ;ii Cyclic P-sne ,eq,inrementa for Vlli.d-b,,,r- Ll,b,is Created by IndlopenderiL ThIf,I party: Ye5 Ragians (WBDR) or (2) OpL Pro- U GI-I.g that DOES E -1 -ti.. Report. NOTirtuat Lite nrp,lcl. r-iAunil. fuquirellent fur WUDR. Tf to Fi l FIVAJLA�AA-A pot pioduct w/Q glagwy UCES coniply with the Impact resistant Created by Irdepimd..ItThi,d Party: Yes requirement for VVBDR (ref 1609.1.4 FBC). . .. I - . � . , . . ,. - ­ - ___­____ ­ � — ___ 50/g.�� __ Q ' 25 W5-16 PAII-2FI53: 84A, 94, Steel Pat. ( ... in. 25 go.) Double Car (92" to 16'0" .idd) b — _________ ____ r7d ' 75, 1500, 190, 76, 7GV, 4R5T ' WINUCOUE�al W5 Garage Door b. derCla5 sid", 'S mouth Star", 1IRSr, GRST, GRSr, 2RST, 48, 42, I r _ 55, 48B, 42B, 55S -------- - Limit. .1 Ulits fre,billittion Instructions Approved far - in 111ti N, FIL,675-92-11-01991 I -VII rd Apturoved ,a, use outside i Yes Verified by: Mork Westerfield FIL PE 48195 1 ... pact Ru.i.t.ri N/A Created by Independent Third Party: N. D-ight P-siore: too PSF/-JU PSF E1.1-ti,on Repiartat Other: All OPTIONAL glazings avallable for tills product FrUt,75- P.2- _AF CHIPC fLflj0z 7�A pd meet the wind load requirement, or the F3C. Two types of Created by lociap-drunt Third Party! tic ropt, glazing are available: C.) opt. Injection Molded Lexan F,a,,-,. 8, Glazing that DOES meet in- Large ML,dle Impact 3 Cyclic Pro,-,,- requirements for Wird-t— Dolods liQ,jl,jj,5 (WUL)R) of (2) Cot. Flame a 1�1azing that Dc)b�; i meet tire impact I u�i�,turrt requirement for WBDR. The i ct, ,,/a g1ii,ing DOU� r -ply With the !.pact -iistailt lat]2alnuulL F-11 WBOR (,,r 1609.1.4 FECT, 1 ,1171,11 -U9 PAH -21`153: 73, 75, Steel Pan (min. 25 Ia.) Single -Car (up to 910' wide) 1151 '116 !4A, ", 42, 45, 425, -185, 4RSr, Wfif UCOuE-:9 V16 Garage bec, with opu"nal Impact. 1 ____ GREiT Rels - to - nt - Utlas _ _ _ _ - _ �. - - ­ - - - _­ - - - - __ - _________________ - ____ Limit-- of Us. Inatallation, Irish actions Approved far use 4 HVHZ: flu FL5675 R2 11 101348-A-R-yl�uj;dl Approved for 'I- outside HVHZ: YQ' Vat TIQd By; Mal k W-telfield hL Pb 4.495 Zmp.,t R-;at..t: Y1, Created by Independent Third Party: To Design P ...... o: +30 P5l F'jF Ev.pantill.. Report. Other: Solid duc,v (no glaling) or door-, with optional FLS675 R2 AF CbF(: Q0IQ11-A Lid Innipact-roolstant glazing are Impact. fusisto nt (large uls5ile Created by Independent Third Part,/: Ila hiripact). I- ______ 113-.1 PAII-IF:111: 11, 11, Sleel Pon (rhiri. 25 ga.) Single-C,,r (up to 9U" .do) 31, ,12, 48, 4213, IBLI, 4RST, WINUCCIoCt,A) ING Garage Door � - --------- --.--------- thrifts of Us. lin.t.farti.. lurnit-tiorn a In, App .... al far ,,,, in HVHZ: No Pl_tio/5 V2 H IQI34U-g- iVI, Let App . olood in I .so outside, Fl Yes Verified By: Mark Westerfield FL PE 43495 1 ... par, Ite,liatent: No Created by Independent Third Party: Ila Doi Pire-ne: +35 P5F/-42 PsF E-knitia. Report. Cqf­ Tile glazing aVollua. for thlb, product r-ats tile Filitl RAI AE I�K. .p� tp��8 I'll wind load requirements of the building code but DOES NOT Created by InLipandent Third Party: N. ridet tile rq,a,t 1-11 WIL I clink orient Lot windboi I). debris irc9lon5. --------- - __ .--.-.,- __­ -­­- _1__.,_____.___._-__ -11-1- r- --1-11 ­ ---------------- - r5 -ol u-.5 -I------ - - ,�, ,�D�,g PAN -21l ", /g, gleel Pat, (nnnn. i! u go.) Upu Ula -Car (9'2" to 16'2' wide) 34A, 94, ,L1, ,10, l2b, dtib, IRST, WIIIII)C011 W6 Ganage Docur with Optional Impact - I GR - ST - �- Resistant Lites � ­ ­­_ � I Limits of Use 1-11i.k.b.. lust -ton. Approved for use it, HVHZ: No FL5675 III If_ I0Is39-A.IR-VI0.Sh,i Andover! f. , in ,e outside HVHZ: Yes V-rifi�d By: Mark WeAeffeld FL PE 43495 Dili Resistant: Yea Created by Independent Third Party: No D.Asine Pre-uhre; lay P5F/-4i ISF Lvaluatiqui Reports Other: gclid boors (no glazing) at* doVi5 voth optional PL5615 K2 AE CUK ti"530-A.pcc impact-re5istant glazing are impact- resiatum: (large .1,cjld Created by Independent Thi�d Party: TV [ ... pact). - --------- - I 1 11 ­ - ___ I- --1 - - ­ __ - __ 5675.54 I'll -16 PAll 73, 11, 3teal pan (min. 25 go.) Double -Car (92" to lr'2" wide) 11114 84A 94, 42, 40, 4213, 4013, 4RST, WINDCODE--fj VVG Garage Door �RSrf - thrill of Use Installation Instructions _Rlap�f 1,. p Appr ... d I ..... in [11111: Ila F�LLC�Z5 tL��I_t�llsjlj:V� Re�IQ*s ,q App ,.,.d for , ... .. Daid. IIVIIZ: Yes Verified by: Mork Viesterfald FIL PT ,18495 Impact Rzonisil NO Created by InctpQndQot Third Party: flu Li Ple.surre; is/ P!bF/-4l V�;F Evaluation Rep., t. Oth- The glazing uVallaLle far this product hindats Like FL5675 R2 AE 1BFC 090630-ALd wind load ,eq,hroments of the building code but DOES NOT C,qued by Independent Third Party: No lo"t tile hipact resistant Ieqpr on -It For wildbolon, th,lund ragilans. Product Apip .... I Method Matted 1 Option D Date swbillitted 04/1//�.Ijul) Doi. Validated 07/08/2009 Date Pending FBC Approval I)7/15/�.009 DaLq Approved 08/1V2009 FL r, _I ,�.i,f.�,.. ,c, - No.. M adel, _ � -N!_ -ti - ---------- U-,,ipti.n __ - - - 1441.1 I- . � , ,, - " "" . "' ,u , o,C, - o" �;­vllh�;ta, TO,i Tj cipaq- F,ber-gl-Singli, Do.. .,iLh Tiran­r - ,_, ,. &-, , , t., or 'Cla­*Craft c C (OIX) - Ins.Ing or Olts,ednig Rest[,' Series - - Li ... it. of Use In.t.letian Irst ... thurs Approved far mi. in i To FI'?44j_Lll_ff_IH­I?4AJ 1 idt Appi rived for use outside HVHZ: Yea Verified BY: Lyndon F. Schirldt, P.C. 43409 Trop -It Ruiskiltent: No Created by IndlopenderiL ThIf,I party: Ye5 U -itim P ... s ... : NJA E -1 -ti.. Report. Other: See INST 12441A for Design Pre -Ile Ratings, Fi l FIVAJLA�AA-A pot any uddithtmal - 11 ... Itatl."" In,ti.1lati- liu-sh ortlIms and Created by Irdepimd..ItThi,d Party: Yes product particulars. — _________ ____ 12441.2 b. derCla5 sid", 'S mouth Star", 3-0 . 5-8 Opaque. I'llbargl-is Single Do., .it!, Slef and I'F . "C cv,s!:c�raft.' or "Cla55ic"raft I Iran5am (O1QXQ) - In5wing or OuLawing - I-.-- . Ru:ti c Series _ Limits, of Use 1-tal .ti.n 1-thriotti.n. App, .Va it Tor us. in .Vi go F= RO 11 INST 12441.2.1,:df - --- - crove App df ..... caur taid. HVi Yes W, if,. . u,ndon F. 5,innidt, P,E, 4,409 dw 1 ... pa,t Resistant: Ne Created by Independent I hird Party: Yes Design P. -1m .: UIA Evaluation Rep.. t, Other: See INST 1244.1,2 for De.Ign Pres5ure Ratings, Fl 11441 RD AE EVAL 12' 41.1 ." ,,, Y additional Use linfitatiViij, hiAdil,ition ir,IU drLiuno and Created by lod ti pe Ildcnit Thl, it Fully: ye, _f__j (3) 0 _____ _= — r— I �.11.11�.11��,-"""�....".,V., , I I 1.111, M - - - . 6 -1 I - 11- n-F-1-all""Xi'. \_... - I—— � . I -1 I �­­­­ ...... . .... ­ ... I V� M CD 4-- -0 > C- U , ,'ll pl­i­lales'g�, (1) (Z) 4- = ". VIot2l;4"s� %� " �'­ 'T , _ .. RR r ­� .... ... ;%g , _0 - - � . ".'!'f r,uLsfll;.l.�-,E!�: r 1 4 V���ff'�-.":" � - - . ��,'!�',',T ". I—, ., , .1 - 1-1 � _ - �-,,I. %j%, Efl��`i "� ` ..... �i�l � _ - .... 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Cl I i C, c,Ly RD FE11ill, R part r-1 a F!,i" Rvoi�.L­d Azli a, a b,c.­d I �LLY k Ad,;rb5-yJ­rcrjevE,r.rI Cu ... VJian,s raked U, , .- ` ", - al " ra"le ral E ... jin- �jrro Lon A 15U5u -.3"cl to,,. Ix ?�()56 5: E1.1 -Li a, Re'.s - Ha"k.ory In, .... id t.j.frn.b arhQg:rtu._rrI t.j­r.bQj�,'ji94ct.­nl Florida Er,jinrour or Arilltott tl3rlo 1110 d­lup�d lh-us L. Shu1nandfite caroginy Vv "do" care-jo,y 'xurror fiou s Lha Evoclulan Repot �obcltog,,q =N ,-I Sadbc,toy,rV 31 thing G-d., 0c., As-niblors Flo,id,o I ...... PE-0QItBPJ 1'11�, A su,,,,,,��,,�, %b�, """'zor at. hilan.1, F-Urg s­�­. HA at. . , 0 10 .G95 �L .... PH",- flauro'd �,jlp,Uuri kupul I Rull a flurldo ri,y-uluLl AluirLuci -1 j Lut-o-cul c-upli--o Tiou-I :or un�!.,­ ,ro,k or lau,ithij 14 A: -,u C ,, to I, 11, IIIIIIIIIIIIIIIIIIIiIIII1II11lIII - v"Illi By 51­,ri H. Ulld, PE -Ictjjj Frotc5ol 0 ,ral Engincer rl� Volaull,lo Che,kf�t - Mod,,lpy Ru,,,i,,d OEM Evaluator Ti zrdcop� R.rxi­ CeftifiCabloll AqBrcv Anconcan Atc.1iituctural Malli-factinuis Association AW V.fidati.cl by Bro-, M. to ch, FE C.""fil����.fill��,,�'I.I�,11q, F _.., ,�,��04�.Al 7,iloR,q�u�'ung i"w". llflhd.4,11d��tvl Flwidj Eng not,r or Archlbuct rijano who davel3purd _Iji5 k-oberte Luria3 . ,,hd,Ua, C lecl,11,t - Harci;zpy Ra�vl,ud .4 -.10o"Puf d ' oEV&jWjoI Peport & Flo do Ll:allita bE-C2514 R.r .. .... �j!iL­d.o,uidY­ (.fLIai,d,,d) elzat"Ill Year A11511DA51`1A 10d be Einuty 'j"t-W 6-1.6-afion' alld NI.-je-rit :111trint. ALTI E 330 12 �, �, I rr��'u�",V A,s3�_"rr,ar`c, Con t,a:t ExT, rati- Doi,. I 2 /a 1,;2 3 1 1 trefarenCau ,talitl,,d and Year (df'�it,rid,nd) st-dar'll ibAL ­­ IIIIIIIIIIIIIf11III1IIIIIIIIII1 Volholotod BY :)I.,." H. U "I" PC AAHA/V,0r1s,CgA 10�/).0.2/­k1n) C5 cu'D I c'jill'u] ,"'a V pod"'t st�,,j., do �� . ',',I,d.t,.i, C,scHh,t Iii-s.py R--d C,,nlf�d by Eq1jiV,3IerC9 0fPrD1J,rt 3lordards d,uors rent tile C.de c.,tificate .fIndepandian. �:.*.: 1�.� H 1�, ,..,­Iif�,�,, u." 1; -1-I :1.1il, I., Ill , a,t,r"j 3y Pol'u-111all 3LI-fald ­LIV.11 (ofStIndald) ­� .... � ..... -1 . ..... . � ...... � ... ..... � ........ I ....... I . ..... .. . ...... - & St -d -I ye., hoj,l,tAPV,av,I 'Nunad rh,uhad I C�I.o D AAMA/ViDtflap-A 10 _11.1.11A,j lo -r5 u us Prooucl Approval Nistincd vilithoal I ,jpion A pl�: I�L`1211 11111,1111�1` M M N E al -1, - rfP, ,dua �L.,, d ­d3 , i10 ,'I "Ie ' D V " 1 , 1 Larm,recl 3V It ,to "Irdfili; ` 3c AfFIa-I 01/1 j/2�0 Data Apol-d UV�ybl/.`)Q�l Doi. F,,jb,,,ttzcJ DVO 1112DCQ E.Ct-5 'rin, the Cad. , ___ ;_­­______.__._­ .... r. Q.L� Va��,J.Ioedl Q'IN11/2101? r, 30 - .,..I ---------- I �_111_1-11_12-11 "at 11"Qu) ,ho , H.Ifluig. U,d� pic-Gour-1 ru'la, , ho V ,Aa�. Product Approval Method Method I Qpi D D .,I. P. ,,I ... g FUC Appe,al L, �3109J20;9 _____ _ _ -_111 .... I.. I ... _._._.____ __ U rill, of U- In.t.11.1ion 1-1 ... fluas DoLts Al 0 V0712,og A,p:�111,�l �" I 1.1:,�1111.1:,141 I-I.Looz kI,g..B,c,buu'V Iau-j,o4# _ v: �:, DaL.Sobnru,,.d lollol 'cog, Ap, .. .;,I I V hu. w. Valla,d 3y; TOM LHIEUIER01fle 0043579 1 ... P"t st"i'tune To C­Wd the b'do'-da"t 1h;'d P�,Ay; yos Dots Validated LQj3g,2,:iog, -il ...In. --nam .216./I-al.`5 te.­Ii­� lie"at. Doto pooling FLO App-cl I lif)212ctig .pTilly .XAU:�i�lll ............................................................ 0"", ; Uu�auu - P -lute �21.71-31.6, pot fr, ,-, 1,1 HV�z. F1.5302 I, , ,I,, -.4 .hall not be b5ad In 11rd-bon,e debris FL5302 As arib 531)) 1 fi-­'1UtfTLi �.Ili ,dr ......................... ........... ! ......... .......................... ... � ............ I .. ... .................... ........... .. -.1.1 ­­ - ­ I .. � ... � ..................... �. Qlk,zr� ,puori 'RI AE ­�A'Fo v- d�auj Date Apubl'),�d 12NUVzool) FL i4 ;; fulud.1, Number a, Name Deatription I regon urlaossnuctunalsdtSIgned a5patUally bid000dur __ - to � - ------- I I—— ...... I .... I If dos I rIsaiepI,,.:,nuwlt1,oi. Cn,anid by Ird ... rdi,rt I nrd F ­y; Ya, 1.1274. I ­_,_,_­__1r71_11r:.. 4ZQ Al,aulrtnh S1,Ci XX und XO (FIp1.,;) ��" � 30" 5i.glz Glass . I ; Slirrimuly .1 Pluill I and Irnulat,irl Tenqp�rbrl, ['or Mannifuctulti'5 InotilIAL,,ii 5mu'll 1 Buntf, I ! i ("".),I (Pooh) ai,d HarInge Dwij. IRC -6016-13G-15, IG'TIlrU 16'Md, � #_ — I inotmEtich". : . I Gorlod l,rUI1570 Aluminum PlY (Norge) 60" w %:U" linsularcd Ainincaled ..................................... I ........................................ � ... ...................................................... ....... � - .... ­ � - ­ ______________________...___. . __ -- � �; IjI99A : 7 Dan. of U- � : ; 3110". Fill M,nuf.,�Ldotn,� hnitallati"i lov0"d � Linnit, of Use C-Lifl-Litinn Agency C-Life.L. ; : . , �",*.(!,��.".�.r.i"",.�'i-7",�ll.I App,...d to, - in HVILL: No !r,`u,'h�t!,'h if"'v`,li r n, -,r, : i .............. I ....................... I ................................................................................................................................... �'� ............... � Appi far as. in liviiii: No Eo.� ' :'_Ju.ta.!.'. .I:8:: 0! v'ri" .X, .. "Ati 11II'M I - a I , . of . I I - --------- ­­ * ............ Ap,ar ... d to. at. ..41d. ri Y.5 V�rlk,d By: Fort SIBLINERDINE 0043579 ! 1: Limits or U, I-Lall.tion lopUrut4blub App v I to .. . Pid I VIIZ: Yos Quality Assurance Contract Expiration Data 1, train, has 5lant: NQ C -ted by I1)d=PoAde,lt Tl,[,d P,ty: Y- i :: Approved lor pat, in HVIIZ: No a; I 'a I 1�'l �.� I � piul.h Pressure ; , 25.0/-29.1 , ... i.�! .5.."I'li""', V�,,p1l:;l;:,r.?;dF Impact R'stiatimt; Phil 06/30/20i2 I, � E-1. Ban Ruou'" i !:; ; 1 1.111.0 p. t I " 1 1 ,�%�5.1, P," "sifuln"..,dif . -40 -tructions I ta' I . ' . � ; API -0 to, - outside FIVHZ: Yes : . .�;, �A (11 'hil , I C-ign P --ria: F40/ Irstollutlon In, other: [Alaigh Pre-­ra i .15.6/-_19.1, pot Tor use In HV ILI, -1 Ir Iii A111 1-13 ill 61,iir 1 Imly-L Re.i.tot N, 151-1 1 ; - '' i , __ : , - Pr !,211!", .t., I SA � � " 1. bb S r I � , i t;c . d I Goa,ulg ,,iAlon �l oil r,t be used ,,, .1na-Ualile cl�Llls I, "C ��D i : : tv,oli di By: beis F. Lonna,, KE. 0- I -1 - . . ,, ! _10 I 1� � ,"', -'au c I IOU.- Sea atta,h.d dr-k,j, for Ia,. n2t,olati- . .1- , , - -1o'cel I : be y Ihd.p,.,d,rt ]I ... d fail Yas 11 prcduCL beirlairralco, IIIALS/Ullund oithel � ,j I -ol 11, 1111,11 .3 1.1111red � parlady tl,dol,d i 'Uh, P- .0 a: '4u/.4tj nciamd b 11 $tluction, caulked Eli: n R, Lou 'o 11", " ,.rd -t Third P,,,t : Yil5 r so I, . .�ki_nar J : , p " % 6 L"'. I : Othur; See litairlied draellngo fair tfre r�tjIljCsr Evaildnenhin Report, , !'a,!= of it's, Created by Indic n,detit'll,"'d .,,2:g I d,o � I�Uuuhoilj. th,odficut ptifirthinse. llt,jl_�IUP and ciii el PLI ill", ;�c'.."'IlY'? cr.x� 8.7-:,f !";;" IS �-,-; I.X, (fill � I Evoiluarthan Reports I la; Ila, Lj,j Ming Code oidit, fillpi ....... lorldibulklin"g ... Viarlp, ,,)I)I,_dtl,iist,,!I,,i,,i,i,-,,(�LV.\(2,1 I irrit; of use. 11 `)J: Y��Alr�"!)�ri:iq: I Created bylindepandonit1hirl Fulty. i .... ... I : C,.aL.d by Ird.pand-L Intel 1a,ty: Yes I . ­­­­.- ­­ ...... ;.1____.__, __ ......... . ........................ � .. . ........... ___._.___________ �� ........... I__1 I 1*1 "I'll", "I'll 11 .... r ----- - - - ------------------------------------ i I ."cl."! ,.�.,��,7;.,.-4a'.i,i�,,�.,..Ill.� ��..r.­111i�­ I - 1. ................................................ .................................................................................................... 2 14. Z , Star es 420 Aluinliluill 5CLI Xx jilLi "I't) (finle, :) , ­ ic�' L-iniq e Ckl6s ���.i�,�i�r�,F��,�i""@���',ir,",���."�....",����--,�q��-�.-,.-���L��'���*.','.-,�:'�, ,-!,..,��i:��E�'���-'�,!-I�-',,','-".ni� �, irlif",",­ L. ,,, .... ­­ �'. , , V-,­*l-2uf'r­r, - ,41lIC1:!,T=,. ''. , ` , �yjmp­,.-j ;T � I.. . I Cte I. I r:= T, i, *1'j'i � d- * . .................. ... ..... : and rloul,ru,d rQr,p­d, Per ;,ij:1"u ," ,ol'i I -;L,111,111, 1�1.1.,Vi�i. ,­ ,.j,1111 :! I , M.". ...4 I I'd'ie&, 1900/lU7C) Ahurol F,V (Fill) Cut � CO" Jr,olamd z.hreadd 3/1,5... : ... . .. ....... .......... . � �. , � '_ ; : Per fl-if,ist-iri's 1,otillation lostructi,ins. : ,latactilar, ." � e 3 : ,,,, .1 P, ,,, S.,F 't . . t:N: ,R`� � "'t., ihk� :,,L� `V�� I, "I', ­ -luit;!"ourouOv , �q�:t;1"4�:zxiil,-.�:!!�:;-.�:I Z�I�iS!Ii­ Is � uit,i.. � 1�______L___.____ — I ................................... .. I .. ..... . .... � ...... ... .... ........ ........... .... I . n . . � .. ........................................ ..... . , " , , ... .. .......... �,,�"'�'L,�,,'.,',,,-,�?,-�����,..",,!�-.,'�4.i", a _ ! j 11 , � a " :.", 4� - ... W/� 4 ,,,=,t,,a=,,,at e%111611 "' * " " , "'y, t Li ... Ls or Us. I-Lall"Lition Instruction. . Lirdity of Use C-thrielaLlims Alpo -V Ceirthficulto b:1.1itt _ �, lW! - � 4 i � '" ... It. "" . !� . ". TI I 1h I I �. =T-t;r`.,tt ,- :!�! ,,, 1� t, : 'i , � , � ...... ` , ... .. ... . ­ , , " i pp,,a,.,i Tor use lit i He WAI 11.) ... :1,�e..r.,.�-,'.�:,,..'$.:�,5,.�.,...'��.::.�.,� ,,o_n�vpt,lk�lir)".* App-ild to, .,. he i To I:.! j,�'.7, RQ f CAC "2. li;wl,, "'p, ,,X VXI y ',R�� )tOC DA: ... * . - I A . - - - '_ - . I . 1. " a--. "" ,.­�".auu­ 1 or"t" _'.1",-r.- ! u-11,111 : 11111�­�,t . 1-11 L 0:1111-i", 1 - � t., ­t ; t A 1, P, it, ,d flu r I Ill un t I i 11 I I I V I IZ: Y- �o l3 �Irjl4 .%G If 14 .1.10 116" 'aa !�­ ,. 4: n,; v.p A, ,,,",,,I far "- outside Hvl Yes Quality A. -r -on.. Cmitir-t E.pi,.Ih ... Date " I , ­ , �: I ... V.,L R-i.lalll,; 010 v,,iflid By: Luis R. Lorl^ P.C. 01451.1 ln�jjdct Resistant! NO Go/jo/Z012 � :: Design P-ruirtz: ,-luj-qu Created by Independcrut Ir1rd lisrsy: Yes � Design Pre,siburu: �41)/-40 listallol Insturictitt'no ... btpd",�I.A"�,,,�,,wal - c 4; ffoull I rul or, I ;.1111 I. " I " " 11 : Other: s a, ,U,,,h.,j J1.01h,4i, lot tire Im.,tallAtlar Evaluation Reports ; Ci Seie attath.d dlrzt,r�js to, ch. firseallatron ','l.1,'.,L1.� hrl K - : I V , I., a , Its P: I � I 'E 11�� * '�N. 2�., j 1�15 U UqSdor, Prodiatt .rufarthance, Iloplislop and coutr Vilified By: Luit R. bar - E� 6211.1 ... : ar-cl t i , r�dpct perfoinnorce. lohi JDP .and other I . ;�?_ .1.'2_ _�.ikl -;;..7�r!Ai'A2..1. e. -.127.10.,s no$' P - , i I .... u_ t � _ -"V"�al-IllIj-111,��,l���,�ll,"IlI :11.�-�:��,�.i.li..���-I..'��t.I I ; - of .� -1: I -lu'd in :to$ I I rona, of use. Created by Indoplo,cf,nt Third Party: eol , 1, , " 'I. : __ ; created by Independent Ildird nivv: Ye5 I Eva,heaum. Remn-L,: ,., .,,,,lIi,,3, 1 � ... � ... �f :-_,i . '11� `%" "Ec � FIL 4 --.---- — - -------------------------- - - - - ---------- __ -------- ----.-.---.--,--.---,- _-) Created by Independent Tills! Far tv: or; "-Lql*, I 4 " 'I', I�Ixll 'I'' I'L �21-az e ldtp:/JN�NvNv.toli(ldbtdl(hil8.')L',-I -wljE\�X(�o;NIL ______,_.,._ . .... ... � t � IT I ..-.1,�z-.;"��,�lk,tii.�,*,���� A,plicAlun Ru,,s,o,, , ",". - , .. __ ! I", _ ET, IT14. :111.- �kf. C.d.V-sh IQ07 , .e .1 '. - I d ; a I.. ! _,_ I ., . - air t Ii . , pill -r. apjLLft1.aspi,?param - ------- - __ ! _ _ ,____ _ . . ...... . .. —,.., � I re. "Irliq Type I �. f .... .............................. __ ..... - ____ �!:,,Ua, 12211,1 1 Saul- 110 , s Sicilia , I Al,,,,f n . ... SID X e. ') , , B. C', , - `111"t , - �'�' "I", §� d,l` - Ll.-,,": A,bb,,�Ir­ II -5 ,pp,.,.d I Ina.I.Lad Tranhip-d. Per flannurfa,cp­'. Irstailadur, . nr7�;,.s�'. ;1 r.1.11 I :!�l�',!�!ll�:��",:rl!l�',�,!�%it�� Co-ne- - . . I [oat .... i .� . --.1.1H11-..1 �*­­ *`*****` -**** _­` ­* * " - ` �`.­��. � �� �; � . " ]__�.___-A .V�­rl' : " 'i 11 ................ .. ................ � .............. ..... � ....... ....... - I ... . . .. .............................................. � ... � ................ � ................. ........... �7�"�"",-;;""I��'�-41�'-"';�"'; A,,hi,.,bd f-, * ` - _` * �**­ ­_ ` _� "',­­ �`**`­ ** * � �­" '�***` _-,R,,�.�*.-,,, :_-.t-HRI W�� M�-`WK. , Liniftl Ce fificaLlon Agency Cert IT cate , I , , -** , - ,.��,, - � ,,':�? . " � s � =; .... . i��'� :�;.Z�.R ,Mirr `11 I I Appirol"r Us , �� �� =��h-,Z, �Z..! I. I _ o .. I �.- �,_`_�" I'll I. 1, �, �'� � 1�1- � " � '11, -1 11� �,_­`__' �' z.­� M�11­11_1, I.. ....., � .� Approyed fur use cm 'jil (a$ C ,'- i .I , I end far ..a Ili HV"Z: flu Pl. I 22t 4 ^ C, c "At, kri --. z: 11-1 '. it, A I 1. "; 11 I I 2.1� ._�` - -�.-��*�,-I,fi�:�.. _ , .- I I 1* , �,� . � , . �, ­.R..� :� �, . - _; 11 PluduLt 11lotioltolul A.- `��­qe D,- ... �� 1.,.? , 1-I.- -,. , ,­�_. j .. I I t5loe " A F I " `,�`,`_,`_,­�-,� I .�. Z - I - I - - I 01; �- e� I � �_` I ? _.;_ - ... �, ... - " .. � - � � � �� 11 - _�` _,�`, .. -1 .... I ��, - -1 - - �� ... .. - , - .. - , - � - � - I. 11 - _�_ r.-.. - . I I ................................ .11 � IN H _. . I � � � , � �. � � A,iI­b,PI,­E­,I 165 C�anlage court ��_ �iz_-.-, , - --� ......'. - .. ............'..., .. ........- .... - -1 1� . ." - : 'ed ustor-Sal,ru NC 27105 a. _m'__m'a_r_-;_.-,o,,._ �,�-......,.-�.,�.,�-�,�..�?-...�z-�.."�,.".-, �,---�--_,m_!� �, �',a*,�,','.,* ��:,".!`-.: ,� ,,,� ....,,.�.,,-. .,�.--.y-.--.-,,,,.�, � I ii R.ild.t.mt; To I Quality A. -m- Confli-t E.p:l.H­ Data (Ilial ;uel.juarg , riez- .1. ­-ven-, I-r.p. . law. 1-h.'T s- s"'. I'Ll-111ro '--r: a,:rs­.,, ,"; , 3-- 1 -,Iqi Priu,,ires -,I),'-4'J I C7AD2,121C12 d,irryj�yne barrar.crat Z.�i��,., U11, ' I, m; -c itit"h,ul drc�a-oh, fo, U,'. h,ato aeon :: 1"h1palluttlon Ins actions . , ! I Ll:I�.;i "'. 1.1 _� -:, , '� ' " ,il I)IUL . on', p­-CLI:t �­-;:vr,br,­, 1, ,,k,cp '-do-.1," ! � t;..(. .�!...A,� 4 �, , ._ . - 'Pre I _._1. . .. j . I) , ... _:_ - A . ..... � . .......... .�� I __ . - , . ,,�D. _�" �,� ,�Itjl.Au�pra t .,,� - -, l -5 ,I t,l ,= -,W . , , .., I�l ... to of cuse. ! .d 3 y Lou d , Lotus Abutolized 51k)ralinu carry I'll - I : urciat.-do,elindcl,",cint 1�1,rdl,;`Ly: Yes our ... y.jeyonndr,o,or,o,,n I �; E-1-tim, R'punt. i.106.0.N.1-1, "I 1c; � .,2,::.;; . .... . t �.�ll,.,,�,..!:.�-�tl.%�.,��;!;..'�,I a,,J�kh taa.li I 1 Created by b),J.-,rsri,1=m Third iruv: T.,hrl-I Rapt­rt�t­ CrIcIrY 3�trlal .1- ..... ....... ---.----I P ===___.-...7 ­__ ­_ ­ ---,-- ­­ ------------------------- ------ ________..._._.._ ......... __ al ,u,. h. -o-, 165 Collage court FL - -Li4 112 1 222116 A I ....... ...... Srf) XXX �_Iol�,�� W-.` � ',(,' �rrvl, (Ao, s -d �v' -to,r.-len, tic 271G5 :rsolac5d rini;tirez. Per N13nufmur!r's inst,d stjor I , AT I-Ijird I Applisans" Typ, la" I ; d;.".,,l,­­­.,an, i,ljLui,cB_' il. ; code voir5obn orQ7 i ... I.I.I.."."..".!"'...- . ... . ........... ­­ ------ __ ........... . . . .. _.___...-_.1..._- . ...... 1.1..---___-1; ApPIC31hicr, 5:jt.s ,cr)dn,9FoC Approv)l i ­ ........... * ------------ --- * Q��1,Ly,��,�r,,�,.Il�l;,�3,,,t,,tli. Do .... y jolnu, : Lfirult. or U- C.ertltic.U- Agency Ceetltic.te (f) : ., i , Co.. " on is 1 AppreVOU tar UPC In i 4: I10 h" ._'��.��'...,,, % e.. ,','.I-.'., � ..','a. _.b,itt _',_�_�t_y.A �J. _��..-,..*,:�'; Ad,'­,,Ph,n,vEi r,ul Anlan G -do 0-o 1 App , ib v W F. , u. . loull HVl Y- ',:� ,.,..!, ­ 1 , I , 1 165 calliale 1-11 � - �lurclnjcd I Ierl Ria.hotanut: Ll. Quality Ali!.r .... Cant ... I E.spuretithor Data Wl1r,Lr,i'-S.[,it, , C 271.5 N viiiiiiiiiiiisim I: D.oligh, P -an.- -4'�V-40 C11101" C I , qjoy're"gon- ...... r Freund, renturactir an 1 9 it a r 31 A I Urn 1 1 L I I I C U ,,, p .I r y I nOtho,; 3�v ul.la,lnod 0-,i V, f,, .h,, ,,,,I. ol.-I or lu.toq�_tidui 3-4-Li.it, I noro ,c 'no, c,,�.,,u�t ,�r �crrrurtso, It ,nolitr 0-d ciji 1; ,-,-,7-; ' -1) : , - .__ * I.Q 11 i:'� it -:;51J� V1o;::-; .'il ; C.h,�jcrj EAall.robw-, -Ulc, : cc 4dd­qPh­,C,uan loot -4 C­LyPLI I pi Ly Vi ,,,If­I,d, Lcus-�. L,)rub2,KIt:.t,1.'W : �uullrvjoly littroll,11 E,%ralal Dow Aoi-Uh.- � ... al tic, T)t W3G i C­,L;1I b, 1i,,J,p,o,1hoIL Thall �ul Ly I- : �97 2) 2 �2.5271 E�t �107 I : to Evationith.u. Reported : C""Pli"o" fl�nh,j EV"I'Li'll R11alt o -In � F!ondu llu')",pllad I'din.1t bI a L,,i,--,,J -1-ill"ll"I'll Ivan 313ce"Snilicht.cch) I � i r-'r"I by Ind,p-T-hol fh,d lo,ly: : F I urjj� ,er­,­,,i E,,,j,n., ___ _ ......... � ............... . ... _______ ...... __ ----- � ..... - ... . . . . ............................. Z" E,.Iu,t,.,, ,,p", . H­k�pv qd,6'ad A,dnil,zod S,9.a.,. _o, - Lun ,; lorldl Bil Code Cad hire hmvw. fl oil (lab td kh Ill �/Pbfp -al+-dill. aspxtipar 11111--tv CIE VX(�,v� 1. onloo"J'hion'-fe.can F�olth, E orsa, ,1A,lJrN,t N .... u W,, d-1k,"d 11— L. �hchnaama W Ll , [VjlL;aucr R,,p,c �'rr�����,l�i������l���i�.��?.f**��.���.??il����j��]��������]��.,���..��e,��'�,.�,',�--',� - .". ;�.. . ,., Florida Llc,,)'.Q rE at),1351-1 , _r��.,�--,.�,,,�. ����r�r�'��--�,����r;���"il�,�,-,�,."'.., g-. '11.�. � k .,.,-,. . ,,� _h�f��.Ii�.��!�.?...f. ....., �-- i�.�g�;�jiiij�� ...... ��:..::t=Z.�. � , rauhhheal R,4re5enTative IV- pj'�,Jqs . .... , , i��,�ill ..1._--1..1_11 11.1- - , 11 , -� , " � � - --- �� em- � - ­,', - ­11rilriAllic , , � . Rii�I:,, ,.�;,& -.'�%, , quality Pazat,lool E1,tlhj ansh.k r.,,rg 51 -� �n� �,�,�Mllm I '. �1��w, 1 " AuraooaCU,,LrjLtE,l,Ir,U,n Date ol'olrluo.o A c 0 1 .V. c, -.L Y P 1). , � � , , ,, �, J. ,.* , .. . E� - Add1barVPhcre,E,ba,I � �­ _.­�� . ,__ _;a Quallay Al� - x ...... , , a V,111,l of .. -arrol tch TA 750)6 - �.­ - M . I st-h 01. undr, rL �,.�.� wl �� , ,m.o3,icdsdnjac1Aoxr, ..'�.'�.,.: == , �, la' V�,F,Mrun Cl,,4,kl.l - lia0lopy Rele-d �.? - � - �? : -jin , u­_,,u,n.,. : I ... . ... I : a,,W­5,..1, � it., "Irro :4 ­,=­ � ­: "br : -5 3,e-, nrlit * .-d. 11- . I . : I (ii, Jhly, A�­,­ Peprasurtat,ve IV- P"ad.., 14 G. xl� ,A,,ch­ca of Irdepii,dome rj_�!b, .V. �.-:,.,. _,c N_.-,,,,, �.j,ej ... 4, ,,o,. . ., ." 11"I",rd .- �? �! f�hl __­ - 4ddruz,/H­,are,E,rphI IC01 4. C,,:sLyR,f. ��,, 7_'12do? zig I ..... roduct Approval I .... `LKi P.l jl�., -_r­!,'_',,i, Tit 5036 1-1 . = - c , .. -1 -.19-b-or, i*zl Refe-ced 5clodant andYoai (arStandulab �il�i��::::::: .111, ., %, % ... . .11, t""db,a xcao ­ . .�i�:: 1. AS. Bala . I.. ... ..... 2bo, . . , .oq . , Rc: I �0­,.�C,�!­i.Rlt: e � F,, i " I Ili altal , , , . :.:i.�,;:�;...,;�.!,�,�:i�,��.z��.��::;."n� it"ILAI., , , CalegIry A, nde'; ..'�., - ­­��:%..,.:.��:,.., , - EquIvral,ol a, Pludt,tt stardards 0 Gubc,,,gir, El IS. Hlirg ': ,%M� FL 4 :LI2939 ,,"I'lod by 1�.,� :::....1 _____ ... I ... I ... ­­ __ - ­­ __ 11 �:W�:i ,,piplis.cill, Tipt, ru'v 51�) _� - j-�,,-,.;,­a -:�j�-.�--_,coo rl '00, 11 ".a. clIndc —ilo'c'"O'"�,"'T 20,0-0 r'5',co'­'�,A_oi___ �,.*Illil C"irld",­ Method swl.��!' r d 2111,11U1111 Rep-ol I flu,, I Fluids Rdgil.alad -IJI.-I or a L-111all 1:�I,, ��,��:�;::,trz� -M , IJ o ')or sell 2co, I Irc. alu j. I 3 a - 1 5 .:: .... ­ 1.111-11 ........ ::. - ......1-1-1 ... _ ...... ....... .. . I ........... ... 11 ....... ... ­._________ ...... � .... .. . ......... ... ....... _______ . ...... ... .... 11 -1--i -1-da Proess-al [ing"ce, ,� I �,�,�,�, Application 5-atus opiphavol Ll ... it. of Use bca.,l aa;.o 1-1-i'lo- , " �� I� I) If r"; �'�" """' , , , �� C-loubla, report lcrd.p,,, R,oci,,.s � ""I" �' Al,i ... d far ,,, I,, HV"4: flu 1 i .s I Ild"'; � I'd' � � I I �­` " .1, , Id, - an Qu jvl),,� P �� li't�jed Ill r;'� id' I ?..-..-..,..,......,.,-�.,-..-��,� ,... r ,a A, a -al to, - ..t.id. HVIIZ: Yzo. V.Iriod Bf: Hn,n,,,. L Sluarrzrdi�lu Fl LaUU405)3 111 1. ., ., , � e.1--__1--..---,-1-1-11 ... ,I .�., noiI,-, 14-Faarin No Created I'/ undap-d- I ,cd I, IV Y,-. � ... � ............ ;,.�.,..,.�i., Ar chi joul � CIO INTIz. Clu,i ... ;­t.­1Iubwur PLI�4.1�1 R_AE,AqCF.V uu, ,'�2 4,5,0T IT I 'rla rng near or AlChipeCt Lorna ,61., djveIjp,,,1 _uis R-ji,di to Lorna; 00,.Z.;.,j,:"�,�,�,ra�,,,,u,�,., �,` ad/.JI.6 L-lopien Il li, 'Ile Evduouori illitoort ill j2, rau S,l,tIor- HAX C�L�l.'7..R."�2�q,-,'Lil-fy-tln"-�l!�'�j.'Ilo��l.iQQO I 1�, FIU'iJ,I Li-ellso lr.�e25 14 Frocrust rhancifdotirar 5lulloril Achdr)LIn CUllipully i'M if FU-127JU AE Ilic-�30P,X47�.-I.s h�u,,it.,,, ;i,,,:t �.-,r (�-uilitv cl;,,orco 9-ty, rJ16-1 A -d -b., k-, N1,ragQ11unt InstituR. 6dd­./Ph.r­E­l IC01 'Al. �­Ly Rd _­­­ . ...... � ..... ­­ created by l',J,,P,a,dQA fl,;,d Pill/ , � YC3 U �ualjty A;zjrprco Cont,a-t Clip rat!)n Data 12/31,12)13 :a-1 tsh IA 7,06 ­­­­ ... ... .. ­­­_ - ---------- a �912)21:z-52tl E,,( 2U1 511.17.d cl-lea 1000 -d 2000 1,151DO, 10' Mart Cialtica 1000 -d 2000 T1,500, 1001 ; 5oul flke-5jI6 110 2.1 ; v.lr to �tudl Cy L,,,an P., O'nu, PC vap.p3raco,.,qi,iuxccrn � . ----"--- , - I .11. I ...... .. . __ --....--- _. I. . . ... .. ­ 11 . -.-.. .... ......: . . V,lidad jr. C -1, list I I ar-p j Re-ved L �111111i,�I_l U11 1,,;*,,1z1I"uao ir,,,i��,,.",­ ! 4--d [Von P"iad,,, d �- Lulid. "Vro: Y., Val fout ty: it ­;.l.. L. ,,,I a Authorized Sk3ra,arla A,,,,,.,.d .:�'=!u pvtz, I'd 1"I"J'An"ail"L L"' �t'!Iqy'l J�_'L` bBB'_' ol � 1) �:,d, ops ,�1,1,1:F1. 200,IiI37V I W ,vah.Pal,­3-,j­k­ ... I ... Va., R-1twnu No C,-L,d by lnd,p�,,,l ; yas : reriLlicite offrideperadence �_, I To r; ,;�l 51 1­5�,�� Lester ,P,.. -.,,,a. :.J15.G/-.-).1 Evollioton IW'.- I , trial ti. , i o"t- W �u IV��I. 1rk11Ir,j ,lot wall cla 11, V -'27 " "r 'e" 21'­2U_'�g1tZ.l1LBs1t i (a) leoll RCrrC5on:,36vo Ivan Paredes jjVjIZ Io' ralloe"n" - I cX 1`1.5�1�/. fl,',��E_;t,!,ry 11"al 1,v,ii .,QU ' �"Qfr � PQ(vl1r11d Gt-dIld and V ­r (of Standard) ;iscltluidi IAUK Addl ­/�h­,Clcl ail Ll IN , JU AiJBI;. � lAdr- 10--.1 I E,,jJ.yufvL.?.Ue,Juzj i _= LCOI W. Crc:Ly RD * I c-Li,p by ulabir-dont Third Party: Y'5 I Aaf,IA/WDM4,CSA I0!/I.E.2/A440 200S ."I'lul ICII IA tso)a -.90 van.p3racost3tqactxccnI -.1111111111- U-) - E'lia-le, se orp, 14"t 3t., &�,d� Add-5/pharloyE,had Lcol Al. Crc-ty RD <%i",t,I,...,, M �antnled 3y r;­fityA:s11.r ou Rlp-olit.ti- four Sc,cD,ck Sections ?roll, tire code �Q,nol ton [A '15056 Lc1­.1­d,ig)g_c1' :r. > p -l', Ali, ,"ZI r-l't".1 "I'llo-.1 I 0-h- f� el N 0 call,juhy vV nd."is " Date Suit ,U1, 02/17/�r.)j I loboategari �o, i z,,t,l �Iicci, k.L..l Doti V, lda'�d QVIB/,)� I 0- 0,1,. F,nd -q Fff All nc�/:�,I/;n I co ... ul­... Mulludl a ,al -fie, Rtapo. I f, oil o Her ,,Ia R zgs... oil �l lill lall pit I Lit an. -1 N CD_ :Ikhnd, rrohcis�ulzl Engli,cl r.Ln�n.�Ly 4E.j�,­L. 1 C1,11-te, liewert I�Ido�p� Race. - _L _ __ (f) < 7- . r.................................... 7- ... . - .... .. . . .., .., ­­ . .. - - - ... � ... � ... . ..... .. ­ ­_ ............. . ... ..... � .. ...... � .............................. 1 lit. it : PlIbi IN ..... lact, bar ll tociaciriptichn I ': i . I FIcrida Eng near at Acnect force vilho da�bl:piad -urs Robot to boin as 4- ; I I I-, I 12. . : J.550/157D DE51C-1 IER .H .5�-Qji,57o CES:31-)OR 1H /'Lll 1JA %V:I-IDQ,V ; flheEvahuadol klErGrt : ! 9 U ; : PICS1 INI'ACT 5 HU'llk) I-I'larSO �E-cuti Lt . I _____-__A ; It ,if Is of U - In't'llation In'tore.u."i, ,eallty A:-xarcu Cr.ity q1thZinal A,:11Qdi:ptiorl arid Maha,jz1vht :1,161upto = 3: ' � - � el N 73 : APPFUVQd for Use in HV"Zt 'Ra ; ;.. �jr-, I-) 1: cq ,)-.:..,1 �_':r quality A3S,rar,d C-juL,a:tEy,p,�anan Dole 12/3 1,12 311 1: Apli-vuld far slact uultsldia I1VIIZ: "­ "14"i -I n, I ,,,, P"b"n, I­­(t:l.­4 Yalcouid uy ses-In M. lu'lid" `c :: Impact Itelillitant! 110 Crv,t.J by :ndepa-d-t Ili r: Par: -j: '(a. 'v.Ihd.LI.,i 11-ccipy R-11.ad %J. -I'll" CD 1 u-lfjn pi-do5ra"! th"' Evaluation Loptur-tu � : art,..: Prrrp -o irr,�Dll _-R�lfl lrk�; Tit I(, T�arl; r(:R r I . , , : ...... :nl. i -.M. . ...'J....,;L1.,.'!�e..A , : I " 2 31:E3 -^I,ICI PA-1143S� Iroated by :ndow-jo-C ILI r, p5r,.,: Y:,, ; ; . 11 .. . ..... .... . . . � : ................................................... � .... ; c.,toficat. jflnc�prandahoa :_Izl."�.5.1, --- 211) ... 1�r.%.j.�W_,�ZWY : ...... I ........ � ..................... � ............................................................................................................................................ I ... ....., ... I 0- I I 4412 __1 :; 1550/j-,73 PErn�tG1JL(%'s El- _5�ojL57opEGrttjrjbUahR Sri A_bVljjUNI.lIXr)y, I I I : I 'Xii PoRe-Ced St�rdard a­1Y,br (OfSnandard) 2plashei Yu., li ** *1 * 1*1*11 11 - ..... 1 ................ .................................... � ................................ ............. � ......... ................. . .. � ......... I ......... 3: (D I Ili ... ib, .f u.. In'talloto. I.alno.firrl. , AAMAA'JDi,I4/CSA I0:/j.S.`VA TD -05 logs 1: Approved Ful ... In Filui 11, �!-,_Ipi J.O_li..��-01._�Vl' ,11 I . ..� ... � .. - - .. I (1) : App .... BI to , u ou outside nVII4: -'s V:,Ific:J By: Luli ;�c,��*l�3 62E�.� ; ! I 1 1 ... i R.ai M, 0"t, I I,v *od,pi-.­j­t Th , P., -, ye., I Eq'ivalbario, ofth',kast 5sr,d,Id. ! I M ! r-lidu P ....... I 1.1,16, Evidtabdits. Rep -t'. ixfUnQu 3� : QU,or, lILFLO 0 li i"H Illi IIIIJ(,Ii�>Fl, hOlk IL, _*., tiO 'tr u!" �, :�;I' ;;S1.71-1 .0,11r, FIA-fil (� -1, I lit, nill I , I � P -r., Y- cc I __ - I Stactrons 'For,, the Coda U 9 :r,d. ,-;Irr,r-­I ri,ft,ol ,I, --,,I I Opr e.n D 0-NeN LLJ -),r�, - , ni"nit"d �q;w/-.-,S,o iE D,, I,, Voli � "Led )g/i :/2^0g; :late Doidirl P3G Ap,�ro,sl Z�il < Jctc, Awl<>," li�/l 2! 5umma'), of I.p,cpac�,__.___ .. . .... _______... �;;, I: _ _,___.,_._.______ ...... __________ 1.��.� .............. � ........... L Placid, Number ., N­� ....... .. ..... Unib�iriptirphu < I... I ..................... - - . ............ ....... .............. ..., ................ � ..... . ... ....................................... I 1-901 1 14 ,',,,a3 2800 1�1LIFTIJILI ul 1 Is �Fhj' 04' � GO' : ra-lettcl f,-r�pl­ D�13. F,- I 4 __j I IT I 1 4 I I flo"ur-, b", In I'll'tu'r , - ,,b " , 0- I I I....... I .............. . .... I ...... .. ­­­­_­­ ------ ­____­______ ............ -1 -1. .. I! Limitz of u'. filetallatuall, I­t14ctjQh`3 ve : , , , I A Pre of [or - I. IIVIIZ: Tha Fl , : ,,*:.'I.�, .1'.. lr� -.'.-E�i:.,;..�l...t,."""11!)�:A s. -I 1 P .... � .... .. *:.. _� - - - I A p , to ,,,I 1. , u . -a belpi IIVIAZ: oi, V,,Ir,,! 51: 1.6, R. L,,,,,- P,4 �2_-W I , I U4,090 PrCtiaure: 4W zu) Lvuluntlan Iteparm 'FIE ET NO. 1�1' - I Inpatt Fi4thot-Ac 1-10 crian-i'l 1v R,Q.,c,, -,a-,- ;1, r, pi, :y: ,a'. i I S I a. , - ­ ,. I 1 Dell :�,,,�t[.,,[,,I�l��,,�,v,�",.�), ,.-.-,,Il,t,,u, `Li'­,�Ir; - -1 1-'r ,:I I I. . :. , - I'; .. ....................... _­­­.�­ .... !. I ' rs,.Urj�- r; p-aJu-t pirfvri,anov, Hill DsibP at: cci-r C!ao:-.,%i a1I,cv:oI,,_c­:Th,_ P'-'-,./: �ars ; lf,,I:, 0- ; use. ........ � ... . ............... � ......... � .... I ...................... I— .......... . .............. ...................... I ............................... . .. . . . .... . . . . .................. . — PA 1.1 s a 3 r z• J ¢y x f f,Yf x E 3 rii.X+a �m oo 1^ '4a^� BC [aH + , Lo3h J.a Fcj:t•+t an Vbt Tcr-cs aut„[surch..r/a: +t.[sY ,.t. : Vrul.at ons FBC9ter( i B -L +t., Ivl.p WV. >eu ch / Product Approval 7 5- y gusee, Pumm u.:, „•:: ``,',,,.,' _>.: ,,.. :'tit>" .ala .... FLk FL6905-R1 Apphcahan Type Revlsian Cada V. -sion 2007 ,,. n PpI-au]n Status Approved oil onto Archived Pro 1-k Manufacturer General Alum ileal Cunlp_ny Addres'_/Phone/Email 1001 W. Crosby Rd. Carrollton, Tri 75006 (972) 242 52/l Ext 207 ,van.paredesrlgadx cam Authorized Signrihu'e Luis Lora as rllomaso; lrlorn acpe.cem Torhnicul nepruaentat/ve Ivan Paredes Addres5/'Phcn9/Entail 1001 W Cr -by RD Car..11tot Ix /5006 Ivan d-alg-t--, Quality Assulan cu Roprusanta li'vO Ivan Paredes, M.L. address/Phmla/E nl ail JUUl W. CrosbJ ltd. Carrollton, ry 75006 ivan.poradosygactx,coo C.ato9ory wi"do ws Subc3togdr'y Mullions Cuutpllanco Mounod Evaluation Report front a Florida Reylstered Architect ur a Lii-nn9ad Florida P of scion al Eng inuor Evaluation Report - Hard_opy Recurved Flu ,do Eny,ncur or An-hnoct Hann Ilio deVdleped LUIS R. LOh1A5 the Evaluation Report Florida License PE -62514 Quality ass ran;. Entity National Accreditation v, Management Institute, Quant/ Ass Trance r_anttact Esapn orlon Date 12(31/2011 Validatad By Steven M. Urlch, PE Validation rheckhst -Ha Iwpy Pe,w,,Od Cortificate oflndep'ondunLo r -I:,,.'. P) •'':I :P?'a?„t:t!'. ....................................... Rofurmlcud Standard and Year (ur Standard) Equivalence of Product Standards Certified By Sertions from the Cade 161.11) 171.1.5 98"7:.070 Y�1 In i 'rt -t'ol r 3f a rl+to rr f �✓M `';� r yy a y/ y i 9 aj" '•" 4 t M W 01/09/2(,09 r� r6 _w u b ..a? s raz x UL/1../LGU3 Yy ••,,�� yyw+ .. Date Approved rA Evalualivn Report - Ha d-py Revived kt} p^s, N..;!'"5 rd Nlbf"�. 3:4+x.L7r..1NYR,MWkt,Xlra ri t h bdtY]N.at �p m f rl: -I mt� ul� o a ` LouLog a , V5c ey 5t atop ( I lot Tor-:+ i 3.,L cRar ralaar�m r- r tic<rora r - , ; : r�c'-n7 f er-s •ca+no - ! Lal:, ac V - 'Pduct Approval U•roVcppo Florida Liceusa PE -59166 RAIINGS P••d.L Al-ctoval McMc: +,udvtw 1p,l-on'n,Th.:vrntr-ran l,:t .. App!,rvtinn Detail u Quality Assurance routract Expiration Date FL # FL5444-R2 Validated By John W. Kno-virh, PE Application Type Revision Validation Checklist - Hardcopy Received si011a Code Version 2007 Referenced Standard and Year (of Standard) standard Application Status Approved ASTM D3161, Class F 2003 Comments A5Th103462 2004 (330)922-2339 Arrhlved (;a - f l � > A+ ICal ion U�loil Product Manufacturer Certall-Teed Corporation -Roofing FL12908 CD Address/Phone/Enlall PU Box 1100 Technical Representative Code Vure on 2007 1400 Union Meeting Rd Application 4!Mm, Approved Evaluation Repurt f -in a Product Evaluation Entity Blue Bell, PA 19422 ICC Evaluation Service, Inc. Quality Assurance Entity Archived `215)274.2350 Quality Assurance Representative Product Manufaaleror General Alultllnllla C.nnlpiny ichard.a,snyder6nsalnt-gobaln.com Addross%Pham/Ercall 1001 W. Crosby P.A. Authorized Signature Richard Snyder Standard Year (419)853-4656 richard.a snyderOsain t-gobaln.com Quality Assurance Representative jmOwerypalsida cum Technical Representative R. Alhul Snyder Panel Walls Address/Phone/Email PO Box 1100 Compliance Method Evaluation Report from a Florida 1400 Oil 101t Meeting Road Compliance Method Flor,da Protessiona' Engineer Evaluation Entity Blue Bell, PA 19422 Evaluation Re "ort Hardco P Recet 3e pv d Florida Engineer or Arddtect flame who developed Alan Reeves Al to n. R,Snyderi soInt-gobaI r.con Certification Mark or Listing Quality Assurance Ropruseutative Address/Phone/Email Category Roofing Date Submitted Subcategory Asphalt Shillyles 01/09/2(,09 Compliance Method Evaluation Report from a Florida Registered Arrhltert or a Licensed UL/1../LGU3 Florida Profsslonal Engineer 08/31/2009 Date Approved rA Evalualivn Report - Ha d-py Revived Date Approved Florida Eugivaer m Architect Name'who developed Robert 1`71eminen _-__ �_ -__ -� the Evaluation Report rod Scrohaek 1fISIA,_L1Ti0N iH_TRUCT10f15 SOF. D_5[Gfa PRESSURE Florida Liceusa PE -59166 RAIINGS Quality Assurance Entity Underwriters Labvrataries Inc. u Quality Assurance routract Expiration Date 10/01/2010 I Validated By John W. Kno-virh, PE CorUhCSlian Agen Gy American Architectural Manufaclurars Association Validation Checklist - Hardcopy Received si011a Certificate of Independence EL 4'U. rte COI Trinity- FRE, Certificaiton of InuependtdJs+.,pdf Referenced Standard and Year (of Standard) standard Vear. "'E'z,Pro duct Approval ASTM D3161, Class F 2003 Illtll: i;oUlc Oro A5Th103462 2004 (330)922-2339 ASTH D7158, Class H 2005 Equivalence of Product Standards Cortified By Sections from Lire Code Frcduct Approval t'iethsd Method 2 Option B Product Approval Method Method 1 Option D Udte SUbIllithad Ill/I 9/2(,Ii'3 Date Submitted 07/27/2009 Date Jai dated 01/09/2(,09 Data Validated 00/_3/2039 Date P-6 I FBC App,o,,d UL/1../LGU3 Date Pending FBC Approval 08/31/2009 Date Approved 02/03/21509 Date Approved 10/13/2009 Summary, af_Pr vd ucts _-__ �_ -__ -� Summary of Products rod Scrohaek _.._.... _..._..............................................................................................................._.................... 8905.5 1 1445, 5347 AND 5547 VERTICAL 144 0 5,141 AND 554/ VCkl[CAL pI IJLLIUN 'MULLION Canulllu ,, TX 75006 Ll mitis or Us. Installation Instructions __ItainFeed Asphalt Roofing Contain P 9 Approved fur use in HVHZ: Nof I.fi:=uii f: i II 0.-U,i14'A Poi Ivan Paradox Approved for use outside HVHZ. Yes Verified By: LUIS�R. L0MA5 62514 Tedlnicol Representative Impact Resistant: N/A Created by Independent thtnd ]'arty: Yes 1001 w. Crosby RD. Design Pressure: N/A Evaluation Reports Veritied By: Robert Nlerninen, PE PE -59166 Other REFER TO EVALUATION REPORT APJDf'...K<C_ _ < F rod Scrohaek 1fISIA,_L1Ti0N iH_TRUCT10f15 SOF. D_5[Gfa PRESSURE r ..raat_d g7lnd^_p^_ndent fhlyd t;: Ye, Par FL59 •h1 -R Ar-,_ f0727u,1FI_IA4, �1:,f_I'_iIC_•hingiq_F'.5.1.1h: RAIINGS (Double Created by Independent Third Party: Yes tod.;crob:lck rip gactx.corn u ldlp://by%vw.ff otidab iltblr+d.ol3/()1'/lJl'_el)lJCIlf. as()Vpai a111-lw(J :' _ Subcategory I Compliance Method CeFhrICAr Lin Mdrk or Lisling CorUhCSlian Agen Gy American Architectural Manufaclurars Association Vandalod By si011a )ovano'fic Alex ValWaBon Chvcklisl- Hardcopy Rocoivod Roforoncod Standard and Year (of Standard) 6C0 Homes Loam J- -Rc,vA, ion - 14:1 Tu y'.ca .ar Lr-I..,u.l:r3a +t_ts &Sias F:LIa,•>rs Fe' 11,ff a:l, gl!a Ftap Lr..a .each' "'E'z,Pro duct Approval 255 Summerlea Road AANIA/'PJUMA/CF{A 101/l.- 2/44;0-05 :005 Illtll: i;oUlc Oro Ewluation Reports (905)793-9462 Ext 235 (330)922-2339 alex.jovanovlr(,�lkpproduct;.rotn Quality Assurance Representative - f l � > A+ ICal ion U�loil Authvrized Slgnature FL a FL12908 CD Al pInc ri n I!p. Nue: Technical Representative Code Vure on 2007 Address/Phone/Emall Application 4!Mm, Approved Evaluation Repurt f -in a Product Evaluation Entity Corn m en r4 ICC Evaluation Service, Inc. Quality Assurance Entity Archived Quality Assurance Contract Expiration Date Quality Assurance Representative Product Manufaaleror General Alultllnllla C.nnlpiny Address/Phone/Emall Addross%Pham/Ercall 1001 W. Crosby P.A. TL_G191=i RO UOI ;L•C_-Ce ltift;4(g-pJ. d9s12pe0iieltceydf Egdivalanw of P, educt Standards Car shed By Pi uduct A.ppruval hlullmd Date Submitted Daw valldatcd Date Pending FBC Approve Data Approved ldethad 1 Option A rJU/2u/2UU9 08/31/2Gi9 og/04/2007 I0/13/7C09 i 129..;8.4 Sarins 1900/1970 ............................................................................................. i Ll wits of Use i Approved foie uta in HVIIZ: No i Approved for nae oulrid. DVHZ:'res i Lnpact R-i,iciuU Pio OG51gn PFe3Omre: other: See attached drawing: for the installation Iris!ruc[luns, product per ler no' cu, Ilmia/DP and other An h:; of use, Pduminum 5/H (cin) 54" : 72" In.Jlated Annealed D5L1 Per Mancfadurar', installation inshuctiu I- ............................. .. ............................................ I.- ............. Certification Agency Certificate • 1296 %) _ CAC O:r S.r'':_. ..,10 Quality Assurance Cuntraet Expiration Date: UU/11/'ZU 13 Instullati.0 Iustr actions R: 12p.,? r1 ns i)3i3ti3�:Y, v. f.eV.ana:i: ):.00J! ..-.:::....-.................................................................... ...... r. ,. ,aC• ., ...> ...,-Uc,,J •F::. ...... Verified By: Lulz R. Lon,=, P.E. 62514 Created by Indcpcndcnt Third Party: Yes Evaluation Reports created by Independ.nt Third Party: FL # Canulllu ,, TX 75006 Dcscri tion P 1972)2.12-52/1 Ext 2U/ __ItainFeed Asphalt Roofing Contain P 9 van.paredo 1pg.-,ctx.c.nl Aulhuiizod Siynaturo Ivan Paradox shingls nfan.paradocrr'lj gact>tzont Tedlnicol Representative Ivan Paredes Add, ass/Phunu/Ellidil 1001 w. Crosby RD. R2_jldf Carrollton, rx /5Urli Veritied By: Robert Nlerninen, PE PE -59166 I': arl.p]rad J``+l'ilga CSx.telll Quality Assuranco Roprosoni:D0vo rod Scrohaek Add, a /Phone/Enlall 1001 w. Crosby RO FL59 •h1 -R Ar-,_ f0727u,1FI_IA4, �1:,f_I'_iIC_•hingiq_F'.5.1.1h: Carrollton, TY. 75056 (Double Created by Independent Third Party: Yes tod.;crob:lck rip gactx.corn Catdg.ry YV indo'✓os Subcategory Single Hunq Compliance Method CeFhrICAr Lin Mdrk or Lisling CorUhCSlian Agen Gy American Architectural Manufaclurars Association Vandalod By Steven M. Urlch, PF )ovano'fic Alex ValWaBon Chvcklisl- Hardcopy Rocoivod Roforoncod Standard and Year (of Standard) .�!ilutlitLtl ynor Address/Phone/Email ,;AMAjfI4V'dVDA lU1/1.5.2-9/ 1097 255 Summerlea Road AANIA/'PJUMA/CF{A 101/l.- 2/44;0-05 :005 Egdivalanw of P, educt Standards Car shed By Pi uduct A.ppruval hlullmd Date Submitted Daw valldatcd Date Pending FBC Approve Data Approved ldethad 1 Option A rJU/2u/2UU9 08/31/2Gi9 og/04/2007 I0/13/7C09 i 129..;8.4 Sarins 1900/1970 ............................................................................................. i Ll wits of Use i Approved foie uta in HVIIZ: No i Approved for nae oulrid. DVHZ:'res i Lnpact R-i,iciuU Pio OG51gn PFe3Omre: other: See attached drawing: for the installation Iris!ruc[luns, product per ler no' cu, Ilmia/DP and other An h:; of use, Pduminum 5/H (cin) 54" : 72" In.Jlated Annealed D5L1 Per Mancfadurar', installation inshuctiu I- ............................. .. ............................................ I.- ............. Certification Agency Certificate • 1296 %) _ CAC O:r S.r'':_. ..,10 Quality Assurance Cuntraet Expiration Date: UU/11/'ZU 13 Instullati.0 Iustr actions R: 12p.,? r1 ns i)3i3ti3�:Y, v. f.eV.ana:i: ):.00J! ..-.:::....-.................................................................... ...... r. ,. ,aC• ., ...> ...,-Uc,,J •F::. ...... Verified By: Lulz R. Lon,=, P.E. 62514 Created by Indcpcndcnt Third Party: Yes Evaluation Reports created by Independ.nt Third Party: FL # Model Number or Name Dcscri tion P 5444.1 __ItainFeed Asphalt Roofing Contain P 9 3 -tab laminated at and 4 -tab asphalt roof p 'ryi. .>, .o ti"'f"i ,au k 9' �, r r4 Shingles shingls Limits of Use ----_------- -Installation Instructions --__------- Approved for use in HVHZ: No FL5444 R2 11 a,072709FINAL._Asshalt 51 ;angle F1.5444 - Approved for use outside. HVHZ: Yes R2_jldf Impact Resistant: N/A Veritied By: Robert Nlerninen, PE PE -59166 Desi n Pressure: N A D / Created b Independent Third Part Ye Y P Y Other-. Refer to ER Section 5 for Limits of t/se Evaluation Report. Other: For use as exterior Badding only. Net for FL59 •h1 -R Ar-,_ f0727u,1FI_IA4, �1:,f_I'_iIC_•hingiq_F'.5.1.1h: Now (Double Created by Independent Third Party: Yes Code Version Created by Independent Third Party: Yes Beck nen[ t• -A Allllt,1-1111­ ESpia arrt urCvn„ roily Afrairr Fbrida HuifJny Code Osiers Codes and 5t indasds 2 =_5=r11111d Oak cool -d ..tyxTl.'r ^a d t f'F"d'r " tl lfi4r x� t z A rr2 tt is -tx. � t tY "[ a ��if 02/12/2009 f r iqy rt�rl�ltrff'.Ra �a ) 3 F •�, 3 1 l t 1 3 k �1 tt � rF � "t3 f r 11a. Date Pending FBC Approval F' 4 4i ilii ,r ni S t d3 i Aar../ 7 4aWY t 1J u 0 �'n•!-.,.w.sf� 'ryi. .>, .o ti"'f"i ,au k 9' �, r r4 04/07/2009 ^ur ,0 ^•Its 1 ''�Y � 3, �1 A a^ � T1LLh. uk s I•ac �.r DC15 i',nme We tl Vee Reyes .Lor 1141 TopF3 s_b nt Sarl a be '. rwu & recta ; ruLIC-15 FJ_ Stat' s Product Approval Prod 11 er ` FutC ---- __Installation Lastructi.ns ---------- - Approved for use in HVHZ: No FL12 t03 RU II CoyenU v.odl Approved for use ..told. HVHZ: Yes Verified by; Architectural Testing, Inc Vnuitrt 1,"- uu ? .rode• t aOpLl qlot r_ard , A ,y_4 a vu _6L> Apprrratbn Doran Created by Independent Thh d Party: Yes FL it rt 12103 Other: For use as exterior Badding only. Net for Application Type Now (Double Created by Independent Third Party: Yes Code Version 2007 Address/Phone/Email APPIICatlon Status Approved Williston, VT 05495 CVllinel is (905) 793-9462 Ext 235 Quality Assurance Contract Expiration Date Archived I=� )ovano'fic Alex Product Manufacturer ALlde Todudeal Representative Address/Phone/Email 3773 State Read 255 Summerlea Road Archived Cuyahoga Falls, ON 44223 Ewluation Reports (905)793-9462 Ext 235 (330)922-2339 alex.jovanovlr(,�lkpproduct;.rotn Quality Assurance Representative ntflompsvni7alside.corn Address/Phone/Gnlail Authvrized Slgnature Nick Thompson Brampton, NON -1J; t23.15 CD ntilompson(:]alside.com anthvny� alufabhurricane.cvm Technical Representative Nick Thump- Panel wall, Address/Phone/Emall 3773 State Road Compliance Method Evaluation Repurt f -in a Product Evaluation Entity CU yahoga Falls, ON 44223 ICC Evaluation Service, Inc. Quality Assurance Entity n thcmpson(Jahida.corn Quality Assurance Contract Expiration Date Quality Assurance Representative Jack Mowery Robert A. Walz, PE Address/Phone/Emall 3773 State Road Certificate of independence TL_G191=i RO UOI ;L•C_-Ce ltift;4(g-pJ. d9s12pe0iieltceydf Cuyahoga Falls, ON 44223 Standard Year (419)853-4656 Quality Assurance Representative jmOwerypalsida cum Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Compliance Method Flor,da Protessiona' Engineer Evaluation Entity Category Evaluation Re "ort Hardco P Recet 3e pv d Florida Engineer or Arddtect flame who developed Alan Reeves Roofing Accessories that are an Integral Part of the Roofing System the Evaluation Report Certification Mark or Listing 04/15/2U 14 Florida Llcense PE -19354 Miami -Dada BCCO - VAL Quality Assurance Entity Architectural Testing, Inc. Quality Assurance COOL -1. Expiration Date 12/31/2011 Year Validated By Steve,, hi. IWirh, PE 1995 'yam Valldatlnn Ch ckli,t - harr,Copy Reca ved Certificate of Independence,(11103 _fjD:!J cart Ot_I'i;ye U?Ind:?_ °g.n Referenced Standard and Year (of Standard) Standard Year ASTI•I D 3579 2001 Equivalence of Product Standards Certified By Sections from tho Code Product Approval Method Method 1 Option D Date Submitted 02/12/2009 Data Validated 02/25/2009 Date Pending FBC Approval 03/01/2009 Date Approved 04/07/2009 --- - - - - --- -- - -- - --------------- 12103.5 Cv /entry Vinyl SIUIny - _ - Limits of Use _ ---- __Installation Lastructi.ns ---------- - Approved for use in HVHZ: No FL12 t03 RU II CoyenU v.odl Approved for use ..told. HVHZ: Yes Verified by; Architectural Testing, Inc Impact Resistant: N/A Created by Independent Thh d Party: Yes Design Pressure: N/A Evaluation R.p.rK Other: For use as exterior Badding only. Net for use in FL121Q3--P,0 AE Cov ntry,udf HVHZ. Allowable Design Load for all configurations (Double Created by Independent Third Party: Yes c", Double 5" Dutchlop, Double 4', Double 4" Dutchlap, and Triple 3" +1- 865 psf with nails. Address/Phone/Email 91"P74'i2 93•'r M"ih'"*'k't„x"f •t sx*t"In°'H 2is•xr..,eir�4ttg •'s} Y..pr7"agC'�; ... � ��,(9{ �Z - C , it= IBM ¢q �trr N §§ 9. de R �. f, �d r C�sswtrt<s1 @ W 2 r.�- � 1 r. . r#1:.,.:y • rz �.. iF: _ �i .....,:f..... .5 � , -:tw. 7 1�:.>l...r.-�:.::x'::3u.._i _ X 15'o•n :. L!9 at ) IJ,_ r'ti?.rat on Ilot .o(Ys Oebmt 50, he,y: .tit: 'r r,:cL- - Rkkat-,; i FBc�aaa i D^a;Sa i LrJ.s 5,v 1 , Product Approval Verfled By! ICC Evaluation Service, Inc. USER: It,..- Created by Indcpcndcnt Third Party: P»d,rt Arxwo .t f•Ion,.JrcdX[.ratt•!cte.>_t ll"__Is"q'LS> A PPli-i-.etuil ' FL d FL12199 Application Type We'e Code Vol forpP Quality Assurance Contract Expiration Data Application tion Status A2007�Proved • Comments Application Type Archived Certificate of independence Product Manufacturer KAYCAN LTD Address/Phone/Email 407 Boyar Circle FL2075-R3 Williston, VT 05495 Application Type (905) 793-9462 Ext 235 Quality Assurance Contract Expiration Date alex.j ova novl cUk pprodu et5.eoln Authorized Signature )ovano'fic Alex Application Status alex.jovanuvia?kpproducto.corn Todudeal Representative Alex Jovanovic Address/Phone/Email 255 Summerlea Road Archived Brampton, NON -US 05476 Ewluation Reports (905)793-9462 Ext 235 Florida Metal Products Inc. alex.jovanovlr(,�lkpproduct;.rotn Quality Assurance Representative Alex JOVanovic Address/Phone/Gnlail 255 Summerlea Road Jacksonville, FL 32254 Brampton, NON -1J; t23.15 CD (416) 553-6313 anthvny� alufabhurricane.cvm alex.jovanovlc(,�)kpproducts.com Category Panel wall, subcategory Soffits Compliance Method Evaluation Repurt f -in a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, Inc. Quality Assurance Entity AlchituCtur'al TeAlug, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Robert A. Walz, PE Quality Assurance Representative M Validation Checklist - Hardcopy Received Certificate of independence TL_G191=i RO UOI ;L•C_-Ce ltift;4(g-pJ. d9s12pe0iieltceydf Referenced Standard and Year (of -Standard) Standard Year ASTM D3679 2005 Equivalence of Product Standards Certified By Sections from the code Product Approval Method Method 1 Option C Date Submitted 02/25/2009 Data Validated 03;0272009 Date Pending FBC Approval 03/0572009 Date Approved 04/07/2009 FL # Model, Number or Name Center Vented 12'/Solid 12 Description T iple 4' Partially Perforated VIn l Soffit 12199 1 Limits of Use Installation Instructions _ Approved for toe in HVHZ: No LL12190 RU 11 Kavcrol to5[ollptlon.p?f Approved for use outside HVHZ: Yes Verfled By! ICC Evaluation Service, Inc. Impact Resistant: N/A Created by Indcpcndcnt Third Party: Design Pressure: +70/-7U Evaluation Reports Other: Most be Installed as per the manufacturers FL1209 RQ.AE Q2,.p:df ,g� rt�,soi: Model, Number or Name D .... 1ption 2075.1 VENTRVIO F.. Limits of Use Certification Agency Certificate Approved f r nae In HVHZ: Yes PP A • of F.207 R3 C CAC. 07-110 06. V10 -MI ff Uf i 5 S 6 _ [ LUE,p oral° 1,1{ait�^d,.m"ta.?'�k°'�a.6iay Quality Assurance Contract Expiration Date bd. c,�yatcua+$,aaat 01/31/2009 r 1]I'.u,n % Lo i : User Re �!raton Ilot rG res ' '< J r H K s , BJLmt Slrchar faGdra G Vut,ca[Im, t- ! � nl a rh . SFX, :tai 44 U,.l'i �tc'ta L .s e - t V I FL2075 R3 11 07-1105.06 RVIO MIAMI DADE.pdf Quality Assurance Contract Expiration Data Verified By: Miami -Dade BCCO - CER PProvai Created by Independent Third Party: Application Type . a ,USER:P-dlruL11 4_ma' Certificate of independence _ created by Independent Third Party: 2'cd.KS2r10NYaLL'.:Iu= irV to'i.ILK++lxrn :"v, t : Ar ,IYun IK .Appli-ion octad VENTRVIO FL d FL2075-R3 Approved for use in HVHZ: Yes Application Type Revision Quality Assurance Contract Expiration Date Code Version 2007 Desin n Pressure: N/A Application Status Approved L2U/5 R3 11 07110506 RVIO MIAMI DAUE.ndf Cor rncnL Verified By: Mlaml Dade 8CC0 - CER 130!10 FIW 33 Avenue Archived fe.3 Ewluation Reports Product h1anufacturer Florida Metal Products Inc. (305) 686-4701 Ext 19 Address/Phone/Email 6940 Stuart Ave anthonyeialufabhurricanucom Authorized Signature Jacksonville, FL 32254 Robert Andrade CD (904)783-8400 anthvny� alufabhurricane.cvm ruclmical Representative clark(ruflamco.com 5----f Authorized Signature darkjones 11 1D darkc-Alamco,com Technical Representative dirkjoles Address/PhvneyEmail p v box 6310 E Quality Assurance Representative jacksonville, FL 32236 Address/Phone/Email (904)783.8400 c1ark@t1amco.conl Quality Assurance Representative darkjones Address/Phone/Email p o box 6310 Category Jacksonville, FL 32235 Subcategory (JU4) 783-8400 of New Technology Compliance Method darkrc�flamco.com Evaluation Entity Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Certification Mark or Listing 04/15/2U 14 Certlf cat an Agency Mlll-Dad- BCCO - CER Miami -Dada BCCO - VAL Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TA5 100 (A) 1995 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/05/2008 Date Validated 06/30/2008 Date Pending FBC Approval 0//08/2uua Date Approved 09/15/2008 sun^any of Products ___� FL # Model, Number or Name D .... 1ption 2075.1 VENTRVIO VENTRV10 Limits of Use Certification Agency Certificate Approved f r nae In HVHZ: Yes PP A • of F.207 R3 C CAC. 07-110 06. V10 -MI ff Uf i 5 S 6 _ [ LUE,p Approved for e outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact R.,i,taut: N/A 01/31/2009 Design Pressure: N/A Lustallaliva Instruction, Other: FL2075 R3 11 07-1105.06 RVIO MIAMI DADE.pdf Quality Assurance Contract Expiration Data Verified By: Miami -Dade BCCO - CER FL11024 Created by Independent Third Party: Application Type Evaluation Reports Certificate of independence _ created by Independent Third Party: 2075.2__ VENTRVLO VENTRVIO Limit. of Use Certification Agency Certificate Approved for use in HVHZ: Yes FLy7075 r'Z3 C CAC 07130506 RV70 hlWhiI DADE.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A U3/13/2013 Desin n Pressure: N/A Installation Insuc trtions Other: L2U/5 R3 11 07110506 RVIO MIAMI DAUE.ndf Address/Phone/Enlall Verified By: Mlaml Dade 8CC0 - CER 130!10 FIW 33 Avenue Created by Independent "third Party: Jacksonville, FL 32213 Ewluation Reports TC Created by ].dependent Third Party_______ -___-J Bok act LCA �m'rifraten Prpadrncrrt aFCununuaay An Lc FbrL1a valdn,d Cd. onto'. Codes and Standard. x,x"'�, at' E ? F i air s ��•.. \ 4k. f v 4a. ur' k;lp 'W 'w 'Axys: : a 111-N Code Val slur 4+ i. !, g t� r iR�.aa:, {yraa,l a.3^.r,'.(�G�'a��.'Lyi�t..Yi'�.�S�i.'� yEae+:Ahn�, utf3 d_4•i)i�+'!�?e?iiL3 �Fsti.5.��.#liYS�.S`rT.''�S�Fa'1fi3a �. L'Cl Ho n 1Log :n ( uself st-traton Ilat TorKs j 6uF it -riche-..=tnGGrtictA ( PObk,,,ors FC(:Sta•f { BC1e68a FIUV i Lnks "conch hr . ��`Product Approval (j.wlbseR:vubr Irdr IK the Evaluation Report Approved for us. outside IIVIIZ: Yes Florida License PE -11955 Fi udrxLA uric .,. Menu > 4ruduct ur Auulrcalr4lr Reel cIJ > A6cutvulL!_ > Appliwlinn Detail Quality Assurance Contract Expiration Data FL 9 FL11024 ORLANDO L. BLANCO, P.E. Application Type New Certificate of independence Code Ver cion 2007 Standard Year Application Status Approved Approved Comments Continents Archived 91 Caz Product Manufacturer Southeastern Metals Mfg. Co. Alufab Hurricane Shutters Address/Phone/Enlall 11001 industry Drive 130!10 FIW 33 Avenue It Jacksonville, FL 32213 Ops Locka, FL 33054 TC (904)696-4682 (305) 686-4701 Ext 19 J n jhkelsey asernetais.com anthonyeialufabhurricanucom Authorized Signature Jeremy Kelsey Robert Andrade CD j h kelsey SJlserudta I^+.corn anthvny� alufabhurricane.cvm ruclmical Representative Jeremy Kelsey 5----f Address/Phono/Eon%I 11801 Industry Dr. 11 1D Jacksonville, it. J223U (904) 757-4200 Ext 4682 V) J h keLey i�Pscmeta ls.eom E Quality Assurance Representative Gerry Shotsberger Address/Phone/Email 11801 industry drive Jacksonville, FL 33218 O (904)696-4204 0pshvtsbergerCrllsenletals.c0m Category Roofing Subcategory Products Introdured as a Result of New Technology Compliance Method E`daluatlon Report from a Product Evaluation Entity Evaluation Entity Nlaml-Dade BCCO - EVL Quality Assurance Entity Mlantl•Uade UCCU - QUA Quality Assurance Contract Expiration Date 04/15/2U 14 Validated by Miami -Dada BCCO - VAL Cortificate of Indapandence Referenced Standard and Year(of Standard) standard YY -1 'rAS 100 1995 Equivalence of Product Standards Certified Ely Approved Evaluation Entity FJ..t,1214,_(i0_EaOi:t_2.4.O.d_L1.S7eL,YSi�ltlteG_Y.� 11t.Rdf Sections from the Code Product Approval Method Flethod 1 Option C Date Submitted 0/U9/2008 Data Validated 07/17/2008 Date Pending FBC Approval 07/10/2008 Data Approved 09/15/2008 FL # Model Number or Name 11024.1 _ 'Weather -Vent" Lin its of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant N/A Design Pressure: N/A Other:�_-.._.�.��_..�-._..�.-_.. Off`Ridge Static roof vent Installation Instructions F'L11024 RO 11 2.06 NOa Nleather VciIt.Ddf Verified By. Miami -Dada BCCO - EVIL Created by Ind.pendcu t Third Party: Evaluation Reports 171..13024 RO AE 20013 MOA Weather Vent.odf Ct-A Ar n,i EluttEll Department oFCa,r u,Hy AfFWc, Fbnan al. -9 �ntl� pn a,9 Codes antl5tnntlards 255i Slxnl,d Oak210 Ta llalrb.S52e, o:orida 71]99-2299-2!C0 w rr x R c. C f f qV A P at' E ? F i air s ��•.. \ 4k. f v 4a. f r I ! it rfh 4 1 Code Val slur yt A'v i^ y � arl>17arrl- I Saf Fc a afor + IIT r r _a lar ",lot-3ra• Lo, ]r } J �l u Sr L l � c _ a _V F , Fura[•r. r r•[all E N: 'rA t < > a 7C _ �.a: c L 0","n (d R#, - (" Product Approval \ uselY Publ.c lY_er (•4i Evaluation Report - Hardcopy Received Be21Ltit' L�n� sll.law+EI `Aoi; =t&",lt>APpnatior vola IK FL S FL722-R2 pp Yp Application Typo Revision Code Val slur 2007 Application Status Approved Comments (•4i Evaluation Report - Hardcopy Received Archived IK Product Manufacturer f•letal Tech, Inc. Address/Phone/Email 7635 w 2nd Ct ,Fl.. 33U 1.1 (3U5)9/U-'/507 steveforrata Itech.con Authorized Signature Steve Pulliam Enyineeriny F?nnelallech.com Technical Representative Address/Phone/Enlall Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Cornpllance Method LVd1Llilt1011 Report from it Florida Reglntured Architect or a Licensed 7 ». 1_ Ilondu Prufes;iunul Engineer Hurricane Panel (•4i Evaluation Report - Hardcopy Received Flolam t1da Engiuear or Architect flame who developed Robert S. Monsoon the Evaluation Report Approved for us. outside IIVIIZ: Yes Florida License PE -11955 Quallly Aswra ica Entity National Aca editativn and Management Institute Quality Assurance Contract Expiration Data 12/31/2010 Validated By ORLANDO L. BLANCO, P.E. .rcabJd U Inde andL IL h d [ u r' ' '1 -T Ir Party: Y"' Y P Y It Validation Checklist - Hardcopy Received Certificate of independence FL727 (;,n1,_ Q 1_, -.---rt Indlpend pgl Referenced Standard and Year (of Standard) ) Standard Year sod-, d5tandards ;', i ;--:n:mnn9 r!n.7 Arnrvan] ASTM E 330.02 2002 Approved ssTD 12.99 1999 Equivalence of Product Standards Certified by Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/27/2009 Data Validated 02/02/2009 Date Pending FBC Approval u3/11/2009 Date Approved 04/07/2(J09 Sit tors +TTd.�i it , �xn 5. ver �. [{irt.R'. FL It l, Number or Nano r Descriptimu 7 ». 1_ aly. Steel Hurricane Panel Limits of Use Installation Instructions V ~- Approved for sac in HVHZ: No [1.77_R.!_tt_S1Z9_d19:rJlll9aftt Approved for us. outside IIVIIZ: Yes Verified By: Robert S. Monson, PE 11955 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports Other: Not for use In High Velocity Hurricane Zones of the E.vZnrv__?,v AE Qbl evalezt1Or.Edf Florida ulldint Code. Maximum Spur 140" at 24.52 P.S.F. v 6 J �p .rcabJd U Inde andL IL h d [ u r' ' '1 -T Ir Party: Y"' Y P Y ''r r SU3.U2 P. . will, a ,Pon or 55" Maxi turn Design Load S F Il u 9 1111___ Revlslon Dark rv�,<L L_AA l luau r Dcparl,nrrrt fC Iy Aflira Fbrida U b C d . cline C d - d t d ds SS :, res CJ ecu ,v r II Fat.dj22j99-1100 350) 431-J$94, rat 414 34J1 ¢fYtStTr I6��+.' 'Fty"!f Sit tors +TTd.�i it , �xn 5. ver �. [{irt.R'. .u• ,� :Y � .. re x rY;n 4t• -ox o- Compliance Method �r ,roti 1 n 9:..t e•"..�t::.'�. •,a -.. ,., A fs: f4F� h s�raecsa c�ta;� aca� ..�!:rt5ue.,.e.#a f, i' k • .�. o;r'"�$..gv$.w �:i�wL'.�,.7'•..^l' . ,9 Florida Professional Engineer r�ix•^• f- ":.`iY y r..rh. ,q;.. A` ➢ "^ N'ti c�!$ - ''�a1.....L � � f 'ab4�rllr �.'ui+V' a.x .'(_:r•'�' 6 l Fo •ln i, Loyal V5c Rcyla.raCal I lot TOS'-= f O+b n1 C rclercc Stats 6 ra:t: ( Fwl,1,. ro ( FOC sInn j 0Cl3::c a,,, : I.H. „wren Product Approval VSEIz: F'ulac u:nr the Evaluation Report Design Pressure: +104/-1 U4 ��(( i' PE -52609 Quality Assurance Entity VntLt ApEn.:t n!e '. P , +t t;t,lj;a}k{IL. a c -ll ? �•:+Lcal_•r Lcl> Application Detail 12/31/2010 rL k FL4804•R2 Application Type Revlslon FL4804 R2 COI 09-032 C'l.odf Code Version 2007 sod-, d5tandards ;', i ;--:n:mnn9 r!n.7 Arnrvan] Application Status Approved Continents Archived Caz Product Manufacturer Alufab Hurricane Shutters Inc Address/Phos=_/Ernall 130!10 FIW 33 Avenue It Ops Locka, FL 33054 TC (305) 686-4701 Ext 19 J n anthonyeialufabhurricanucom O..JJII Authvrized Signator. Robert Andrade CD �^^� 1__L anthvny� alufabhurricane.cvm ^! Technical Representative Pedro Be Figueiredo Address/Phone/Email 6971 Wust Sunrise Blvd. 104 Plantation, FL 33313 Enyco(gla ol.com Quality Assurance Repruseutitive Addross/Phone/Ernall Category Sit tors Subcategory Storm Panels Compliance Method Evaluatlun Report fruit a Florida Registered Arddteet or a Licensed Installation Instructions Florida Professional Engineer FL4804 R2 II 09-032 DWG.pdf Ise Evaluation Report - Hardcopy Received Florida Engineer or Arehltect Plaine wlw developed Pedro De Figueiredo the Evaluation Report Design Pressure: +104/-1 U4 Florida License PE -52609 Quality Assurance Entity National Accreditation and M -ay -cul. Institute Quality Assurance Contract Expiration Date 12/31/2010 Validated By Jesus Gonzalez, P.E. i,& Validation Checklist - Hardcopy Received Certificate of Independence FL4804 R2 COI 09-032 C'l.odf Referenced Standard and Year (of Standard) 5tauddiul -a•aI sod-, d5tandards ;', i ;--:n:mnn9 r!n.7 Arnrvan] ASTM E3'J0, E1996, E1880 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method "lathed I Option D Date Submitted 04/10/2009 Date Validated 04/22/2009 Data Panding FUC Approval U5/18/21JU9 Dale Approved U6/u1j/'2UIJJ FL # Model, Number or Name Description 4004.1 _ 24ga 'u 22ja steel Stone Panels -_-Corrugated 22ga and 24ga Steal Storm Panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL4804 R2 II 09-032 DWG.pdf Approved for use outside HVHZ: Yes Verified By: Pedro Be Figuereidv 52609 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +104/-1 U4 Evaluation Reports Other. Product to be manufactured, designed and Installed F14604 RZ AC 09-032 Pc k. odr as per drawing 09-032. Created by Independent fluid Patty: Yes Back next V Ucpart et ofc---yATF iia W Fbrida Hudding Code _5rin sod-, d5tandards ;', i ;--:n:mnn9 r!n.7 Arnrvan] rallain ssro, f,'orda ?23',1',121UU (S'_U) 43/ lS'J4, .a.Y f3!UI 411 S'4J6 4-4 N ■ N CD ■ cn - w �3 n , V W `` O Q) 0 0 L `-'^ /CD V J '�T/� 1� It (li TC J n O..JJII TS7 _L �11 CD �^^� 1__L = ^! vJ 5----f 0 11 1D O V) E O S/jj��\yI F FY NO. ■ CD ■ ■ > `` ■ 0 L An 1111111t., Qj /CD V J '�T/� 1� It G J n S/jj��\yI F FY NO.