Loading...
HomeMy WebLinkAbout348 Bella Rosa Cir--rrq ""V RECEIVES r - D FEB 0 9 2011 CITY OF SANFORD BY: BUILDING & FIRE PREVENTION -- PERMIT APPLICATION � •Z, j? 9, ,? o 0 Application No: , Documented Construction Value:' �/�1, V Job Address: J� � ��,�lCw ��'�<� ����L'-��� Historic District: Yes ❑ No � Parcel H): 029- 19 - 3t - 5oa - Cr`00 - L - -'-t o Zoning: Description of Work: N C w 3re, flan Review Contact Person: —oy\N Title: Pi -C Phone: (�`at l 4-1 0303 — Fax:(7a c1 4-1 c�- Property Owner Information Nance kor«s-- LI -,Q. Phone-. 'nct- \-t OC3 Street: l)C\-Jc , 3"t-tt: 2lo Resident of property? City, State Gip: C�� Fi�w�tz�r? � F�. 33`1 tso Contractor Information Name k-\ Phone: -la-l) '�-t9 - �-t t 1 1 Street: 1c���`�0 1 _'+e,F\� wA�e D��yE�`v;�r_ : 2ty lax: - -\Ci - City, State Zip: State License No.: C 6C =. I l M4 — ''ll Architect/Engineer Information Name: l 12e�ee S�oC . I'lione: Street: 94'3 C�')• ' �c?n �`� x . rat _ Fac: oto`- -)- City, St, lip: li f L 3�=1C�?, E-mail: clgv;ct-p Bonding Company: Nj.w Mortgage Leader: N�A Address: c,2r,-9 AU -0, z c2 -f.' 0d ,1111 A(Idress: ZL 61) 7. a/n �1� PERMIT INFORMATION Building Permit o' � Square Footage: 3 Construction Type: No. of Stories: No. of Dwelling Units: I Flood Lone: Electrical 1' Plumbing d New Service - No. of AMPS: aC0 New Construction - No. of Fixtures: Mechanical El/(Duct layout required for new systems) Fire Sprinkler/Alarm ❑ No. of heads: 0 v � � 3l ��rM;-*c-fes-• �J -° �3o x� 3 fi r, ' --INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. ' CS COVER SHEET 1 1st FLOOR PLAN 2 2nd FLOOR PLAN 3 EXTERIOR ELEVATIONS - FRONT/REAR 4 EXTERIOR ELEVATIONS - SIDES 5 1st FLOOR ELECTRICAL PLAN 6 2nd FLOOR ELECTRICAL PLAN 7 HVAC PLAN 8 FOUNDATION PLAN 9 ROOF FRAMING PLAN ..... .... ... 10 UPPER ROOF FRAMING PLAN Ll LINTEL DETAILS i. SN STRUCTURALNOTES 7, SN1 DETAILS - ------ -- 133M MONO DETAILS A _r— JI—i- I 1 134 DETAILS 5 DETAILS 'S6M DETAILS T _T SS RETROFIT DETAILS ABBREVIATIONS ST STAIR DETAILS _11_1_�_�__),­­*­�_ .1, D1 SECTIONS & DETAILS D2 SECTIONS DETAILS Rad. Radius T & A.B. Anchor Bolt FIr. Sys. Floor System PA1.0 PRODUCTAPPROVALNUMBERS Ref. Refrigerator Abv. Above F.Pl. Fireplace Req'd. Required ----- ----- Ft. Foot /Feet A/C Air -Conditioner --,- �Ll Rm. Room PA1. 1 PRODUCT APPROVAL NUMBERS Adj. Adjustable Ftg. Footing Rnd. Round A.F.F. Above Finished Floor FX Fixed PA1.2 PRODUCT APPROVAL NUMBERS R/SH Rod and Shelf A.H.U. Air Handier Unit Galv. Galvanized 7-T 77 SD. Smoke Detector ALT. Alternate G.C. General Contractor i S. F. Square Ft. B.C. Base Cabinet G.F.I. Ground Fault Interrupter Sh. Shelves B.F. Bifold Door G.T. Girder Truss . ... ... . U U BkSh Book Shelf -11 1 - Hdr. Header SHT Sheet 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 Thik'n. Thicken Gig. Ceiling Laun. Laundry L p Col. Column Lay. Lavatory T.O.B. Toof Block T.O.M. Top of Masonry Comp. A/C Compressor L.F. Linear Ft. T.O.. Top of Plate L C.T. Ceramic Tile L.T. Laundry Tub Trans. Transom Window Dryer Mas. Masonry Typ. Typical Dec. Decorative Max Maximum UCL Under Cabinet Lighting Ded. Dedicated Outlet M.C. Medicine Cabinet U.N.O. Unless Noted Otherwise Dbl. Double Mfgr. Manufacturer VB Vanity Base Dia. Diameter Micro. Microwave Vert. Vertical Disp. Disposal Min Minimum V. L. Versalarn Dist. Distance M. L. Microlarn D.S. Drawer Stack Mir. Mirror VTR Vent through Roof W Washer ------ -------- D.V. Dryer Vent Mono Monolithic D.W. Dishwasher N.T.S. Not to Scale W/ With Ea. Each Opn'g. Opening VV/C Water Closet E.W.W.A. Wedge Anchor Each Way Opt. Optional Wd Wood Elec. Electrical PC. Piece WP Water Proof Elev. Elevation Ped. Pedestal Ext. Exterior P.L. Parallarn Exp. ExpariJon PLF Pounds per linear foot F.B.C. Florida Bldg. Code PIt. Ht. Plate Height Fin. FIr. Finished Floor Pit Sh. Plant Shelf PSF Pounds per square foot if 0 F.G. Fixed Glass PE, / "i Fir. Floor 'V� J P.T. Pressure Treated PIP Fdn. Foundation Pwd. Powder Room4!,OS REVISIONS li 09/10/08 1.00 NEW BASE PLAN 02/12/09 2.00 CODE UPDATE AND REVISION opr/ct 04/22/09 2.01 FIELD WALK CHANGES 05/18/09 3.01 RAISE SECOND FLR WINDOWS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES 06/11/09 3.02 GENERAL CHANGES MEAN ROOF 30 FT. HIGH TYPICAL FOR, 2 STORY HOMES 09/21/09 3.03 ADD CAN LIGHT TO BA 2 THIS DRAWING AND DESIGN IS VALID FOW1 2 MONTHS AFTER THE DATE IT 10/05/09 3.04 REVISE KITCHEN LIGHTINGIS SIGNED AND SEALED OR WHILE. CURRENT CODE IS VALID & 11/09/09 3.05 CORRECT REAR WNDW'.'C" ELEV Notice to Builder All Subcontractori Itis the intent of Designer/Engineer listed in the tilleblock of these documents that these documents be accurate, providing 01/06/10 3.06 CHG. COACH LT. SWITCH License(] Professionals clear information. Every attempt has been made to prevent error. The Builder and all SUbcontractofs are required to review all the information contained in these 02/12/10 3.07 CHG. 2-STRY ELEV. DIM. documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, ornissions,or misinterpretations undetected and not reported to 09/14/10 3.08 ENLARGE KITCHEN ISLAND the Designer /Engineer prior to construction. All construction MUST be in accordance to the information found in these doom, documents. Any questions regarding the information found in Ar IR these plans should be directed to our Ouality Assurance Manager at (407) 880-2333 itninediately. No backcharges will be considered for reimbursement by the Designer/Engineer M �L Fz 1111111111111111125 9 without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the s EMIL W Im ANON& 4U 2 terms of the agreement. GO 4 0 ra E 'co) w 0 00 0 a) 00 E V) (r V) — 0 0 M M Vt q Z5 C: � "2 T 1� "M 0 W Cq 1 0 ,4 no 0) 0 CO i l4 0 O CL V) < f, - LO o rn 0I B D. -,W c �41 taVj7 r c!) LU AP, CL rn �Z C; Z. 01-, juy Z T� rid 0 To the best of the engineers knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and seated for the structural portion of this drawing. (D ,--i 0 > r-, C:) Cq C:) M rN > CL 0 a) 0 > a: fu .:- < (U 0) M LU C:) M Lr) T - Ln :;7 0 Z LU ce. u_ ,� LLI 0 wZ F_ U) Lu U V) Lij C) 0 < 00, ZvLQ ZZ LU Z W, 08 c"o M 0 F LU N F- Z 0 Z Lr) U-) Lu LU W <ce (LD U F_ V, 0 0 Z LL >7 w 0 W 0 NZ (NCY - F- - 2: �,_- Z N9 <1 Ln :E 6 -0t LU Co 1s,4 U) W >l- o UW < 0 LL Z 'C', Z o < < 0 in > q I 0 � a CYX Z V) 2: P, Z < 0 r,4 1 > 0 LU Zj 2 LU < IL, CL T-1 LL c) LL LU 0 CL SCALE AS NOTED PLOT DATE: 01/31/2011 VERSION NO. 108 JOB NO: 11-0051.01 SHEET NO. C S NOTE: BALLIST ERS SHALL L5E SPACED SO THAT A 4" SPHERE CANNOT PASS THROUGH, 11 42" H. RAILING IN FOREGROUND 2x8'S AT O.C. AT LANDING (2) 2X8 #2 SYP P.T. - LEDGER W/ 1/2"X3 1/2" TAPCONS @ 16" O.C. & 3" FROM EACH END. NAIL ADDITIONAL 2X8 TO CREATE LEDGER W/ (2) 12d NAILS @ 12" O.C. STAIR CALCUTIONS: TOTAL RISE = 10'-8 3/4" (18) RISERS AT 7 1/8" 2 RISERS +1 TREAD = 24< >25 14 1/4" + 10" = 24 1/4" STORAGE UNDER STAIRS 36" H. CONT. WALL r �iilll TF ==Jt tr in n \ r _ 10" \ I�\ ' TYP. \ ' 1 I I\ 0 1x TREADS AND RISERS (TYP.) 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd. FLOOR ONLY) PLYWOOD DECKING --FLOOR SYSTEM USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. BEAM 2x STRINGERS BEYOND 36" H. CONT. GRASPABLE RAILING IN FOREGROUND 2x STRINGERS 1x8 CAP & CASING 1" NOSING (TYP.) 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. NOTE: 8311.5.6,2 CONTINUITY. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGHT OF THE FLIGHT. FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLYABOVE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 INCH (38 MM) BETWEEN THE WALL AND THE HANDRAILS. TYP. STAIR SECTION SCALE: 1/4" = V-0" 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" U.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 MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ +31.9 / -34.7 +31.9 / -41.8 1/2" FLITCH PLATE +29.9/ -32.8 H2 (2) - 2X8 #2 SYP W/ SEE SN SH•I-: I(H SEE SN SHT. 1/2" FLITCH PLATE 120 MPH vi C I- v � M (2) - 2X10 #2 SYP W/ Z3 O H3 1/2" FLITCH PLATE o 0 H4 (2) - 2X12 #2 SYP W/ LL N 1/2" FLITCH PLATE y o w a n t u/ r UQ r q (2) - 13/4" X 11 1/4 H5 LVL 2.0E Fb=2950 0 rn (2) - 1 3/4" X 9 1/4" A � ®o H6 LVL 2.0E Fb=2950 (2) - 1 3/4" X 16" H7 LVL 2.0E Fb=2950 VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ` SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" �J +33.4 / -36.2 O +33.4 / -44.8 2529 S.F. +31.9 / -34.7 +31.9 / -41.8 O +29.9/ -32.8 O +29.9 / -37.8 40 S.F. SEE SN SH•I-: I(H SEE SN SHT. 120 MPH vi C I- v � M General notes If water based ceiling texture material is used, Provide %' gypsum board for 16" Q.G. 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 W' gypsum board must be installed on garage ceiling beneath habitable room(s). R309.1.1 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mrn) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. Door from garage into house must be a rninimurn 1 3/8" solid wood door, solid or honeycomb steel door, or 20 minute fire rated door. Any accessible space under a stairway shall be protected with %Z' gypsum board. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. The exit alarm shall produce a continuous audible warning when the door or window are opened. 6. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. The garage shall be separated from the residence and its attic by not less than 1/2-inch(12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. 8. R613.2 Window sills In dwelling units, where the opening of an operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4 -inch -diameter (102 mm) sphere cannot pass WALL LEGEND MASONRY HGT. @ 9'4" A.F.F. p77, r < �7 �� 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 ION 11111 111111 12 1511 1111i'1111111111111111111 • 1ST FLOOR 1303 S.F. 2ND FLOOR 1226 S.F. TOTAL 2529 S.F. GARAGE 463 S.F. LANAI 208 S.F. ENTRY 40 S.F. TOTAL SQ. FT. 3240 S.F. INSULATION REQ. LOCATION R -VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R -11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/13-13 KRAFT FACED G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. 1 ST FLOOR PLAN SCALE: %4"=1'-0" HBO C N ro m vi C I- v � M N to0 a h Z3 O 0000 o N V) o 0 0o� m LL N rB - y o w a n t u/ r UQ r q ,�.., CL O t) OD o OD L0 0 rn 6 A � ®o N -C ll -D G p ,�R -j y?a , ��� 4•�'b yy tT\'., li a • awl �Or sixZ. 1 "� • � o r�, LL : e jaw -j. o C:IU h� a5 dry �p gyp/�+6 = �u�m-o �-:°°•` '((J , m !F < To the best or the engineers knowledge and understanding, the struchual plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for lie structural portion of Uuis drawing. O N M M Z � M ®t j O N > O r --r M O �C)-gP, • L �. I- u-• n Z 4-J r" Z LU C:) cit U') (1) Lr) U 0 oz LL0 LU Lu L, en X o0 O Q> Z<0 z> 8�� � r+• N T C) L Z LU T-) agD10o 0TOt.-w� r-a0z0 LU =W � s 0) -- to l,® Uj J LLJ W � Lu C) U��1)M� O w U ® N oZaLu aQ=o LLJ oa8�a0� 5��� � LU Uw0rLz� rLL7*0a C) OC �a(S bl�V'�a,LUa Na2:Z< 0 T==i V 0 < - w Q a Q � U_ Z :�' L1 0 Cf) Z SCALE AS NOTED PLOT DATE: 01/31/2011 VERSION NO. 108 JOB NO: 11-0051.01 SHEET NO, MASTER BATHROOM MIRROR BATHROOM 2 BATHROOM 3 OPENING AT FAMILY RM, TOWARDS BATH 3 OPENING AT DINING RM. NOTES: 2ND FLOOR ALL EXTERIOR SECOND FLOOR FRAME WALLS ACT AS SHEARWALLS. SEE DETAILS SHEETS FOR NAILING SCHEDULE. 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 MARK HEADER SIZE REMARKS 1 <@> (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE +31.9 / -41.8 2 +29.9/ -32.8 (2) - 2X8 #2 SYP W/ +29.9 / -37.8 H2 1/2" FLITCH PL ATE SEE SN SHT. (2) - 2X10 #2 SYP W/ H3 1/2" FLITCH PLATE (2) - 2X12 42 SYP W/ OH4 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 H5 LVL 2.0E Fb=2950 H6 LVL 2.0E Fb=2950 - (2) - 1 3/4" X 16" OH7 LVL 2.0E Fb=2950 " VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED *" SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" 0 +33.4 / -36.2 �(J 1303 S.F. +33.4 / -44.8 +31.9 / -34.7 2 +31.9 / -41.8 2 +29.9/ -32.8 J +29.9 / -37.8 2 SEE SN SHT. MW120MPH 2 SEE SN SHT. General notes If water based ceiling texture material is used, Provide %2' gypsum board for 16" O.C. Framing, or 5/8" gypsum board for 24" o.C. Framing. Note %' sag -resistant gypsum board may be used I.L.O. Of 5/8" gypsum. 5/8" type "X" gypsum board must be installed on garage ceiling beneath habitable room(s). R309.1.1 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. 3. Door from garage into house must be a minimum 13/8" solid wood door, solid or honeycomb steel door, or 20 minute fire rated door. 4. Any accessible space under a stairway shall be protected with %Z' gypsum board. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. The exit alarm shall produce a continuous audible warning when the door or window are opened. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. The garage shall be separated from the residence and it's attic by not less than 1/2-inch(12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by riot less than 1/2 inch (12.7mm) gypsum board or equivalent. R613.2 Window sills In dwelling units, where the opening of an operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4 -inch -diameter (102 mm) sphere cannot pass WALL LEGEND 77 MASONRY HGT. @ 9'4" A.F.F. ��,O, . N ''I I I I _ ,"',I TYP. 2x FRAME WALL 77775 1=1 BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 1303 S.F. 2ND FLOOR 1226 S.F. TOTAL 2529 S.F. GARAGE 463 S.F. LANAI 208 S.F. ENTRY 40 S.F. TOTAL SQ. FT. 3240 S.F. INSULATION RECD. LOCATION R -VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R -11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING RLL -30 B BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R -11/R-13 KRAFT FACED SCALE: %4"=1'-0" �Iw 00 m 10' RIDGE VENT 12 4' OFF RIDGE VENT l _t. .0 r, L rJ,I I r ---FIBERGLASS SHINGLES _ J _ P. '_._..-___ �.t- __- 1 - --- - -- ---- ----- ------ - -- F. FL. T.O.M. TC)P TEXTURED FINISH 12 4.0� r •. A 1 �_i s FIBERGLASS SHINGLES :.. . 25 SH 35 SH T� x-- , lI A - - - - - - - - - - - - I—T REAR ELEVATION SCALE: 1/4" = T-0" TEXTURED FINISH --I--- ---- ----------------------- 35 SH --I }�! __1 __ I , j T.O.M. 00 TEXTURED FINISH El 23 SH -. 23 SH 7 ... [ �J- �� i i � I ...T r / _ 1 i _I _i ILZ, I,_. r t t -1. r Lq4r� ---- - L":1-11 1 F_ L- ------ - I--- FL�!= f l ALL TRIM LINES 16 X 7 OVERHEAD DOOR ARE SCORED FRONT ELEVATION - B SCALE: 1/4" = V-0" J 12 �5.0 ` r --r- ----- _�___-�-- I ------ SH --- 3068 w/ TRANSOM TYP. _T1 - - - - -- - - --- - - - - - - - - SANDED FINISH -- - - -- ------------ 35 SH HDR. F. F. FL.. I� T.O.M. HDR.. I GENERAL NOTES VENTILATION CALCULATION FORMULA =FBCR 2007 Sec R806.2 S.F / 300 (1/300) / 2 (INTAKE vs EXHAUST) 11144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH REQUIREMENT 1226 TOTAL 294 SQ. INCHES OF S.F. VENTILATION REQUIRED _ ROOF CRITERIA 12 OVERHANG U.N.O. PLUMB CUT FASCIA -SHINGLE LOADING ROOF PITCH PER ELEVATION G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. R703.6 Exterior plaster. R703.6.1 Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926. R703.6.2 Installation of exterior lathing and framing shall comply with the application requirements of ASTM C 1063. R703.6.3 Where cement plaster (stucco) is to be applied to lath over frame construction, measures shall be taken to prevent bonding between the cement plaster and the water resistive barrier. A bond break shall be provided between the water resistive barrier and the cernent 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. L N U _ W � v E�'w V (q D_ 0 N V) O 0 m N d U r0 C_ N to M O Y N O F a U L CL m j O 00 3 e• 0 a co maLO t: 0 rn � 0 B D. •� � NG_�1 �; 41`s fr �r✓�� LL rtW . � . o' w tz o� ° N'._LL c• �� To the best of the engineers knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O r -i m N m Q) L0 ®moo n Q j �cmn _ a •� Ti p_ '- �a. n I`- > LL Z J CD M Z J WW O rL3 Ln U L � LL W LL O G 4 111 � 1 ■.1 Wm UF-vr`i00 OO Z?-zO(LQ Z < 0 F-:% es- Z FZ Z LLI O q p 1�t M O N F a 0 ® = w J I'D- z Ln < Ql _ t�o I— lD z LV O 1..1.. J 1� LL W �o w o ;i U V) 0 W zU ` Wa0 � ro Lr) 0® 0w oo �a<.au W zk� N Ij o>9lo- JL O UW LL z 0 ¢ .ct _O cert. D W W LU z W SCALE AS NOTED PLOT DATE : 01/31/2011 VERSION NO. 108 SOB NO: 11-0051.01 SHEET NO. 3 24 SH OPT. 2868 LEFT ELEVATION SCALE: 1/4" = T-0" RIGHT ELEVATION SCALE: 1/4" = T-0" GENERAL NOTES VENTILATION CALCULATION FORMULA =FBCR 2007 Sec R806.2 S.F / 300 (1/300) / 2 (INTAKE vs EXHAUST) "144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH REQUIREMENT 1226 TOTAL 294 SQ. INCHES OF L C S.F. VENTILATION REQUIRED ROOF CRITERIA 12" OVERHANG U.N.O. PLUMB CUT FASCIA -SHINGLE LOADING ROOF PITCH PER ELEVATION G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. R703.6 Exterior plaster. R703.6.1 Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926. R703.6.2 Installation of exterior lathing and framing shall comply with the application requirements of ASTM C 1063. R703.6.3 Where cement plaster (stucco) is to be applied to lath over frame construction, measures shall be taken to prevent bonding between the cement plaster and the water resistive barrier. A bond break shall be provided between the water resistive barrier and the cement plaster (stucco) consisting of one of the following: 1. Two layers of an approved water resistant barrier material complying with Section R703.2, or 2. One layer of an approved water resistant barrier complying with Section R703.2 over an approved plastic house wrap, or 3. Other approved methods or materials applied in accordance with the manufacturer's installation instructions. ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. L C Fn b v � C vi C c� rai F- N E Crar OO0Q O V Q mro� -e ai 9) O romp N O O�ti i U L O ' O co z Q W Q � 't 't rn - 0 ISM LJ ®®: i i 5�.i✓,r* or "y 9 v JUX C Nn o� LU lz W �� �a ¢ Lz W Ln 0 U 'ro the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of Uiis drawing. 0 T M N M O � ' ,_,moo n O ® Ql M n / 7 � tz CL • o. { L n d' �- U- L z J LU J O ( Lf) (l!1) ULn U G O Z LL� W W d V, Z ssH0. W LZ ® F E u V) 0 0 Z¢Q(d ZO¢aC� QQ w Z V �Z¢L1ndW N a J W J � � O O W N ~ aOzou W = w 7 L l W W 0 O Q t}Y�' r V) m �. H O w cC Z Z Scy Uj 00Z N U a S2 0 & C) 0 ¢a<oo LL N U] 0,W�[LU o ''N Qa ¢� ~, U_ > LU z 0 Z til _j C" IJ_I SCALE : AS NOTED PLOT DATE : 01/31/2011 VERSION NO. 3.® 8 JOB NO: 11-0051.01 SHEET NO. 4 GENERAL ELECTRICAL N 0 T E S : Optional Overhead Service 200A L� V Same As Underground Indoor Panel 150 or 200 Amp Service Center Notes: unless otherwise noted, \ NEMA 1 1. Electrical outlet heights axj measured from finished floor to centered line of the box to be: 16" J zoo AMP AFF (general) � ..� kitchen 44" AFF (TERAN 1P serialCable bathroom 39" AFF laundry room 36" AFF NEMA 3R exterior waterproof 12" AFF Power Co. Feed -- -__ f #4 Solid COPPER Ground garage general purpose 42" AFF range 2" AFF L� 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 Tonnination Per NEC O8, 250.94 5/8' 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. 5. Smoke detectors shall be in accordance with R313.1 and listed in accordance with UL 217. Typical 150-200 Amp Electrical Riser Diagram (Updated 5-20-10) 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 permitted if each meets the applicable UL standard. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source 3" VTR L 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 LAV soffits is not acceptable. LAV 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a rninimum sound pressure rating of 85 2„ _ DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a O 3, - continuous audible warning when the door or window are opened.. I 14. Add GFCI protection to receptacles in laundry rooms and ufility rooms of dwellings where 1_ installed within 6' if the outside edge of a sink. This would include the receptacle installed for a3„ _ - 11 WC washing machine. Receptacles outlests shall not be required on a wall directly behind a range TUB SHOWER 3" 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 - 2ND FLOOR -` the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ^" ---- 9N17 F1 OnR I ELECTRICAL KEY I TUB PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ALT j I AC PAD I L ALT �I AC PAD I� L -L-------------------- ---------------------1� AC PAD ' - �- I INSTALL LIGHT ��, ��� INSTALL LIGHT ROUGH -IN ROUGH -IN FOR OPT. /� ��� FOR OPT. AC PAD FAN/LIGHTLANAI <�/ I ��> FAN/LIGHT 1 I I WP / DISCONNECT _ I I GFIqP / <: ROUGH -IN FOR OPT. FAN/LIGHT \1\ \ \ S.D. ■ HB I I / LIGHT I � PER SPECS I� U TO SWITCI UPSTAIRS J I � z o a Q I- �f I O0 U-q/PC-r — J F- I00 N OK / LIGHT AS / PER SPECS ROUGH -IN \ FOR OPT. <� ��> FAN/LIGHT - FGFI I FAMILY I SWITCH FOR--- DISPOSAL. IN CAB UNDER HB SINK o � -_ GFI I I X C DEDICATED II I RECEPTACLE \ j I GFI FOR MICROWAVE Ll RANGE HOOD I iGFI -- PER SPECS 1 KITCHEN iGFI I 2X4FL. I I GFI \ _ _ GF - - - - -- -----� J �/ S.D. LyGFI `r rr r r r7r r I I I I ISI A I I I (ISI rI I I I I I I I' I I I I I II I; I I I I I II I GFI @ 44" A.F.F. O DUPLEX CONVENIENCE OUTLET A- LU > w DUPLEX OUTLET ABOVE COUNTER FiT WEATHERPROOF DUPLEX OUTLET W.P. C GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET ll�. DUPLEX OUTLET IN FLOOR - 220 VOLT OUTLET -- j WALL SWITCH I-- $3 THREE-WAY SWITCH V)d- 61FOUR-WAY SWITCH I jR RHEOSTAT SWITCH I { CEILING MOUNTED INCANDESCENT LIGHT FIXTURE 't} IRRIGATION WALL MOUNTED INCANDESCENT LIGHT FIXTURE GFI I RECESSED INCANDESCENT LIGHT FIXTURE - @ 44'I 0 - A.F.F I -� )- LIGHT FIXTURE WITH PULL CHAIN P.c. TRACK LIGHT rt�c•is•"•c 1 FLOURESCENT LIGHT FIXTURE u EXHAUST FAN ® v EXHAUST FAN/LIGHT COMBINA-TION n c D; ELECTRIC DOOR OPERATOR (OPTIONAL) o 0 2 CH CHIMES (OPTIONAL) W~� LJ PUSHBUTTON SWITCH (OPTIONAL) �>a SMOKE DETECTOR ° m C CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) U KJ TELEPHONE (OPTIONAL) U TV TELEVISION (OPTIONAL) understanding, the structural plans and TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. Building Code, Residential with 2009 revisions C) THERMOSTAT drawing. rMj ELECTRIC METER ELECTRIC PANEL CD '-i M N DISCONNECT SWITCH (M (� SPEAKER (OPTIONAL) Z M ® 6 ROUGH -IN FOR OPT. CEILING FAN no v j ❑ QJm CD M CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ rn-4 Q •L M r L ROUGH -IN FOR OPT. CEILING FAN CYv TUB PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ALT j I AC PAD I L ALT �I AC PAD I� L -L-------------------- ---------------------1� AC PAD ' - �- I INSTALL LIGHT ��, ��� INSTALL LIGHT ROUGH -IN ROUGH -IN FOR OPT. /� ��� FOR OPT. AC PAD FAN/LIGHTLANAI <�/ I ��> FAN/LIGHT 1 I I WP / DISCONNECT _ I I GFIqP / <: ROUGH -IN FOR OPT. FAN/LIGHT \1\ \ \ S.D. ■ HB I I / LIGHT I � PER SPECS I� U TO SWITCI UPSTAIRS J I � z o a Q I- �f I O0 U-q/PC-r — J F- I00 N OK / LIGHT AS / PER SPECS ROUGH -IN \ FOR OPT. <� ��> FAN/LIGHT - FGFI I FAMILY I SWITCH FOR--- DISPOSAL. IN CAB UNDER HB SINK o � -_ GFI I I X C DEDICATED II I RECEPTACLE \ j I GFI FOR MICROWAVE Ll RANGE HOOD I iGFI -- PER SPECS 1 KITCHEN iGFI I 2X4FL. I I GFI \ _ _ GF - - - - -- -----� J �/ S.D. LyGFI `r rr r r r7r r I I I I ISI A I I I (ISI rI I I I I I I I' I I I I I II I; I I I I I II I GFI @ 44" A.F.F. O A- LU > w GARAGE LIGHT AS C o PER SPECS \ ll�. GARAGE 1 - DOOR -- PREWIRE I-- ------------------------� I V)d- GARAGE I I I C? I � I I IRRIGATION o 00 GFI I o n. co 4 - @ 44'I 0 - A.F.F I I COACH LIGHTS OR PREWIRE AS _ PER SPECS i ELECTRICAL SPECIFICATION NO -FES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 00 TLGHT ASER SPECS F i FGFI I I J LL TT II - j II I I )GFI I M 1 9 I I GFI 1 I I IGFI I 4'-9" 41-3111 Or ® GFI Ll GFI LQ 1 GFI NING - II II -_ II PENDANT 1 AS PER YER I I SPECS SPEC 3 & 4 KITCHEN co 0 - "' SCALE: Y4=1'-0" i Tr—tl F _rrrrF-r--t-r-,— WP N GFI I ENTRY---- �ir1 I LIGHT AS PER SPECS I -PORCH DB & GFI TO BE ALIGNED VERTICALLY MAIN ELECTRICAL PLAN SCALE: %"=1'-0" C I - 0 ll�. (D c` cot N L' C I- Q) N M CO o�COCO O oCOo 0 V)d- U 70 moo" wLL� N �— -E Y Dyc) c) O V��� 0 U o 00 U, rn o n. co 4 0 0 rt�c•is•"•c P ® v r� N n c Z W Y CO3, r r- o 0 2 r W~� Z ® Vl .E @ LLu� Z L T Z ° m C . Q W U Q U ro the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. CD '-i M N (M Z M ® 6 no j ❑ QJm CD M rn-4 Q •L M r L I— > LL n n Z LU J LU J p Ln QJ Ln U LnWj zoz Who Wm¢w aK J �aXZoo Ozon- zcaz = i W F z LO pa �Q222"'Oo U = O w N T --1F apzCa W l.® t M kD U.) 11,0 W �-- J o aua ; YY Uj z LU 1) �i �G. �0zmd W o3 U N �� za�LU o=z LU 0 0 (-..j a� $r2t'; W ' 0 W O LL z U �Z)aa0 EX 0 `"oz< 0 N �aF- r�1 LL U LU W 0 n W SCALE AS NOTED PLOT DATE : 01/31/2011 VERSION NO. 108 JOB NO: 11-0051.01 SHEET NO. (j 0 4� cd (D 4- -0 E coo L13 0 CO U (1) 0 1) 00) E 'V -fl) 0 , d U M -C) 70 -00 q) g IWD O q ) oy a) 0 -�s CL 0 :3 0 00 a lump o CL CO (1) < i�� LO 0 0 B Do UW) U-) 1A z MW 4W 1'6�- - =0 --j W <( lJL LL W CL C Lr) T- (Y) 0 0 U) U U)Co zUM 0 C:) 4 cw� C, Waco CD 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) (y) Lr, (y) 0 > r1-1 (Z) (Y) C) < CL r (U ck M :2 (1) 0 z F-LL cy" 4-J Z- 0) M z LU W O fu LQ (1) U) V) T -A LU U-1 U - Z Z L ,7 U F. F-- Z Z 0 Z O i < U L < � r+- Z zz r -4U 0 Lo T --i 0 U 7): 5. U b V) 0 moo 0 n� :D LU CL 0 Z (9) LLI --1 T U:) U1 0') kD Q0 LU V) aO< uj Uj z LLI Z U 0 0 R 2 d U r- U) OLL 0 6Z, 2� LL LU 0 u' Lr) (LDU LU 0 2 ULU 0 LL Z cl 6 S c) 0, 3 Ce a C), LL z 0 z LLJ LL LL LL LU W > 0 7— " _j C.L W SCALE : AS NOTED PLOT DATE' 01/31/2011 VERSION NO. 108 JOB NO: 11-0051.01 SHEET NO. 6 I II II ALT 1 AC PAD IlL F ALT I AC PAD I I L i , F 113 GRILL SIZE DUCT SIZE X6 301 AIR FLOW I HVAC PLAN SCALE: %"=V-0" m"M a) E ' o5 0 U) rc Lo V) D- M �W2 � th —V M 0 C\j 0 a 0 0) n 0 o 0 00 0 CL 00 cf) 6 CJ N G. A B WTGP T Z 'r- Z� MW 4VF — I— �- low a. U- LLI LL W < LL n- T-- Cj z 0 z L Z C? m T! LLI C) C� Q O < 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 Us drawing. O T--1 6 > r, C) m CD (Y) N Q W > ru N z 4-J ru W C) ('U W Lr) Q) Lr) U') T—i oZ < Ld LL 0 LLI LL, Ca W 0z z < V) C) C) 0 z Q 83 az � � Lz, Z' Z a r Lu �2:� U-1 0. 7-) 8 0 g c" LLI F- LU0 z Z Q0 Lr) m 6.j I-- < LU LU cn < Z0 r) LU Lu a -j m 2 U 0 "0 z CY4; z LU W Z 0 U, 0 > LL Z U ° -moa U- z 2( Z0oC Z < 0 N r-4 � LLJ U- < > W > 0 SCALE AS NOTED PLOT DATE 01/31/2011 VERSION NO. 108 JOB NO, 11-0051.01 SHEET NO. 7 Q) O tll M 7Q E 'Y)2 0 0 p O OE V) V) W '0 7t (a) -2all 70 T LL ,00 g Og ®,r U -C -,CL 0) CL Oo00 0 0 W < � LO 0 rn O Al U BID,, D •1; ell, c) 00 N OWN= ;XU1 R A L LL}�6 0 W LO 0 < 0 To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. C) T-1 (Y) (y) 0 6 > r1-1 C) z F--1 (y) C) TV 0 > z < 17 a) 4-J M flo LU W (D tB Ln (1) Ln Ln T-i 0 W LU U- LU LU ZZ F- U IO2Z. 012 L,) < ZO J-- Lzu 1-9 L-91 Lal 0-. =U, 8. 0 C) C� U Z 0F-.� IY LLJ ,,� 0 Z rj z LU M LLI U-) kD LU < Z LU 0 Z LLJ G) U r- (zj1 LL cy U 0 r\j 2, 'z LU 91 =01 0 Uj Lr) (LU9 < U r- _j LU CO 0 0 LL 2 U c<1 8<2 LL' 20: wwou z z oC r 0 z LLUL. 1< LU 0 :5 0 LL SCALE AS NOTED PLOT DATE 01/31/2011 VERSION NO. 108 JOB NO: 11-0051.01 SHEET NO. 8 16'4" 24'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY SYP SPF SYP SPF A FIETA20 1810 _ 2015/3430 9 - 10d x 1 1/2" FITA20 1615 1585 B HETA16 1810 9 - 10d x 1 1/2" FITA16 1615 1585 C FULA 600 535 10 - 8d RT7A 670 650 D H3 _ 455 _ 320 8 - 8d RT3 550 475 E META20 1450 ----_ 7 - 10d x 1 1/2" FITA20-18 1120 F HHETA20 2235 _ 12 - 10d x 1 1/2" 535 _1200 SPT22 G H10 990 850 16 - 8d x 1 1/2" RT16A 1030 1030 H __J MTT28B HTT22 4455 5260 4455 5260 i 24-16d �32 - 16d SINKERS MTS27B HTT22 4685_ 5370 _ 4029 4618 K HD2A * 2775 2;70 5/8" DIA. BOLTS TD2 3435 2954 L3ZQ5 7 n �1 �_ 3/4" DIA. BOLTS TD5 4180 3594 M * z 4-J u x_,,,. -non r,in oni -ro _ •rr,c ccrr_ c --.n _ N HD6A 1165/1115- P HUS26 1550/3325 "* Q HUS28 220/5970 ** R MTS12 1000 S MTS16 1000 2150 ,,X,, I FITS 20 1 1450 FASTENERS 10-10dx11/2" _ 10 - 10d x 1 1/2" 10.- 8d X 1 1/2" 8 - 8d X 1 1/2" 10-10dX11/2" +- Itit 2 - 16t - 5/8" - 3/4" - 3/4" /875 ** 8 - 10d x 3" JUS26 510/740 440/695 8- 10d )/2540 "* 20 - 16d x 3 1/2" THD26 1875/3040 1580/2365 THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) i/4510 ** 30 - 16d x 3 1/2" THD28 2330/3965 2015/3430 0 _ 860 14 - 10d x 1 1/2" MTW 12 1195 905 14-'1Od 14 - 1 O x 1 1/2" MTW 16 1195 905 14-10d _860 860 14 - 1 O x 1 1/2" MTW20 1195 905 14-10d _- 3140 22 - 1 Od X (1) 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY 1850 (16)104 NAILS AND (5) 1/4" x 3" WEDGE BOLTS LUGT2 1850 1810 (16)104 NAILS AND (5) 1/4" x 3" WEDGE BOLTS I0.:i612) ` 1245 24-1Od X 1 1/2" HTW20 1530 1315 24-1Od X 1 1/2" 535 10 - 10d SPT22 715 WtD cm) V 8 - 104 605 12 - 104 SPT24 895 specifications comply with the 2007 Florida 10 - 104 MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. 91 0]a:IIa61WMAMI 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/-6") "FASTEN EACH (B) TRUSS WEB -TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING TOENAILS POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). BEAM BELOW. INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN d) NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS "f0 TOP CHORD OF CARRIER TRUSS WI [H THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) lJ IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED C: vi C FOR HIP PLANING TRUSSES. R1 (B) (r) STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CARRIER -1 --(A) INTERSECTIONS. SPLICING / 2 x CONT LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENG iH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION, FLOOR CONNECTION (A) OR 2 PLY ;ARRIER j]: (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. NOTE: SEE D1 SHEET FOR -TYPICAL ROOF FRAMING DETAILS LOW ROOF AND FLOOR FRAMING B SCALE: %4'=1'-0" L { d) lJ � C: vi C ld (0) F- N 0 m V (n r CO o O v`�i (� 0 m tU d• U -a -0 p).p « O C 4)a0� Y N L C) m 0 q �ggry}y ,..ta }t SFdJIIr 9d.. N 8.= A I0.:i612) ` _ cy�yy /n�3a :�a Q � Nt E Y •� , ,. A.E' i t' . °'✓✓ oW12- WALr-�o zo _ 11pli m"i' ' 18 t' . Laz L z WtD cm) V J U O v To the best of the engineers knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential wide 2009 revisions signed and sealed for the structural portion of this drawing. C:) N m M t o�� j no Q gjMlh 7 n , Q v a 'd - H u-� Q n z 4-J u Z U� W Ln U F aZ W WHO LO �,m� 5 J r-o2:zoo O z O a Z <U z w Z �z p, ogQ�o0 Ste/ U O~WN aoz0 zLe ko U') ko 1.(J Imo. Lu 4t O W V) Y Q � d (uj 0O0 LU /�/ I.L CJ O C'�I ® Z ol- o8' LU u, D z O LU —j � < aw a� �OFpQW QU 11 11 ■V1 ... N C(�j p2 LL wt 0 z� O U) t Z U)pZc[ 1 6 OQa tl w �+ LLu_ Q t - > O SCALE ; AS NOTED PLOT DATE : 01/31/2011 VERSION NO. 108 JOB NO: 11-0051.01 SHEET NO. 9 L N O � vi C I— tts M N q)M CU 70 O O ' OMO 0 O M v� O O U� "O O N MLL(�Y N O U Y O.O n OQcoo L7 i� LO O d' O ILJI r — _^ Ui 3c L'y 1 `Ise` �r c � 4 .az:"®'.0 0Y NttI4� `�.k 1.OnN0NAL%/oB Z IL 104 - l O U To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. C7 ,—I M N M t ).-I� ld n o © (� LL �__-- 1�' LL n N .. Z -r- 4-J Z 0) J Uj W J Q Lr) U ,--I 0 Oz W LL V) W Co z W J UP I-- O ' } z0 a Z> QUO F.QQ' Z N T H ~ Z �gU ° W _m °rn D UCD UU=0I—WN 1-1 F n 0 T -I z V) 0 W 'T z O r V / w O HT1 L v ' W g O fo Z 110O O W � � N O z O L z LL1 ®Li7 0 � Z-9 r LLJ N 0 o1�W¢S �$Lu oa¢ � LL �a01 *Q6g0. 0 N J Q W Q �Q T--1 LLLU Z � z O0 a SCALE AS NOTED PLOT DATE : 01/31/2011 VERSION NO. 108 JOB No: 11-0051.01 SHEET NO. 10 O 'C3', �, .���°. _ . .0°, _ - •U°, ���°, -, ��° _ _ e�-°. //--\ � ( (/J//�—� ALTERNATE POWERS STEEL LINTEL r 0 8F8-1B//1T 8178�-OB/1T- TYPE DESIGNATION IFS REBAR AT TOP .0, \- : � ° ° MIN. (1) REO'D MI REBARATTOP F =FILLED WITH MIN. (1) READ 1-1/2" CLEAR GROUT / U = UNFILLED vz' (D O _ C> U O O O D O R= RECESSED CLEAR ('y 8RF14-1 B/1T 8RF14-06/1T 81`16-16/1T 81`16-06/1T QTY. OF #5 0 - �� �� O REBAR @ BOTTOM — 8F20-1 B/1 T 81`20-0B/1 T OF LINTEL CAVITY 7 Q C.M.U. W OF F _ w C.M.U. O V , (: �5'0. 5'' 1 64B/1 T ----GROUT 1` z - v E N OB IL 7:1- _ _ , ° - NOMINAL L QUANTITY OF _ #5 REBAR AT d n 0 N CO E o�w #o REBAR AT � W N o 0 0 o'-- - - - -_- WIDTH U� ' BOTTOM OF ¢ 0 r ° o 8RF6 OB/1 f - - = TOP LINTEL CAVITY ® tf5 REBAR AT 80TTOM w n ui �--- V) N NOMINAL ° a O o \' AS INDICATED O - ° O HEIGHT BOTTOM REINFORCING F- Cr O yr L PROVIDED IN LINTEL % O Ch N _ = 7-5/8"ACTUAL (VARIES) cd B C0 O _ °° °,v' ' a,° - 8"NOMINAL WIDTH OF O M N O'°=,;=f- 16 GAUGE POWERS - N 1✓ Y o STEEL BOXED LINTEL F Y Q p iT 0 00 �� 0 - - - MATERIALS CL CO POWERS STEEL � O = BOXED LINTEL NOTES (ALT.);;011 fn O' 8F20 -1B -2T = - rtcprecast essedls 350600 ONLY IF NOTED ON LINTEL PLAN O E rn 0 � ° . ° Ec prestressed lintels = 6000 psi. O [® o ijrouted per ASTM C476 Yg = 3000 psi w/ 1. Refer to manufacturer's specifications for installation. O 8F24-1 B/1 r 8F24 OB/1 f hraxirnurn 3/II"aggregate and 8" to 11"slump. 2. Contractor to provide proper protection of lintel to prevent rusting. 11`oncrete masonry units (CMU) perASfM C90 w/ Refer to manufacturer's specifications. O C�- minimum net area compressive strength = 1900 psi. 3. If lintel is scratched or damaged refer to Powers Steel for repair. \" •1 e ° ° ° 6'tebar per ASTM A615 Grade 60. `e - 4. Lintel depth to match precast depth. One #5 Bar required at top — !,r 0 = O �j O - Prestressing strand per ASTM A416 grade see lintel plan/details for bottom steel required. ° 270 low relaxation. 5. A bondingagent must be applied to the Steel Box lintels prior to 81`32 OB/1 T 81`32 1B/1T Mort wire per ASTM 70 type applying egcementitiuos coating. See contractors specifications (� Mortar per ASTM C270 type M or S. 9� p _ GENERAL INSTALLATION NOTES , . , - = O �� 1. Provide full mortar headj w Jr ,p ni:q 0 '126- 2. � w and bod joints. o ,' - - $1`40 OB/1 T O, ° 2. Shore filled lintels as required. ..i. �t T -1 _. Cj O 3 Installation of lintel must comply with the architectural and/or structural drawings.45 ZO P4. U -Lintels are manufactured with 5-1/2" long notches at the ends to accommodate �� o ". Q: by 8F44 1 B/1 T vertical cell reinforcing and grouting. - p, '•y "1 Via' r 1 fwn , 5. All lintels meet or exceed 0360 vertical deflection, except lintels 1T-4" and LLQ✓ sa rn i _ = r� Ion ger with a o n rhinal height of 8" meet or exceed U180. Z,r 4 6. Bottom field added rebar to be located at the bottom of the lintel cavity. ° 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. g. Cast -in-place concrete may be provided In composite lintel in lieu of concrete W o VIA d U masonry units. To the best of the engineer's knowledge and -- —° 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 /� u, C° 10. Product Approvals: Miaml Dade County, Florida Nos•03-0605.05 and 03-0605.04. or other approvedLINTEL PLAN NOTES: - o ° - 11, The exterior surface of lintels installed In exterior concrete masonry walls shall have - - - a coating of stucco applied In accordance with ASTM C-926 th - -:" Liacing._ O O \. ,'' ° 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. understanding, tire structural plans and $1`28 1 B/1T O O ,'r loads shoud be checked for combine loading with the following equation: �- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE - specifications comply with the 2007 Florida 8F28 OB/1 T Applied vertical load Applied horizontal load — Building Code, Residential with 2009 revisions - ° ° - + _. -� , o — ASSUMED TO BE 16 MINIMUM DEPTH. signed drawing. d and sealed for the structural portion of this r 8RF30 16/1T Safe vertical Sale horizontal 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE — 0 o O LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH — - THE ELEVATION DRAWINGS _ sRF4o ,) 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER N M LINTEL HEIGHT. a) Ln 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED= O � o FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED 4 _ FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. F . M n ❑ tv ,-I a � m POWER STEEL LINTEL IS AN ADEQUATE > � SUBSTITUTION a@ ALL LOCATIONS UNLESS — z �; r` NOTED OTHERWISE AT OPENING LOCATIONW _J C:) (U z Ln (1) L-n� - ,fi Q Z OZ - - w LL O LU -- �o -Ezoo O Z } o a Z y U t a =�wFaZ p W - — CL Our _ O V) Q U oQ U=pr--u, cv O aZO LU OD MIN. OF — OF M _ ELEV "A" ONLY W 4t J _ — J W 000p �0zmo o N Z,o'2,: i�Zz LU ® ND - zoo - J N 0E- { ( W o 0LLZ � u_Za 0 Z JA (V _ OE MIN. LU O LL W a~ LL Z % z Z Z SCALE AS NOTED PLOT DATE : 01/31/2011 VERSION NO. 108 JOB No: 11-0051.01 LINTEL PLAN SHEEr NO. SCALE: %4'=1'-0" L 1 1. SPECIFICATIONS 1.1. CONSTRUCTION: 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", 94 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 6TTMS 602-05 CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE ADDITIONAL CRITERIA. SPECIFICATIONS FOR MASONRY STRUCTURES. FACE OF THE CONCRETE. 1.1.3. ASTM 0270-01a, C476-01, AND 090-01 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 v�Up 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. 4.2.7. (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 ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL TRUSS PLATE INSTITUTE TRI1-02. 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 61TMS 602-05 ACI 530-5 (MASONRY STRUCTURES) MORTAR SHALL BE ASTM C270-4 TYPE "S" FOR ALL MASONRY CONSTRUCTION. SPECIFICATIONS FOR MASONRY STRUCTURES. LUMBER: 1.2.3. ASTM C270 -01a, C476-01, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES o g 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2005 EDITION, AND ALL ALL FRAME WALLS TO BE CONSTRUCTED USING SPF, YV 7, Q. Q O ©Z ACCOMPANYING SUPPLEMENTS. 4.4.2. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 1.2.6. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC), 2007 EDITION, a<[ U SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. (INCLUDING 2009 SUPPLEMENT). 1.3. SHOP DRAWINGS: GREATER SECTION PROPERTIES. 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE cV (Y7 THE ENGINEER OF RECORD. 4.4.7. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ll­�, O THE COMMENCEMENT OF CONSTRUCTION. 4.4.8. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10• SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF SQUARE METAL TUBING: ASTM A500 -03a, GRADE B Fy = 46Ksi 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 4.5.3. 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8• TILE ROOF PRIOR TO INSTALLATION. 4.5.5. TOP CHORD : 15 PSF FOR IN THE PLANS ARE A MINIMUM. BOTTOM CHORD: 10 PSF ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS 2.1.9. SHINGLE ROOF SPECIFICATIONS. TOP CHORD : 7 PSF CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 4. 6. 1. 2.2.2. GARAGE LOADS : 40 PSF E = 2,000,000 PSI 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. Fe = 500 PSI (PERPENDICULAR) 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 4.7. STEEL: 2.2.6. 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED 2.2.7. FLOOR TRUSS 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. TOP CHORD MINIMUM: 40 PSF "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL 2,2.8. ROOF TRUSS 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 01. TOP CHORD MINIMUM: 20 PSF STEEL TUBING: ASTM A500 -03a, GRADE B. 4.7.5. BOTTOM CHORD (W/O STORAGE) : 10 PSF (NON -CONCURRENT) 2.3. RAILING LOADS: 4.7.6. 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT DIRECTION ON THE RAILING. SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN, CAPACITY OF 2000 PSF 4.8.2. OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL LU 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-00 .J HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM, p�� l V 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH Soil Chemical Barrier Method 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 pt! 0 \ Y TI T' =1.0. ENCLOSED BUILDING oz¢ J W ¢ Ud 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE U_ 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-05 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN-PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 -04a MIN, GRADE 40, Fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", 94 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 C -I -P GROUT 3,000 Psi 3,122 Ksi CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE ADDITIONAL CRITERIA. 4.2.4. FACE OF THE CONCRETE. 4.2.5. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED v�Up 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ c _ RECORD. 4.2.7. 4.1.6. DESIGN COVER REQUIREMENTS: ACI- MCP 2004 STANDARDS. 4.3. CONCRETE MASONRY: C -I -P CONCRETE FORMED AGAINST EARTH: 3" 4.3.2. C -1-P CONCRETE EXPOSED TO EXTERIOR: 2.. NON -MOISTURE CONTROLLED. C -1-P CONCRETE NOT EXPOSED ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL rr GROUT FILLED MASONRY IN' 4.1.7• WELDED WIRE FABRIC (WWF): ASTM A185-01 a 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-05 (STRUCTURAL CONCRETE) �•. CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. ACI 530-5 (MASONRY STRUCTURES) MORTAR SHALL BE ASTM C270-4 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.2. CONCRETE: LUMBER: 4.2.1. CONCRETE TYPE MODULES OF MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL C -1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C -1-P CONCRETE (NORMAL WEIGHT) HERNANDO GO. ONLY 3,000 Psi 3,122 Ksi C -I -P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL U) CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX Q) WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN W (D�Q ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS); v�Up 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ 70 N MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ c _ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ar U ACI- MCP 2004 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS Wl (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-03, TYPE II 0 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL rr STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE �•. CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270-4 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF, fb = 675 PSI, E = 1200 Ksi o g ALL EXTERIOR FRAMING SPF, fb = 675 PSI, E = 1200 Ksi 4.4.1,2, ALL FRAME WALLS TO BE CONSTRUCTED USING SPF, YV 7, Q. Q O ©Z STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS X"._ td' SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND a<[ U 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 Building Code, Residential with 2009 revisions GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION, WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE cV (Y7 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 ILID SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ll­�, O 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 fu (V 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 za--+ C31 fa W J PER FLORIDA RESIDENTIAL CODE R703.6.2 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 01 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53-01, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500 -03a, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325-94 MACHINE BOLTS: GALVANIZED ASTM A307-03 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft= 1,850 PSI Fe = 500 PSI (PERPENDICULAR) Fe = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED lD 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 LSI STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 01. 4.7.4. STEEL TUBING: ASTM A500 -03a, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS Q 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 LU 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 .J TERMITE PROTECTION - p�� l V PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. ® IF CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC 105.11- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s m rinkler systes 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 dilutipn. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FRC R320.1.5 - Cpn rete overpour nd mortar along the foundation perimeter must be removed t)ecfore exterior sot treatment. 10. FRC R320.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R320.1,6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC R320.1 -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 stakes, tub trap boxes, forms, shoring or other cellulose containing material. NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR -A -COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2 PRESSURE TREATED LUMBER M ER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED RATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTA ION. 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 70 VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA -A, OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 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 Y•z 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" (FRG 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 Al"ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW/ NAIL DISTANCEFROM EDGE SHALL BE %8". THIS SHALT_ 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. OW U) N �a� Q) U It vi C F- N W (D�Q or,c00 O (D opo E v�Up 70 N �o� c _ (q LL ty iu OWN O ar U .s., CL O 0) o00 a0)0 LO 0 A N -euc a '� rr �Ja s/p1 �•. ��C. ilkrI r N w ! r i j c V A W o g t� i . 4� IPa ✓'�7¢�+L�L `•�'=- h ^' ✓ C. Ifiw.y,a,�suN, YV 7, Q. Q O ©Z Z pL)N cYi 0. �l!/:�,(-....fir %d ,.. °p �'�•�} Z�'/' i?tIS Q LL X"._ td' W a u O a<[ U To the best of Ure ongineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for tho structural portion of this drawing. O cV (Y7 M r O ILID ll­�, O C) 'syr fB I Q T\ i fu (V i za--+ C31 fa W J J O (D In a) Ln U Q E Oz ZZLL LU F- .. a i LLJ Z LU m ¢ w ry IZ! (D < Z>-QULQ �{ V- TZ ~Z Q p a w N aaD �CD o� z o? W N F g O Z Z T lD Q0 LSI Q W uJOO;� (n< LLJ Z x oc W000� ~L-1 LLI F- w ® V Z0z LU .J _j [� p�� l V ~ o ; ¢ �U Lu ® < 01 d X LL Z pt! 0 \ Y TI oz¢ J W ¢ Ud U_ z 0 H � � SCALE AS NOTED PLOT DATE : 01/31/2011 VERSION NO. 108 JOB NO: 11-0051.01 SHEET NO. S N RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) USP HTW20 OR (3) 16d TOENAILS 2" X "12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" 0 C. _ 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.G. 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 ROOF DIAPHRAGM NAILING SCHEDULE PRE -FAB CHIMNEY CAP FLASHING U�, RIDGE LINE RIDGE LINE o 0 3 120 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE 120 MPH3 SECOND GUST EXPOSURE "C" WIND ZONE T 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & --!` + r 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 NLUSP 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 'IA -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" COMPONENT &CLADDING DESIGN PRESSURE (120 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30feet, Importance Factor=1.0) ��I f ATTACH BLOCKING ° TO TRUSSES w/ USP USP HTW20 @ EA. CORNER MP -34 ANGLE TYPICAL SLOPE USP 50 16.7 -31.1 16.7 -55.0 16.7 -55.0 32.5 -35.6 32.5 -41.0 MUGT15 TYP. GIRDER TRUSS \ e PRE-ENGINEERED WOOD TRUSSES � ° J" L 2X TOP PLATE 5/8 0 PRE -FAB CHIMNEY ASSEMBLY THRU \" - ; ; - -- -- CRICKET BOLT 1 A A 2 X B.U.0 USP' \ USP TYP. \ -2"X4" @ 16" O.C. MAX. MUG/_(2) 2"x4" BLOCKING w/ 1/2" 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 / T + -+ -+ +- f- -+- - -+• + T + + + T + + + -+- T + ;_ } CONNE(."TOR + T T + -I_ -+ + + p T T T T T T r -r T T LATERAL CAPACITY 1+ T T T T T T T r r + T T T++ i+ I- I -I - T T T + + + + + T r I i ZONE 3 '-0" (TYP.) i I r 1615 I T + 6'4. -33.2 I + TTT T T T I I + - I I T I I + + + T I -+' 0T Z'- T T TT +I T+ 19.0 -63.6 WHEN CHIMNEY EXCEEDS 6'-0" °Q 34.6 I f + + + f IN HEIGHT 34.6 7/16" OSB 3695" z RIDGE LINE o 0 3 120 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE 120 MPH3 SECOND GUST EXPOSURE "C" WIND ZONE T 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & --!` + r 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 NLUSP 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 'IA -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" COMPONENT &CLADDING DESIGN PRESSURE (120 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30feet, Importance Factor=1.0) ��I f ATTACH BLOCKING ° TO TRUSSES w/ USP USP HTW20 @ EA. CORNER MP -34 ANGLE TYPICAL SLOPE USP 50 16.7 -31.1 16.7 -55.0 16.7 -55.0 32.5 -35.6 32.5 -41.0 MUGT15 TYP. GIRDER TRUSS \ e PRE-ENGINEERED WOOD TRUSSES � ° J" L 2X TOP PLATE 5/8 0 PRE -FAB CHIMNEY ASSEMBLY THRU \" - ; ; - -- -- CRICKET BOLT 1 A A 2 X B.U.0 USP' \ USP TYP. \ -2"X4" @ 16" O.C. MAX. MUG/_(2) 2"x4" BLOCKING w/ 1/2" 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 / USP STRUCTURAL CONNECTORS SIMPSON STRUNG -TIE CONNE(."TOR 2"x4" BLOCKING (SEE MANUR LATERAL CAPACITY ROOF USP SPT24 AT WALL SPECS. FOR MINIMUM DISTANCE) TRIBUTARY AREA (ft') "LONE 1 EACH JOINT TYP. ZONE 3 ZONE 4 HTA 16 1615 ZONE 5 10 -EXTERIOR FINISH -33.2 20.9 -70.1 20.9 -70.1 PRE FAB CHIMNEY HTA20 -39.3 z! 36.3 / BLOCKING @ MID POINT '- 15/32" CDX 19.0 ¢ 19.0 -63.6 WHEN CHIMNEY EXCEEDS 6'-0" PLYWOOD OR 34.6 2 -37.7 IN HEIGHT 34.6 7/16" OSB 3695" z 18-16d & (1) 5/8" ATR HTT22 5370* n� p Ca GALV. METAL n. -- _ 1/2" SHEATHING OR O.S.B. HTT22 5260* w o FLASHING -\ __ 100 14.7 -30.1 14.7 -48.6 14.7 -2"x4" STUDS @ 16" O.C. MAX. RIDGE LINE o 0 3 120 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE 120 MPH3 SECOND GUST EXPOSURE "C" WIND ZONE T 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & --!` + r 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 NLUSP 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 'IA -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" COMPONENT &CLADDING DESIGN PRESSURE (120 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30feet, Importance Factor=1.0) ��I f ATTACH BLOCKING ° TO TRUSSES w/ USP USP HTW20 @ EA. CORNER MP -34 ANGLE TYPICAL SLOPE USP 50 16.7 -31.1 16.7 -55.0 16.7 -55.0 32.5 -35.6 32.5 -41.0 MUGT15 TYP. GIRDER TRUSS \ e PRE-ENGINEERED WOOD TRUSSES � ° J" L 2X TOP PLATE 5/8 0 PRE -FAB CHIMNEY ASSEMBLY THRU \" - ; ; - -- -- CRICKET BOLT 1 A A 2 X B.U.0 USP' \ USP TYP. \ -2"X4" @ 16" O.C. MAX. MUG/_(2) 2"x4" BLOCKING w/ 1/2" 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 / USP STRUCTURAL CONNECTORS SIMPSON STRUNG -TIE CONNE(."TOR UFLIFT CAPACITY LATERAL CAPACITY ROOF CONNECTOR WALL LATERAL CAPACITY TRIBUTARY AREA (ft') "LONE 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 HTA20 -39.3 1585 36.3 -48.6 20 19.0 -32.2 19.0 -63.6 19.0 -63.6 34.6 3689* -37.7 18-16d & (1) 5/8" A.B. 34.6 -54.4 3695" -- 18-16d & (1) 5/8" ATR HTT22 5370* 4618* -- 32-16d & (1) 5/8" A.B. HTT22 5260* 5250* __ 100 14.7 -30.1 14.7 -48.6 14.7 -48.6 30.8 2150 -33.9 -- 30.8 -37.7 125 14.7 -30.1 14.7 -48.6 14.7 -48.6 30.8 -33.9 30.8 -37.7 NOTES: 1 FOR EFFECTIVE AREAS OR WIND SPEEDS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY LTT19 '1350k BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 8-16d Sinkers & (1) 3/4" ATR 2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE BY MULTIPLYING BY ADJUSTMENT 2825* 2429* COEFFICIENTS IN TABLE R301.2(3) OF THE FLORIDA RESIDENTIAL CODE 2007 18-10d x 1 1/2" & (1) 5/8" A. B. LTrm 3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING 2310* > h C7 SURFACES H (y) Q UPLIFT CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRUNG -TIE CONNE(."TOR UFLIFT CAPACITY LATERAL CAPACITY FASTENERS CONNECTOR UPLIFT CAPACITY LATERAL CAPACITY FASTENERS (S.Y.P. #2) (S.P.F.) (S.Y.P. #2) (S.RF.) MASONRY APPLICATIONS MASONRY APPLICATIONS HTA 16 1615 1585 590 10-1 Od x 1 1/2" META -16 1450 1247 335 7-10d x 1 1/2" HTA20 1615 1585 590 10-1Od x 1 1/2" META20 1450 1247 335 7-1Od x 1 1/2" HTT16 4290k 3689* -- 18-16d & (1) 5/8" A.B. HTT16 4'175" 3695" -- 18-16d & (1) 5/8" ATR HTT22 5370* 4618* -- 32-16d & (1) 5/8" A.B. HTT22 5260* 5250* __ 32-16d Sinkers & (1) 5/8" ATR LUGT2 1850 1850 -- 16-10d & 5-1/4"x3" Wedge bolts LGT2 2150 1850 -- 16-16d Sinkers & 7- 1/4"x2 1/4" Titen LTS'19 1390* 1195* -- 8-10d & (1) 3/4" A.B. LTT19 '1350k 1305* 8-16d Sinkers & (1) 3/4" ATR LTTI31 2825* 2429* __ 18-10d x 1 1/2" & (1) 5/8" A. B. LTrm 2310* 2310* > h C7 18-10d x '1 1/2" & (1) 5/8" ATR H (y) Q ® QJMr-, T d- i- c(V n FRAME APPLICATIONS FRAME APPLICATIONS RT7 585 585 170 10-8d x 1 1/2" H2.5 415 36.5 150 10-8d x 1 1/2" RT16 1030 1030 645 16-8d x 1 1/2" H10 990 8.50 525 16-8d x 1 1/2" RT16-2 1160 975 410 16-8d x 1 1/2" H10-2 760 655 395 12-10d SPT22 725 623 260 8-1Od SPI 585 53.5 -- 10-1Od SPT24 1085 933 260 12-1Od SP2 1065 605 -- 12-1Od SPT4 1075 924 -- 6-1Od x 1 1/2" SP4 885 760 -- 6-1Od x 1 1/2" SPTH4 2150 1849 -- 12-1Od x 1 1/2" SPH4 1360 1170 -- 12-1Od x 1 1/2" MUGT15 4265 3335 -- 22-1Od & (1) 5/8" ATR MGT 3965 3330 -- 22-1Od & (1) 5/8" AT LUGT2 2260 1956 440 32-10d LGT2 2050 1785 -- 30-16d Sinkers HTW20 1530 1325 95 20-1Od HTS20 1450 1245 -- 20-1Od LSTA18 1235 1110 -- 14-1Od LSTA18 1235 116.5 -- 14-1Od LSTA24 1235 1235 -- 16-10d LSTA24 1235 1235 -- 18-1Od LSTA30 1640 1640 -- 22-10d LSTA30 1640 1640 -- 22-1Od LSTA36 1640 1640 -- 22-10d LSTA36 1640 1640 -- 24-10d HUNG APPLICATIONS HUNG APPLICATIONS HUS26 '1925 1655 -- 20-16d HUS26 '1550 1.550 -- 20-16d THDH26-2 2235 1935 -- 28-16d HGUS26-2 2325 1995 -- 28-16d HUS28 2570 2210 -- 30-16d FIUS28 2000 2000 -- 30-16d THDH210-2 3490 3020 - 58-'16d HGUS28-2 3220 2705 -- 48-16d l9 W * 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. -1 !' w -,` CONT. #5 > HOOK _ BORT. #5 BAR it A#5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM II 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 S.P.F. l USP RT16 USING 16-8d x1 1/2 NAILS UPLIFT =1030# _o TYPICAL RT16 INSTALLATION I _ 4" MIN. EMBEDMENT - - --- SEE SCHEDULE FOR SIZE AND QUANTITY _ a I OF FASTENERS TYP CAL HTA INSTALLATION ION 0-1$ /HTA 20 TYPICAL MTW INSTALLATION TYPICAL HUS INSTALLATION k� "W i U_ d ty No co o�°0 00 O O p O N ro LL ro cg +- 0 dry)Y N (D ' O Q_ a o LO 0 rn � 0 *I- A g. Z rl CD 'J.•.. ',.j� N.O',r1 ,W''a- ��®tt m. � a'p N LL Q Z L� Q U ` Q W O O J O o 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 � Z � M 0 6 V1 1110 > h C7 H (y) Q ® QJMr-, T d- i- c(V n .� z -JW ui J J Q fB Ln N Ln U Ln ,--t E az WU_a wzt-'4 LU V I-<�aL00 r1 oz zaa zaQaaQ L -U cLV M O J u) TI a U 0F'wN �a0z0 LU lD l9 W a (� V / J J < Q zUo ISI C W V)o� �zm� Uo0 N Lu WC"oaOz LLJ 0Lr) J W V a �1 !� Q 6 o0��on LU Uw wp,z �a�oo aE�o �oz< ® A' e V CL z �¢�� z T -i L, LU 0 J °- SCALE : AS NOTED PLOT DATE : 01/31/2011 VERSION NO. 108 JOB NO: 11-0051.01 SHEET NO. (1) LAYER UNDERLAYMENT FOR ROOF PITCH 4:>12 & (2) LAYERS UNDERLAYMENT FOR ROOF PITCH 4:<12. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. _ 12 HURRICANE ANCHOR @ EACH TYP. TRUSS SEE UPLIFT SCHED.) W/ 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ (TYP.) VARIES ( 5/8"OR 1/2" HIGH STRENGTH -�' = � METAL PL. UNDER EA. TRUSS (U.N.O.) (OR 8" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END 5 „ 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM (U.N.O.) (OR /� GYP. TYPE X MOISTURE BARRIER SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) ROOF COVERING CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE 1 USP HTW20 WHEN INSULATION BAFFLF< S.P.F. DOUBLE ( ) — TRUSS ALIGNED WITH STUD BELOW - TRUSS ALIGNED WITH STUD BELOW 7/16" O.S.B. MIN. SEE ROOF >; 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE TOP PLATE LE NAILING SCHEDULE ON SHT. _ _ USP SPT24 ,__. 3/8" MORTAR BETWEEN COURSES >��,+` ` SN1 ELEV. VARIES CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS c� 16" O.C. U.N.O. <. ������ C USP SPT24-2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 5/8" OR STREN BOARD GYP. W/A HA ABOVE SCRE CEILING INSULA CHART PLAN 1x2 P.T NAILER STD. 90 1x2 PT 112" GY TYPE WS x. L 1/2" HIGH q) ❑ v �t `= L vi C i- GTH CEILING Q) PER CODE (OR 5/8" v7 (nC� E o 00 vNi r� m o d O q) "X" @ GARAGE aqi �2 (O t= 0 Y �? 0 BITABLE ROOM rn LO 12" .N.O. W/DRYWALL A kU @ 7" 0. C. .. 1 i y Yv & 8" O.C. WALLS �,. •i b -- TT , •`7 5-9-, .W "s W� .��in a"e tT"• T7PL TION PER V laz �l}R,nd cn ON FLOOR ci ��r o 2 G O LL z o m a W HORIZONTAL To the best of the enginee,'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 'HOOK (SEE DETAIL) O M N c.,-) Z ,•tL_J M OV)Q WD FURRING @ 24" O.G. n O ® dl M r,-, • >_ ) orl d' :'SUM WALLBOARD I— fu LL. L V aU 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNEGTOR ALUMINUM DRIP - ;� SHEATHING REQ'D. FOR ALL (1) ROW 2x BLOCKING @ MID HGT. FOR WALL (1) ROW 2x BLOCKING @ MID HGT. FOR WALL EDGE ` EXTERIOR OR SHEAR WALLS AS HGT. < '-6". 2 ROWS 2x BLOCKING c� 3rd PTS — < '- U 8 O � HGT. _ 8 6'. (2) ROWS 2x BLOCKING @ 3rd PTS ALUMINUM FASCIA ! INDICATED ON THE PLAN. ATTACH f FOR WALL HGT. > 8'4". FOR WALL HGT. > 8'-6". 2x SUB FASCIA _- L_ -_ - _ SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN 12 "VENTILATED 4" O.C. @ BOUNDARIES, 6" O.C. @ 8"x4"x16" NOMINAL - 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SOFFIT BLOCK WITH 3/8" ._ J SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" U.C. W/ - USP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ USP SPT22 CONNECTOR -,� - - --- --- - 8"x8"X16" KNOCK -OUT MORTAR BETWEEN 2"°x3/16" PLATE WASHER (TYP.) L"°x3/16" PLATE WASFIER (TYP.) COURSES CUT TO ALT: 1/2"x12" TITEN HD Co)4" BLOCK W/ 1#5 CONT. I '- (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE ( �- � 2x P.T. BOTTOM PLATE SLOPE. ``' ELEV. V-0" O.C. 5/8"x10 FILLED SOLID W/GROUT �...__ _ __ - O.C. OR 518"x10' WEDGE ANCHOR WEDGE ANCHOR , -- x6W1.4xW1.4 R 6x6W1.4xW1.4 ELEV. -0'-4112" I - - A.F.F. @ 24" O.C.) 2 @ 4 O.C. 2.. _� z 31/2" MIN. WWF OR FIBERMESH 2 3)112" MIN. WWF OR FIBERMESH 8 C.M.U. TYPICAL A.F.F. \L ELEV. -0'-3 1/2" A.F.F. o _ �Illrr-rrlll l- rn- 31/2"( in=1'3 1/2"(min.)- 4"TYPE "S" MORTAR 2x4 CONT. _ 4" I-1 11 I 1= _ 31/2"(min.)- 4" I I=1 I- •' =I I III -III- r3l/2"(min.) - 4" 11 I 1 11- GARAGE DEPTH VARIES _ {-i = _ -rn�rn=i rr- -III-I I =_I Ir -111=111- i-rrl Irl-rr r 1=111=1 1= ARCHITECTURAL -- J =1 11 1 1 I I 17171 I I I 1 111-111=I' =11 -III- �- 11=111=111=111- 11 I=111 - FINISH o. (2) 45 CONT5 C - -II-,III„III,;,III,;,II ,;,III,14 I I, 111���114i,,,lll I I I81 ' . 4" V-4" 8" 2 O # CONT � (1) #5 VERT. IN FILL U.N.O. MIN, U.N.O. MIN. U.N.O. CELLS (SEE TYPICAL BEARING WALL STEP FOUNDATION PLAN GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C CC FOR LOCATIONS) SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 1x4 P.T. BASE NAILER 4"x4" INSPECTION,) 3 1/4" BASEBOARD - PORT AT EACH os MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL AT GARAGE CONTRACTOR -,0CGU���� MIN PSI MAY VARY PER - _ � _ QG5 TO CUT BLOCK OR POUR 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING MUNICIPALITY. CURB DUE TO SLOPE NAILED W/ 8d COMMON NAILS @ 4" O/C CONCRETE SLAB W/ 6X6 aw. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. NOTE:EXTEND �M W1AXW1.4 WWF OR DECO FINISH 4" to 6" 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. goo �,� (1) ROW 2x BLOCKING @MID HGT. @ 2x STUDS 16" O/C FOR WALL HGT. s 8'-6". (2) "FIBERMESH" BELOW GRADE LOAD BEARING OR (2) ROWS OF 2x BLOCKING @ �..- / C _ EXTERIOR WALL + 1 x PM STUD THIR DINT ON FLOOR PLAN i rd PTS s" c u DP S SOLATION PER CHART SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3 �' � � rri--_ • � • ••o P • �, P . � - 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 1102' G1YPLWBGMIN.B 6 GARAGE I' ADDITIONAL INFORMATION (MIN.) @ #5 VERT. IN FILLED CELL LAYERS W/TOTAL THICKNESS 7/$" OVER u P •. ' . • - ^_ oo SEE CC/S3 OR c., SIDE IF APPLICABLE. 111= =111=1 =TTI- z r G/S3 FOR ANCHOR ° „ METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL 6 MIL VAPOR - 518 x 10 J BOLT @ 24 O/C W/ 2"'X 3/16 USP SPT22 CONNECTOR BARRIER `11 ; '4' 111= BOLT INFO. 5/8"x6" "J" BOLTS BOLT > 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"� EXPANSION BOLT @24 " O.C. III - PLATE WASHER TYPICAL =1 I ° • III- r (IF NO UP LIFT ON @ 24' O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT MIN. SHEAR COMP. SOIL. a 5/8" x 6" EPDXY BOLT OR SP SPT22 @ EA. STUD _ 111_ - - �r -1 WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ c (COMPACTED TO 95% -I I " I 1 =III=III- 11= (6) 1/4"x3 1/4" TAPCONS SPACE ANCHOR 3500#, MIN. TENSION 2600#) MODIFIED PROCTOR ITI- I I 1=III=1 I -I III \ #5 REINFORCING USP SPT22 TYP. SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE z0" MIN. LAP N ASTM D1557 N FIBERMESH �• WEEP SCREED INSTALLED �� �- END OF 2" x PLATE BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 BAR — a WWF OR FIBERMESH 2x P.T. PLATE w M 3" MIN. CLR. PER MANUF. D A (2) #5 REBAR CONT.--/'.; ASSUMED FINISHED E A _ #3 OR #4 REINFORCING BAR MIN. Fy=aoksiLU STD. 90 HOOK SEE GRADE P__.._. __._._._ ___._. �. ' r =rrr rrr=rrr p rr —rrr—rr —rr ON 3" CHAIRS TYP. 4" T-4" ( s' o o' o a - -;._.; D D z #3 & #4 LAP SPLICE �I 11=111=111_1 P P' I =1 I I=111=111 a DETAIL) _ \, FINISH GRADE °O 25" MIN. LAP a I -III -III -III -I III 111=111--111=' U.N.O. MONO OR STEMWALL-� ' _III FOOTING MONO SHOWN '�. —1I1 I = I -- :�. Tr=- - - I I . w _ _ - - _—I TYPICAL WALL SECTION rA 4= _. 6 MIL VAPOR BARRIER -1 I III P I I �I I I=III=III=> i _ w III -1 I 111111=1 _ FOR CLARITY � r�=rr�rrr=, r a' R 17/8 °' I I=111=1 I I=1 I I I I=1 I I- I I-111 r r'1=111-111-111- � #5 REINFORCING BAR SCALE: 314" =1'-0° "- - _ z ' I 111_1 I-111=111 III=1 111- S3 P , - - 11 I' : z I I I I=1 11 I ill III- - 2 #5 CONT. - F71 -III III -1 I I I I III, ,I I #5 LAP SPLICE ( ) NOTE: t III = I I- ; . I I-III=1 I 1=LI - I' ON 3" CHAIRS * ,I' I `" COMP. SOIL. (COMPACTED TO ° — 36" MIN. LAP 8" 1'-4" 8" FOR BEARING WALL .1 I =11 - - { l(TYP.) (1) ROW 2x BLOCKING @ MID W/UPLIFT ONLY : _.. _ _ __ 95%MODIFIED PROCTOR ASTM �- 11=111-111-1 I I =1 11=III-1111; .III 10" 2x #'L SPF STUDS HGT. FOR WALL HGT. _ T-6". 0 11 t :i' I I -i III I i. I i 11 I I 11 1 L D1557) ROWS 2x BLOCKING @ 3rd PTS 1 !- I I' I 1 )' I i f ! 1 I I L 4" 1'-4" -#6 REINFORCING BAR #5 STD. 90 HOOK @16' O.C. W/ (2) I 11 16dTOENAILST& B FOR WALL HGT. >8 6 �i ll.!= ILi , iI l #6 LAP SPLICE TYPICAL INTERIOR BEARING 1/2" GYP. WB (MIN.) @GARAGE SIDE IF FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT G z APPLICABLE. d SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. "3,) SCALE: 3/4"=1'-0" 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 (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 `t CHAIRS (TYP.) WWF OR FIBERMESH WWF R FIBERMESH _ 31/2"(min.)- 4" -- P ° ° 4 4 v GRADE 'El II-III-1II-ID IIII III III III o 11 I I 1=1 11-1 11='-lI1-J1-1_I I -U 1-111- I I-1 I I-1 1=1 I-1 11 ' 1-1 I I -I I I -I 11=1 11=1 11.= I I 1=1 11=1' ��_Il = I I 1=�_I� =E1,11 •I-1 I I1 I I I- I I 11111-"'- - III III=1 I I III -I � I-'' ' ' '=III,�,IIIiiIIIIIiIIIITilll111111���111=1'° 4"'-8,�-'� MIN. TYPICAL INTERIOR BEARING P.T. 2x 1/2" GYP BD. TYPICAL THICKENED SLAB EDGE K L HOLD GYP. BD. SCALE: 3/4"=1'-0" WALL W/OUT UPLIFT GG 2" 1/2 FROM SLAB — S3 SEE TYP. WALL SECTION SCALE: 3/4"=1'-0"S3 B_�' __ ,� r ---CONT. BEAD SEALANT -. FOR ADDITIONAL SLAB - - INFORMATION. BLOCK WALL BEYOND INTERIOR 2X STUDS @ 24" O.C. U.N.O. 1 EXPANSION JOINT - _31r2" VARIES C� MASONRY WALL AND J `< ' L OPT: DEPRESS SLAB 5 /' DEEP AND 6" BEYOND DOUR TO 13 _ GARAGE PAD FOOTING BLOCK WALL BEYOND O.H.D. RECESS E 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 _ RECEIVE PAVERS / DRIVEWAY /- c� - ____Z__ WWF OR FIBERMESH N c CONCRETE SLAB— M CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. 5.G.D. (U.N.O.) •� 8" MASONRY WALL --_-. EXTEND FILL CELLS 14" —{ NT @ 12 W/ DRYWALL SCREWS @ O.G. - a TO FOUNDATION PAD _ _ O.H.D. RECESS = N- .' :-' ' ' --'-- J INSULATION PER CHART 8 M " a MAT REINFORCING. EMBEDMENT " O.C.0 C PAVERS- C �'. ; : , :. • y .° ; : a . : • -" ;�`�.. ' STAGGERED, FROM BOTTOM o > rl-f ���� CONT. FOOTING STEEL �� M-rri=rrl-rrr-rtt-rr - PLATE TO CONCRETE ON FLOOR PLAN r> -III=1 I I I I I I e _1 II =1 I I -' .. " "` 111111: I I-1 I I; (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT - _ _ _ _ ° 4 ' ' 4 = z _ _-_- - a = - - - GRAD .. `• ' .-. 4 -� =III -111 11 _°D TENSION 120#) CONCRETE SLAB _ 1 111 111 111^I 1 III . oo w ir�� J 1 .-0 rr=rrr=rr_ rr=rr, i _ — '—�1�6x6W14xw14 _ - �, WWF OR FIBERMESH M 1 •� �111� 1 a w �r .' O w c) T I- + s I s. III_III_III_'. li'; ' iT I I _ - r: r z t - �J _. IIIA- o q III=111_ 4 II °° _ • - 1_{1111 III_ _ Q — I I.x.h ir.��` W - , 1 I,..,. 1T�-. �=III=11 I ..' • I-11= ___ 6 MIL VAPOR „I E A/ / / -111, t1 i 1- I -I I II I I I II „III- I 11111- SE S3 J S6 -111 „111- III, , I 1=111 llllll FOR REINF. INFO. 3" MIN. CLEARANCE m = II ,I I, FOR REINF. INFO. - ' 8" i._L,II 1 i.1 I LL 111 i_.'-11 .I ILI, FOOTING BARRIER BEYOND = _..' = I , ( ) -' SEE SCHEDULE -I I III-. I ° 'rr= n 1'-4" 1ST RY OPTION # I PAD REINFORCEMENT 3" MIN. CLEARANCE SEE A/S3 OR J/S6 I L 11 I 1 III I I,11,-, 11� III - 1 $ (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 )/ 1'4" (1 STORY W/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K SLAB STEP & RECESS @ S. D. M PATIO COLUMN FTG. DETAIL rN V8" (2 STOR) SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR SCALE: N.T.S. S� S3 SCALE: 3/4"=1'-0" S� v3 ADDITIONAL INFORMATION. SCALE: N.T.S. � GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. x. L q) ❑ v �t `= L vi C i- rQi N Q) 00 O v7 (nC� E o 00 vNi r� m o d O q) aqi �2 (O t= 0 Y �? 0 zao� o o°- 00 rn LO 0 � o A kU ' �'•7�•''�'E' .. 1 i y Yv l �,. •i b � TT , •`7 5-9-, .W "s W� .��in a"e tT"• T7PL �1i N%v V laz �l}R,nd cn ®c'Nt1'I !'j'lfi� ci ��r o 2 G O LL z o m a W To the best of the enginee,'s knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O M N c.,-) Z ,•tL_J M OV)Q n O ® dl M r,-, • >_ ) orl d' I— fu LL. L V aU Z -r- 4-J W J W w o f0 Ln U ri < �z LU Z r_ V) wZt-�o. Z, �Zy,za0 zra¢8�Q CV =�?Wt z t� z q ci w �aU Q r f I aI v Q p pF-,N �rL0z 7—� J V) LU J �ryQ�Q�a W/(�Y� LL, LU �e Ch LLJ 0 z �,/ 0. r �✓ w 115 wao0z:z W 0 � o0jWor- a c� LLJ N �2 -> ; a �g wwou- t. Cy Z o zy ® J w ¢aa� LL 4 ~ LU ® g SCALE AS NOTED PLOT DATE : 01/31/2011 VERSION NO. 108 JOB NO: 11-0051.01 SHEET NO. S3M DOUBLE 2x TOP PLAT - 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING —(2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. "4,) 12SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) _ 'Zfz DOUBLE 2x4 SPF. #2 �- TOP PLATE 2x S.P.F. STUDS @ 16" O.C. -------- SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO h TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16' O.C. W/ USP SPT24 @ EA. STUD (2) 1Od TOENAILS T&B _11 AS REQ'D 'T- 2x BLOCKING @ MID 7Z2_ •+ POINT EVERY OTHER STUD W/ (3) 10d NAILS CRICKET AS REQUIRED I� SINGLE 2x CONT. BASE --_ PLATE W/ (2) 12d TO - TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES & 8" O/C FIELD USP SPT22 @ EA. STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROU'T 1 #5 VERT. IN CONC. FILLED CELL W/ - STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL BLOCKING (TYP.) ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL------------- K/S4 - -- K/S4 16 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE \ Ct GENERALNOTES SLOPE FORWARD - FOR DRAINAGE SEE PLAN FOR FOOTING ' DIMENSIONS `1 GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) -� FOR CLEAN OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS - 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN-OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT 5 NOTCH LINTEL WHERE REQUIRED ] BLOCK WI (1) # FOR CONCRETE PLACEMENT / NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. U OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 112" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL FMOUNTING BASE SHOWN IN POSITION 2x6 MOUNTING BASE 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. _ KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL -8x8x16 C.M.U. GARAGE DOOR - GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR - - -- MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK f SCALE: N.T.S. , POURED CONCRETE BASE FOR BOTTOM OF MOUNTING BSE BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. INTERIO WALL C EXTERIOF WALL 7 5/8" 8" 7 5/8" 8" 75/811 8" --- ' a 11 SOLID AREAS ARE STEEL AND GROUT --DOOR OPENING ❑ ❑ - -DOOR OPENING -'Y---- CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) USS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO EBLOCKINGW/ 2-16d TOE NAILS ❑ EACH END __ �-! WALL W . v ❑ STAGGERED FROM BOT. SEE A/S3 FOR ❑ �I NAILS @ 24" O.C. OR / _ DOOR zf , (2) CHORD OR BLOCKING 2 x 6 P.T. -// (1) USP LSTA30 4'- 9' STD. 90°HOOK 81.- - L (2) (1) USP LSTA30 �; I (3) LINTEL BEAM W/ #5 CONT. IN OPENINGS -- (3) (2) USP LSTA30 INTO (1) GREATER THAN 6'-0" WIDE (U.N.O. ON _-- SEE SECTION AA/S1 AND TRANSOM PLAN) -101 TRANSOM FRAMING < FRAMING OPENING ST SEE SECTION AA/S1 AND BB/31 FOR USP FILLED CELL W/ (1) #5 VERTICAL �I ADDITIONAL DETAILS SEE FDN. PLAN FOR LOCATION `USP / SPT4 IF II USP SPT22 S l 2X8 P.T. BOTTOM J NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. U OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 112" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL FMOUNTING BASE SHOWN IN POSITION 2x6 MOUNTING BASE 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. _ KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL -8x8x16 C.M.U. GARAGE DOOR - GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR - - -- MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK f SCALE: N.T.S. , POURED CONCRETE BASE FOR BOTTOM OF MOUNTING BSE BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. INTERIO WALL C EXTERIOF WALL 7 5/8" 8" 7 5/8" 8" 75/811 8" --- ❑ ❑ ❑ SOLID AREAS ARE STEEL AND GROUT --DOOR OPENING ❑ ❑ - -DOOR OPENING -'Y---- CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) USS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO EBLOCKINGW/ 2-16d TOE NAILS ❑ EACH END __ �-! WALL W . v ❑ STAGGERED FROM BOT. SEE A/S3 FOR ❑ 1ST COARSE 2ND COARSE v 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 VERTICAL JAM 'OLID AREAS ARE STEEL AND GROUT ULL 8x8x16 BLOCK DOOR OPENING - 2x STUD @ 24" 5/8"DIA. x 8" J -BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE REQ. AT OPENINGS FLOOR. ALL J -BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. 2" x 4" WALL CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) USS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO EBLOCKINGW/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END __ �-! WALL W . v DOOR STOP MOLDING STAGGERED FROM BOT. SEE A/S3 FOR 2x TOP PLATE V2-16d GARAGE NAILS @ 24" O.C. OR / _ DOOR zf EQUAL TO TRUSS BOTTOM (2) CHORD OR BLOCKING 2 x 6 P.T. -// 2x STUD @ 24" `' REQ. AT OPENINGS O.C. MAX. 2" x 4" WALL 2" x 6" WALL STRAPS SIZE PROVIDE P.A.F. NAILS OR 2x P.T. PLATE JACKS EQUAL @ 12" O.C. 12d TOENAILS. OPENING STAGGERED FROM BOT. SEE A/S3 FOR EA END PLATE TO CONCRETE REINF. INFO. 1'-4' (1) W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON- BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCKK SCALE: N.T.S. �.. SCALE: N.T.S. S4 �FFpu�o 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" - O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS 12d TOENAILS. OPENING EA END EA END EA END EA END EACH SIDE 1'-4' (1) (2) (1) (2) (1) USP LSTA30 4'- 9' (2)(3) (2) (2) (1) USP LSTA30 (3) (3) (2) - (3) (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2 -ROWS 12d NAILS STAGGERED \ @ 12" 0/C EACH FACE OR 3 -ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 1-1 �' Ih�- -, GREATER HEADER `--(2) 2x HEADER SEE PLAN /8"x10" "J" BOLT @ 24" O.C. MAX. MIN.. (2) PER BOTTOM PLATE SECTION S4 INTERIOR HEADER t� BOX HEADER (1) 2x SILL PLATE W/ (2) USP ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x �C- SILL PLATE W/ MP3 CLIPS EACH SIDE ----2x STUDS TYP. USP HTT16 TYP. U.N.O. SEE N/S4 NAILED INTO ** HOLD DOWN CONNECTIONS OOR Op NOT REQUIRED @ BEARING FNiN� WALLS NOTED WITHOUT UPLIFT TRANSOM P.T. BOT. PLATE WALL HEADER DETAIL rQ FRAMING SCALE: N.T.S. ��4� USP SPT4 SPT24- risp- 2X STUDS @ 24" O.C. < P.T. -ATE SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP.) I SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS =1 7/8" OVER METAL LATH. FIRST 2 \`-- LAYERS 3/8" THICK EACH. 3RD LAYER ` 1/8" THICK. � -CRICKET AS REQUIRED USP SPT24 Co) EA. STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES & 8" / -BLOCKING ("T P.) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS USP HTA20 @ EA. STUD I_R MOISTURE BARRIER � MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. _ (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL) W/ STD. 90" HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL TOP SPLICE -2 ROWS 1 O @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF 2q„SPLICE STAGGERED QST Imo_ PLATE LENGTHS MUST BE BOTTOM SPLICE AT LEAST 4'-0” LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS USP C USP PT 5 4 /8"x10" "J" BOLT @ 24" O.C. MAX. MIN.. (2) PER BOTTOM PLATE SECTION 2. P t� FF USP USP SPT4 < P.T. -ATE SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP.) I SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS =1 7/8" OVER METAL LATH. FIRST 2 \`-- LAYERS 3/8" THICK EACH. 3RD LAYER ` 1/8" THICK. � -CRICKET AS REQUIRED USP SPT24 Co) EA. STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES & 8" / -BLOCKING ("T P.) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS USP HTA20 @ EA. STUD I_R MOISTURE BARRIER � MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. _ (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL) W/ STD. 90" HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL TOP SPLICE -2 ROWS 1 O @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF 2q„SPLICE STAGGERED QST Imo_ PLATE LENGTHS MUST BE BOTTOM SPLICE AT LEAST 4'-0” LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS USP C USP PT 5 4 SPT24-I t� FF USP SPT4 2� �C- NAILED INTO `r TRANSOM NAILED FRAMING INTO SEE SECTION AA/S1 AND TRANSOM -101 TRANSOM FRAMING < FRAMING ST SEE SECTION AA/S1 AND BB/31 FOR USP SPT22 ADDITIONAL DETAILS RECESS LINTEL `USP / SPT4 U USP SPT22 S 2X8 P.T. BOTTOM J USP SPT4 USP SPT4 M. RECESS LINTEL 2X8 P.T. BOTTOM P TE - USP 518"x10" "J" BOLT @ 24" O.C. MAX. l C (MIN. (2) PER BOTTOM PLATE) wryr i Y� SPT24 -USP S 2� �C- NAILED INTO `r TRANSOM FRAMING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS USP SPT22 RECESS LINTEL `USP / SPT4 U S 2X8 P.T. BOTTOM D)PLATE U 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. 2X TOP PLATE OVERLAPPING 1 NAILS @ 6" NGGERED 3OLTS @ 24" O.C. \X 2X P.T. PLATE ROOF TRUSS ABOVE /- 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J -BOLTS @ 2'-0" O.C. i11T�L 0 1111VATHA0 PT4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED _STAGGERED TRANSOM FRAMING 0 o BEYOND. LPLYWOOD o E PLYWOOD FASTENED TO TRUSSES SHEATHING WITH 8d COMMON WIRE NAILS @ 4" 54 O/C BOUNDARIES 6" O/C EDGES B & 8" 0/C FIELD - - PLYWOOD SHEATHING MASONRY— SP WALL BELOW 5/8"X10" J -BOLTS @ 24' O.C. SP MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. �'14� "lug Q@� L C: v O co M co vi C F- N - c) o E G000 X61; E O N o 00 veli � m of � v _0 0) a� C: LL a� r6 v= OY N 0 a ao 0 co U 0 0. CI (j)Q t; rn � 0 &C B• ll C B ®® 1 P e111 lay � iAx• CD M \ 21 �ti • ,. /. ern v._ _ � J( o _a � e0 \ , �• Z tp •a J N � LI LL �l, yl� G y °•a T� ZCD •'• `�• ' f rO a:v Q1 (o, - Th +• uC To the bestof the engineers knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O 0 '� M N M q) Ln M LI) � o Ll 4jMo� a 'L d' IQ- (U LL < � 4-J Z � J W C7 tB to N ,' ; v m Q a w Ii 70 - UJ wzt-�a w m z 5 LU cd Ob�OaO za¢0Q¢ =��zF z 0zo�w g 8o U 0 LUN T_1 ao=�0 Lu X z l,0 V Lel Q �0 LU w0oo� ^' 0 Z) z 2, W w 0 0 ZD 0 UJI ® ~o -Q W co N �o�q~Sa U' a,wo zQ CD �f<og �. a>LLo N O z Q ® �N Jew a<~ T-1 U. "_ LU > 0 � ISI � n SCALE: AS NOTED PLOT DATE : 01/31/2011 VERSION NO. It A� 108 JOB NO: 11-0051,01 SHEET NO. SEE STRUCTURAL - - SEE STRUCTURAL NOTI AND TOENAIL W/ (2) 16d NAILS NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS 2x4 BLOCKING- 2x4 "T" BLOCKING NAILING SCHEDULE FOSEE STRUCTURAL NOTES AND7CKNAIL W/ (2) 16d NAILS SCHEDULE FOR @ 48" O.C. \ 16d NAIL SHEATHING DETAILL 2"x4" OUTLOOKER - NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOOKER @ 24" "L" BRACE @ 24" O.C. SHEATHING DETAIL 2" x4" Q.C. (OPTIONAL - SEE TOP CHORD-- EA. OUTLOOKER 2x4 OUTLOOKER 1Ud NAILSD 4/" - — OUTLOOKER BLOCKING FOR •� _ ELEVATIONS) BACKNAIL W/ (2) @ @ 24" O.C. SEE STRUCTURAL ' 16d NAILSTYPICAL FIRST FOUR - 45° ± 24" MAX. 2X4 CONT"L" BRACE TOP CORD BLOCKING -` —USP RT16 OR EQUAL @ NOTES AND NAILING — -- TOP CORD 4" MAX. EA. OUTLOOKER SCHEDULE FOR BLOCKING FOR GABLE TRUSS WEB ROWS OF TOP CORD BLOCKING 45�± FASTENED W/ (2) 10d FOR FIRST FOUR ROWS � TRUSSES @ USP RT16 OR FOR FIRST FOUR / SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS tt tt 3'@24"O/C.CMID OF TRUSSES@EDGES DOUBLE L BRACING DETAIL EDGES OF 2x4 CRO BRACE �, � EQUAL @ EA. ROWS OF TRUSSES @ EQUAL @ EA. OF TRUSSES @ 5 " ; OUTLOOKER EDGES OF HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF SCALE: N.T.S. S5 SHEATHING APPROX. 8 FROM \ 2x8 SYP#2 L BRACE TO 2x4 CROSS BRACE APPROX. TYPICAL @ RIDGE FASTENED Al \ • "L" SHEATHING TYP. 2X4 KICKER APPROX. 8" FROM SHEATHING TYP. 2x4 "T" BLOCKING L BRACE TO EXTEND EXTEND @LEAST 90% OF USP 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ 8-0 O/C. _-- RIDGE FASTENED AT MAX. & 2 10d TOE NAILS a) \ 2x4 CROSS BRACE WEB LENGTH & NOTCH @ SPT4 @ EA. EACH JOINT W/ (2) 10d & (2) O C LENGTH (SEE TABLE) BOTTOM CHORD EACH JOINT W/ (2) AT LEAST 90% OF WEB 2x4 BLOCKING @ EA. END @ 48" O.C. APPROX. 8" FROM (SEE STUD 10d TOE NAILS @ EA. END � 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) 10d & (2) 10d TOE LENGTH (SEE TABLE) 48" O.C. --- _ SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d 2X6 FRAMED WALL - SEE NAILS EA. END „ „ @ GABLE TRUSS L BRACE ATTACHED—,\ TTACHED — 16d NAIL WALL SECTION FOR SPACING 1/2"CDX PLYWOOD OR W/ 10d NAILS 4" O.C. \ 7/16" OSB SHEATHING & (2)10d TOE NAILS @ � FROM LEDGER TP 2x4 PANEL BLOCKING @ ATTACHED H T EA. END U. BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING TYPICAL �- GYPSUM WALL BOARD - _ OSB SHEATHING ATTACHED FIRST 4 ROWS OF ATTACHED W/ 10d NAILS NAILS @ 6" O.C. EDGES —GABLE TRUSS ( ) 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. @ 6" O.C. EDGES AND 12" GABLE TRUSS WEB 1/2" CDX PLYWOOD OR • , AND 12" O.C. FIELD O.C. FIELD lOdX3" @ 3" OIC (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING END TYP. TOP & „ „ �" r THROUGH CHORD CORD ATTACHED W/(2) 16-d TOENAILS ----- --- 2) 16d NAILS BOTTOM ATTACHED -,\ (2) 16d NAILS SINGLE L BRACING DETAILr6 ATTACHED W/ 10d NAILS ( Wl (2) 16-d TOENAILS 2x4 "T" ON TOP OF PANEL ,- f 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. S5 2x4 "T" ON TOP OF PANEL BLOCKING SLOPE OF ADJACENT SCISSOR TRUSS O.C. FIELD O.C. FOR THE FIRST (4) ROWS - - -�� —�� BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED ) '_ „ „ OF TRUSSES FROM EA. END - 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O/C DIAPHRAGM - f INSTALLED PER MANUF. 2"x6' P.T. SILL NOTCH L BRACE HERE BLOCKING @ @ 48" O.C. , „ TYP. TOP &BOTTOM ATTACHED BLOCKING, FASTEN WITH � USP HGA10 36" MOISTURE BARRIER 5/8' x 10' J" BOLT @ 48" O.C. WEEP SCREED W/ (2) 16-d TOENAILS 10dx3" @ 4" O/C - U O.0 @ 48" O/C GABLE TRUSS USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. DBL. TOP TRUSS VERTICAL 5/8"x 10" "J" BOLT @ 32" O.G. MINIMUM 6" FROM 1 ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM STUD WALL PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA. TRUSS 0/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT PLATE (SEE TYP. SEC.) VERT. WEB (24' O/C MAX.) W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" TRUSS) USP SPT24 @ EACH STUD (2 ) 2'x8" "L" BRACE TAPCONS. FASTENED WITH (3) STRAP NOTE: IF EMBEDDED WEB USESSEDVERTICAL SECTION � 2 3 4 116dPER IDEABLE "T" BRACE SECTI SECTION SECTION MSTAM36 ON OUTSIDE SCALE: N.T.S. 55 SCALE: N.T.S. 55 SCALE: N.T.S. 55 SCALE: N.T.S. SCJ SCISSOR G 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX 2x4 OUTLOOKER 8d 6"OIC 2 4 BL CKIN W/ 2 1 "X" BRACE SEE DET. J/S5 - CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. REFER TO SECTION N N - T SEE STRUCTURAL BACKNAIL W/ � 16d NAILS 2 O @ 24" O/C @ x 0 G ( ) Od TOE NAILS EACH END WOOD TRUSSES @ @ OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3 -PLY) 1A ON SHEET S5.1 � � NOTES AND NAILING SCISSOR GABLE - TOP CORD 24" 0/C (TYP) I� FOR X -BRACING, AND r N SCHEDULE FOR f r BLOCKING FOR ®o - D BEARING LOCATION NON LOA D TOP CHORD USP HGAM10 W/ (4)—BLOCKING `� 00 00 SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 o 1/4"x1-3/4" WEDGE W LO 0 EQUAL @ EA. OF TRUSSES @ Q ADDITIONAL INFORMATION. INFORMATION BOLTS & (4) SDS 1/4" _ h' 1�1 1/411. 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF -" o X <t `z x 11/2" SCREWS WOOD TRUSSES APPROX. 8" FROM SCISSOR TRUSS SHEATHING TYP. 61, j JAS �� RIDGE FASTENED AT c:' O "L" BRACE TO EXTEND LU 2x4 RAT RUN BRACINGEACH 1 1 2 1 1 2 JOINT W/ (2) AT LEAST 90% OF WEB v tj AT 24" O.C. ON TOP OF To the best of the engineers knowledge and 10d & (2) 10d TOE specifications comply with the 2007 Florida LENGTH (SEE TABLE) signed and sealed for the structural portion of this drawing. BOTT. CHORD FOR 4 NAILS @ EA. END C-) m GABLE TRUSS (v M z -- _ TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" BRACING W/ 10d 3 " i 0 :o @ 48" O/C FOR THE (2) 16d NAILS OSB OSB SHEATHING ATTACHED () x @ _ AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 1 O NAILS @ 6" O.C. 1 t EACH CONN. @ 24" O/C Ln (j) _ 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) -3116"x1-314" - 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & :,,, . JACK TRUSS MOISTURE BARRIER WEDGE BOLTS & (4) SDS 1/4" x 1 O/C W/ 2 -16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED LUCu =:.: , 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 \ �, CONNECTION z r Q O g ZZ MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3 -PLY) = L ,Z, w F- z 0 w - MASONRY WALL CL U j0 CD � t� I - ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5 -PLY, PROVIDE 1/4" DIA. x7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL j; -•r = ARCHITECTURAL FINISH NOTE: 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/ -� 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 1 Odx3" @ 4" O/C (2) 12d TOENAILS _ .. I� d EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION f r ®o - D BEARING LOCATION NON LOA D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF SPACING B.U,G., SAME NUMBER OF ROWS, SAME ) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 �o r. W BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L r CL O' SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 o X W LO 0 SCALE: N.T.S. S SEE TYP. WALL SECTION FOR SCALE: N.T.S. Q ADDITIONAL INFORMATION. SCALE: N.T.S. S5 4 J ADDITIONAL INFORMATION. o X <t `z 0 S SCISSOR TRUSS Z o w w < o ;t,ca 61, j JAS �� p• pW f uJ c:' O � LU 6 d l d- z v tj To the best of the engineers knowledge and 0 specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5 -PLY, PROVIDE 1/4" DIA. x7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL j; -•r = ARCHITECTURAL FINISH NOTE: 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/ -� 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 1 Odx3" @ 4" O/C (2) 12d TOENAILS _ .. I� CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING - EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION f r THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES - D BEARING LOCATION NON LOA D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF SPACING B.U,G., SAME NUMBER OF ROWS, SAME ) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 `_�--� SECTION 9 EXT. WALL CONN. @ NON - LOAD BEARING LOCATION UNEVEN CLG. E BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L r CL O' SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 7 `L ,- W LO 0 SCALE: N.T.S. S SEE TYP. WALL SECTION FOR SCALE: N.T.S. AS PER BCSI 1-03 SCALE: N.T.S. S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 1St x191 J ADDITIONAL INFORMATION. p 0 S SCISSOR TRUSS 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 1 10dx3" 0/C @ \ WOOD TRUSSES — LOCATIONS) TOENAIL 6" 0/C 2"x4" RUNNERS W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT f- 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.0.) "L" BRACE �\ 24" 0'0" - 3'-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 U I� vi C F oCO O N ot°oo p �'o W cami 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 1 10dx3" 0/C @ \ WOOD TRUSSES — LOCATIONS) TOENAIL 6" 0/C 2"x4" RUNNERS W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT f- 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) ALTERNATE NON -DROP `j CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 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 DETAILK 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. SCJ SCALE: N.T.S. 55 3) SEE 6/S5 FOR MORE INFO. W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS 1 GABLE TRUSS4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION S5 � "L" BRACE W/ l Od @ 4" O.C. 12 i 3 (SEE SCHEDULE FOR SIZE 12 %/ , AND LOCATION) 6.9 MAX. -_- 6.9 MAX. _ - °L" BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) GABLE TRUSS IT FRI I " 3 43 -- I ---- -- - -- - =- - - �i i .. H -_ - L_ 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.0.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" 0'0" - 3'-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) ALTERNATE NON -DROP `j CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 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 DETAILK 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. SCJ SCALE: N.T.S. 55 3) SEE 6/S5 FOR MORE INFO. W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS 1 GABLE TRUSS4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION S5 � "L" BRACE W/ l Od @ 4" O.C. 12 i 3 (SEE SCHEDULE FOR SIZE 12 %/ , AND LOCATION) 6.9 MAX. -_- 6.9 MAX. _ - °L" BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) GABLE TRUSS IT FRI I " 3 43 -- I ---- -- - -- - =- - - �i i .. H -_ - L_ S5 12 - DOUBLE TOP PLATE 6.9 MAX. 2X4LEDGER ___. USP LSTA 18 STUDS @ 16" O.G. ,, - — - - - - ---.-II - ----Ir- - -- DBL. TOP PLATE CONT. BEARING STUDS rt 16" O.C. USP 5PT24 CONT. BEARING USP HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL @ EACH S"fUD 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 jq 11'-0" MAX. pL 'V3 U) N U 0 (V vi C F oCO O N ot°oo p �'o W cami Q Y N Y 0 sf (D r CL O' a I'll, 7 `L +1q ' W LO 0 rn CORNER JACK AN G BX6 1 1St x191 Y p 0 S 61, j JAS �� p• pW f uJ .. �k� 0.a LU 6 d l CD 0 z tj To the best of the engineers knowledge and 0 specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. C-) m (v M Z:4'Cn t r- r (/7 CD n c:) S5 12 - DOUBLE TOP PLATE 6.9 MAX. 2X4LEDGER ___. USP LSTA 18 STUDS @ 16" O.G. ,, - — - - - - ---.-II - ----Ir- - -- DBL. TOP PLATE CONT. BEARING STUDS rt 16" O.C. USP 5PT24 CONT. BEARING USP HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL @ EACH S"fUD 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 jq k4u L m pL 'V3 U) N U 0 (V vi C F oCO O N ot°oo p �'o W cami Q Y N Y 0 sf (D r CL O' a I'll, 7 `L +1q ' W LO 0 rn 0 AN G BX6 1 1St x191 61, j JAS �� p• pW f uJ .. �k� 0.a 6 d l CD 0 tj 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-) m (v M Z:4'Cn t r- r (/7 CD n c:) C)ajMN Q'L (0 r 0 :o (L d- a ) _I_- z� zLU J —� © (j) Ln (j) U-) U Ln 0 0 Who LUCu Ld oo}o<U z r Q O g ZZ = L ,Z, w F- z 0 w N i CL U j0 CD � t� 0~o ° ? LLJ N 0z('9 Ln toLU QJ J 0 Q f LU w000cy zU 0 � r�0w 0 `ti U r.4o UA c' W 0 Lr) o¢oor a c�. LTJ PL> oa U w,� Oda=¢fig O u. z Q V x LL 0 0 � w j LL LL Z z 0 H SCALE : AS NOTED PLOT DATE : 01/31/2011 VERSION NO. 108 JOB NO: 11-0051.01 SHEET NO. 2 - S.P.F. CONST. GRADE TOP PLATE— "S" =NAIL SPLICE MIN 48" APART 3/811 318" USP LSTA24 3-1 AP W/ 8-10d x 1 1/2" NAILS TO STUD 2x STUDS @ 16" O.C.----_-_ — J — n � SPACING 9 & 8-10d x 1 1/2" TO BAND JOIST @ EA. STUD 2"x BOT. PLATE W! - - ATTACHED WALL SHEATHING C�)_ (2) 10d @ 6" O.C. CONTINUOUS TO BOTTOM RIBBON — r, W/ 8d @ 4" O.C., 2 ROWS STAGGERED NOTE: EXTEND SHEATHING TO 2nd FLOOR WALL— -- BOTTOM OF BEAM OR GIRDER 2"x BOT. PLATE W/ (2) -1od @ s° O.C. �- 2X4 RIBBONS, EACH W/4 -16d - NAILS INTO EA. FLOOR TRUSS -. BEAM/GIRDER _ WEEP SCREED - -- _ INSTALLED PER. MANUF. USP HTA20 @ EA. TRUSS W/ 10 -10d x 1 1/2' NAILS INTO FLOOR PRE-ENGINEERED TRUSS & MIN. 4" EMBEDMENT IN FLOOR TRUSS/JOIST FLOOR TRUSSES KO BLOCK FLOOR SYSTEM 3/4"- 1/2" O 1121. S S _ 1/2" 0 0 0 V U " J SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING () NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. Wl8d COMMON NAIL NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL �J NAIL INT. AT 6" O.C. W/8d COMMON NAIL OE STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. II ' W/8d COMMON NAIL OF NO SPLICE @HEADER -NAIL SHEATHING TO _ � HEADER W/8d COMMON NAIL@ 4" o/c * 15/32" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x4 P.T. BASE PLATE 2ND FLOOR FRAME CONNECTION q FLOOR CONNECTION rB WALL SHEATHING INSTALL. & NAILING SCHED. C SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. s'6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 314"=1'-01, S6 SCALE: N.T.S. rJ6 FOR ADDITIONAL INFORMATION. USP LSTA24 STRAP W/ 8-10d x 1-1/2" B.U.C. NAILS TO STUD & 8-10d x 1-1/2" TO BAND JOIST @ EA. STUD PROVIDE CONTINUOUS 8 -10d NAILS TO 2nd FLOOR WALL ---._BLOCKING FROM B.U.C. STUD PER STRAP TO MASONRY BELOW 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. FLOOR SYSTEM (1) LAYER UNDERLAYMENT FOR ROOF PITCH 412 & (2) LAYERS UNDERLAYMENT FOR ROOF PITCH 4A2. BAND JOIST f HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL _ E - JACKS OPENING cc ® U EA END EA END EA END EA END 3/4"- 1/2" O 1121. S S _ 1/2" 0 0 0 V U " J SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING () NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. Wl8d COMMON NAIL NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL �J NAIL INT. AT 6" O.C. W/8d COMMON NAIL OE STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. II ' W/8d COMMON NAIL OF NO SPLICE @HEADER -NAIL SHEATHING TO _ � HEADER W/8d COMMON NAIL@ 4" o/c * 15/32" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x4 P.T. BASE PLATE 2ND FLOOR FRAME CONNECTION q FLOOR CONNECTION rB WALL SHEATHING INSTALL. & NAILING SCHED. C SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. s'6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 314"=1'-01, S6 SCALE: N.T.S. rJ6 FOR ADDITIONAL INFORMATION. USP LSTA24 STRAP W/ 8-10d x 1-1/2" B.U.C. NAILS TO STUD & 8-10d x 1-1/2" TO BAND JOIST @ EA. STUD PROVIDE CONTINUOUS 8 -10d NAILS TO 2nd FLOOR WALL ---._BLOCKING FROM B.U.C. STUD PER STRAP TO MASONRY BELOW 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. FLOOR SYSTEM (1) LAYER UNDERLAYMENT FOR ROOF PITCH 412 & (2) LAYERS UNDERLAYMENT FOR ROOF PITCH 4A2. BAND JOIST f HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS ® U EA END EA END EA END EA END ria 'd 1'-4' (1) (2) (1) (2) (1) USP LSTA30 T-9' (2) (3) (2) (2) (1) USP LSTA30 9'-'16' (3) (3) (2) (3) (2) USP LSTA30 12 PRE ENGINEERED - _ HURRICANE ANCHOR @ EACH TRUSS a WOOD TRUSS @ 24" ��__ � �( NOTES: *USE .�__ )\,\ SEE FLOOR PLAN NOTES FOR -.� 15 LB ROOFING (SHINGLES) USP MP4F @ 4" _- - I - MSTAM 36 o.c. w/ 12 8d NAILS = REQUIRED CONNECTION O.C. MAX. *2MP4F & EXTEND SHEATHING TO �' ROOF COVERING BOTTOM OF RIM ` \ 2 -ROWS 12d NAILS -_ INSULATION 15132" CDX PLYWOOD OR 7/16" BOARD/BAND T STAGGERED @ 12" 0/0 EACH BAFFLE ' -\ _3 __O.S.B. (SEE ROOF NAILING JOIST FORSFF ENDO - FACE OR 3 -ROWS 12d NAILS 1st FLR WALL = =-fir SCHEDULE ON SHT SNI) FLOOR INSTALLATION _ SHEAR WALL STAGGERED PER CHART !\`_ `R= _-_ ALUMINUM DRIP EDGE ONLY. (4) 114" X 2 114" TITEN \ \ MASONRY WALL N `\� 2"x10" OR GREATER HEADER ON SHEET S3 \W;; _ USP LSTA24 STRAP w/ 8-10d x 1 1/2" NAILS SCREWS TO MANSONRY ' 5 ALUMINUM FASCIA TO STUD & 8-10d x 1 1/2" TO BAND JOIST @ WALL PER STRAP 2x CRIPPLES 0\ 5/8" OR 1/2" HIGH STRENGTH CEILING -2x SUB FASCIA EA. STUD WOOD TO MASONRY \\ 16" O.C. W/ (2) 12d 1 BOARD PER CODE W/ 1 3/8"DRYWALL \TOENAILS T/B =12"VENTILATEDSOFFIT 2ND FLOOR FRAME CONNECTION W/ MSTAM36 rLL .: NAILS OR DRYWALL SCREWS 7" O/C �— ATTACHED WALL SHEATHING TO CEILING & 8" O/C WALLS SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 1/2" GYP WB ('2) TOP PLATE W/ 8d @ 4" @ WOOD 1 ST FLR. SCALE: N.T.S. S6 "6,) (2) 2x HEADER SEE PLAN O.C., 2 ROWS UPLIFT CAP = 928 PLF DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER SHEAR CAP = 355 PLF S4INTERIOR HEADER LU 15/32" OR 7116" OSB MIN. PLYWOOD SHEATHING SEE J/S6 FOR ADDITIONAL INFORMATION, 10d NAILS @ 8" OIC TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/36 — 12d TOENAILS. ONLY SHEATHING JOINT rn FOR MORE INFO DOUBLE 2x CRIPPLE STUD EXTERIOR HEADERS ON TYPICAL (U.N.O.) (1) 2x SILL PLATE W/ (2) 16" O.C. 2X S.P.F. STUDS OPENINGo 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 LA TOENAILS. 2x BOT. PLATE W/ 2 10d 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER LARGER THAN 4 ft (2) 2x () @ JF METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD SILL PLATE W/ MP3 CLIPS EACH SIDE 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d w LAYER 118" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2 -M -W OSB CHART ON FLOOR PLAN - -- �\ \2x STUDS TYP. (DRAFTSTOPPING) TO BE NAILED W18d COMMON @ 6" 0/C SPACER - `� TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 10003G. B FLOOR TRUSS R BLOCKS P.T. BOT. PLATE < FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ / 0 _\\ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED S6 `\ \ � �� / S6 OpFNjr� � BEAM SPACE INTO APPROX. EQUAL AREAS. - FLOOR SYSTEM METAL SEAT PLATE _ .l. •-` \ ER PLAN O TRUSS \ f 6 xx. i - 2x4 RIBBONS SEE PLAN FOR REQUIRED 1/2" HIGH STRENGTH OR =/8GYP�WBOR�5/8' GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" " CONNECTIONS T" CORNER STRAP CEILING NAILS ORDRYWALL SCREWS 7"O/C TYPICAL "T" AND CORNER LOAD BEARING/EXTERIOR FRAME CEILING & 8' OIC WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"x16" CONC. KNOCKOUT DETAILS rN DETAIL 0 WALL HEADER DETAIL M INSTALLATION PER BILK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT SCALE: N.T.S. S6 SCALE: 1 1/2"=1'-0" "6") S6 NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH 15/32" OR 7116" OSB MIN. PLYWOOD SHEATHING NOTE: SEE SHEATHING (2) ROWS OF 2x BLOCKING NAILED PER NAILING SCHEDULE SEE (1) #5 VERT. IN FILL CELLS (SEE 2"x4" PANEL BLOCKING @ 48" O/C SEE TYPICAL WALL SECTION SPECS ON FLOOR @THIRD POINTS DETAIL CIS6 FOR MORE INFO FOUNDATION PLAN &NOTES) FOR THE FIRST 8'-0" OF END C/S3 FOR ADDITIONAL Cl) INFORMATION 1/2" GYP. W.B. MIN. @ 2X STUDS @ 16" O/C v 4"x4"INSPECTION PORT AT WALL FROM EA. END. (TYP.) TOP & GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" a BOTTOM CHORD ATTACHED W/ (2) 2ND FLOOR FRAMING - SEE 7/8" STUCCO FINISH PER ASTM C. 926 EACH FILL CELL TYPICAL (1) ROW OF 2x BLOCKING @MID - EMBEDMENT @ 24" O.C. W/ 1x WD FURRING @ 24" O.C. w AT GARAGE CONTRACTOR 16d TOE NAILS SECTION J/S6 HGT. FOR WALL HGT. < 8'-6". (2) APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" 5/8"DIA EXPANSION BOLT W/ 7" 2"DIA.X 3/16" PLATE WASHER „ BASEBOARD "' To CUT BLOCK OR POUR DECKING ATTACHED WALL SHEATHING ROWS OF 2x BLOCKING @ 3rd PTS MIN. SHEAR 350011. MIN. TYPICAL OVER METAL LATH. FIRST 2 LAYERS 318 FOR WALL HGT. 8' 6" EMBEDMENT @ 24" O.C. ( THICK EACH. 3RD LAYER 1/8" THICK. MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE _ TO BOTTOM PLATE/CHORD W/ 8d WI 2" x3/16" PLATE WASHER TENSION 2600#.) MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH @ 4" O/C, 2 ROWS STAGGERED USP SPT22 @ EA. STUD TYPICAL. (MIN. SHEAR 3500#. 2500 PSI CONCRETE MIN. USP SPT @ EA. STUD MUNICIPALITY 4"to 6" BELOW GRADE 2 x STUDS 16" O.C. MIN. TENSION 2600#.) 2X P.T. PLATE @ SLAB W/ 6x6 W1.4xW1.4 _ - \ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. FLOOR TRUSS SEE FRAMING PLAN 2X P.T. TE - E.'' _ Q PLA ..___._ ---� = a.; 4 FLOOR TRUSS .. _- - WWF OR F BER rrI-III _ r 00 °4 SEE FRAMING - ° EL.00 Y—_-- FINISH GRADE -WEEP SCREED r ° • °< N ri=rr_—rn— r m 1 .I 1 I- = 111=1 IIA I � . v _ - _ . • ° _ _ _ ` FINISH GRADE PLAN • ° INSTALLED PER MANUF. - `' ' . � . • `0 , I I-1 M — I—I I �� ' ' - 1 \III—I I I_I I I III I —_—__ \III \ 1 1 I 1=1 I I- T _ I — I I J , Oo sxs w1.4xw1.4 III -I I I -I I -111=11-1 ° . A 111 11 ER I -I I I- _ _ _ -I Ii -1 i 1=I i 1-1 i -11 I- Q I —11-I i I_ z1\ i I— '.. 0 V• r1 11=I i 1- WWF OR FIBERMESH _ _ _ _ r 2"x4"CROSS BRACE @ 48" USP HTA20 @ 24 O.C.O/ -III \- :. I=1 I 1 III- I i=1 i \I 1I—II—I I :° � 1 11-1 i 1=11- _ _ _ _ _ _ _ _ _ -1 I 1 1 1 I I 111= e- -9- 10-10d X 1 1/2" NAILS INTO 1=1 \1 I I-_ _ _ _ - - - 11-1111=1 I I- I I I_ I 1 I -I I I- O/C FOR THE 1ST 2'-0" of I I- I I 1=III= III -i I I -III -III -III 1=1 I' -� —III �` 1I- - — - a� - i. BLOCKING TRUSS & MIN. 4 - 4 . ° •. . ° — I_I - -r -r END WALL W/ (2)10dx3 @ EA. =1 I 1=III=III=III=III=1 I I- ' 3 95 CONT. ON 3° I �_ - =111-111=1I EMBEDMENT IN CONC. — ii—iii _iii—iii—i i — I I =1 I III= I I -i �' \—STD. 90 "HOOK END INTO 2"x4 BLOCKING (3) # 5 REBAR ON 3" CHAIR 411 -r=11 (SEE DETAIL) 8" 1'-8" 8" W/ 3"MIN. i -III— CHAIR I I W/3" MIN. CLEARANCE -O CLEARANCE (3) # 5 REBAR ON 3" CHAIR 4" W/3" MIN. CLEARANCE TYP 2—STORY WALL SECTION 2ND FLOOR FRAME CONNECTION R INTERIOR 2 -STORY FRAME SECTION S ALTERNATE FOOTING ry SCALE: 3/4"=1'-0" S6 PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0"S6 SEE TYP. 2 -STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6@ WOOD 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" SEE TYP. 2 -STORY WALL SECTION ADDITIONAL SLAB INFORMATION.S6 FOR ADDITIONAL FOR ADDITIONAL INFORMATION. INFORMATION. z� k"t7 a U) VI ® U � vi C cco I- N ria 'd eo c o � a00o O N N O N 06 7 -0 C �o� �FLq)a) L ) O N O U O 00 0 0-00 LO 0 rn a Do ,• ` EN,°°. h. � �i w ' � �/ ry CVa U it r V U �"1~„}� i'Tr -,q `,o• irk z Z QF18111111110 `� W O U To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential w 2009 revisions signed and sealed for the structural portion of this drawing. O N M w Ln Q O � � O C) QjMI--, / Q ,--t -0 0h L CY N n .Yl \ J O (Q Lti QJ Lr) U L0 ,--I L oZ WU_o LU W m�Zti;w UIr2: 00 O 0 r O a 0 z>•QuLQ [il K J � 1� U p (n D o 0 UiOf-WN Ti F -a OL© LU 7W J cn � Lu J J Q l7LU V) qQW �Uj~iK LLJ LU OO O C r— LL ® O W Oz���zz W � U-) ¢LU U ar- LU m N U Q L>�0¢ �=1< CYo�d OC 0 (V < CL 4C\l ~LL LU z z SCALE : AS NOTED PLOT DATE: 01/31/2011 VERSION NO. 108 JOB NO: 11-0051.01 SHEET NO. S6M RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: �" = 1'-0° 3/4" RISER CUT FIT MAIN] BETWEEN 4" AN. GAP TOP AND BOT' GLUED AND NAI TO STRIN 2x12 T' GLUED NA 2x4 PT N❑TCHEI STRINGER AND TAPCONED INTO WITH GLUE AT STRINGER CONTA POINTS E STRINGER MUST I CONTACT WITH L 2x4 CU-' BEVEL DOES NUT BEAR IN WALL GLUED TO F 2x8 SECTILIN VIEW SCALE: 1" = 1'-0" STRINGER MUST MAKE FULL CONTACT WITH LANDING 4 PT NOTCHED INTO STRING D NAILED TO FLOOR WITH C STRINGER CONTACT POINTS 2x SYP CUT TO FI BEARS IN WALL 2x12 SYP BE RS IN WALL E — 2x6 SYP 2x4 PT N❑TCHE AND NAILED TO 2x4 CUT ON AT STRINGER CI BEVEL DOES NOT BEAR IN WALL SECTIO VIEW "D" SCALE: 1" = 1'-0' FILLER STRIPS ADD€D_ 4" PLYW❑❑D GLUED & SCREWED 1'O \ PLYWOOD DECKING �- H SECTIO VIEW SCALE:" = 1'-0" JEENL 2x SYP CUT TO FIT BEARS IN WALL _- 2xI2 SYP BEARS IN WALL 2x12 SY SCAB 2x4 GLUED AND NAILED STRINGER (EACH SIDE) TO BOTT❑M EDGE ALIGN THIS STUD WITH ❑F 2x12 STRINGER FACE OF' 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN ''- BETWEEN J" AND GAP TOP AND �.. BOTTOM, GLIDED AND NAILED TO STRINGER 2x4 BEHIND RISE BLOCKING FOR 1x4 GLUED AND NAILED TO STRINjAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP _ x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x4 BLOCKING FOR 2x02PT UNDER 2x12 C 2x4 SYP \ BLOCKING FOR STRAP (SIMPSON TAZ15) —ATTACH ALL COMPONENTS BEHIND RISER OF STAIR TO CONC, W/ h" X 2 ,t-," TAPCONS 2 MAX. 32" O.C. SECTIO VIEW //B// - 4 B" SCALE: 1" = 1'-0" - - - -- -- 2nd RISER Tf x4 GLUED AND NAILED TO STRING <4 DRAFT f❑P x8 SYP DRYWALL ;TOP MUS"f NOT ❑UCH STRINGERS 2x4 BLOCKING FOR 2;�WPT UNDER 2x12 SECTIO _ VIEW „E„ SCALE: 1" = 1'-0" 4 3q' M N[ITE! DECK THESE DETAILS ARE NOT PLAN X8 SYP SPECIFIC, THEY ARE PROVIDED AILED TO TO YOU AS A STANDARD TO IRAMING 2x12 CONSTRUCT STAIRS, REFER TO PLAN DETAILS FOR RISE AND CR TREAI 3/4" RISER CUT FIT MAIN] BETWEEN 4" AN. GAP TOP AND BOT' GLUED AND NAI TO STRIN 2x12 T' GLUED NA 2x4 PT N❑TCHEI STRINGER AND TAPCONED INTO WITH GLUE AT STRINGER CONTA POINTS E STRINGER MUST I CONTACT WITH L 2x4 CU-' BEVEL DOES NUT BEAR IN WALL GLUED TO F 2x8 SECTILIN VIEW SCALE: 1" = 1'-0" STRINGER MUST MAKE FULL CONTACT WITH LANDING 4 PT NOTCHED INTO STRING D NAILED TO FLOOR WITH C STRINGER CONTACT POINTS 2x SYP CUT TO FI BEARS IN WALL 2x12 SYP BE RS IN WALL E — 2x6 SYP 2x4 PT N❑TCHE AND NAILED TO 2x4 CUT ON AT STRINGER CI BEVEL DOES NOT BEAR IN WALL SECTIO VIEW "D" SCALE: 1" = 1'-0' FILLER STRIPS ADD€D_ 4" PLYW❑❑D GLUED & SCREWED 1'O \ PLYWOOD DECKING �- H SECTIO VIEW SCALE:" = 1'-0" JEENL 2x SYP CUT TO FIT BEARS IN WALL _- 2xI2 SYP BEARS IN WALL 2x12 SY SCAB 2x4 GLUED AND NAILED STRINGER (EACH SIDE) TO BOTT❑M EDGE ALIGN THIS STUD WITH ❑F 2x12 STRINGER FACE OF' 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN ''- BETWEEN J" AND GAP TOP AND �.. BOTTOM, GLIDED AND NAILED TO STRINGER 2x4 BEHIND RISE BLOCKING FOR 1x4 GLUED AND NAILED TO STRINjAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP _ x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x4 BLOCKING FOR 2x02PT UNDER 2x12 C 2x4 SYP \ BLOCKING FOR STRAP (SIMPSON TAZ15) —ATTACH ALL COMPONENTS BEHIND RISER OF STAIR TO CONC, W/ h" X 2 ,t-," TAPCONS 2 MAX. 32" O.C. SECTIO VIEW //B// - 4 B" SCALE: 1" = 1'-0" - - - -- -- 2nd RISER Tf x4 GLUED AND NAILED TO STRING <4 DRAFT f❑P x8 SYP DRYWALL ;TOP MUS"f NOT ❑UCH STRINGERS 2x4 BLOCKING FOR 2;�WPT UNDER 2x12 SECTIO _ VIEW „E„ SCALE: 1" = 1'-0" 4 3q' M YW❑❑D DECK X8 SYP LUED AND AILED TO IRAMING 2x12 aFT TREAI IP GLUEI V (n O AND vNi NAILE :4 PT NOTCHED -RINGER AND tPC❑NED INT❑ FI [TH GLUE AT RINGER C❑NTAC LINTS B E SECTION VIEW SCALE: 4 YW❑❑ DEC[ X8 S LUED AILEI [RAMI SFT IP C rno r_1 r' _--L--PROVIDE MOISTUR PROTECTION ATTACH ALL COMPONENTS ❑F STAIR TO C❑NC, W/ 14" X 2 3'' TAPC❑NS R MAX. 32"11 1x4 GLUED A NAILED TO STRINGER SECTIO VIEW //C// - SCALE: 1" = P-0" CONN, TO BUT OF NEWEL P❑ PER CONTRAC C 2DER PROVIDE SOLID DEBLOCKING BELOW ALL NEWEL POST FROM DLVLL_ VL GLUED AND JOIST T J❑IST, USE NAILED T❑ 2 X 12 BLOCKS, GLUED LVL AND NAILED TO JOIST. EWE C❑ST SECTIO VIEW ,r -B _CC❑I ❑ SCALE: 1' = 1'-0" SCALE: 1" = 1'-0" 2YWALL JOINT IRYWALL TO ]VER JOISTS) <4 STUD NAILED JD GLUED TO TOP _ATE <4 CUT INTO RIM 1ND, _UED AND NAILED TO __ARING WALL BELOW 2YWALL J❑INT )RYWALL TO 7VER JOISTS) JI ❑II I N J i CCC, i i❑IN BE (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED :L POST LET INTO BLOCK 'IDE KING 2X8 BLOCKING FUR NEWEL POST TO ANCHOR TO, (GLUED AND NAILED) FLOOR TRUSSES 3q' M L C C N Q V 0 C +' vi C N h- a)�o �_ or"OD V (n O w N '- oNpp vNi CQ td d U a C a% LL co N 0� N o d. i ri'£ E' < is 0 U Q" 0 D O 00 I' � Q m L0 o rn 0 aN C B ll (. 00 QLL nor' W o v 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. C7 .-t N CY1 0�o G� trD O � M � Q QJ z LL '- -TTI Q 0p ©n L �. (1) 0� V -n N Q_ J u z�fu W J Lr,� U-)jD .-t oz W W� W m G Z vt-2,'; 00 oo}o�2 zr¢va V.• r+ wF z p k a W N y artia0,i Q 2 0 ? W `p CL 110 Lr) t0 un QD Ed Q Whoa �E2 LU LOU ��V) z caNLd LU Pi Lr W V4 W M N rL 2 � W � F- a `L0L-z ( , �JC)arQ�po 1 W �aza a � 0 N �aY W L W Z LU > 0 � J � SCALE AS NOTED PLOT DATE : 01/31/2011 VERSION NO. 3.08 SUB NO: 11-0051-01 SHEET NO. ST 1/2" DRYWALL DOOR JAMB (REFER 1X4 r1/2" DRYWALL UNACCEPTABLE INSTALLTION 1X4 1/2" DRYWALL DOOR JAMB (REFER- 1 X 4 I MAX.g" DOOR JAMB (REFER TO SHT. SDW2-K1 TO SHT. SDW2-K1 PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d �� 6" o.c. =< TO SHT. SDW2-K1 FP'T' FOR CONN. DETAILS !%„ �'ij�, FOR CONN. DETAILS —1 X 4 #5 REBAR (TYP) 3/4" PLYWOOD DECKING GLUED FOR CONN. DETAILS i'• l i;�1 X 4 �'��;� FURRING 1 X 4 3/16"0 X 3" LONG J lT FURRING 3/16" X 3-1/2" LONG FURRING 3-114" LONG X3/16110 TAPCONS TAPCONS STAGGERED 2X8 BLOCK@ SPACING „ O C. 2 ROWS INTO PCON. INTO STAGGERED 16"1X8 P.T. STAGGERED @ 16" O.C. 1X8 -) DETAIL 2 -ROWS INTO PER MANUFACTURE 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 3-5/2' TAPCON @ 16" 1X4 P.T. O.C. & 4" FROM 3/16" x 3 -112" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN, DOOR JAMB (REFER-Y29X8P.T. TAPCON TO SHT. SDW2-K1 FOR TO SHT. MB (RE 1 2" EDGE DIST. TO SHT. SDW2-K1�- CONN, DETAILS----____` FOR CONN. DETAILS -`7 7—' -' r' FOR CONN. DETAILS7,^ ^' 10d @ 12" O C _� 1 X 4 FURRING '. 2X8 P.T. WITH 3/16" � X 3" LONG TAPCONS 2X82x P.T. AS REQ'DSTAGGERED @ 16" O.C. 2x DETAIL 2 1/4" DETAIL 2 -ROWS INTO MASONRY 3-1/4" DETAIL P�) 6" O.C. AND I EDGES AND LED W/ 8d OMOMONFE LD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 TD. 90" HOOK (TYP.) ROWS STAGGERED K (TYP.) �I 2x BAND JOIST W/ FACE NAIL –METAL SEAT PLATE 10d @ TOP & BTTM CHORD, NOTE: AND (8) FACE NAILS 10d @ :ILDI, I- LAP SHEATHING TO TRUSS VERT, WEB BOTTOM OF BAND JOIST TYPICAL NOTC @FIRST COURSE USP HGAM10 @ 12" O.C. W/4 -SDS 1/4x1 1/2" +-Z 1 SCREWS INTO BAND JOIST & (4) 3/16"x1-3/4" WEDGE BOLTS INTO K.O. BLOCK FIRST 2 COURSES BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION rH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.s. SS SEE TYP. 2 -STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK CONNECT TO BLOCK .- SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP A -A = 1890 # FOR 2 STRAPS �' FILL 1st a COURSES W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. — SOLID W/GROUT EMBEDMENT INTO BILK.) 114" MAX Z�-O" g 1 -PLY PRE-ENGINEERED TRUSS + 1 X4 FURRING SOLID BLKG. AT TOP BTWN. 1 1/4" x 3 1/4" TAPCONS USP RT16M W/ (8) NA11 NAILS & (6)' x 24' ARCH BLKG. & BUCK ° BLOCK HEADER --- �� TAPCONS T (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 1/2" DRYWALL10d NAILS x 11" NAILS AND ' 2 e: 8d NAILS AT 8" O.C. AT BUCK LEAVE A CUT OUT IN O.S.B. ON THE r (4) a" X 1 4' WEDGE BOLTS [ (1) STRAP = 1225 # , ; 2 x 8 45^ DIAGONAL (4)10d NAILS INTO INSIDE TO ALLOW FOR INSULATION (2) STRAPS 2450#]) BRACE(S)FOR 2 x 8 BRACE/ BLKG. TO BE INSTALLED FaR OVERHANGS BETWEEN OVER 1 v2^ 7/16° OSB �— BOND BEAM OR CAST CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. CUT HOLE IN O.S.B. FOR ._ IN PLACE BEAM °•'.. BUILT UP PLWD. BUCK ARCH PANEL 2 x 8 45 DIAGONAL BRACE AT EA. POLY -CELL IN THIS AREA �-., SCRIBE (NOTCH) ___ _ - * FACE OF ARCH W/ (3) 10d NAILS ARCH 4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHANG BACKSIDE TO FIT _ ( •' ' • ' CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. �'•', ' � . 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB RETROFIT WALL OVERHANG DETAIL (NTS) INSTALL WDW. SCREW ANCHOR ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 92 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/8" TO 11/2" — INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1-112" 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 ARG IF TRUSSES USED) W/ (3) #6 X 4A." WOOD k (2) 10d NAILS @ 8" O.C. SCREWS @ 16" O.C. MAX. OR IF MASONRY / / OSE TO TRUSS TOP CHORD 4' MAX. RAD. WALL USE (3) 1/4" X 3 1!2" TAPCONS AT 16" ARCH DETAIL rTv RygN 1'-0" 5'-0" O.C. 12 ` -� + �ry PLYWOOD SHEATHING SCALE: N.T.S. SS JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN + + `' - ,FINISH FLO _ 2x6 #2 SYP @ 24" O.C. ��_ + BLOCKING AS 2 x 8 BUCK - CONNECT TO BLOCK SECTION _ + - ROOF SHEATHING ATTACHED h + REQUIRED � G' -o `-��'--'�- • WITH 1/4" x 3 1/4" TAPCON (1 114" MIN. B -B o p EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL /+ + TO SUPPORT p 101 G a 95 BAR 1/4 MAX Z - O" TRUSS [ - SOFFIT Z, 0.. r p. L p CENTERED W/ ��'`� + - � • . , -.. 90" I -I IN TOP o BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS USP RT3A 2X4 SYP ,T, , BLKG. & BUCK 2X6 TO 2X4 EACH TRUSS >-__ __ _� Q KNOCKOUT / w 1 X 4 FURRING /' _ _ - - _ o CHAIR BLOCK 8d NAILS @ 8" U.C. AT BUCK J/ CONNECTOR - - 2 x 8 VERT. W/ (2) 10d _ J - NAILS AT EA. END PROVIDE (2) MIN. CONT. W/ (3) SIZE AND RE NFOP ROPLAN �[� / PROVIDE 2 x 8 DIAG. BRACE BTWN, —--_ � TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS - VERT. BRACES WHEN HGT. OF _'_ _j ------ BRACE EXCEEDS 24" BUCK- (1) WITHIN 4" JACKTRUSS PROVIDED BY SCHED. CLEAN FILL LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 _ BRACES INSIDE TO ALLOW FOR INSULATION ARCH ENTER SO IT DIRT / z 2 x 8 VERT. O —�-- #2 SYP @ 24" O.C. TO BE INSTALLED 4'-0" MAX SEE PLAN PRECAST LINTEL - ' • U A.. °G STANDARD a 90° HOOK N BUILT UP PLWD. BUCK- � SCRIBE (NOTCH) BACKSIDE 7116" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN • ° TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4/Z' WOOD FOR OVER HANG FILLED CELL, --' c c ' (MAX. 4'-0') a _ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAXI OR IF MASONRY o V V BTWN. OSB ARCH FACES W/ (4) 10d NAILS —EQUAL EQUAL WALL USE (2) 1l4 X 3 1/2 TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x $ O.C. ANCHOR INTO ARCH BLKG.�- STEMWALL FOOTING SIZE AND SECTION ENTRY L SECTION @ ROOF EXTENSIONrm-,-� REINF. PERLAN AND STEMWALL PER INSTALLATION DETAILSARCHARCH DETAIL LALi @ MONO TO STEMWALL FOOTING SECTION DETAILS - SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = T-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 EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXISTING BOND BEAM. EXTENDS TO SILL. MASONRY WALL. SEE PLAN FOR C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL SEE SHEET D2 AND 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EXPANSION STRIP — DRILL 3R IN MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACEFLOOR PLAN FOR SET BAR N EPDXY A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO CAP TO PREVENT LEAKAGE REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS HTT16 W/ (18) - 16d NAILS TO BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER WHERE THIS CONDITION STUDS & (1) - 5/8" DIA. ALL � #5X6' EMBEDDED INTO COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 THREAD ROD EPDXIED W/ EXISTING BOND BEAM (1) #5 BARS CONT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS o TOP WITH MIN. 3" SIMPSON "SET" EPDXY MIN. �� IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6-0' F.F. 5" EMBEDMENT & 3" MIN. �\ Q FILL CELL FULL HEIGHT W/ SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER I EDGE DISTANCE ` [ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP _ u NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE \ o a A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL a ° _ �� - U FOLLOWS: I I=1=1 II I Ir I Ir 1-f I-- a 1 REINFORCING AS - —SEALANT = — — _ — �� ~ Q I -I I I_I I_I I I-111_111- #5X6' EMBEDDED INTO �...: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ' f, EXISTING FOOTING 2 #5X6' IN CONC. * REINFORCING INTO PLACE. :.; /\, " L SPLICE W/ P I I=1 I= 11- PRESS PANEL REINF R �'`�'`�����' -•�;:; :•.,.,;:',�••::� `���'•� - ... � 6 MIN. AP P * F MORTAR BED AND TROWEL ,..::.;::..;. — COVER PANEL REINFORCING WITH UPPER HALF 0 ' h..°;-,; , jf REINFORCING PANEL p III—III-I r� N FILLED CELL �. DRILL 3/4"X6" MIN. HOLE SMOOTH. DO NO FURROW. Y` _ '� ;..•.;-,;.`:, .:. �;... '`�.,�..�SET BAR IN EPDXY - *: ;.,;.:;; p I I III F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT .,,..,. ,•,.;,..,: J GRADE o. O FURROW. MAINTAIN UNIFORM JOINT WIDTH. % 6" MIN. LAP �• G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE Q ' NOTE: REMAIN FREE OF MORTAR.z ' i SEE GLASS BLOCK INSTALLATION NOTES. r � � . � p ; `", ~'�- L,4' SAW CUT H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEALANT ^� TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL —(2) #5 REBAR. MIN. 3" �� JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 16"MIN. COVER EA. WAY eA SECTTOOL JO _WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)*(110 mph FASTEST WIND -130 mph, 3 SEC. GUST. FRC TABLE R301.2.1.3) EXISTING FOOTING1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN *(110 mph FASTEST WIND =130 mph, 3 SEC. GUST. FBC TABLE 1606.1.6.1) GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP RETROFIT FILLED CELL DETAIL SCALE: 3/4" MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. - - = 1'-0" SCALE: 3/4" =1'-0" K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. �x N C D }, N co vi C N CV a� (DEOo o M 000 -7 cn v(c.\1f; E O 4) ° 0 0 rt5 .L N D 0 m 2LLMY -E O Y cv 0 CLO ' U 0 Q. wLo 0 To the best of die 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 Oils drawing. O T -i m 6 j n o ® Qin � C) d' fuW� i N [• Z -r- 4-J Z W �_ ra W --I --� O (D Lr) qJ Ln V —� y- #5 REBAR (TY oz 2 LLI WLR Lu — STD. 90^ H00 i;t.-�zoo FILL SOLID O} O qLL U U2: BOTH CELLS Z 2L Z Z H Nr -z w r-A,=I u LD o��ojoo v~a.=Oz T-4 �17,� Lr) M un li7 NOTCH WEB AT THE Lu P�) 6" O.C. AND I EDGES AND LED W/ 8d OMOMONFE LD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 TD. 90" HOOK (TYP.) ROWS STAGGERED K (TYP.) �I 2x BAND JOIST W/ FACE NAIL –METAL SEAT PLATE 10d @ TOP & BTTM CHORD, NOTE: AND (8) FACE NAILS 10d @ :ILDI, I- LAP SHEATHING TO TRUSS VERT, WEB BOTTOM OF BAND JOIST TYPICAL NOTC @FIRST COURSE USP HGAM10 @ 12" O.C. W/4 -SDS 1/4x1 1/2" +-Z 1 SCREWS INTO BAND JOIST & (4) 3/16"x1-3/4" WEDGE BOLTS INTO K.O. BLOCK FIRST 2 COURSES BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION rH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.s. SS SEE TYP. 2 -STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK CONNECT TO BLOCK .- SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP A -A = 1890 # FOR 2 STRAPS �' FILL 1st a COURSES W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. — SOLID W/GROUT EMBEDMENT INTO BILK.) 114" MAX Z�-O" g 1 -PLY PRE-ENGINEERED TRUSS + 1 X4 FURRING SOLID BLKG. AT TOP BTWN. 1 1/4" x 3 1/4" TAPCONS USP RT16M W/ (8) NA11 NAILS & (6)' x 24' ARCH BLKG. & BUCK ° BLOCK HEADER --- �� TAPCONS T (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 1/2" DRYWALL10d NAILS x 11" NAILS AND ' 2 e: 8d NAILS AT 8" O.C. AT BUCK LEAVE A CUT OUT IN O.S.B. ON THE r (4) a" X 1 4' WEDGE BOLTS [ (1) STRAP = 1225 # , ; 2 x 8 45^ DIAGONAL (4)10d NAILS INTO INSIDE TO ALLOW FOR INSULATION (2) STRAPS 2450#]) BRACE(S)FOR 2 x 8 BRACE/ BLKG. TO BE INSTALLED FaR OVERHANGS BETWEEN OVER 1 v2^ 7/16° OSB �— BOND BEAM OR CAST CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. CUT HOLE IN O.S.B. FOR ._ IN PLACE BEAM °•'.. BUILT UP PLWD. BUCK ARCH PANEL 2 x 8 45 DIAGONAL BRACE AT EA. POLY -CELL IN THIS AREA �-., SCRIBE (NOTCH) ___ _ - * FACE OF ARCH W/ (3) 10d NAILS ARCH 4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHANG BACKSIDE TO FIT _ ( •' ' • ' CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. �'•', ' � . 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB RETROFIT WALL OVERHANG DETAIL (NTS) INSTALL WDW. SCREW ANCHOR ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 92 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/8" TO 11/2" — INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1-112" 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 ARG IF TRUSSES USED) W/ (3) #6 X 4A." WOOD k (2) 10d NAILS @ 8" O.C. SCREWS @ 16" O.C. MAX. OR IF MASONRY / / OSE TO TRUSS TOP CHORD 4' MAX. RAD. WALL USE (3) 1/4" X 3 1!2" TAPCONS AT 16" ARCH DETAIL rTv RygN 1'-0" 5'-0" O.C. 12 ` -� + �ry PLYWOOD SHEATHING SCALE: N.T.S. SS JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN + + `' - ,FINISH FLO _ 2x6 #2 SYP @ 24" O.C. ��_ + BLOCKING AS 2 x 8 BUCK - CONNECT TO BLOCK SECTION _ + - ROOF SHEATHING ATTACHED h + REQUIRED � G' -o `-��'--'�- • WITH 1/4" x 3 1/4" TAPCON (1 114" MIN. B -B o p EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL /+ + TO SUPPORT p 101 G a 95 BAR 1/4 MAX Z - O" TRUSS [ - SOFFIT Z, 0.. r p. L p CENTERED W/ ��'`� + - � • . , -.. 90" I -I IN TOP o BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS USP RT3A 2X4 SYP ,T, , BLKG. & BUCK 2X6 TO 2X4 EACH TRUSS >-__ __ _� Q KNOCKOUT / w 1 X 4 FURRING /' _ _ - - _ o CHAIR BLOCK 8d NAILS @ 8" U.C. AT BUCK J/ CONNECTOR - - 2 x 8 VERT. W/ (2) 10d _ J - NAILS AT EA. END PROVIDE (2) MIN. CONT. W/ (3) SIZE AND RE NFOP ROPLAN �[� / PROVIDE 2 x 8 DIAG. BRACE BTWN, —--_ � TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS - VERT. BRACES WHEN HGT. OF _'_ _j ------ BRACE EXCEEDS 24" BUCK- (1) WITHIN 4" JACKTRUSS PROVIDED BY SCHED. CLEAN FILL LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 _ BRACES INSIDE TO ALLOW FOR INSULATION ARCH ENTER SO IT DIRT / z 2 x 8 VERT. O —�-- #2 SYP @ 24" O.C. TO BE INSTALLED 4'-0" MAX SEE PLAN PRECAST LINTEL - ' • U A.. °G STANDARD a 90° HOOK N BUILT UP PLWD. BUCK- � SCRIBE (NOTCH) BACKSIDE 7116" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN • ° TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4/Z' WOOD FOR OVER HANG FILLED CELL, --' c c ' (MAX. 4'-0') a _ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAXI OR IF MASONRY o V V BTWN. OSB ARCH FACES W/ (4) 10d NAILS —EQUAL EQUAL WALL USE (2) 1l4 X 3 1/2 TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x $ O.C. ANCHOR INTO ARCH BLKG.�- STEMWALL FOOTING SIZE AND SECTION ENTRY L SECTION @ ROOF EXTENSIONrm-,-� REINF. PERLAN AND STEMWALL PER INSTALLATION DETAILSARCHARCH DETAIL LALi @ MONO TO STEMWALL FOOTING SECTION DETAILS - SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = T-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 EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXISTING BOND BEAM. EXTENDS TO SILL. MASONRY WALL. SEE PLAN FOR C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL SEE SHEET D2 AND 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EXPANSION STRIP — DRILL 3R IN MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACEFLOOR PLAN FOR SET BAR N EPDXY A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO CAP TO PREVENT LEAKAGE REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS HTT16 W/ (18) - 16d NAILS TO BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER WHERE THIS CONDITION STUDS & (1) - 5/8" DIA. ALL � #5X6' EMBEDDED INTO COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 THREAD ROD EPDXIED W/ EXISTING BOND BEAM (1) #5 BARS CONT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS o TOP WITH MIN. 3" SIMPSON "SET" EPDXY MIN. �� IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6-0' F.F. 5" EMBEDMENT & 3" MIN. �\ Q FILL CELL FULL HEIGHT W/ SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER I EDGE DISTANCE ` [ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP _ u NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE \ o a A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL a ° _ �� - U FOLLOWS: I I=1=1 II I Ir I Ir 1-f I-- a 1 REINFORCING AS - —SEALANT = — — _ — �� ~ Q I -I I I_I I_I I I-111_111- #5X6' EMBEDDED INTO �...: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ' f, EXISTING FOOTING 2 #5X6' IN CONC. * REINFORCING INTO PLACE. :.; /\, " L SPLICE W/ P I I=1 I= 11- PRESS PANEL REINF R �'`�'`�����' -•�;:; :•.,.,;:',�••::� `���'•� - ... � 6 MIN. AP P * F MORTAR BED AND TROWEL ,..::.;::..;. — COVER PANEL REINFORCING WITH UPPER HALF 0 ' h..°;-,; , jf REINFORCING PANEL p III—III-I r� N FILLED CELL �. DRILL 3/4"X6" MIN. HOLE SMOOTH. DO NO FURROW. Y` _ '� ;..•.;-,;.`:, .:. �;... '`�.,�..�SET BAR IN EPDXY - *: ;.,;.:;; p I I III F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT .,,..,. ,•,.;,..,: J GRADE o. O FURROW. MAINTAIN UNIFORM JOINT WIDTH. % 6" MIN. LAP �• G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE Q ' NOTE: REMAIN FREE OF MORTAR.z ' i SEE GLASS BLOCK INSTALLATION NOTES. r � � . � p ; `", ~'�- L,4' SAW CUT H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEALANT ^� TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL —(2) #5 REBAR. MIN. 3" �� JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 16"MIN. COVER EA. WAY eA SECTTOOL JO _WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)*(110 mph FASTEST WIND -130 mph, 3 SEC. GUST. FRC TABLE R301.2.1.3) EXISTING FOOTING1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN *(110 mph FASTEST WIND =130 mph, 3 SEC. GUST. FBC TABLE 1606.1.6.1) GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP RETROFIT FILLED CELL DETAIL SCALE: 3/4" MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. - - = 1'-0" SCALE: 3/4" =1'-0" K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. �x N C D }, N co vi C N CV a� (DEOo o M 000 -7 cn v(c.\1f; E O 4) ° 0 0 rt5 .L N D 0 m 2LLMY -E O Y cv 0 CLO ' U 0 Q. wLo 0 To the best of die 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 Oils drawing. O T -i m 6 j n o ® Qin � C) d' fuW� i N [• Z -r- 4-J Z W �_ ra W --I --� O (D Lr) qJ Ln V y- oz 2 LLI WLR Lu i;t.-�zoo O} O qLL U U2: Z 2L Z Z H Nr -z w r-A,=I u LD o��ojoo v~a.=Oz T-4 �17,� Lr) un li7 Lu J Lu J Q z u 0 ... uj L oz� >- U N W OZ cyHOZZ 0 1� uj ® Lr)(D W W0 z O L.9 ¢�P' W l V LLOj *DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X -BRACE AS SHOWN- INSTALL BLKG. AT TRUSS WEBSRADIUS FOR NAILING CROSS BRACING DETAIL (TYP.)(�—j SCALE: 1/2" = 1'-0" BLOCKING ° ° ° X -BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB SEE ,,�—ROOF —PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING TYP. BETWEEN TRUSSES TRUSS SECT. A—A p` ,q G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING ACK MAX__----__ 24" SPAN (EITHER USSES -- - -HIP SIDE OR BOTH IF REQ D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 2 SCALE: 1/2"=1'-0" NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS USP JUS46 OR JUS461F (2) 2x8 #2 SYP W/ t _ BUCKET TO COLUMN 7/16" O.S.B. FLITCH i i�ti PLATETOP @ TRUSS I i-. BRG � _ SUPPORT COLUMN BUILT-UP � - (2)-2x4's OR 4x4 W/ (2)-10d I NAILS @ 8" O.C. EACH PLY I I (SHOWN AS 4 x 4) I 11 I 11 :: - i I (2) USP HTA20's TYPICAL BLOCK ,`\ ` ` ; i� w/(10) -10d x 1 1/2 EA. TO COL. WALL ------ALT: (2) USP MSTAM36 � �` STRAPS CENTERED w/(13) -10d NAILS Ea TO COL. l '� TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: 1/2" = T-0" JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT '' ---- CLIP EACH TRUSS T ' -_. "' ..-_ (SEE ROOF PLAN FOR TYPE) _ _z- FRAME OUT TO I 1-''---. � 'y BLOCK EDGE h �� `` —SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING — ATTACHED PER NAILING SCHEDULE -I 2x SPF #2 AT 16" O.C. ;_ �� - J - --BUILDER FRAME FL AS REQUIRED KNEEWALL ENTRY FRONT WALL s SCALE: 1/2" = T-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS y '' U) � u CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. 0 , Q) Nco O or U -co nor; E O N Ii, 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY BE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB (D m ami ra �- ) U (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN 2 x 6 #2 SPF 48" O.C. rn 0 A _ BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO WI (4) 10d TOP & B D. t d Q A. C.3 INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE -ENG. TRUSS 2x8 . NAILED @ EACH BOTTOM USP RT7 yw- NC7V9t COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES SIDE w/ 12d NAILS WHEN w/ (3) OR HCLR/LL W/ 8 - 8d L r WLW B "�T..o jQ i!{? yu"n OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d specifications comply with U,e 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. �f SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & W/ (14) - 10d X 1 1/2" EACH M z .N M � Q (n SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION © aimn ry a 0 Cy) > OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED N = z -JJ LU J ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER J O (a %COLLAR TIE tt) Q1 Ln V A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVERY 3rd 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS i RAFTER 0 0 w 6� O ED LL, M � LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING O F � a 0 O r O a 0 z Q V SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" _ w ~ Z QLU dW O.C. MAXIMUM. L _ _ --2x4 SPF 2 ogo ong T� S w V N O IF �OZQ 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D - - (2) #7X 3-1/2" WOOD J lU NAILS AT EACH TRUSS INTERSECTION. Cg—= =� SCREW EACH TRUSS 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 @ 48" O.C. DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOTTB _ ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. B-\ DB --j: �¢o¢ 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS NBEVEL CUTS Q pD Uy LLJ DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE -ENG. TRUSS (OPTIONAL) Lr) ® LU Co N � 2X4 DIAGONAL AT 8'-0" O.C. � 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP 1 LU 0 LL �¢oS MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. N N' ® xz Q a W � t 1L I DIRECTION TYP. � A W z W DIAGONAL---_ 2x8 #2 SPF RIDGE BEAM � SCALE AS NOTED PLOT DATE : 01/31/2011 VERSION NO. AT 8'-0" WOOD MAX TRUSS �C �C 2x6 #2 SYP RAFTERS FOR SPANS 4FT JOB NO: 11-0051.01 SHEET NO. D 1 TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT 7 CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 -- -- ---- ---- --�--- � WOOD TRUSS J SCALE: 1/2" = 1'-0" A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 1/2"=1'-0" STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ n ROOF SLOPE WOOD WALL—\ OR TRUSS. —2X4 CONT. W/ (2) SEE PLAN 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: 3/4" = T-0" f F�@ (D y '' U) � u C V c I- 0 , Q) Nco O or U -co nor; E O N Ii, o bo m 0 : v 70 v Cl) (D m ami ra �- ) U CL 0 0Q CO to Q rn 0 A _ b�. _ B D. t d Q A. C.3 .� yw- NC7V9t a cus ,14 L r WLW B "�T..o jQ i!{? yu"n ¢a y 0 To the best of the engineer's knowledge and understanding, die structural plans and specifications comply with U,e 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. �f 0 N M z .N M � Q (n j O © aimn ry a 0 Cy) > F¢- L.LZ.)z n N = z -JJ LU J J O (a tt) Q1 Ln V z 0 0 w 6� O ED LL, M � O F � a 0 O r O a 0 z Q V _ w ~ Z QLU dW T—i ogo ong T� S w V N O IF �OZQ J lU Ln w Q �¢o¢ LUF- or Z V Q pD Uy LLJ oaa�o0 LL,® Lr) ® LU Co N � oF-H11Ja� 22��oa 1 LU 0 LL �¢oS �aG1Cy0Ljz O N N' ® xz Q a W � t 1L I ~ W z W z ®g � SCALE AS NOTED PLOT DATE : 01/31/2011 VERSION NO. 3mO8 JOB NO: 11-0051.01 SHEET NO. D 1 RETROFIT CONNECTION PROVIDE RETROFIT CONNECTION HTT16 (EACH SIDE OF STUD PACK) PROVIDE HTT16 (EACH SIDE 6" FROM CORNER EACH WAY W/ 5/8" OF STUD PACK) 6" FROM ATR EPDXIED 6" INTO BOND BEAM CORNER EACH WAY W/ 5/8" WITH EPDXY. ATR EPDXIED 6" INTO BOND 1/2" SHEATHING BEAM WITH EPDXY. ((1) FLUSH W/ TOP HTT16 IS ADEQUATE FOR SEE FOR 2 OF MASNORY & 8d (1) MSTCM40) BLOCKING NAILS T/B FLANGE - - DETAILS 2x STUDS - @ 2-0" O.C. C 0 (2) 2x HEADER SEE PLAN 3 G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SCALE: 11/2" = 1'-0" AS NOTED USP SPT24 @ EA. STUD W/6 -10d TO STUD & TO TOP PLATE 1111 0j q,01 USP LSTA24 W/(18) -10d NAILS P. 2 - 2"X4" SPF C USP RS150 W/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 1 O - _ NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. (al USP SPT22 W/ (6)-10d TO STUD & (4) - 1 Od TO PLATE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2"X SPF EMBEDMENT PAST STEP. BASE PLATE USP F SPT4 EACH STUD P RE -ENGINEERED @ HEADER / JAMB CONDITION -� - FLOOR SYSTEM OR IF BUILT-UP STUDS ARE -� EWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE SPACED W/IN 6" FROM OPENINGS (2) - 2"X4" SPF AND MULTIPLE STUD PACKS 'i TOP PLATES I ' G I INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS ' B 2 x 4 #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. AT 16" O.C. U.N.O. (2) 2x HEADER - OPENING LARGER THAN 4 ft (2) 2x SILL SEE PLAN PLATE W/ MP3 CLIPS EACH SIDE TYPF .F 2"X4" P.T. BASE PLATE - --�° PROVIDE EXTERIOR SHEATHING SEE FOUND. PLAN FOR FTG. REQ. ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER 2 ST. INT. BEARING WALL LOWER ROOF. AND EXTERIOR SCALE: 1/2" = 1'-0" SEE 8/D-2 FOR ALT. CONDITION (1) USP LSTA30 STRAPS BENT - USP SPT4 W/ (6)-10d X 1 1/2" OVER TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS `\ @ 24" O.C. W/ (22) 1 O NAILS �� (2) - 2X SPF TOP PLATE (2) 2x HEADER SEE PLAN 2x CRIPPLES @ 16" O.C.`INTERIOR HEADER W/ (2) 12d TOENAILS T/B (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS (2) - 10d TOENAILS AT EACH (1) 2x SILL PLATE W/ (2) 12d TOENAILS. END OF SILL (MAX. OPENING h OPENING LARGER THAN 4 ft (2) 2x WIDTH 4 FEET). IF OPENING � SILL PLATE W/ MP3 CLIPS EACH SIDE IS GREATER THAN 4 FEET BUT NOT EXCEEDING 6 FEET, -MIN (3) 2x #2 SPF STUDS @ END A MP3 CLIP IS TO BE OF HEADER SEE Q/S4 FOR INSTALLED AT EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH 11 END OF OPENING ------_-- - _. � USP LSTA30 CENTERED W/(22) 10d NAILS NAILED TO STUD PACK -FLOOR DECK W/ 1 O NAILS @ 8"o.c.-' -FLOOR TRUSS SEE PLAN FOR BEAM \ SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM 9 SCALE: 1/2" = 1'-0" (2) 12d TOENAILS 2 X 4 TO TRUSS TOP AND BOTTOM CHORD GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL BELOW AND ALT. BLOCKING INFO BLOCKING DETAIL 1. APPLY SUB FLOOR ADHESIVE TO 2X4 CONTACT SURFACE. 2 X 4 #2 BLOCKING 2 X 4 SIDE BRACE AT 32" O.C. BETWEEN JOISTS W/ (3) 12d EA. END TO HORIZ. BLOCKING SCALE: 3/4" = T-0" SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SEE 8/D-2 FOR CAN NOT BE INSTALLED ALT. CONDITION USP SPT4 W/ (6)-10d X 1 1/2" (1) USP LSTA30 STRAPS BENT @ 24" O.C. OVER TOP PLATE THEN DOWN (2) - 2X SPF TOP PLATE THE FACE OF HEADER/ STUDS W/ (22) 1 O NAILS (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ INTERIOR HEADER END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12dTOENAILS. REQ'D JAMB INFO , ` EXTERIOR HEADERS \� (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x 2x CRIPPLES @ 16" O.C. s SILL PLATE W/ MP3 CLIPS EACH SIDE W/ (2) 12d TOENAILS T/B (2) - 1 O TOENAILS AT EACH END OF _~~ SILL (MAX. OPENING WIDTH 4 2X CRIPPLE AT EACH END OF FEET). IF OPENING IS GREATER THAN 4 FEET, BUT NOT EXCEEDING OPENING NAILED TO STUD 6 FEET, A MP3 CLIP IS TO BE PACK W/ 1 O NAILS @ 8"O.C. ' INSTALLED TO EACH END PLYWOOD ATTACHED PER TYPICAL BLOCK WALL -----------' ALL -- ____ NAILING SCHEDULE f �- USP MSTAM36 STRAP(S) ; \\ - —TIE BEAM CENTERED W/ (8) 10d NAILS \ & (5) 1/4 TAPCONS. LOCKING CONTRACTOR MAY USE PROVIDE B SIMPSON MSTAM36 W/ (7) BELOW JAMBS 1 Od NAILS & (4) %4'x2%4' TAPCONS INSTEAD OF USP STRAP. EITHER STRAP IS ADEQUATE HEADER CONN. @ 2nd FLOOR 6 SYSTEM 42 SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SEE 8/D-2 FOR CAN NOT BE INSTALLED ALT. CONDITION (2) USP LSTA30 STRAPS BENT OVER TOP PLATE THEN DOWN THE FACE OF HEADER/STUDS W/ (22) 10d NAILS _z MIN (3) 2x #2 SPF STUDS @ END OF HEADER. SEE Q/S4 FOR REQ'D JAMB - h INFO. f� 2x CRIPPLE AT EACH END OF �. OPENING NAILED TO STUD PACK W/ 1 O NAILS TYPICAL BLOCK WALL SCALE: 1/2" = T-0" SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN )R 2 PLY GIRDER ;USS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. - 2x SPF TOP PLATE 2X CONT. RIBBON f` BAND JOIST & BLKG. -_S 0 OR LVL GIRDER USP MSTCM40 W/ (16) 16d SINKERS (BLOCK SOLID) SEE PLAN FOR GRANSTEM TYPICAL BLOCK TO FRAMING & (12)-1/4"X 2-1/4" � (1) 2x SILL PLATE W/ (2) 12d TOENAILS. PROVIDE 2x4 ON -... OPENING LARGER THAN 4 ft (2) 2x WALL ---- _____ - - TAPCON SCREWS TO MASONRY ATTACH SILL (MAX. OPENING WIDTH 4 FEET). (18) 16d NAILS & 5/$" IF OPENING IS GREATER THAN 4, @ 3" O.C. ANCHOR BOLT W/ p o o ro USP MSTC40 W/ (46)16d SINKERS MIN. 6" EMBEDMENT FLOOR TRUSS (2) USP MSTAM36 STRAP(S) 4 -` A D - -TIE BEAM CENTERED W/ (8) 10d NAILS FOR FTG. REQ. 2 STORY COL. TO WOOD WALL OR BEAM BELOW ' & (5) 1/4 TAPCONS. SCALE: 1/2" = 1'-0" .'• red CONTRACTOR MAY USE SIMPSON: . o Xel W SIMPSON (2) MSTAM36 W/ (7) MSTCM40 W/ (14) 16d SINKERS & (10) 1 O NAILS & (4) %4'x2%4' TAPCONS BELOW JAMBS INSTEAD OF USP STRAP. UL�*d41l001�+��0 � v %"x2%4' TAPCONS, INSTEAD OF USP GIRDER/COL, CONN. @ 2nd FLOOR To the bestof the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida STRAPS. EITHER STRAP IS ADEQUATE. signed and sealed for the structural portion of this drawing. 0 T' M N M SCALE:3/4" = V- 0" Z Ln L -M O J36 SECTION CORNER V FRAMING ATTACHMENT @ 2-0" O.C. C 0 (2) 2x HEADER SEE PLAN 3 G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SCALE: 11/2" = 1'-0" AS NOTED USP SPT24 @ EA. STUD W/6 -10d TO STUD & TO TOP PLATE 1111 0j q,01 USP LSTA24 W/(18) -10d NAILS P. 2 - 2"X4" SPF C USP RS150 W/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 1 O - _ NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. (al USP SPT22 W/ (6)-10d TO STUD & (4) - 1 Od TO PLATE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2"X SPF EMBEDMENT PAST STEP. BASE PLATE USP F SPT4 EACH STUD P RE -ENGINEERED @ HEADER / JAMB CONDITION -� - FLOOR SYSTEM OR IF BUILT-UP STUDS ARE -� EWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE SPACED W/IN 6" FROM OPENINGS (2) - 2"X4" SPF AND MULTIPLE STUD PACKS 'i TOP PLATES I ' G I INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS ' B 2 x 4 #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. AT 16" O.C. U.N.O. (2) 2x HEADER - OPENING LARGER THAN 4 ft (2) 2x SILL SEE PLAN PLATE W/ MP3 CLIPS EACH SIDE TYPF .F 2"X4" P.T. BASE PLATE - --�° PROVIDE EXTERIOR SHEATHING SEE FOUND. PLAN FOR FTG. REQ. ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER 2 ST. INT. BEARING WALL LOWER ROOF. AND EXTERIOR SCALE: 1/2" = 1'-0" SEE 8/D-2 FOR ALT. CONDITION (1) USP LSTA30 STRAPS BENT - USP SPT4 W/ (6)-10d X 1 1/2" OVER TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS `\ @ 24" O.C. W/ (22) 1 O NAILS �� (2) - 2X SPF TOP PLATE (2) 2x HEADER SEE PLAN 2x CRIPPLES @ 16" O.C.`INTERIOR HEADER W/ (2) 12d TOENAILS T/B (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS (2) - 10d TOENAILS AT EACH (1) 2x SILL PLATE W/ (2) 12d TOENAILS. END OF SILL (MAX. OPENING h OPENING LARGER THAN 4 ft (2) 2x WIDTH 4 FEET). IF OPENING � SILL PLATE W/ MP3 CLIPS EACH SIDE IS GREATER THAN 4 FEET BUT NOT EXCEEDING 6 FEET, -MIN (3) 2x #2 SPF STUDS @ END A MP3 CLIP IS TO BE OF HEADER SEE Q/S4 FOR INSTALLED AT EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH 11 END OF OPENING ------_-- - _. � USP LSTA30 CENTERED W/(22) 10d NAILS NAILED TO STUD PACK -FLOOR DECK W/ 1 O NAILS @ 8"o.c.-' -FLOOR TRUSS SEE PLAN FOR BEAM \ SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM 9 SCALE: 1/2" = 1'-0" (2) 12d TOENAILS 2 X 4 TO TRUSS TOP AND BOTTOM CHORD GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL BELOW AND ALT. BLOCKING INFO BLOCKING DETAIL 1. APPLY SUB FLOOR ADHESIVE TO 2X4 CONTACT SURFACE. 2 X 4 #2 BLOCKING 2 X 4 SIDE BRACE AT 32" O.C. BETWEEN JOISTS W/ (3) 12d EA. END TO HORIZ. BLOCKING SCALE: 3/4" = T-0" SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SEE 8/D-2 FOR CAN NOT BE INSTALLED ALT. CONDITION USP SPT4 W/ (6)-10d X 1 1/2" (1) USP LSTA30 STRAPS BENT @ 24" O.C. OVER TOP PLATE THEN DOWN (2) - 2X SPF TOP PLATE THE FACE OF HEADER/ STUDS W/ (22) 1 O NAILS (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ INTERIOR HEADER END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12dTOENAILS. REQ'D JAMB INFO , ` EXTERIOR HEADERS \� (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x 2x CRIPPLES @ 16" O.C. s SILL PLATE W/ MP3 CLIPS EACH SIDE W/ (2) 12d TOENAILS T/B (2) - 1 O TOENAILS AT EACH END OF _~~ SILL (MAX. OPENING WIDTH 4 2X CRIPPLE AT EACH END OF FEET). IF OPENING IS GREATER THAN 4 FEET, BUT NOT EXCEEDING OPENING NAILED TO STUD 6 FEET, A MP3 CLIP IS TO BE PACK W/ 1 O NAILS @ 8"O.C. ' INSTALLED TO EACH END PLYWOOD ATTACHED PER TYPICAL BLOCK WALL -----------' ALL -- ____ NAILING SCHEDULE f �- USP MSTAM36 STRAP(S) ; \\ - —TIE BEAM CENTERED W/ (8) 10d NAILS \ & (5) 1/4 TAPCONS. LOCKING CONTRACTOR MAY USE PROVIDE B SIMPSON MSTAM36 W/ (7) BELOW JAMBS 1 Od NAILS & (4) %4'x2%4' TAPCONS INSTEAD OF USP STRAP. EITHER STRAP IS ADEQUATE HEADER CONN. @ 2nd FLOOR 6 SYSTEM 42 SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SEE 8/D-2 FOR CAN NOT BE INSTALLED ALT. CONDITION (2) USP LSTA30 STRAPS BENT OVER TOP PLATE THEN DOWN THE FACE OF HEADER/STUDS W/ (22) 10d NAILS _z MIN (3) 2x #2 SPF STUDS @ END OF HEADER. SEE Q/S4 FOR REQ'D JAMB - h INFO. f� 2x CRIPPLE AT EACH END OF �. OPENING NAILED TO STUD PACK W/ 1 O NAILS TYPICAL BLOCK WALL SCALE: 1/2" = T-0" SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN )R 2 PLY GIRDER ;USS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. - 2x SPF TOP PLATE 2X CONT. RIBBON f` BAND JOIST & BLKG. ` OR LVL GIRDER 2x CRIPPLES @ 16" O.C. (BLOCK SOLID) SEE PLAN FOR -- FLOOR DECK TYPICAL BLOCK COL. SIZE � (1) 2x SILL PLATE W/ (2) 12d TOENAILS. PROVIDE 2x4 ON -... OPENING LARGER THAN 4 ft (2) 2x WALL ---- _____ - - - - USP HTT16 BASE W/ ATTACH SILL (MAX. OPENING WIDTH 4 FEET). (18) 16d NAILS & 5/$" IF OPENING IS GREATER THAN 4, @ 3" O.C. ANCHOR BOLT W/ p o o ro MIN. 6" EMBEDMENT FLOOR TRUSS (2) USP MSTAM36 STRAP(S) 4 -` A D - -TIE BEAM CENTERED W/ (8) 10d NAILS FOR FTG. REQ. 2 STORY COL. GIRDER r7 ' & (5) 1/4 TAPCONS. SCALE: 1/2" = 1'-0" .'• red �, CONTRACTOR MAY USE o Xel W SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING 1 O NAILS & (4) %4'x2%4' TAPCONS BELOW JAMBS INSTEAD OF USP STRAP. UL�*d41l001�+��0 � v EITHER STRAP IS ADEQUATE GIRDER/COL, CONN. @ 2nd FLOOR SEE PLAN FOR COL. SIZE FLOOR SYSTEM OR 2 -STY. FRAMING SCALE: 1/2" = 1'-0" SEE PLAN FOR CONN. NAILING AREA (TYP.) USP KST260 w/ (24) - 16d l ABOVE, (24) - 16d BELOW FLOOR SYS. OR PLATES USP SPT4 W/ (6)-10d X 1 1/2" f` BAND JOIST & BLKG. (2) 2x HEADER SEE PLAN OR LVL GIRDER 2x CRIPPLES @ 16" O.C. (BLOCK SOLID) SEE PLAN FOR INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. Q COL. SIZE � (1) 2x SILL PLATE W/ (2) 12d TOENAILS. PROVIDE 2x4 ON -... OPENING LARGER THAN 4 ft (2) 2x LOP OF 2x8 TO - - - - USP HTT16 BASE W/ ATTACH SILL (MAX. OPENING WIDTH 4 FEET). (18) 16d NAILS & 5/$" IF OPENING IS GREATER THAN 4, @ 3" O.C. ANCHOR BOLT W/ p o o ro MIN. 6" EMBEDMENT 1, 4 A D SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. GIRDER r7 �/,� SCALE: 1/2" = 1'-0" USP SPT4 W/ (6)-10d X 1 1/2" @ 24" O.C. (2) 2x HEADER SEE PLAN 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. Q EXTERIOR HEADERS � (1) 2x SILL PLATE W/ (2) 12d TOENAILS. PROVIDE 2x4 ON -... OPENING LARGER THAN 4 ft (2) 2x LOP OF 2x8 TO SILL PLATE W/ MP3 CLIPS EACH SIDE BLOCK OUT TOP (2) - 10d TOENAILS AT EACH END OFPLATE ATTACH SILL (MAX. OPENING WIDTH 4 FEET). W/ (2) 1 O NAILS IF OPENING IS GREATER THAN 4, @ 3" O.C. FEET BUT NOT EXCEEDING 6 FEET, A MP3 CLIP IS TO BE INSTALLED AT EACH END DOUBLE 2x4 TOP PLATE 2 ROWS 10d @ 3" O/C /TOP SPLICE 2x4 STUDS �/ ' �--DOUBLE FLOOR DECK PER PLAN `\;` 2x8 TOP FLOOR TRUSS PLATE (2) USP MSTAM36 STRAP(S) -� - 2X CONT. RIBBON CENTERED W/ (8) 10d NAILS 2x4 BEYOND & (5) 1/4 TAPCONS. -_-----TIE BEAM AGAINST 2x8 CONTRACTOR MAY USE STUDS SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING 2x8 STUDS 10d NAILS & (4) %4"x2%4" BELOW JAMBS TAPCONS INSTEAD OF USP STRAP. EITHER STRAP IS ADEQUATE HEADER CONN. @ 2nd r7i nr Nn rnru i m e c --®A ®1 SYSTEM 42 SCALE: 1/2" = 1'-0" PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: 3/4" = T-0" 2x4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. (1) USP LSTA30 STRAPS BENT OVER TOP PLATE THEN DOWN THE FACE OF HEADER/STUDS W/ (22) 10d NAILS --- 2x CRIPPLES @ 16" O.C. �\ W/ (2) 12d TOENAILS T/B \� (2) 1 O TOENAILS AT EA. END OF SILL. MAX. OPENING WIDTH 4 FEET. IF OPENING IS GREATER THAN 4 FEET BUT NOT EXCEEDING 6 FEET. A MP3 CLIP IS TO BE INSTALLED AT EA. END 2x CRIPPLE AT EA. END OF OPENING NAILED TO STUD PACK w/10d NAILS @ 8"o.c. USP LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. USP SPT4 W/ (6)-10d X 1 1/2" @ 24" O.C. (2) - 2x SPF TOP PLATE (2) 2x HEADER SEE PLAN -INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE -MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO -USP LSTA 30 w/ (11) - 10d TO STUDS ABOVE PLATE i FLOOR DECK -FLOOR TRUSS HEADER CONN. 2nd FLOOR 4 SCALE: 1/2" = T-0" DOUBLE 2x OR 2x TOP PLATE SEE PLAN --- 12d NAILS AT 6" O.C.TYP T&B (2) 2 x #2 SYP U.N.O.~~ 2x CONT. T&B�" 2x CRIPPLES TO MATCHJACK STUDS BELOW BOX HEADER SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION USP SPT6 OR SPT8 @ 24" o.c. (2) 2x TOP PLATE (2) LSTA12 WRAPPED UP AND OVER TOP PLATE / 2x CRIPPLES @ 16" O.C. W/ USP 1 I SP 22 & SPT24 OR SPT4 CONNECTORS @ TOP' PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO STUDS W/ (2) - HTW20 TOP & (2) HTW20 @ BASE TO HEADER (IF CRIPLLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) f —ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE TO CONNECTION DETAILS FOR � STUDS TO MATCH HEADER MORE INFORMATION STRAPS (2) LSTA24 — (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO -USP MP3 EACH END TYP. * FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED W/ (2) - 16d TOENAILS @ EACH END - �� - --- (2) 2x SILL PLATE Z2xS�TUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. SOB NO: 11-0051.01 SHEET NO. D2 L C m Q � cu 0 _ 70 c� 0 Co 'v6 O N o"'o a � ra m cd d U w -0 M t� co w co rp y-- �- N CO _�e N f �� U p o o ro LO 06 rn � A D " ` E9 D �/,� .'• red �, o Xel W dA h s r S ��7J N" c l✓ T_t '06 Z UL�*d41l001�+��0 � v To the bestof 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 T' M N M Z Ln L -M O J36 V no n p qj c�i Q •> T -i L � � _ L � �u-n I`. a� Z 0) M J LLLU J O M In Q) L U < oz LLJ Woo WWZz2-, vS�1W„o0 P O }. ZO < U CJ T a H Z P Z 3 W OC J OU T=iaD p� V = O � w N f-aozo J tD Lr) ko InW J oa LULu Uj U000� - G m IO_ O W!; 1— �..! N L� ZO'�Z LLJ 0 Lei ® ¢�S¢8p J oo N 06��Q*og- ol¢-� W <¢¢oo¢ z a�� o O y�L • V Lu J-YW ¢Q� U. W > ® z Lj g Z U) SCALE: AS NOTED PLOT DATE' 01/31/2011 VERSION NO. 3.0%u8 SOB NO: 11-0051.01 SHEET NO. D2 its required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building omponents listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your )cal product supplier should you not know the product approval number for any of the applicable listed products. -0 Category/Subcategory 1. EXTERIOR DOORS Manufacturer Product Description IlApproval Number(s) 11 Test Pressures A. SWINGING Plastpro Inc./ Nana Plastics ThermaTru Distinction Fiberglass Entry Doors Smooth Star/Fiber-Classic FL6184-R1 FL8838-R1 +65.01-65.0 psf +55.0/-55.0 psf FL822-R1 ABU44 ThermaTru Smooth Star/Fiber-Classic FL12441 +47.0/-47.0 psf B. SLIDING Fla. Extruders (Milestone) Series 1000 FL8409-R3 +45.0/-45.0 psf C. SECTIONAL Clopay Building Products Residential VUndCode Doors dV5 (8X7) FL5675-R3 +30.0/-32.0 psf Hurricane Tie RT16 Clopay Building Products Residential WndOode Doors W5 (16X7) FL5675-R3 +30.0/-30.0 psf RT7 (used it? wind speeds over 120rrph) (used in wind speeds over 120nyeh) Clopay Building Products Clopay Building Products Residential VUndCode Doors W6 (8X7) Residential VUndCode Doors W6 (16X7) FL5675-R3 FL5675-R3 +37.0/-41.0 psf +37.0/-37.0 psf FL820-R2 HCP2 Amarr Garage Doors Model #500 Classica (8x7) FL5427-R2 +40.1/-47.4 psf HDQ8-SDS3 FL10441 Amarr Garage Doors Model #500 Classica (16x7) FL5427-R2 +38.4/-43.7 psf FL11473 Embedded Truss Anchor Al Garage Doors Model #600 Stratford (8x7) FL5302-R1 +40.11-47.4 psf Embedded Truss Anchor HTA20 Amarr Garage Doors Model #600 Stratford (16x7) FL5302-R1 +38.4/-43.7 psf D. OTH ER HHETA40 FL11473 Embedded Truss Anchor Quadra le 4 inch Said Soffit 121-0" HSUR/1_410 FL10655 Heavy Skewed U Hanger -ZD 2, WINDOWS FL10456 Heavy Truss Strap HTV1116 FL820-R2 A. SINGLE HUNG Fla. Extruders (Milestone) Milestone Series 1000 SH Std -Sill FL9262-R2 +45.0/-45.0 psf B. HORIZONTAL SLIDER Fla. Extruders (Milestone) Milestone Series 1000 Horizontal Slider FL9236-R2 +45.0/-45.0 psf C. FIXED Fla. Extruders (Milestone) Milestone Series 1000 Fixed FL9242-R2 +45.0/-45.0 psf D. MULLION Fla. Extruders (Milestone) FE5709/57'10/571'1/5712/5713/5714/5718 F E5700/5701 /570215703/5704/5705/5717 FL3'136-R3 N/A E. OTHER FL10655 Joist Hanger HUSC412 FL10655 Joist Hanger ITT 3. PANEL WALL THO FL815-R1 IUT FL10531 A. SIDING Alside Coventry Vinyl Siding FL12103 +86.5/-86.5psf__ B. SOFFITS Kaycan Ltd. 12"/16" Vented Soffit FL12199 +70.0/-70.0 psf C. OTHER FL10447 Slopable/Skewable Hanger LSTA12 FL10852 Strap Tie LSTA12 FL816-R1 LSTA18 4. ROOFING PRODUCTS LSTA18 FL816-R1 LSTA30 FL10852 A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), XT25 (and AR), XT30 (and AR) FL5444-R2 N/A B. UNDERLAYMENTS LTS12 FL10456 Twist Strap LTW12 C. ROOFING FASTENERS FL10456 Twist Strap LTW16 FL820-R2 D. ROOF VENTILATORS Southeastern Metal Weather Vent FL11024 N/A FL10456 Twist Strap Florida Metal Products, Inc Vent RV10 FL2075-R4 N/A E. ROOFING TILES FL822-R1 LTT20B FL11496 Tension Tie F. ROOF TILE ADHESIVE LUS26 FL10655 Joist Hanger JUS26 G. OTHER FL10655 Joist Hanger JUS414 FL821-R1 MBHA3,56/11.88 FL10866 _ Masonry Beam Hanger NFM35X1178U FL578-R2 META22 5. SHUTTERS HTA24-18 FL859-R1 MGT FL11470 A. STORM PANELS Metal Tech, Inc Galvanized Steel Storm Panels FL722-R2 +103.0/-103.0 psf KST248 FL822-R1 Alufab Galvanized Steel Storm Panels FL4804-R2 +104.0/-104.0 psf FL822-R1 MSTAM36 FL11473 Strap Tie for Masonry 6. STRUCTURAL Twist Strap MTW12 FL820-R2 MTS16 FL10456 COMPONENTS MTW16 FL820-R2 MTS18 FL10456 A. WOOD CONNECTORS/ ANCHORS Simpson Stroh -Tie USP Structural Conn. MTS20 see chart see chart Twist Strap B. TRUSS PLATES MiTek Industries, Inc. Truss Plates FL2197-R3 N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644-R2 N/A PA51 FL11476 Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL'1645-R2 N/A D. MATERIAL FECP Corp. Cast -Crete) High Strength Concrete Lintels FL158-R3 N/A Stud Plate Tie SPT24 Wekiwa CP Pre -cast and Pre -Stressed Lintels FL1418-R2 N/A SPT4 FL821-R1 Lott's CP Lintel FL12045 N/A ET Commercial CP Precast 3 Prestressed Engineered Conc. Lintels FL -1774-R2 N/A HD Titen FL2355-R3 Powers Steel, Inc. Power Box Lintels FL6264-R1 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of co of the product approval, oval 2 the these products, the following information roust be available to the inspector on the jobsite; 1) pay p pp ) performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, i understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE Simpson & USF' Cross over Chart With Product Approval Numbers Florida Simpson Produc Number Florida Product Approval Number Product Description USP Product Number Florida Product Approval Number A34 FL10446 Framing Anchor MP34 FL822-R1 ABU44 FL10849 Adjustable Post Base PAU44 FL569-R3 CS22 FL10852 Coil Strap Tie RS300 FL822-R1 H3 FL10456 Hurricane Tie 7.0 IDENTIFICATION edge into the undersell trim.) 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 Quadra le 4 inch Said Soffit 121-0" HSUR/1_410 FL10655 Heavy Skewed U Hanger -ZD HTS16 FL10456 Heavy Truss Strap HTV1116 FL820-R2 HTS20 FL10456 Heavy Truss Strap HTW20 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 I -Joist Hanger THO FL815-R1 IUT FL10531 I -Joist Hanger THF FL815-R1 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 LTW18 FL820-R2 LTS20 FL10456 Twist Strap LTW20 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 MT312 FL10456 Twist Strap MTW12 FL820-R2 MTS16 FL10456 Twist Strap MTW16 FL820-R2 MTS18 FL10456 Twist Strap MTW18 FL820-R2 MTS20 FL10456 Twist Strap MTW20 FL820-R2 MTS30 FL10456 Twist Strap MTW30 FL820-R2 Tension Tie MTS27B FL822-R1 PA51 FL11476 Foundation Strap TA51 FL816-R1 SP1 FL10456 Stud Plate Tie SPT22 FL817-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 71,7.046.3747 w- -M- V& HKR Engineering, Inc. 14 -IQ E, Market St ; r 01te B York, PA 1463 2I Januafy 2009 Nick ` hornpsorl, Fraducc Nltlllager `a'idirigt& IY1C[als ilssoelalcd vfaterials, LLC 3773 StateVoacJ. C uyahng'a.b`aNsc ()trio 447.>3 Ftortda Ev;doatior, Craxellhy Vinyl Si ii tg FL ' 2007 Dear Mr. Thompson; The following )Associated IVlateriaL, vniyL siding, product: Coventry has peen tested and analvled Jn c'onfotmiTtve with A5TNI D 3679-05 a; required by I'lorida Building Code 2007 p 11 1srafihs 1404.9 aucl 1,40 1 l,, plus Florida Code 2007 puragrapli iO3.11 Structural toszin„_to ASTM D 5206, as required by AS TNI M D. 3679, was done at Architectural Testing, Inc. and is reported in 77945.01.109-40 and 82537.01-1e9-40. `1'e3ling wa,; flone for /- lsidc:, Inc.,mRich is owned by A Sotti.tt:d Materials; LLC. Coventry vinyl sidiug• i5 Produced itt 5 cotlfigurati,oils, trouble S", Duuble 5" 4utclilap, Doubts 1", Llothb),e A" llutchlap and Triple 3'; all with a th Lhnrss of 0,042" A doublalthick feaiijue ofthis oil htlro oto{ tDis that it has a "tolled edge: null hrc m which Iota) a ( ttaye,ll*fbkrm�d a coolbipudicp of rational and cornpara6ve, analyses on this product, whiuil iuc(utfes the IllanWADlry tequirem_ents of Annex 7\1.2.1 in ASTIR D 3679 In.swflpti5a TIaSt be over 51S" rCtn 'iInt nlablu sheathing i Crn im 1 nh p1 ones]_ Ills [a[tat)ratl.fdateners tTi(latbe roohrnguaiIs with 3/8" diameter head, 1/8" diaincw'sliai*, gad L rJurliriUut lenwth ,1f 1-57$ The utlowalale 0- igu, wind pressures fur all 5 confntL3Tati0rJa including Double i" Dciuble 5" Dotcnlap, Double A", Double 4" Dutchhtpv titk,!1'ri}dfe 3" ale +/-,173 psf for a' stmt spacing, +/-115,3 psf 'for .112 stud spacio J1 gN96.5 1 sf for 16" shod spacing. In olds./ to lchicvc these prtss mores, all stud ntu$thstva nail„ if th^nh and all nads rtnu, ( he Sit sold 1, Tire about; troll o ycan lie cnnlpatcd direetly to the required wind loads in Chapter 16 of the t iorida Binding Code. I trust ilia[ this iiiforination ]s sufficient for lie project. noccls. If there are any questions about this lepor.t, or if anything. a,ddi.fiouill is required. please advise,rrie. rx y4 Sincereily yours; Allcfl [ 1. Reevss P.E. 3truclural) n2mr�ec �� e -min i l}}orrdtr-Lisch n No, 19554e,Cc: 0010005 .S y Y4N4.]At 117.846-3147 HFA: Engineering, inc. '1418 E, Mtuk2t lot.., atlitQ B York, PA 17403 Tod Berman, f'.C„ AdniinlWiIOG Florida Buildtne, Code Coilgu,ission Ted klerrnan and rAsso.ctute's, LLC. 925 40,'13, cel, Suite IN Alimui Beavii, Florida 331,10 RF,: CL:rtificaticlnof (ndt:p0ltrlence Dear l`vlr. 13erinan; Installing soffit and fascia Please note: Although vinyl sotft's are manufactured with the same exacting standards as all vinyl ploduds; UV Inhibitors ate not added to the vinyl foullclation as soffit:; are not exposed to direct sunlight Fur Oils,eason, vertical or horizontal --'-- .....'-- installation of soffits on walls is not recommended and cannot be guatail eed, fi:da v alwrvwvmr, Installing trim - Option A as When fascia is applied without exposed nailing. („I ' f charRwt r With open cave: Secure F -channel to the uxterior of the fascia with the top leg resting against Um better]] of the board. ',(;Lure F -channel on wall, level with the / - F-channet on Ulu fascia. ;alit ,,;,o With closed cave: Use a J charhnel in place of the F -channel at the wall. Securu all Option A channels every 12" on center, in center of nail slots. jra9Ci1 r Installing trim - Option B ! ell, When so'Itil only is applied, or when fascia panel is secured to underside j br ro of wood fascia. With open cave: Secure F -channel to the wall and to the inside of the fascia hoard, level will each other. Cutout back of channel to fit around rafters, if needed.„Jr / With closed cave: Substitute J-channols for Ire F -channels. I t ria N✓ soffit wall Secure all channels in Ire center of lire nail slots, 12" on center. Oplion 13 Irisfalling soffit ti:ni 1. Measure the distance behveen Ills inside of the inside and outside buns. Allow4� i M1 114 per side for expansion and cut the panels to IcngUi. Insert panels into him*. Fur eaves over Win width, you well need to install intermediate nailing supports to keep the soffit from sagging. ] 2. Inter ock panels as you would vertical siding. Closed soffitcan be seared every 12 on center. 3. When fascia panel is not being applied, use an F -channel or J -channel at corners Diagonal Iiin use of I110 overhang to property finish tie installation. 4. When *off is meet at a corner, the joint eon either be diagonal (mitered) or square N -- (both illustrated). both methods are made with J -channel or 11-channel.*til r r,M I rr 1 Straight thin use 1ch;,,rhR; H (tunnel Installing soffit and fascia Installing fascia 1. loslall an undersill Will at We top of the fascia board. 2. Measure distance from tiro bottom of Ihu F channel to Uro lop of Ute undersJl bins, and then subtract 1/4- for deaninue. Cut panel to',vidUh. 3. Perfusate Ulu cut edge using snap -lock punch approximately every 8", ensuring the 'tabs" face outward. 4. Hook the leg of the fascia panel over Ulu F -channel, and snap (lit) labs into the undorsill Win. If soffit is not being installed, hook the fascia dii ecty over the fascia board. An alternative to shop -lock punch attachment is to *lido the lop of the fascia behind metal drip -edge. Overlapping fascia 1. overlap fascia by cutting the bottom edge of the underlaying panel, leaving a 11/2" tab to be inserted into overlapping panel. 2. overlap 314" (half the distance of the notch). Capping fascia To make anrur cap;, cul a piece of vinyl fascia that is 5 112" long 1. Mark the vertical cenlelfine oil the back of Ura piece. 2 Cul a 90" sedum of the bottom tango from the center, leaving a 41° angle on either side. u"Jewl tem .�..2 Fascia installation KAYCAN'" I KAYCAN" ICC -ES Evaluation Report ESR -1495 Reissued November 1, 2008 This report is subject to ra-examination in two yuors. www,ic;-es:orc 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the international Code Council' DIVISION: 07 -THERMAL AND MOISTURE PROTECTION Section: 07460- Siding REPORT HOLDER: KAYCAN LTU. ONE MEMORIAL DRIVE RICHFORD, VERMONT 05470 (602) 846-7010 www.kaycan.corn EVALUATION SUBJECT: KAYCAN PVC SIDING to EVALUATION SCOPE Compliance with the following codes: u 1000 international Building Code' (IBC) • 2006 International Residential Code' (IRC) a 1997 Uniform Building Carlo- (UBC) ■ BOCA' National Building Code/1999 (UNBC) 1999 standard Building Coco' (SBC) Properties evaluated: Exterior veneer • Wind feal:itanae 2.0 USES Kaycan PVC Siding Is used as an exterior vonoor and as clusuru malarial len the underside of exterior roof eaves' (soffits). 3.0 DESCRIPTION Kaycan PVC Siding Is horizontal and vertical lap siding arid soffits manufactured tram rigid polyvinyl chloride (PVC) conforming to thu ruquirumunls of AS IM D 3079. The string Is used as an cxleriur wall covering over solid sheathing arid as soffit. I he siding has a plain- or wood -grain loxturu and is available In various colors with matching trim, comms, and sha Nor strips.'rhe panels are a minimum of 0.040 inch (1 mm) lhiok. Lengths range from 10 to 12.5 feel (3048 to 3010 Ion,), Panels arc formed with an upper edge having nail shots and a lower edge that hook; into the upper edge of [tie lower course. Thu siding is produced in diffemnt pfolilos as du;cribod in Table 1 of this report. 4.0 INSTALLATION 4.1 General: Installation of the siding. Including the panels, cot lors. starter strips, trim and other accassory items, shall be in accordance with rhe manuraelure(s publishod installation i 13truullons, the applicable code and this report. In the event of a conflict butv.•aen lire tnanufocluier'c publishod installation insb ucllons and this report, this report Shall govem. A copy of the manufacturers published Installation Instructions shall be on the jobsite at all times during Installation. Solid sheathing Lind a water -resistive barrier shall be pruvided behind the siding, as required by the applicable coda. 'rhe uruwablo wind leads are as noted in thu proscriptive requlromcnls of the appllcablo code. Sea Section 4.2 for applications In uxco*s of the presuriptive ruquirurnonls or where the applicablo code does not provide prescriptive ruquirurnanls. 4.2 Wind Reshidace: Dc sign wind prossures roust be dctcrminod in accordance with Chapter 16 of the IBC, SBC, UBC or BNBC or sectun 301.2.1.1 of the IRC. In arcaswhcra the basic wind spued (3- 5ucond gust do not exceed 100 mph (45 m/s) 100 miles per hour (36 m/s) (fastest mile) under the UBC), and the buildiny i f 12 192 mmh in or equal (0 4U DBL height is less than ) 4 ( 9 Exposure C areas, Installation nhusl comply with the prescriptive requirements of IBC Section 1405.13, BNBC 1 •'' ;action 1406.3.3. SBC Section 1403.9 or UT C �oclion 14U5 as applicable. In jurisdichuns enfurciog the IRC, Installation much comply with the prescriptive requirements of IRC Section R703.4 for areas where the basic wind speed (3 -wound gust) is loss than 110 mph (49 this) in Exposure B. and due.-, not exceed 90 mph (40 m/s) in Exposure C or 05 mph (31 mis) in Exposure D. Fur applications In excess or the proscriptive requiren]ents, the design most be In accordance with IRC Section 8301.2.1.1. For applications in excess of Ilia prescriptive requirements, the Kaycan PVC Siding has an allowable negative wind load of 70 psf (3352 Pa) 144 psf (2 107 Pa) under the UBC) when attached to a code -complying, minimum 1/a Incfh-thick (10 rem), structural-ratud OSb shOalhing. The eidinU shall be attached with I'/, -Inch -lung (30 unit), u/,cinch-diumeler-head . nen cono*iun-reslslant (W mrr),'la Inch -diameter shank (J ), ,acting nails spaced U Inches (152 film) on center. Thu structural unearthing and training lu which the cuing Is ulluchud are outsidu the *cope of this report. rec•cs c.„nuerv„ 1crY�,r: ,.,� „pro be hp,urn:ol,u ,ep,o3e„1r„� „e,rr,ura vnmy mner,ue iG„r.,,,�r,r,Rat,,,rty,,,re,rrren. „�, „,r rr,ry r r,. cvnrr,,,ed u...fd'acdy", oyrl,e ;ver ur a......„o„fu!'1rr11"',r„ run,uc. e G„u „nWy by Iccr l,o,ro„ Snvlce, h,t, ay ori_"I'L'cA,,u U hu wy%rn,lfn y o,'vll,a,',nnll.r in rM1fr,:yv,r, w' ur fu nnyr,.crG,cr curt, ul Ly ll,a rrFv, 1. _ tints" N = Copyrh�ht © 2ou0 P.ylo 1 or 2 Fie< 717-0`}6.U355- 2'1_ January 20Q1 In conformance ,vith Rude 913-72.110, F.A.C. "Criteria for C ultilicatJiou of Independence", I offer the following. I am .t iegis'telcld professional engineer in. the state of hlorida with liceusc uu(nher 11354.. 1 work i,(r u t,vp person consulljng uIlLICi,Ufal engineering turn, "ffR Engineering, tut,", of which l ale the llhajority oRvner,. In Illy :vor;; per for Ill illy, an evaluoticul, t do not Gave, nor .vitt 1 acquire, a financial interest in any e.omp}uhy Inanufaetuung or dimiibuting products'f9r which the reports old being issued. In my work perfornuuglin evaluation, i tlo not have, ur will I 1cqliie. a. IllldiCii;ll interest in arty, other.entity involverl it tile approval process of the, product. 7 l trµs[ that tills is sufficient (Orthe Iloritl 1 E,uUd,illg CQdc COIIllnljojt)r-i's requircnunt;. II there are ail �questigns about 1163 CettlfiCatiorl of indc1midunpc,4, yr if anylhlug ddditt4Dat- is iequirud, pleas,8 advise IIIc. Sincerely Yours; HIt E'n8,1'ueerrng, Inc. tA/len Cd. hwves, l`: E.. Chhdf Engineer Cc: rASaouia ed Nlattl lals, UC 09010005 nota, Fascia overlapping Fascia capping ESR -1495 I Most Widely Accepted and Trusted Page 2 of 2 . W, - 3 tae a hand seauier or metal sUaiyhledge to fold fascia prey a duality control program with inspOclionS by along vedreal centerline to make it right-angled ;nap 1�x�t 2upah comae eacih tl de 4. Using a 5P.iprluc1K punch, make 0.0 EVIDENCESUBMIrfED or Is a sultablo allornalive to what is specified in, those codes labs just below the lop edge of the listed in Section 1.0 of this report, subject to the fullowing Double 61nch Horizontal corner cap, making sure that labs 6.2 Data in accordance with the ICC -ES Evaluation Duuble 6 inch Horizontal Dutch Lap face outward. Install corner cap by 5.1 'rhe siding is limited to installations on buildings of Type Double 5 inch Vcl11W1 locking the buttem over the existing 6.3 Quality dorumentallon in accortlmu;o with the ) x1 F-channelandsnapping the top by the IRC, as applicable. 7.0 IDENTIFICATION edge into the undersell trim.) �1z11r rg vt vv}(v 11_ 9r identified by a stamp boating the Kaycan Ltd. name and/or with of the applicable code. hadomark, the product type, the statement "Conforms to 5.3 Tho siding shall be installed only on exterior walls over ASTM 6pecifcatiun D3679," rho statement"Conforms to UBC solid sheathing capable of reslslhlg design wind KAYCAN'" I KAYCAN" ICC -ES Evaluation Report ESR -1495 Reissued November 1, 2008 This report is subject to ra-examination in two yuors. www,ic;-es:orc 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the international Code Council' DIVISION: 07 -THERMAL AND MOISTURE PROTECTION Section: 07460- Siding REPORT HOLDER: KAYCAN LTU. ONE MEMORIAL DRIVE RICHFORD, VERMONT 05470 (602) 846-7010 www.kaycan.corn EVALUATION SUBJECT: KAYCAN PVC SIDING to EVALUATION SCOPE Compliance with the following codes: u 1000 international Building Code' (IBC) • 2006 International Residential Code' (IRC) a 1997 Uniform Building Carlo- (UBC) ■ BOCA' National Building Code/1999 (UNBC) 1999 standard Building Coco' (SBC) Properties evaluated: Exterior veneer • Wind feal:itanae 2.0 USES Kaycan PVC Siding Is used as an exterior vonoor and as clusuru malarial len the underside of exterior roof eaves' (soffits). 3.0 DESCRIPTION Kaycan PVC Siding Is horizontal and vertical lap siding arid soffits manufactured tram rigid polyvinyl chloride (PVC) conforming to thu ruquirumunls of AS IM D 3079. The string Is used as an cxleriur wall covering over solid sheathing arid as soffit. I he siding has a plain- or wood -grain loxturu and is available In various colors with matching trim, comms, and sha Nor strips.'rhe panels are a minimum of 0.040 inch (1 mm) lhiok. Lengths range from 10 to 12.5 feel (3048 to 3010 Ion,), Panels arc formed with an upper edge having nail shots and a lower edge that hook; into the upper edge of [tie lower course. Thu siding is produced in diffemnt pfolilos as du;cribod in Table 1 of this report. 4.0 INSTALLATION 4.1 General: Installation of the siding. Including the panels, cot lors. starter strips, trim and other accassory items, shall be in accordance with rhe manuraelure(s publishod installation i 13truullons, the applicable code and this report. In the event of a conflict butv.•aen lire tnanufocluier'c publishod installation insb ucllons and this report, this report Shall govem. A copy of the manufacturers published Installation Instructions shall be on the jobsite at all times during Installation. Solid sheathing Lind a water -resistive barrier shall be pruvided behind the siding, as required by the applicable coda. 'rhe uruwablo wind leads are as noted in thu proscriptive requlromcnls of the appllcablo code. Sea Section 4.2 for applications In uxco*s of the presuriptive ruquirurnonls or where the applicablo code does not provide prescriptive ruquirurnanls. 4.2 Wind Reshidace: Dc sign wind prossures roust be dctcrminod in accordance with Chapter 16 of the IBC, SBC, UBC or BNBC or sectun 301.2.1.1 of the IRC. In arcaswhcra the basic wind spued (3- 5ucond gust do not exceed 100 mph (45 m/s) 100 miles per hour (36 m/s) (fastest mile) under the UBC), and the buildiny i f 12 192 mmh in or equal (0 4U DBL height is less than ) 4 ( 9 Exposure C areas, Installation nhusl comply with the prescriptive requirements of IBC Section 1405.13, BNBC 1 •'' ;action 1406.3.3. SBC Section 1403.9 or UT C �oclion 14U5 as applicable. In jurisdichuns enfurciog the IRC, Installation much comply with the prescriptive requirements of IRC Section R703.4 for areas where the basic wind speed (3 -wound gust) is loss than 110 mph (49 this) in Exposure B. and due.-, not exceed 90 mph (40 m/s) in Exposure C or 05 mph (31 mis) in Exposure D. Fur applications In excess or the proscriptive requiren]ents, the design most be In accordance with IRC Section 8301.2.1.1. For applications in excess of Ilia prescriptive requirements, the Kaycan PVC Siding has an allowable negative wind load of 70 psf (3352 Pa) 144 psf (2 107 Pa) under the UBC) when attached to a code -complying, minimum 1/a Incfh-thick (10 rem), structural-ratud OSb shOalhing. The eidinU shall be attached with I'/, -Inch -lung (30 unit), u/,cinch-diumeler-head . nen cono*iun-reslslant (W mrr),'la Inch -diameter shank (J ), ,acting nails spaced U Inches (152 film) on center. Thu structural unearthing and training lu which the cuing Is ulluchud are outsidu the *cope of this report. rec•cs c.„nuerv„ 1crY�,r: ,.,� „pro be hp,urn:ol,u ,ep,o3e„1r„� „e,rr,ura vnmy mner,ue iG„r.,,,�r,r,Rat,,,rty,,,re,rrren. „�, „,r rr,ry r r,. cvnrr,,,ed u...fd'acdy", oyrl,e ;ver ur a......„o„fu!'1rr11"',r„ run,uc. e G„u „nWy by Iccr l,o,ro„ Snvlce, h,t, ay ori_"I'L'cA,,u U hu wy%rn,lfn y o,'vll,a,',nnll.r in rM1fr,:yv,r, w' ur fu nnyr,.crG,cr curt, ul Ly ll,a rrFv, 1. _ tints" N = Copyrh�ht © 2ou0 P.ylo 1 or 2 Fie< 717-0`}6.U355- 2'1_ January 20Q1 In conformance ,vith Rude 913-72.110, F.A.C. "Criteria for C ultilicatJiou of Independence", I offer the following. I am .t iegis'telcld professional engineer in. the state of hlorida with liceusc uu(nher 11354.. 1 work i,(r u t,vp person consulljng uIlLICi,Ufal engineering turn, "ffR Engineering, tut,", of which l ale the llhajority oRvner,. In Illy :vor;; per for Ill illy, an evaluoticul, t do not Gave, nor .vitt 1 acquire, a financial interest in any e.omp}uhy Inanufaetuung or dimiibuting products'f9r which the reports old being issued. In my work perfornuuglin evaluation, i tlo not have, ur will I 1cqliie. a. IllldiCii;ll interest in arty, other.entity involverl it tile approval process of the, product. 7 l trµs[ that tills is sufficient (Orthe Iloritl 1 E,uUd,illg CQdc COIIllnljojt)r-i's requircnunt;. II there are ail �questigns about 1163 CettlfiCatiorl of indc1midunpc,4, yr if anylhlug ddditt4Dat- is iequirud, pleas,8 advise IIIc. Sincerely Yours; HIt E'n8,1'ueerrng, Inc. tA/len Cd. hwves, l`: E.. Chhdf Engineer Cc: rASaouia ed Nlattl lals, UC 09010005 nota, Fascia overlapping Fascia capping ESR -1495 I Most Widely Accepted and Trusted Page 2 of 2 Wind resistance of Inc sollit panels Is outside the scope of 5.4 The siding is manufactured in Rlchford, Vermont, under this report. a duality control program with inspOclionS by 5.0 CONOITIONS OF USE Architectural Testing Inc. (AA-U/6). 'Ilia KoycunPVC Siding dosahbedinlilts rupurlcompllo,wlt], 0.0 EVIDENCESUBMIrfED or Is a sultablo allornalive to what is specified in, those codes 6.1 Manufacturers publishud installation insbuclions. listed in Section 1.0 of this report, subject to the fullowing Double 61nch Horizontal conditions: 6.2 Data in accordance with the ICC -ES Evaluation Duuble 6 inch Horizontal Dutch Lap Guideline fur Vinyl Siding (AC37), dated Octobor 2008. 5.1 'rhe siding is limited to installations on buildings of Type Double 5 inch Vcl11W1 V -B (IUC), Typo 5B (BNBC), Type VI (SBC), and Type 6.3 Quality dorumentallon in accortlmu;o with the V -N (UBC) wnslnlclion, and to constmction permitted Acceptance Criteria for Quality Documentation (AC10). by the IRC, as applicable. 7.0 IDENTIFICATION 5.2 the exterior walls shall be braced or sheathed to resist The Kaycan PVC Siding described In this report shall be racking lauds with approved materials in accordance identified by a stamp boating the Kaycan Ltd. name and/or with of the applicable code. hadomark, the product type, the statement "Conforms to 5.3 Tho siding shall be installed only on exterior walls over ASTM 6pecifcatiun D3679," rho statement"Conforms to UBC solid sheathing capable of reslslhlg design wind Standard 14-2", the name of the inspection agency pro*Sures bud] positive and negative. 'rhe sheathing (Archileumral Tasting, Inc.), arid the evaluation report number shall be covered with a walor-rosi*live banicr, as (LSH -1495). required by the applicable colo. 12' - 0" rABLE 1-KAYCAN PVC SIDING MODEL PROFILE LENGTH - - Dowd G` Dalton Si,glu 7 incl, Verewl 101-01, U-4 Avant/ Uoublo •l Inch Horizontal Dutch Lup 12'- G" D-4 Mmquls Doublo 4Inch Horizontal 121. 6" D-5 Contcssa Double 61nch Horizontal 12, - 0" D-5 Elegance Duuble 6 inch Horizontal Dutch Lap D-5 Vcrtical Double 5 inch Vcl11W1 (1) ICC Evaluation Service, Inc., does not have, nor does it intend to acquire or will it acquire, in manufacturing or distributing products for which Lewiston Doublo 4.5 inch Horizontal 12'- 0" Newport Single 0, inrh Horizontal HY-0" Ocean Park Bevel Dout;le 4.5 inch Horizontal 12'- 0" Ocean Park Cove Duuble 4.5 inch Horizurllel 12'- 0" Pluinum Series D-4 Daubla 4 inch Horizontal 12'- 6" Platinum Series D 4 Dutch Lup Double 4 inch Hii(wonlal Dutch Lap 121-0" Platinum SOILeO T-3 'rripho 3 Inul Ho,77tal 12' - 0" Pruva U ­ el. 4.6 l,d. Hwlzwdul 12'-U Slofia Doubt. 4.5 H01'GVlllul 121-01, T-3 Classle Triple 3 inch Horizontal Dutch Lep 12'- 0' T-3 Horizontal F,pie 3 inch r horizontal _ 121-0" Vented a' Duuble 4 Inch Perforated Satlt 12' - 0" Vented 10" Double 5 inch Peduraled Saffil 12• - 0" Solid 1a" Double 5 inch Solid Soffit 12'- 0" Center Vented 12"/Solid 12' Triple A inch Partially Perforated Soffit IT - 6" Vented 16" Ouadluplc 4 inch Perforated Sofro 121-0" Solid 16" Quadra le 4 inch Said Soffit 121-0" Ll 1U V � r� (D ICC EVALUATION SERVICE, INC. � Evaluate •Inform + Prosect Lw ?undo Bu3inca3/Ttcgional Of - • 5360 Workman Mill li-d • Whiric4 CA 90601 (562) 699-0543 phone • (562) 695.4694 fIx 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, in manufacturing or distributing products for which >�� o a financial interest any company evaluations are issued. (2) ICC Evaluation Service, Inc., is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. (3) ICC Evaluation Service, Inc., does riot have, nor will acquire, a financial interest in any distributing for which reports are being issued. 0� (4) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial Interest in any other entity Involved in the approval process of the product. PnNosso - President ICC Evaluation Service, Inc. ^ � W 0 U 1. eR.rowl OIIIce • ]150 W,•,tman trill ft.,.0, wk rise, C+Id�,•i W6al • (1611 599..9111 11311.11011 199.941'0 O (2 O Q� O LL O -ZD V-) O - +� Q Q M W cf" G Z Q J SHEET NO, PA 1 V � r� ICC EVALUATION SERVICE, INC. � Evaluate •Inform + Prosect Lw ?undo Bu3inca3/Ttcgional Of - • 5360 Workman Mill li-d • Whiric4 CA 90601 (562) 699-0543 phone • (562) 695.4694 fIx 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, in manufacturing or distributing products for which a financial interest any company evaluations are issued. (2) ICC Evaluation Service, Inc., is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. (3) ICC Evaluation Service, Inc., does riot have, nor will acquire, a financial interest in any distributing for which reports are being issued. company manufacturing or products (4) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial Interest in any other entity Involved in the approval process of the product. PnNosso - President ICC Evaluation Service, Inc. 0 1. eR.rowl OIIIce • ]150 W,•,tman trill ft.,.0, wk rise, C+Id�,•i W6al • (1611 599..9111 11311.11011 199.941'0 www.icc•o.org I n.r;_1 Oro,,• 700 M•„utlnr R„aJ, S�,c .1 tlu n nrA.m. Aeb ria R.,10 11 em.e • 1011 Wer, FW.--. R .d. C.•­rr Qlub r la. firm •„ x413 • (103) 199.1103 W cf" G Z Q J SHEET NO, PA 1 -1 - I 7, K � R a I I 15 il -@� " 9 Eauntor Doors -.1.11 - __ - r,�jo,-Mflht-.I�­ 11 'i, k ,,, I , M,K,i,..1,,,,,`� , I I a Ljow@71411 , ', llra�._� , - SWI riding Exterior Door A,sambfie. , 1.1"'i", ,, �4 '' � I, 41 _111 !I . , Evaluation Report from a Florida fti,glstanad A,,J 2;fas =ZYKI-211 TIE �1 I ____� ___ . UQ - 15 - .ocre , cu,� It I Ld", ot,.�t:.U,l I ',I, ."'.. .� 511111�1 go I] IlIj [ �.. s I it,,j � I,,,au,,.,� j ,X 1,tal 1 burs �,. Puip I Ln,; ; '.1111 I .1 � -1 "- ' ard-It Ap It ... I additional Uta linitItluns, "ItIll-Uln uAluctlin's 'I'd Created by Ill U,pon dour t Th 1, d P ,, Ly: Yes R' Evaluation = �Ilalrd,c.py Received ,�i#5-P, UsER P11U I -1 .� F U,id. Engine., Or Achitt,l, Name who developed Lyridoo r. Schmidt LzL,LLAjr,aX,L,,_ , ,b, ,,Lq�, I ZL!�R;.,jLjc,zUjjp, t, A,Vbutitiel 0-11 J Fl. 4 FLCI04-RI PE -431109 Application Type Rovil, ON I National Accreditation and Mdrd9Qmant Institute Cud- Vut5l.11 2 U 117 �/jl/zl)12 " A pplice tion Status Approvi,"i %yan J. King, P.E. cut, If "ll"J C,Udt1d by findropenduirt Third Party: YU." 0' Validation Clha,Uklolt - rdrd�uipy pat;Qlvad 1". ad 11 E L r� I 6 4 t K I ULLI CKKT_�_] LIN _UL LEE _DE K E, af Product Manufacturer pwtpro Inc. / Nanya Plastics Corp. Addessillion.yLuldil 52UU W CJ IURY ULVU 101, 1997 LOS ANGELES, CA 900,15 I U I/�-S,-.�ZNAFS 2002 (,14 0 I 96V773 Ext iG ASIM LIOUG/61996 20", raiiuc.,,,,ul]C,.�pl,�tpr�i.�.�.,,I ASTM E330 Authorized Signature Ro I O'Ciinu.11 DAIS �01, 202, 203 191J4 roj��cortiellCi)plo-,tproinc.coTtI technical Repro,entativi? Addre5sj Phone/E.1011 Quality Assurance Kep-Q11tativa Add-Zi/PhOune/Enuall Category Eauntor Doors 'FL - --.--------.�--.".,--�---.---.�-- G1014.1 � Suicateg.,ii SWI riding Exterior Door A,sambfie. Fild,illilass U.Ir __ - Compliance Method Evaluation Report from a Florida fti,glstanad A,,J or I 1-1--tol impact Resholamit; Yes Created Uy Independent Third Party: Yes Flo, Joe P,.fej3I 11 11 I I ,If Oth- Sua IN57 6184.1 for Do " ally ELCIJ RI AP _FVAIL0IU1IA,Pdf Stan P,.,d.Io Ratlinkir additional Uta linitItluns, "ItIll-Uln uAluctlin's 'I'd Created by Ill U,pon dour t Th 1, d P ,, Ly: Yes R' Evaluation = �Ilalrd,c.py Received - G�04.2 F U,id. Engine., Or Achitt,l, Name who developed Lyridoo r. Schmidt (XI) or OX) Th. SideBRI Glazing Installed Utilizing tile Snap 1= t1f. L"Idub.'r Report J ' Limit. or Us. In.t.41.,ti- Insts-ti.- Florida 1.11-s. PE -431109 Ir.p.. Resistant: YeS Crooked Jay Independent 11,4d Party: Yes Quo y AbLAil.11c. Entity I National Accreditation and Mdrd9Qmant Institute dildltlo:5 I " 5. limitations, Installation instructions and Created by Independent Third Potty: Yes Q I ty Ags.IINK. C.,,L,a,t Expiration Date bd�t �/jl/zl)12 " 61u4.j V,,IidIt,d By %yan J. King, P.E. (XU or ox) 1ho sucilta Glazing linstallod UtJl1zlN,j the Lip C,Udt1d by findropenduirt Third Party: YU." 0' Validation Clha,Uklolt - rdrd�uipy pat;Qlvad --I=- Umh. of Us- Trustalliathe. lliat-ti.n. Con If ri ca to . f Ill de pen it en ,a E L r� I 6 4 t K I ULLI CKKT_�_] LIN _UL LEE _DE K E, af lunpI,ult Resistant: Yes, C reated by Independent Third Party: Yes Referenced Standard Ind Year (of Si Standaid Y- product portcullis. (- ISIAI General Note 3 sheet 1 at 101, 1997 _____ - d. Distinction S Up to To x C�a opaque Fiberglass Single Do., .]in arlad I U I/�-S,-.�ZNAFS 2002 __ _11 _.. . Limits I Use ASIM LIOUG/61996 20", Apprr,wed for ,is. I. HVHZ: No FLO RI It trisr 184.4.pdf ASTM E330 2OU2 0-19 " P. -­­; N/A , eal-lict, R.TJ DAIS �01, 202, 203 191J4 Equi-louce of Product Standards Certified BY Suctions from the cud. ProductApprov,11 Method rIethod I Option D Date SuLanitUat 10/03/2001.1 L, I,, validated 10JUG/20U3 Oak * Pon blind FBC Approval IQ/19/2008 SAO Approved I 2/ I Q/Zuuu ­­­-, - Product, 4 - - M,d,cl, N.mJ or Name Descripticut 'FL - --.--------.�--.".,--�---.---.�-- G1014.1 � I. Distinction Series up to To x O'6 Opaque Single (X) InD,ving or OUJ I App,,,.,l for ", I., HVIJ IT. Fild,illilass U.Ir __ - __ Lindis of use 1-Inillati- Instructions April uved � FLOjLj_j,Lj if JUSf C _` no- I' "VJ tie _ _ ,18,1.1.pd App,.d.d for us. .."to. HVNZ: Yes Verified By: Lyndon r. Schnildt, P.E. 43,1109 impact Resholamit; Yes Created Uy Independent Third Party: Yes udzign p­sn- N/A Evaluation, K�J Oth- Sua IN57 6184.1 for Do " ally ELCIJ RI AP _FVAIL0IU1IA,Pdf Stan P,.,d.Io Ratlinkir additional Uta linitItluns, "ItIll-Uln uAluctlin's 'I'd Created by Ill U,pon dour t Th 1, d P ,, Ly: Yes Product particulars. __ ..-. __ - G�04.2 __ Up to :f'o x G'8 Opaque Friberulawsi Single Door with 51delite product particulars. (� lt;aa General Note a sheet I Of (XI) or OX) Th. SideBRI Glazing Installed Utilizing tile Snap 1= Drawing TO. FL -6104.5 regarding sidelite protactIon-) J ' Limit. or Us. In.t.41.,ti- Insts-ti.- Approved Iurr use I,, 1.11111: 11 fL,r_,jj,L Rj 11 IJ F 3113d 2,nd Approve it for ... . .fiddle I JVHZ: Yes Verified By: Lyndon F. Schrricit, P.E. 11� -109 ' Ir.p.. Resistant: YeS Crooked Jay Independent 11,4d Party: Yes Design P, -a.,.: I I/A Evaluatou Rep.. to, 0 the, - JUST 6104.2 far Design Pressure Ratings, any J dildltlo:5 I " 5. limitations, Installation instructions and Created by Independent Third Potty: Yes prod, st particulars. (--Sao Gencirol Note 3 struck 1 of DI1whnj IT.. FL -6184.2 regarding didelite P1.6ild-u-) I 61u4.j to'. Sale, Up to a -U x 6 8 Opaque Fbargi,ist; Single Door with S-IdWito, V" if ad by: Lyndon F. ScImIdt, P.C. 43409 1 (XU or ox) 1ho sucilta Glazing linstallod UtJl1zlN,j the Lip C,Udt1d by findropenduirt Third Party: YU." Lite Screw rroun, .__ --I=- Umh. of Us- Trustalliathe. lliat-ti.n. - &jgl. App,.v.d fur mi� In JJVlJ No FL6184 . Ily ld�5�T 1: - �_,�_ I App- d I ..... No inside HVNZ: You Vernlital By F. ,.fill, P.E. 43409 a' lunpI,ult Resistant: Yes, C reated by Independent Third Party: Yes C Design Prassure: N/A valuation Reports 0 th- See JUST 6184.3 far D,sl,dN Press-ruie Rating,, buy EL&I RI AE E�L&� 34.'3. -df add, I a III use ImItationt, Installation Instructions and Cleo by mdcTpcNdent Ihlrd Party: Yes product portcullis. (- ISIAI General Note 3 sheet 1 at U. -Int Pro, FL -(J ,ag.rdi " . - 9 �id __ tit. protection- 1- ___ :7:::T _�111.4 _____ - d. Distinction S Up to To x C�a opaque Fiberglass Single Do., .]in arlad __ S!d,l I tag ( DXQ) Tile Sidulito Gia,i ... j Installad Utilizing tile __ _11 _.. . Limits I Use 1, .up Frame. ___ ------- __ ____. ­ ___ Li it. of us. flnitin't'lilti.. i1nit""t; n. "" Apprr,wed for ,is. I. HVHZ: No FLO RI It trisr 184.4.pdf ApiJ fen, us. oUtColt HVJ Yes Verified By: Lyndon F. Schmidt, P.E, 43409 Arnip-1, Roxistaint! yes Created by Independent Mind Party: Yes 0-19 " P. -­­; N/A , eal-lict, R.TJ _ Th. r EVALGI84.Tpd () th- 51, ,r i84.4 far Uosign Pressure Rating,, any FILGIT14 RI.AE additional use Imitations, lubtallaiJ instructions and Created by IndQpdndcnL Third Party: Yes 0 ,a do dt Particulars. (- IS,a General Not. 3 sheet I of DravvIng No. FL -6184.4 regarding sidellte frot-U..' ') _ - - 6164.5 t. Distinction elle5 up to g'O . 6S Opoque FliaQrgla5s Single Door with D"Im"i'll C,ditcd Jay IrdcpQudQnt Third Party: Y.,i SIdelites (uXO) The 5dQlite Gld�hrg Installed Utilizing the _�d- LIP Li�e Screw rrame.___________j ____ , _____ - --------- - Linuts of Use I ... tallatiom 1-t-th-to App,,,.,l for ", I., HVIJ IT. FJ _Bt 11 1N3TGIOj,5L_-Ildf � Appr.Otd for ... umt.id. HVJ Yes Vern ad By: Lyndon F. Schmidt, P.E. 4340q 1, ,pt Rosi.tamlt; Yes " Cre�,-�Ud by Irdependent Thind Party: Yes Design Pro .... ,t: N/A Ev.1-ticur Raraut, Other; See IBST 6184.5 for Design Pressure Ratings, any fu_r� a4 L6_ ALL- �L _R,f_AE EVA 1§4- , df addition,[ cou limit.Lion5, Installation instructions and Created by Independent Third Porky: Yes product particulars. (� lt;aa General Note a sheet I Of - --.---.---- . I ____ ------- Drawing TO. FL -6104.5 regarding sidelite protactIon-) __.- 6184.G '-'--- f. urstincLI,ni Series I- - tip to 6 0 x W6 Opaque Double (XX) Ins.i.9 11, Outtwing Appil 1oUQ1I Type Revl�lor I'll,dLjIlass Pon, __.__ Li nita cif Us. just'llation Inst -6.11S App-oad fur " I" HVJ 110 FLrI134 gl 11 TNSTGI04,§�Vd_f . for .:* All- . outside I ,VJ Yes V" if ad by: Lyndon F. ScImIdt, P.C. 43409 1 iu,J Resistant; Yes C,Udt1d by findropenduirt Third Party: YU." DeedUll Piroa­­ N/A Evaluation Retnurt- Other: Sue INST ;1i far Design Pressure Ratings, ally EL,�1u4_.E1_AL_LV_AJ_QI04 11-PU ,jilhia had use I imitantlon-, hittallation inatirLICtIQ115 and Circated by incapaud,nt Third Party: Yl� pro I', ct pe'tc. la's - ­_____ - -..-- __ ______._.,___________ G II34.1 g. Distinction suits Up to b'o x 6'8 opaque fiberglass Double [)Our With 21JU/ j�ddj I tU5 ( DXXO) ilia Sidelit. Gl,,zlnv in5tallical Utilizing tile __ S dro Franco, __ .. - � . - __ _11 _.. . Limits I Use Lust'llation In'ttucti-II, App .... d To, " , 11, HVIJ 11 FIGIII4 ILL, 1. N`_' r GUM 7 d Ap ,vivelt to , .:e ..,.I,] It ti YQS V .filed by: LYllddH F. SLI;11�ldli P.E. 43,IUU Imp -t RuaistanU Yu5 C,uIL,d by [1111111C.RICHt i Party: Ye, Design P -se- N/A Evaluation RvJ � Ohfi­ Sell INSr G164./ far U.:ikjn P�us-;Uru1iR,tI ... as, any FLO10 2U.cLE_EYA._�4P -1-M ,additional u,u 11,11t,it loll g, installation istiact onc; and C,ditcd Jay IrdcpQudQnt Third Party: Y.,i Product p,,tcUJa,s. C -S" Gon.111 Plot. �1 shout I Of 5675.51 C51 Aj,p I- 2FI53: 73, 75, Steel Pan (miu. 25 go.) SiP9ld-C3I (up to 9'0" wide) 0 - ­ .' - _�154A U-Ainij No. FL -6184.7 ,Us,NdIng sliding Indt"Llon") 6RS-T Resistant Litas ---------------- ___ I ____ -------:: - -,-- ------" ­ --,- , - 6. I ,I 1,11III31011 SellQ5 Up to CPO x G'U Np,aldu FlJ;Qr91abd1 Double Door with rL1, 5 dailies (OXXO) Ilia Sidlehlat GlaZing Installed UtiliZing tile Impact reSi5ldl It gi -11 I �19 are mp,ct­sJ,t,jjt lid, ge urtia5ijut Cloaked by Independent Third Patty: No Up, Ito Ft I Ow Fr are. ____________ - -_ . ....- Li ... it. of Us. - � ljoit'llAtiurn Inith-tion. A p P, -dad f.:: n:.. I.,:, I I V " Z: N . L,� I a," I I I "I � r ii ",I . t�, pa Appi-ond to . talid, UJ Yes Ve,ifled by: Lyndon F. ScluNnit, P.E. 43 -109 J.Pact �..hntzut: Yes C rooted Uy Juddr,culd ,,it r Third Party: Yes D-ikm P, -d,,,.: N/A C -1 -ti- I ts Oth- So. III ST Gi far Baotou P,ussu,. J Illy EJ RI AE Evj��16LA4.dlpldr ad net ,a I , mritatiorid, JN,,taJJatJQrk ristructlans, ultra Us - and Created by Independent Third Party: Yes _t particular,. (,, I�;de lano,al Noto � sheet 1 of pro do �, __ - __ '6�15.53 , Or, "I'll, J FL-61tJ regarding siddit. Th.tacJ - I F-7- Eld I!- �­ ,-a I...,a,a.a­1_da_1jrr._ , 1.1.11.1 11 I,_'rl LiLt-or Souls . _'. !to e ." '"" 1� ... I I 'I', I �,.� IF tp , I p" , 4 "., , . % '�..: I , 'a � 6�1 ' 'i Svdriging Extorter Door Assemblies al 1 � I . , L'I'M 0 , III =a I wh . , I It ... . - li Lve I .oltion Report from I Florida Regkittled Architect -1 I 2 tc1;11iU 5 - , .,a ,,I ... I ; cast, I ­� ve..­­ I n,i i sbd�abacorsa, 1 -7.- -u � PuLtao. I I I., ,",,irr � D,'s sa. -, 1 u, iJ 1 - Ih ; l . . -, 10 '. P-iint APPI.O.1 lJ Evaluation Report - I lardi;opy Received _C,E PVAft,a93r3.I.pd ouldfiLlon"I U5D hunhatt"t;, Installation n,L,tP:t1Qu5 and Prik"us .(I I..d vb�u I., - I - --.---.---- . I ____ ------- juadarkilasevilf"-, I RIQA�l.a[U­lt �-Ivll Slossal ' Eo�-` -A:' arl'"I'" "It" U. F1Ia,rC145a:s" / '51,100thStal - Inswing InsuJ Opaque FlbQFGIo,a Do,- MU, and FL 9 FLII a 38-Fil FE -5413B Appil 1oUQ1I Type Revl�lor Notional Accreditation Ind Management Institute CO "I "" a.' VL 2007 12/31/zoii APPl1cItioe Status Approved L .F. Sch naldt, P.E. C'Nlululd5 38ju.j X Validate. Checklist - Hardcopy hac-iv-d A,chivod �3 FL.'P3q. .JRL_�-, �ckr OF tNQLPQjrjDFNCl=,idf Product Mallulacturar Ihorm'-Fru Corporation St,nd.,d Addield/Phaniv/Elinall I 18 Ind -Wil LAIrit, Accup bad E.gN.Uning Practice 21JU/ Udgu,t all, OH .13 5 i7 ASTM 11311, 2002 (419� 290-174 0 'IS", 111300 2004 �j��per5o,)Cq)tLt��1,1��Ngle5.US TAS Z02 Authorized Shjraturo St ... losperson .1,:,1T­,_oI,1,0,n, '4.Ud Ap 'ev d for use in KVHZ: Yes .Ppg.v4 for .so .."id. IJ Yes Verified By: Wendell W. Honey, P.E. 5415a P 'd �j,�p�,�Q,I"Lbttt�c[�,,�i�gi.".�� Oz. Pr ...... ; N/A IJ Rvports s"' rc,;J RunivSQ11tatIVO Adh, a' ,g/ P holle/Emill QUalty ASsurarcu rapresatnt4tivu Addle' ,I/Phon./F.1111IJ Categ.'y LiLt-or Souls 003U.1 -'-'----- Subcategory Svdriging Extorter Door Assemblies .Rhout SldQlTd, - (X, AID 0, Ox, OX0, XX and I)Xx1j Compliance Method Lve I .oltion Report from I Florida Regkittled Architect -1 I J .111711i,11�1,"a,,,Id o" Appl. ad fur ... I,, IJ Yes I - Flo,ido Professional Lingirear Impact Resistant: No Created by Ifidepe.dont I J Party: Yes t).adqu P--.: J E-1-111- RrInuld. lJ Evaluation Report - I lardi;opy Received _C,E PVAft,a93r3.I.pd ouldfiLlon"I U5D hunhatt"t;, Installation n,L,tP:t1Qu5 and Prik"us .(I I..d Florida Engineer or Pudlite,t Name who developed Wendell W. Toney - --.---.---- . I ____ ------- the Evalcoti.. REpult U. F1Ia,rC145a:s" / '51,100thStal - Inswing InsuJ Opaque FlbQFGIo,a Do,- MU, and � Florida License FE -5413B ,a i9ujjtJQNd up to 6B in height) ,:Z, - ---- ---.-- quality Adaurdnc� Entity Notional Accreditation Ind Management Institute App .... d f ..... .. toid. IJ Yes Verified BY: Wendell W. Tandy, P.C. -4156 I Quality Assurance CUuJ EXPIrstitill UjLQ 12/31/zoii 0 - See IN5T 6830.2 for Design �russuf- Rating,, any �L�_Ukg R I AP 5Q 1 W�Q4, )df ill - -E 11 � Voluatud By L .F. Sch naldt, P.E. a , ads hl:1dQ ilia HVHZ) . - - - 38ju.j X Validate. Checklist - Hardcopy hac-iv-d inound-i Corporation Cartirilde, Or Independence FL.'P3q. .JRL_�-, �ckr OF tNQLPQjrjDFNCl=,idf configurations up to TO in height) -__ � Reftre-al Standard ould Year (of Sourald) St,nd.,d Year 1 mp,,t Ro,dstant: NO Created by Independent Thild Party: you I Accup bad E.gN.Uning Practice 21JU/ additional 15c, limitations, Installation I'LluctRI15 and FLUUJU Rl A: EVALBS33.3.pdf ASTM 11311, 2002 �_7l_'1_1_______::::: 'IS", 111300 2004 without Sidelunits - (X, X0 or OX, QXO, XX and 0XX0 TAS Z02 1994 Eq, htalence of Product Standards Certified by Sections from the Coda Product APJ MaJ Method I Option U Data Submitted 0612412006 Date Validated U71"1`!UuU DILI, Pendirig FUC Approval 07/Iu/ZU06 Data Approved U9/15/2uua I. -I -e. or P -do." 11 FIL is I - - Medal, Numill ., Name D .... Illation ____ 003U.1 -'-'----- _,_ 7,. _,Fjut,�1d,, ------------- , c" / "gulooJ Cut,vving Insulited opaque Fiberglass Doors vidth and CulyliallCu Modica .Rhout SldQlTd, - (X, AID 0, Ox, OX0, XX and I)Xx1j � i MI. A"111""-i'l-0,11 coninginrItains up to WTI it, height) .----- __ ______ _ J f use 11�1�111.1n`,'"111 .111711i,11�1,"a,,,Id o" Appl. ad fur ... I,, IJ Yes I - Appr.vt,d four ... ..J IIVJ YII5 Verified By: Wendell W. Harty, J 54158 Impact Resistant: No Created by Ifidepe.dont I J Party: Yes t).adqu P--.: J E-1-111- RrInuld. Ott,.,: ',.a INIT 8.JU.1 to, L)O,I,j,i P jLglo Kj_LE EQ,E84 00-04.pd ,.,able Ratings, any _C,E PVAft,a93r3.I.pd ouldfiLlon"I U5D hunhatt"t;, Installation n,L,tP:t1Qu5 and Prik"us .(I I..d product i rtIcUlard. (Now, - ASTMI E13 -JO -02 UtIlUld for C,a,t.d by firdepaident Third Party: Yes areas Inside the HVI IZ) - --.---.---- . I ____ ------- 883812 U. F1Ia,rC145a:s" / '51,100thStal - Inswing InsuJ Opaque FlbQFGIo,a Do,- MU, and � .I t t 51,16111103 - (X, X0 or OX, OXO, XX and OXXcI Code Version ,a i9ujjtJQNd up to 6B in height) ,:Z, - ---- ---.-- - ­­­­_ ­ Limit. Of Use burtalletion. In.J ... Ap I loved four ... in "VJ Yes Fi - KLIT INST 118u' ­W App .... d f ..... .. toid. IJ Yes Verified BY: Wendell W. Tandy, P.C. -4156 I Impact Resistant; no Created by Independent Third Patty: Yes I Design Pressure: N/A Evaluation Reports 0 - See IN5T 6830.2 for Design �russuf- Rating,, any �L�_Ukg R I AP 5Q 1 W�Q4, )df ill - -E 11 � additional Us. limitations, InsWild6ion instructions .I'd Fr J RI AE EVAL 001L.2-.Ciff product particulars. (Note - ASTM E13OU-Q2 Itill.ed for C, ,a fail Ly Indapoindent Third Party: Yes � a , ads hl:1dQ ilia HVHZ) . - - - 38ju.j ---------- JbdrClj$tC' / "SINOCUISUIr' Outswing Insulated Opaque Fiberglass Doors will and I inound-i Corporation without Sld.lios - i XQ .1 OX, OXO, XX Ind OXX0 F Ad0.,d/PhOnQyElnjaI configurations up to TO in height) -__ � .- Li it. of Us. Installation ." I"11T1=1 A up ,I T.V . . . . . '-ded flur ... in HVJJ Yes FL8010 RA Approved for use outside HVJ Yes Verified By: Wendell W. Haroy, i 54158 1 mp,,t Ro,dstant: NO Created by Independent Thild Party: you I Design Pir-n- N/A Evaluation Reports Other: lite INST 8338.3 to ` Design Pressure Ratings, any FU�0-04.pdf additional 15c, limitations, Installation I'LluctRI15 and FLUUJU Rl A: EVALBS33.3.pdf product particulars. (Nota - ASTM E13flO-02 utilized for created by Independent Third Party: Yes areas !.,!it. tile HVHZ) _"Fibe,Cla1,1._1c­" _"Sulooth!Star" �_7l_'1_1_______::::: - d. / fins.ing Inlulated Opaque Fiberglass Doorswith and V vlan Wright I' without Sidelunits - (X, X0 or OX, QXO, XX and 0XX0 rnw­LdrfIeld(dicIOJpd�­Au conflundratlon5 up to I'd it L11±9_11L)__ ____ -=.--.-- Limit. of Us. =1i.," .1,:,1T­,_oI,1,0,n, '4.Ud Ap 'ev d for use in KVHZ: Yes .Ppg.v4 for .so .."id. IJ Yes Verified By: Wendell W. Honey, P.E. 5415a P 'd ,hu act Resistant; No Created by Independent Third Party: Yes Oz. Pr ...... ; N/A IJ Rvports s"' Othar: ��ee INST 883LIA for Design Pressure RIJ any R1 A' E Q-F_QjjkL �U,Tdf additional us. 11,11IJ 1-ctall3t[Orl ustrudbris and Fr PeRe RIL 8E__7�y�d RIF13BA.Tcl product particulars. (i - ASTM E1300 02 utilized for C-Und by 11 i d Op an it d. t Th 1, it Pd rty: Yes di,as inside - t . he HVHZ) .- I I -I---- ____ - � F.-IIII IN -1 --ti I '. r I 5*11ij Jiml �i E, tl � . 1 "��, 1q. wi "7 T = � E.tulidl Doors 2 22 . - I r �.,,p lr��, I , � I, I -1 r " ,4�v 15 a . I.Uj , .3 p " 1. CulyliallCu Modica IN A � i MI. A"111""-i'l-0,11 Horidd Pjafadsl dual Engineer - I " I r� � I—- 11 . � ."t", I,- . - .- . . .,�, . P1 . . . . . . I "I'll � , : . .. 11 T, r�_ug . -,; ....... I cost, I U,.,Nd,��U,Wll I u.it,". I ;,Uc,,Is.­,dt, I ,,Lttul.,L� [ adc­.al ! Ikx - I ctlu�',L,,M�P ; it- I -61 ! .1 I J � � #0 P,.d,,,t Alp.111111 � , U,M; puLk V­ ill. Evaluation Rupert 15�,48B,42!2,555 i"I'llIts, Alaj a.. , " r, .11 , , , I aP'li-ka, Us,." ti,stilc��kwk, --al, . &Jdlc�.I­ PC -43409 J A FL12441 Q us I ty Ass co Contract E.pi,Iti.,, Data Application Type rid,,v Ryoun J. King, P.E. Code Version 2UO7 lartricot'. of Independence Appli,sati.a. status Approved St..d.rd- y-1 Cou'llout" 10 1 11.5.2 1997 I Appi caflon Status Archives! 1A Comments PfOdUtt Mall.fdLtUrol inound-i Corporation A,,I,I,ad Ad0.,d/PhOnQyElnjaI Tie Indusuri'l Oil,. Product Manufacturer Clopay Building Products Company Edge;ton, CH 43517 Add,,x,,,/PI,QHQ/1Lm-iI Ub8S D N ke Blvd. (419 '90-1740 . Fla-, OH 45040 -�j�"P.,5g"qttte�h.�l,,Ui�,.u5 55, 400, 42B, 55S ________ .--.-------.. ------- .- -----., ., Authorized SkInatrue V vlan Wright I' Approved fan use cautsid. UVJ Yes Verified By: Malk Westerfield FL PE 43495 rnw­LdrfIeld(dicIOJpd�­Au ,k.ky,(9,wbldg.rsultdhta.,Rm AUthI,izqd Signature . Technical Reprecormitilia Addret,s/Phone/Eirall Quality Assuran,ce Repi,esuntatril Adn'U55/PhollodErnall Catega,y E.tulidl Doors Subcategory Swinging Exterior Door ASSLmbllc,, CulyliallCu Modica Evaluation R.pu,L fidN, I Fudda Registered Architect or a Licensed 024 W5 -.D PAJ 04A, Dull Steel Pan (min. 25 ga.) 5111gle-car (up to 9Y), wido) Horidd Pjafadsl dual Engineer I Eno, 1.cln; W � Im"ar I _"i"m , -I, .41 � ult X un , fif Evaluation Report - Harilcopy Received F Utica Engineer Of Architect flute 11110 develop.d I Lyndon F. Schmidt, P.E. ill. Evaluation Rupert 15�,48B,42!2,555 Florida U ..... PC -43409 Q,d�il, A�,,.1'aln1l' Irdity National Accreditation and Management Institute Q us I ty Ass co Contract E.pi,Iti.,, Data 12/31/20 I I V ,,, do tell By Ryoun J. King, P.E. FJ 75-R2 JI1, V,illd�dtiwn Chist.1,11st - HI,fl,dpy Received lartricot'. of Independence ik;�Q "I'll LL_12141 RO r;Qj__�-. �FICATE Q -NDENCE,puf __k,�Q __k,�Q __k,�Q __k,�Q �.�Q �.�Q �.�Q �.�Q Referenced Standard and Year (of Standard) St..d.rd- y-1 2U07 10 1 11.5.2 1997 I Appi caflon Status VA�; 202 1994 E 9 urvalcli,d of Product 3tandUrds Coalfield By I ­U.N, Non, Lite Cud, , , ""' " Ex dric, Doors -g��­, 'a - , 1110 .� I � � � 151011 ,!-I, 1 W ",�, I W , �t,111111_ 1, I 1.11111 - MR Wn '', ` , "UNI, coriplia- Method - �'Eil � - , 024 W5 -.D PAJ 04A, Dull Steel Pan (min. 25 ga.) 5111gle-car (up to 9Y), wido) F lo,ida prGl'a5sional Engineer I Eno, 1.cln; W � Im"ar I _"i"m , -I, .41 � ult X un j, i u;.­..y..­.,,, � ,o,,,,- i �lb-Isb"lood I -,-s � F.U�,,.­! IW�Lbl I tl:l-i 4�,o -P I j'� ;; s-" I � 4'.-r L-azi 1�'I" �­, P,"d",1 Approval �,. j ­.: "'Liz llj�l � f 15�,48B,42!2,555 Florida J , quality Assurance Entity Nta,L.kTestlJ Sar -,i-5 NA Inc.- ETL,tWIr.U,K Halsey itissds'LEilapiAtattial , icziu­Ar�loill :, �LEL�,I!duu_= , �­fidatutia _tbd Validated By F a FJ 75-R2 10 Val,dati.la Ch,tridst - Hold-py Received Application Type Rewli;icm E�gV2__J]1j1 AE CUPC 06.1-1-1 ,,1 Cade Version 2U07 EjL,J�75_J coi-i-tat-eir)�iiL-2-q.-ki42L�L,Aqn,�--g-f-E-, Cal-tIOn Entity-- I Appi caflon Status Approved ReferencQd Standard and Year (Of standard) Comments Achl-d ANSI!DA5MA Its 2QQ2 A,,I,I,ad D D,sn, pre. N/A ,In . Product Manufacturer Clopay Building Products Company IJ Z02 I 994 Add,,x,,,/PI,QHQ/1Lm-iI Ub8S D N ke Blvd. - . Fla-, OH 45040 ARSF, CRST, 6RSF, 2RST, 48, 42, 55, 400, 42B, 55S ________ .--.-------.. ------- .- -----., ., (513) 770-6062 Appi oved for use in HVJ NO FL5"5 R _P_1Q1z913_R_-ydj_R9_f Approved fan use cautsid. UVJ Yes Verified By: Malk Westerfield FL PE 43495 rnw­LdrfIeld(dicIOJpd�­Au -30 P'S r Design Pressure: +30 PSJ SF -oral-IJ Reports AUthI,izqd Signature . 5'.1ttiHorcilt.. Opt. glazing are available: (1) Opt. hijaction Molded LQxan fr arre & Glaziuly that UQEU meet Lite Large Missile Impact she IN tonlRdopay.win Region-. ('60DR) or (2) Opt. Frame 4 Glazing that DOES T,xhnl,bI Repre,entati,A, Address/Pholle/Emall Quality Assurance Representative Addiess/PhollejEniall category Ex dric, Doors I �; bC3tQgQFY ',,,,ones SQ,.t,Q,,Il Exterior Door A' ­ coriplia- Method E-NaLloll KQpdIL J a Florida registered Architect or I Licensed 024 W5 -.D PAJ 04A, Dull Steel Pan (min. 25 ga.) 5111gle-car (up to 9Y), wido) F lo,ida prGl'a5sional Engineer 73 ' 7.5, 1500, 190, 76, 76V, ,RST ' WINDCODE1,j) vV5 Garage Door We Evaluation Report - Flaril Received Fl 0 rida Engineer or Architect Manne y;hQ developed Scott Hamilton the Evaluatiou Report 15�,48B,42!2,555 Florida J PC -5.3186 quality Assurance Entity Nta,L.kTestlJ Sar -,i-5 NA Inc.- ETL,tWIr.U,K Halsey Quality As"LirIuce Contract Expiration Data 05/211/2u2s; Validated By Gary Pfuohler C reated by nalQperderit Third Party. No 10 Val,dati.la Ch,tridst - Hold-py Received Carlini or ird,p-Indan,e FL5§a R2 cut Cc !Ltfl,AUUjL_qL _hlder� �rglrtuLW Of Voludat -_EnULy,: E�gV2__J]1j1 AE CUPC 06.1-1-1 ,,1 Gal y_Pfuldfill-ClIf Created by ImictDculdout Th i,d Party: NO EjL,J�75_J coi-i-tat-eir)�iiL-2-q.-ki42L�L,Aqn,�--g-f-E-, Cal-tIOn Entity-- F �I d4jl_RD_fT__J I 1-1-11 . 1 . I'll ��,Au�l an i t 2 � ReferencQd Standard and Year (Of standard) Stand,, of ye'drE Achl-d ANSI!DA5MA Its 2QQ2 Created by III � per dent rhi,d Party: Yes - ASH,] C��O 2oQ2 D,sn, pre. N/A ,In . TArl 22 0 1 1114 Add-sy'Pli,iniALIllail IJ Z02 I 994 ,14.1 .-I df Ratings, E_�IZ_ _RO AE EVA UIAL __P_ TA5 2QA 1 9'd,l E 'I uIvIlen- .fPr.dU,t Standard, Certified By Suctions fr,,., the Cud. Product Approval slathad Method I Option D Date SUbmittod 0710112OU9 Date Valldlitud! 07/02/2uQ9 Date Pultdimg FBC APIJ OWU9/2009 Date Approved chill 1/2009 -------- - 024 W5 -.D PAJ 04A, Dull Steel Pan (min. 25 ga.) 5111gle-car (up to 9Y), wido) rf 73 ' 7.5, 1500, 190, 76, 76V, ,RST ' WINDCODE1,j) vV5 Garage Door Data Pending FBC Approval 4RSF, IR5T, CRISP, 2J 42, 42, ___ . _. dL1111111 � Los Ill : -1 -,;�Lcdll I Itt ,,,,,,, � S,b ____ 15�,48B,42!2,555 j, ,1%i��, P..d.,,L AP,J I , "r - 14 ,,Y,,d,n: POU , u -- L' 1� , Limit. of Use - In sk.11.1th.. instruction, Approved for usai in HVIJ No FUSC75JR2 IT 102110-Re,14TdIf Approved for ... outside FJ Yes Verified By:,Mdfk Westerfield Fl, RE 48495 I.,J Reaistant: NIA C reated by nalQperderit Third Party. No Do.iUn Pie .... e: F30 P5F/-32 PSF E-firIJ Rep., L. Quit All OPTIONAL glazings available to I tlli�. product E�gV2__J]1j1 AE CUPC 06.1-1-1 ,,1 nn --t that .]lid load ,aqbi,e.-t^, Ott he FBC. Two typos of Created by ImictDculdout Th i,d Party: NO Opt- glazing are avallahle: (1) opt. injection Molded J F �I d4jl_RD_fT__J I 1-1-11 . 1 . I'll franno 6, ClazIng that DOES in"L the Large Missile I ... pact App'_d ,,, " ,,, duntsid� HVJJ Yes , -,,a re,iiii-nouU, for Wi 11 "I'll Ulbrl� -, Cy,lic Plus, Achl-d RcIJI 0 jls (WEi or (2) Opt. Frame A Clazim, Itat DOES Created by III � per dent rhi,d Party: Yes - NOT meet tile Impact resistant requirement far WBDR. The D,sn, pre. N/A ,In . product wid glazlulj uQ�S comply ,[in the impact ra,isLault Add-sy'Pli,iniALIllail requirernent for WbUR (ref 1609.1.4 `U�:)� ,14.1 .-I df Ratings, E_�IZ_ _RO AE EVA UIAL __P_ ___ _____ - - - 5$75.25 025 W5_16 PAti k4A, 94, Steel pan (min. 25 gd.) Doucle-Car (9'2" to 16'0" w1de) 73, 75, 150U, 19D, 76, 76V, IRS], WINUOJDE�,�, V15 caraqat Door ARSF, CRST, 6RSF, 2RST, 48, 42, 55, 400, 42B, 55S ________ .--.-------.. ------- .- -----., ., ___ IT it..fU.a Inist.11.1tht. 1-tructi.n. Appi oved for use in HVJ NO FL5"5 R _P_1Q1z913_R_-ydj_R9_f Approved fan use cautsid. UVJ Yes Verified By: Malk Westerfield FL PE 43495 Impact J;eaintaut: N/A C reated by Incloperidort: Third Patty: No -30 P'S r Design Pressure: +30 PSJ SF -oral-IJ Reports other: Ali OPTIQNAI glazing3 available for this product FL5675 R2 AC rapir Q8jQ2.7-ARdf meet tha wind load requirements of the FBC. Two types Of Created by Independent Third Party: NO Opt. glazing are available: (1) Opt. hijaction Molded LQxan fr arre & Glaziuly that UQEU meet Lite Large Missile Impact & Cydic Pressure requirements for Wind-borne Debris Region-. ('60DR) or (2) Opt. Frame 4 Glazing that DOES NOT I nedt tha urps ct ­i�Uut r.qUi,eme-t far WUrR. [III product W/o giazing DOES comply with tile impact resistant requirement for WBDR (ref J609.1.4 FBC). 1 5675.51 C51 Aj,p I- 2FI53: 73, 75, Steel Pan (miu. 25 go.) SiP9ld-C3I (up to 9'0" wide) 0 - ­ .' - _�154A , 9,1�1)4�2,PA - -, T, WINDCQUER,1 W1 Card- Door .ill, Options[ Impoli 46, 4213, 4UU, 41R 6RS-T Resistant Litas ---------------- __ _________ li of Us. 1-t.11.1m. 1-th-ti.- ApTl fur u in lJ I FL5175 Z -11 -LO _1345-1�,_!L-_112��JO App -ed to e outside HVJ Yes Verified By� Mark Weserfluld FIL PE 40495 r = its Imp,,t Renistant: Yes C 'ated dy Indapurdant Third Potty: NO Design P-ts.le: 133 PSF/-42 P5F Evaluation Reports OUJ Solid doors (no glazing) or doors alth optional F"5_b7_d­d2 A�_�Qp' 0 g I 02 7 -A, lid Impact reSi5ldl It gi -11 I �19 are mp,ct­sJ,t,jjt lid, ge urtia5ijut Cloaked by Independent Third Patty: No I ... Pact). - - ----- ____ - 5675.52 ---"'-- -'------'--' OIZ I.-- IA""'__ 73, 75, Steel Pan (min. 25 go.) Single Cur (tip to 9'0" wide) pairings, FLI?,151 RQ AE E Lk�IZJ41 2,pd 41% 42b, 4,35, 4FIS F, WhrJOCUDEE) WE I if.ey", "" .�drdge DO., r6l�-�s� .any additional Use Innilati,ins, Installation nst-tio- RST - - - - .- - ____ _____ LhulUI of Use installation Insli ... -1219 - P-RaN12'Dol Appr ... d I., ... in HVIJ I FL9675 _R2 11 10 - � App .... d for - outside FIVJ Yes Verified By: Mark Wastuffi - Id LPE4B495 Inli Resistan : No Cr,dtcd by independent Third Party: No Design lo -sum; i 38 PSF/-42 PST` Evaluation, FJ Otheri The glazing avbilabla for th!s product the FL5,6/5 [I-, l�-j�rpRi, 06102/-A.pd uineel;5 .nd .ad I eqn-ants of thia bond N9 code I t DOES HOT Created by Independent Third Party: NO meet t he 11" part resistant requirement for wiridborne _�,i, , eghtm. ___ - _____ I--------__ , ______ - __ __ - __ '6�15.53 __ '� "" - ' 'N:2F I' 1: 71, 11, Stoof Pan (1,1111. 25 ge.) UOLIbIC-Car (9"" to 16'2" wide) 1� 3riblateginii 9l', T`dpvI 211, 111, 1R5T, WIT DC111111C I'll, G,,,,o 11- ,ill ONA I 1111 1`11,11t- O ,I C/-) , r R.,,iskant Likes - __ ___[�,�, Limits of Us. _ __ installation Instruction. App: J ,,,, in "Vi 11 f_ 56_75 FIR II IQ,j_53qA_pkL,_1_1)�,hir!�9df .,,,�,d App_t it I, , ... ta.rsld� IJ Yes Verified BP: Mark W.sta,feld Fl. PE 411495 Imp R.shitbarts Yet, Created 'by Independent Third Party: IhI Design Fr ­.0 e: I 37 P5F/-4 I J E-duatio. Ill Lo kath- S.fld doors (110 filaah,q) -1 doors with optioned FL561S R2 AE CBPC Q�1)630-A.pdf impatt-I esIstant glb�lng are hinpact-re5i5tent (large 1111551a Created by independent Third Party; NO llipact). -------------r------------- __ 1671 14 -ga.) Double-CIr (9'2" to iWit" ,Joe) [I 1 -2 3,,7,,,, 51", 11 I I 111�, ' 1'�� r�J I 'I, I �1" Y. -L ,��Idl,bl � 'I �e , s . n.. " � rad,dge [)Our I -1 I - I I I AAMAIWUMAVC�A 101/1.5.2/A44V I el, __ -------- Limit. Of Use 1-tallbitiln, 1.1 'thr-tio.. - _11 tQjjd9-R-J - CjTd_Ndf App .... d In, ,,,, I" J N FL967S 12 _ -It .... d I. r... outside I I VHZ: Yes - , 8495 App Verified 13� Nis 'k Waste rNeld rL PE 4 Impact Resistant: NO 1 -t -di by Ind open but I Third Party: No ' Design P-s"ne: 1 37 PsF/-4 I i E-luatio. Repo' " 0 th-: The glazing available for this product mdets tile FL5675 R2 AC_CnPC 09OG30-A.1,I)f win d lead requirements of the building code but DOES NOT Created by Independent Third Party: J me9t th, I ... pact -!,taut ,ocur-ment for .1ndbolne debris ,.gl.na. _. __ - Pi .du,t Approval Method Method I Option D - ____ m, .-# , ET11 1111101fill J � ITTI ��! �I'r Uste S U IN Iiii U4/1//2009 4 . 1:I ,it, D ate Validated 07/08/2009 . . jr.ptk Ir " - Data Pending FBC Approval 07/15/2009 . _. dL1111111 � Los Ill : -1 -,;�Lcdll I Itt ,,,,,,, � S,b Date Approved U6/1 i/2009 j, ,1%i��, P..d.,,L AP,J I , "r - 14 ,,Y,,d,n: POU , u -- L' 1� , _ in,., of P, ____"_ ____ __ ------- ---------------I FIL # Model, Number ., N.- D .... ii _ ----. ___ � - _-- - - __ ====�:-_=_-==___._____ - I . ­­ __ - 11441.1 a. "Filac,CI-11", "Smo.tJ 3u) x 6'l) Opliquo Fiberglass Single Door with Tenwm FL if 'ClatsicCraft" - "Cl-IcCraft (O/X) , I I iswlllg or outswing Application Type Rustic" Sldrjas frup­rk ifuld.t.ut, NO 07�3 1/2014 - ----,--- __________ IT Air of Use Itinflivill.ti.. 1-thni.111- Application Status Apip .... d four use in HVIJ No F �I d4jl_RD_fT__J I 1-1-11 . 1 . I'll CO. cuts App'_d ,,, " ,,, duntsid� HVJJ Yes Val tried by:I Lyndou F, Schmidt, P.E. 43409 Achl-d 1 ... ir� IN' Resist. uri No Created by III � per dent rhi,d Party: Yes - Product Manufacturer D,sn, pre. N/A ,In . Evaluation Report. Add-sy'Pli,iniALIllail 0 �;Qie I ST 12441.1 far Design Fitussuic, ii J ,14.1 .-I df Ratings, E_�IZ_ _RO AE EVA UIAL __P_ Rutittint Alarninuin 5111910 Hung VifilldQws havu not Created by Independent IIII'Ll Party: Yes any additional use draltations, Installation histructious and cucatud by Incepeaddint Irldid Party: Yes FL9:�G� 1 2 AE 6" 't, CC y,_F4�11H_-,U0uNlRO,U f1va&I'dr product particulars. U-= 2 , __ -------- Mllostarit series IOOU FIT Mile5top. Series IQUO SH Alculluint, PON -111111-t Whitlow with ---.-------- " ____­_ ----'------------ _________________'_____­_ Authorized Sigrature ------- 12,14I.2 . 'FRc,CId_lc', "L;N-di ', J'U x 6'8 (Jpuq.0 FlbQrgl-,e Simyl, Door with t;1deirtas Ind , to es cCraft" or "ClassicCrIft Trans. m (O/OX0 I - IN1wl NO O 10 it swing 1�11, � jitakedflaiditextrudII-c-I � Series I stj , --.----.- jim flak IT it,s of Us. am Tirit'llation instructions 254Q ja.ett Lane Approved for use in KVHZ: IT. LL12,141 lo 11 INSIF 4.jI_,4,Pdf _1j_ _ IL Sanford, FL 32771 Approved to, -o caut.id� HVJJ Yes VU,fiad By:,J_y.d,.,,� F, %;chmidl, P.E. 43409 (407) 3Z3 -330U E�t 334 1 ... pact Resistant; N- created by ,d,p dent Third Party: Yes j holke��Lflordaextrudlars.com Design Pre. sure: N/A Evaluation TJ In Bob Jones other: 5c.a INt; [ 12441.2 rar uacign Pressure pairings, FLI?,151 RQ AE E Lk�IZJ41 2,pd 2 54o jewott Lane .any additional Use Innilati,ins, Installation nst-tio- and created by Independent Third Party: Yes S ano,d, FIL 32771 Product particulars. _________________________ __.___________.... ____j (---) F07- I�E djundayflariddextruders.com 'R ­111�11.1­1111­ --at --cit- Aff.Ji,, wilid. 4 ;1 .1, cgr nit'! ; �,`�s i[fr, I : "i'D � , i 'R� g JI, Iri� g,k!jP7 bit, ! 11'rij " - ____ m, .-# , ET11 1111101fill J � ITTI ��! �I'r F..d.l, 7.,ni -1 Name Do". iption ----------- I �r j�r!�­ Elpi, M , , , m . n ,� H n. Ili uEj,41. I � . , 11 I , , 4 It � " I 111"M I , A j 4 . 1:I ,it, - , .... ., I At ly � I it IN . . jr.ptk Ir " - , ,2.'� I , " E' J1 , , . i E.12 � - I . __ , I'M 't, WILIM afamummainaamm do � . _. dL1111111 � Los Ill : -1 -,;�Lcdll I Itt ,,,,,,, � S,b ­ 1-1c- : I— d 1-n 1 PuLtItion; � I ,iiiv ,tor 1 Y'll bit. FL,, : 1,11 1 S. -h j j, ,1%i��, P..d.,,L AP,J I , "r - 14 ,,Y,,d,n: POU , u -- L' 1� , Credited by IndiNioncitut Third Patty: yes __ ====�:-_=_-==___._____ it, ,-, � �r ­­, ,i �,,, , U;Lg -'r � 'I" al" ,, 'I.-,, > �,�Lc,(dnuut,t , A "'" on -.1 Millistall" sell.. 1000 SH Alknulnu ... PIgn-Irripact 'Aludow With FL if FL92G2-R2 .___t�� ___ - i ... it, of Use I C., tifi-thIn Agency Cut Lifi-le, Application Type Revision frup­rk ifuld.t.ut, NO 07�3 1/2014 lode Version 2oQ7 2) MILESTONE Scrio- 1000 hon -Impact Resistant Verified By: Robert J. Amain,., P.E.:FL PE No. 49752 Application Status Approved (broward and bad, Countki EL926Z-tk4-AL-wLtlolr,5Q_IEI�_�OUNII�ay,� ELI)"g-pa' FL920" jk� I F �CRIIIQI 4LLM-41-000-pla0vo 1`192G2.odf CO. cuts __ 9262.3 . - Puld,,tolic Selles 1000 SH Militstorlig Scrie, 1000 SH Aulluillurn Non-luipga WlndOv1 with Achl-d P -------- ____ Linnits of Use Certification Agency C.Itifl-te Product Manufacturer Florida Cxtruders International, Inc. Add-sy'Pli,iniALIllail �54 0 jawdst L,No H10102078)2)MILESTONESerles 0001don-Impact Verified By: Robert J. Annorucli, P.E. FL PE No. 4IJ752 1 Rutittint Alarninuin 5111910 Hung VifilldQws havu not Created by Independent IIII'Ll Party: Yes Sariford, Fl. 32771 (Unowaad and Dadd Cou,ILI,5). E-11102-1 _U , AE_q91,1_B9_510Q _EF.L5 I, I oa-Dr, klJ F!LtIZA"t FL9:�G� 1 2 AE 6" 't, CC y,_F4�11H_-,U0uNlRO,U f1va&I'dr (407) 323-JJQI) Ext 334 U-= 2 , __ -------- Mllostarit series IOOU FIT Mile5top. Series IQUO SH Alculluint, PON -111111-t Whitlow with jhdkedttJ9rddextr.dU,U.cOm ... 0, -F ... ___ Authorized Sigrature Arn Has. All in -,d 1. I' Lul. - n Wide NIV I I Z: Yes QuAity A11111ande CluttIct Expiration Late Impact 111-i't.lut: NO 07/31/I014 jitakedflaiditextrudII-c-I Othol : 1) H-LC45 53.02 (NAMI CaltificIta Z',,'_JZ W_,Qra-�,CD, QP__D.I,,, Technical Repre5dritative jim flak Agon avril.'ad fi, r u ;U in Hill) VQIUCILY lionfiCluta ZOruS Evill- ti -11 RcPllt� �L4�I.C,=g.ti-u,i�-""-E�i-�LLIkQg�Zlj<ovtI IN. �',Q2_kdf Address/Pholle/Email 254Q ja.ett Lane , - ­ , - I I -.7 ---- �i I"tono Suring UjO SIT Altinflnull) Non-lulpact Window ulth Miltistorto Sanford, FL 32771 - J Validated ny (407) 3Z3 -330U E�t 334 Referenced Standard and Yo,ir (of 5tandard) Stand. 4 YeaL j holke��Lflordaextrudlars.com AAMA/WUMA/CgA IUl/LS.2/A44U 200 5 quality A�,malca Representative Bob Jones FL54Z7_R,f_C0I TIM 5heltrardlia dRit" ur ad itinjunce AddrescyPhliud/Erlill 2 54o jewott Lane RuNtIall-d Standard Ird ,.I, turSt,nals,d) 5jziftdf�d X ---c S ano,d, FIL 32771 AdTM Elio ,,uni % (4U/) 323-3300 EXt 'Jd4 (---) - (-- djundayflariddextruders.com 'R cdLegQry wilid. 4 �- 3riblateginii Single Hong C/-) Compliance Method Certification Mark or Listing C,gitificallion Agency rrdtlona� A-aditati.. & Management Institute, Validated By N oil . no Accreditation & Management Institute, Referenced Standard and Year (of Standard) Stand., Y. -L AAMAIWUMAVC�A 101/1.5.2/A44V 2(n)5 Pqrrvahonse Of P,.dU,t Standard- Certiff ad Py PI UdU�t Approval MULhud Mothud! 1 Option A Data End ... I t to d U 5/ 0 4 / � 0 1 0 D ,at V,11,Aat.d 05/05/2010 Data 11 'Winij FbC Approval ut;/oo/ �u lu ' 'I" U61UU/ 10 Ill D . App,.vud - . - . - --,..---- . __ . � --- I-,----=:- - __ ___ _________.______.______ __1 FL It F..d.l, 7.,ni -1 Name Do". iption __ 92O2.1 - ____ - F I 7t. ,'a Sol Ids 1000 Sir Milh,stolle �;dfiu; ICOU �;Fi Alumindan Nall-blipact Window Alth ill -Sill ____ __ Limit. of Use Car tifi-hui Agency Co. lificate � Apprunred for use in J NO F Q-6 _­4_c_qLC_n 1-0 �Q? 0 7A. F.Q_F App, .I.d 1�, ... outside HVHZ: Yes Q.,lity A ... ,-,I,- Con in - ti_`Pil-tiou U-te In'r-t I ... tants NO 07731/2" Design lo-Intrue; r55/-55 InivinilkiJ Inttru'licul. a QJ 1) H-LL55 53AU4 TJ CultiliCate hv,_V�_,�Z 114 IL.t, �4 0 lk�- 111ju NIUIU2U7A) 2) MILESIUNE Sigrids iUUU Nun-linpact VO,if[,d by: Robert J. All., us., P.J FIL PE llii� 4-J/52 Ru,�st­ uninUhn Single I land Windows hay. Not C -tall by Indillavid-t ThIrd Party: Yes JAI Dau 1 vv,� ujit'u�d fur - in lilkill VeNdly' I lurr!CJIIU Zvllvs Evaluation relp"t, FL9252 1�_�!,_,o,k fi..�b FEI$HlGOUNT�uvj��! (biavvird and Lmda Counties). F1.9202 ULAE EKNL;I55 FES,HjCQUNIRcjvO FL 202.J Credited by IndiNioncitut Third Patty: yes __ ====�:-_=_-==___._____ - 9262.2 Millistall" sell.. 1000 SH Alknulnu ... PIgn-Irripact 'Aludow With code Ve"Itur, Std.5111 - __ .___t�� ___ - i ... it, of Use I C., tifi-thIn Agency Cut Lifi-le, Approved for bir. ill NVIIZ: tie J, 6 4_lks`�_CA�JMIQ a922D_r App,.u.d to, u.. datla,idu HVIIJ Yes Qu flity AlLunnolco Contract Exp4ativu Data frup­rk ifuld.t.ut, NO 07�3 1/2014 Design Pleasure; *45/-45 Installation Instumotiuns , Qth- 1) H-LC4� 5JXU4 (NAM I CQ[tlflCdtu NIUiO2U/) E!J_0k,K4-,U SH -N _AQkQ_-16_Q_49_0_V_PIyLbJ 2) MILESTONE Scrio- 1000 hon -Impact Resistant Verified By: Robert J. Amain,., P.E.:FL PE No. 49752 Aluminum Single dung Windovis hjVQ not bear' Created by Indefievidant IhInd Party Yes evaluated for use Ill Thigh Velocity hurricane Zones Foarmithut Rtpotil. (broward and bad, Countki EL926Z-tk4-AL-wLtlolr,5Q_IEI�_�OUNII�ay,� ELI)"g-pa' FL920" jk� I F �CRIIIQI 4LLM-41-000-pla0vo 1`192G2.odf , C,Uotad byludupontivuliThIldPalty: Yes __ 9262.3 . - Puld,,tolic Selles 1000 SH Militstorlig Scrie, 1000 SH Aulluillurn Non-luipga WlndOv1 with (407) 32�-3300 Ext 334 5td-Sill or I 11-SHI with IG GfjzmU -------- ____ Linnits of Use Certification Agency C.Itifl-te App, ,v.d four "I,", IIV IZ: No ELUA LffZ_r_rA�- =QaZELfIlj Apino,od to , us. .I. E.2o HVHZ: Yes QuAity A ... ,I'll. Coullb-It Evillilatidlu Date 11"Pact HaidaNint: tie 07Y31/2014 Design P ....... : *45/-45 I`st�lla" n Inshructi.n. Ott or: 1) H-LC4 5 5JX84 (NAMI Cairt,ficato FJ.926_� I j!_�jJI-Lif jdQO.k15Q0-4ykQ_D.g Put 14 H10102078)2)MILESTONESerles 0001don-Impact Verified By: Robert J. Annorucli, P.E. FL PE No. 4IJ752 1 Rutittint Alarninuin 5111910 Hung VifilldQws havu not Created by Independent IIII'Ll Party: Yes Loon evilualaRl Pon UW Ill High Voludy IIUIIICJIIU ZUrUg Evaluation, Rupert% (Unowaad and Dadd Cou,ILI,5). E-11102-1 _U , AE_q91,1_B9_510Q _EF.L5 I, I oa-Dr, klJ F!LtIZA"t FL9:�G� 1 2 AE 6" 't, CC y,_F4�11H_-,U0uNlRO,U f1va&I'dr Created by Independent [find [laity: Yes . _7 --------- U-= 2 , __ -------- Mllostarit series IOOU FIT Mile5top. Series IQUO SH Alculluint, PON -111111-t Whitlow with 1 holoarLpflorldanextruders.com ... 0, -F ... ___ _. ... -.---- . __....5,�-S __N, Limit' Of Use Ctntifl-tion At -my Ctrtiticatt, _� Appl-d for use in JJIVJ ITO LL,4 _, Q � CA Jj tQ, Q7fi.PDF All in -,d 1. I' Lul. - n Wide NIV I I Z: Yes QuAity A11111ande CluttIct Expiration Late Impact 111-i't.lut: NO 07/31/I014 0-itin P ....... : 1 45/-4, 1, .I.I11.11I.. Inittructi.n. Othol : 1) H-LC45 53.02 (NAMI CaltificIta Z',,'_JZ W_,Qra-�,CD, QP__D.I,,, NIBIU207N) 2) MILESTONE Series 1000 `10-1-111�J V,,Itl.d By: Robert J. AriUms., P.E. FL PC No. 49752 Rogl,difit Ala ... Irwin Single I jung �fnrdcy:S havie lot Created by Indeptilldiult 1hild Patty: Yes Agon avril.'ad fi, r u ;U in Hill) VQIUCILY lionfiCluta ZOruS Evill- ti -11 RcPllt� �L4�I.C,=g.ti-u,i�-""-E�i-�LLIkQg�Zlj<ovtI IN. �',Q2_kdf fB '01,"d and Bad. Cou"Ll,as). EL9.1j;1_ Rz AE ;EPSi 1,90NM&I-1 �FL) 5?Atif _EB�RI650 ___ _ - I - - CIaJLdd by 1,,,J,P.IIduIlt Until Party: YLI's - � _____ , - ­ , - I I -.7 ---- �i I"tono Suring UjO SIT Altinflnull) Non-lulpact Window ulth Miltistorto L L� - J - � ---------- ­ -,,,,I 1141HIN I , . ", ill. �14'ffi, - - ­§,g�,,g , ,, ,, , 1% 0�;';X I , g I 41 I -,j,� . . M 130 __ K11�1'1 V I ." 5r!, , I , I basj.7 ,z [I H - F ­ 'A'I iffl"N"I'l, - - 111"I bfi� 11 1! .l."HATil 1 , , " . 1 - - __U� jw,`1�_ - 1 IM - iy .J1_1 -%!" I 1�, M!"11 m , ­� ri r,I - W. , In " I , - � 1�&) b �, =', Ii I - � 11r, 1 - 1 � . 1. imzr I'llmyourin- I y 4- = z m k bC15 No,,'. I L., In I U-, Pt,,,t­,, I ,a, lop- t �Ibc,t�olio,,Pl 1 ZA1.41,t- 1 Pltheibco I Ii-ciff �: L<15�,LIIRINP I c,l` i S-Wrt I . . - " �,Product App -al _,u,l�L, - afl :- !.4=­1ar-L �111­udl I au all, mal :, ,,, run UIrIn I. �,, 11 ,AV, j'r --11 .p�.I­ 'Lial U FL92,12.112 PNdA"A Fd,XZdb­- � ELL dirg, AuPPIJ �Isahssbur ust > APPr-1-11I al"a FJ FL84r9-R3 Appl! 'effort Type Revision code Ve"Itur, 2007 Application Status Approved Comments F I orldo ERtrUdkK3 InteflIdtiOnal, Inc. Acilived ritk Produ 't Manufacturer Florida Exurbddr5 International, Inc. Addrobs/Plione/Elijil 254U Jewett J Fixed Aluminum flon-li,tict V111i'do'v�,'sS 1�!�� _­ ... I..-----. --- Sanford, FL 32771 Authorl�d Signature (407) 32�-3300 Ext 334 I ... pact R..I.t. ,It; tie 00?3112.0 j'I i hQkaG)fl.,ida-xtm,at5,1dm Authorized Signature Jim [take Address/Plione/Em,01 j hoke(ttarids extruder 5.com Technical Representative Jim Take Addres5i/Phone/Email 2540 Javvett Lane __ - __ _ Lullit. of Us. C-11iti-ti.n Agency Cultificrit- t;bnord, FL 32771 quality A5sLrduI<Q Keplasentatilto '407) 323-J,300 E.t 334 Addres�lPh.rid/Enadl 1 holoarLpflorldanextruders.com Q-1ity Assurance Rep-ouluLiv, Bob Jones Arld-s/PildneyErrall �540 Jewett Lane Sans rd, FIL 32771 ,;,voted by Independent Th rd Patty; Yes (407) 323-3300 Link 334 Category i,j�.e3l-Fotiorld��.t,.d�rs.lot,I Category Exterior Do - Subcategory Siding Exterior Door Assemblies Compliance Method Certification Mark or i Collifficati.. Agency National Accreditation �, Management Institute, Validated ny National Accreditation & Management Institute, Referenced Standard and Yo,ir (of 5tandard) Stand. 4 YeaL selon Fr. Urkh, PE AAMA/WUMA/CgA IUl/LS.2/A44U 200 5 Ir V,Iid�tiojiChe�kll5t-il,,d,�py,�ecelved Ar1F1/AAMA/NYAVDA 101/1.9. 2 1997 Eqliu,die.ce Or Product Standards Certified By Product Approval Method Mathod I Option A a . ig I.. 1:11 2 01 X I "".., grq 11 , � * ... I 141m.11 -11I I I �grl I ot',�hl�,_ _�" 0`�� A Vi Me `� _', 1.1 , - , � " d1z; 11, - - �fl��jl I to� r, � M , . tl� - - 111-2 , - ii. 0 , ; . la'aar. I _­­...__.___.__ TTM ­ . . � 1. ­ ... I =1 ij - tKA"rid- ; _our, I U.,,R,9­.I,,1, � H,11.11�t I f -c 1. - - do,,g I 1 -ii I Vd1lr:­,,, I Ibc-11dit I LIU" LvIldi, 1 IJ � 1 -ch ! 11lb- I.- d no I - .11 - - Ueen: illit, U., I ... pact R-hit-ts NO 03/31/2014 _,u,l�L, - afl :- !.4=­1ar-L �111­udl I au all, mal :, ,,, run UIrIn I. �,, 11 ,AV, Fl. # FL92,12.112 Applic.dou Type Rd,ii5arl _ be Verslior, C. I 2 007 AppUtatkin Status APprovud C."nents - App'-od for, us,s outside Ill Yal Quality A-ullan- Court; , . I i,ati.. Date A,chivad ra Produ 't Manufacturer F I orldo ERtrUdkK3 InteflIdtiOnal, Inc. Add, ­/Phaue/E..il 254U Jeftutt LOIIW __ - __ - Sanford, Fl. 3277i it M ldstQ.e Sodas i00U R',;J - I"Pud! U.,lunor (407) 32d-J:fUO EAt J34 Fixed Aluminum flon-li,tict V111i'do'v�,'sS 1�!�� _­ ... I..-----. --- jhQkaVIQIidodXJnrURCu,.tRull Authorl�d Signature �I:n lick I ... pact R..I.t. ,It; tie 00?3112.0 j'I j ukoUlIQrId.dxrUdas.1.UnI Technical Representative Jim Make Address/Plione/Em,01 2540 Jewett Lure - - - - 9 242.4 ,a, "told, Fl. 32771 Quality Assurance Contract Expiration Date (4U'/) 323-33OU EAt 334 __ - __ _ Lullit. of Us. C-11iti-ti.n Agency Cultificrit- jhokeZ)Ilurldaltxtrudors.&oirt quality A5sLrduI<Q Keplasentatilto Bull Julius Addres�lPh.rid/Enadl 254U Juw.t t Lane 2) Mild,told, Sothis JUQU Re,turb.J a, ',hoped U-11knol Vurilled By: RoUcrt J. Aularubu, PAE, Fl. RE No. 49752 Solid r d, Fl. �2771. avid6ted for use III High Velocity Hutricilig Zones Evaluation 111,elf-lot (4U7) J2J-�30 li,dt ��4 ,;,voted by Independent Th rd Patty; Yes bl.,�.5�,)fl.,Idl,-,�tru,i�,�.CollI Category Windows �; u Iscategary Fi-d Compliance method Ctrilificuroll Mark or Lictlig raltiJ Agency I National Accrcchtationt It ' t �Ut" �`s " M`N"`-�"�'fi V fidated By , a ,,,I - ., a M -Q' t National ACULnutatiOn I I I Referenced Standard and Year (of Standard) ��­nhgml Xt2L 01/01/20 1), AAMAjVyUMAjCSA IUl/j.S.2/A44U 2UOS EiTuivelence of Product Standards Certified By Product Approval Method Method I Optlen A Data Validated 05105/IUlo Is 'to pending Fun; Approval U5/U7/2010 OIL. Approved 06/udl2ulu Sumunaly of productu � Go to Fail. F­�. 0 40 4) Page I / 2 0 0 __ Fl. A -!T __ - _____ lotrad.1, N.,,,b.r rar Name � D-cription. - �I ' ___ � - _____ 9�42.1 Milirstono Series 1000 Fixed Mil ",trne 13u,ho-, 1000 Racking I lar & Shaped Decig- 'to _no G ass Door fixed Aluminum rion-J Windows ------- ---. _ - __ ___ .. 171m.t.-tu.. Certification Agency Cti thficate j, ril C CA� .-I Mu22 1] App: -d for .:.. in HVJ NO LL92 _ � 14P2: ., U.". App .'ed to , . Outside HVIIZ: YLS Quality Ass ., U.". Contract Expiration Date I ... pact R-hit-ts NO 03/31/2014 vtAgn Preturule: 1 701.70 installation InattJ inuas - B IIAmm2000 '"'g -p" Other: 1) FW-HC7U 73X7� (NAMI Coalficate NIOI0221 EL9242 FZ 11 F if ) - "tor,u Sake, IUUD re,tannjular a, Sildred Designer Verified By: Robe t J. Arrowso, P.C.:FL RE No. 49732 r') MIRPI I - rixud Aluminbull NQhI-1!nPdi:t Windows I,ay. ,,at Loan Created It dependent Thind Party Yes ,b.y co,juatud for U ,,a In [ndin Velocity H,r,,C,.,Q Zones Evalluati Reports Fi R2 AE ERNUI-15,�O.-FEI FIOQU TH RN1,0+J (Ehoward and Dodo Counties). -'- __ - ZreatQ day I I I d a pen d an I Th I I Pa NY; Yes ---- [7_-_=___--- ---------------------------- 9242.2 M,,,,,O,,, Solids jUO, ,,,,, Mul eston, ,,,I,, 1111 R111:11111111 1, 5 1,1111 D ,5,1 ... r Fixed AlhimInurn rjon-jmp�ct Whido is 1 _­­ --- ----- ----- __ - . i ... it. of Us. Ccitific"Ition AgenLy Cw tificate - ,mal for use In UVIJZ; NO aZ-1_,_, � D ()' 11C P � - App'-od for, us,s outside Ill Yal Quality A-ullan- Court; , . I i,ati.. Date 1 -TJ Haasi.t.atu No 03/31/20 11 U-19" lo' -.a.; "5/-45 Itnet.g.ton Inst-ticull Cd;tIfltjta INJ E LUL -1.1lig-11- _I9.Q,T.4g!",,.U:PLlr Ott.,.: 1) FW-lIC4t' "Ray ITAMI - ri 1C) 2) MlId'J SLIhoL IUQU koctanijular & Verified By: Robert J. Awonj�Os P.E. Fl. PE No. 49752 Shaped Designer Fixed AlUnnl1lUIN NON-li,pact Whidows Created by Independent Third Party: Yes ratio Not be.,, .val.daid for Is. ill High V11-cly H-111 ,due Evaluation lt�cpcalt- LL�9.444-�Z-'-,-P-19--�Lfi!?..k��.�..Eg-LEL(LQP.-tLL�AIL94p.d+f Z.N.n (Urovimd and Code C-UntRo). Created by indepundrult Th:r,1 Party: yes __ - __ - -=I:- 9242.3 it M ldstQ.e Sodas i00U R',;J - I"Pud! U.,lunor counintans Fixed Aluminum flon-li,tict V111i'do'v�,'sS 1�!�� _­ ... I..-----. --- ___ UmIL. of Us. C. tilli-tilan Agency Caltifil-tat, App -ad for us. I,, HVIIZ: NO Lsjj�12_111 C CAC N1010221i App ... ,td for ... an tside HVIIJ Yes Quality Aaeu ...... Court -alt Expiration D.I. I ... pact R..I.t. ,It; tie 00?3112.0 j'I Dearg. P ....... 1 F35/-35 1--b-I l.u." 1`71."i ... other: 1) Fyjl-MC�5� 'Ijxdy� (i Curtificito FL.9-1,42 R2 - - I NIO10211N) 2) Miltistong, Sali.2 IUUU Rectaing-fal & Verified By: 0 art .. or -d, P.C. FL PE No. 49752 Sh,iJpQd Desig tar Fixed Aluminum han-Irtipact Window' . Created by Indeportient Th:rd Party: Yes IIjvd Not Dddj� UvIluatud rar use if, Might V,jJd,jLy Hurricane Evaluation Repo rL Ek_� ! �R2 AC_EKfLQj6-lU F Inq10.0di zones (B,uwa,d Ind U'do CQUoti,$). _ - Created by Independent Hurd P�Moaafhl ­� � - _____ - - - - 9 242.4 'tulle -1- 1000 Rc,tI.g.l,,, & 51nipQd Designer Nil Mile' , Quality Assurance Contract Expiration Date Fixed Alumillut, N-r-INT,ct Windowe__ _ _ __ - __ _ Lullit. of Us. C-11iti-ti.n Agency Cultificrit- ApJJ fil ... in UVlJ No FJ_9�,14 k2 C CAS�jk,_IU10221D POFt Approved for us, ouiaddc UVJ Yes quality A-ur.rid. C.nl-,t L.phrdr lot, Data Impact Resitititnt: N. U11/31/2014 Desight plesunune; I � ;`Q/.7u Inutballat'.." 1-tho'li.- other: 1) RV-TC70 73xj/ (NAMI Ce'llficatu N1010111L, LL9FitI2,_J IT F-tj.j9kII1-2000 D, .. d' ) 2) Mild,told, Sothis JUQU Re,turb.J a, ',hoped U-11knol Vurilled By: RoUcrt J. Aularubu, PAE, Fl. RE No. 49752 Fixed Aluminum NON-11upact Windows hay. ,lot C -I Created by Independent ThIrd Party: Yes avid6ted for use III High Velocity Hutricilig Zones Evaluation 111,elf-lot G _N1 REV0+PIl (Wovvird Und bad. Counties). jL2A�j�� 112 AE Eikj!21�14S FEI P1000 ,;,voted by Independent Th rd Patty; Yes - ____ -,- __ 1 9-,4..S _____.___'_-__.______-__ Fille,tond glares JUDO Fixed Mle 'tone Series 1000 Rectangular ak Shaped Designer it Rc.Ult J Fixed Alurniturn Non-fimi Windows _________ - - -.-.--- ­_ -_ Li ",it. .1 Us. Ctrtifi-ti.. Agency C�rtifi.at. Apin-A for ... in "Vi No F12Z42 Iq (;_T&'�. NIDjL)24U9bJ D�N. Approved for use linVaid, "VlJ Y65 Qu.lity A111-111. C-olinxidt C-Pir-tion' - [)at. Sribmitt,ad 07/05/2010 Date Validated 07/06/2U10 Ud�o Pe ,dhug FBC Approval U//0)12010 Da G Approved Lasylo/ZU10 ,­­­ - P -d- _. _,______.__ E��_ Molder, N -lies on, Nauru __ Dres-ipti-11 I _ ____ 84109.1 rl�ast'ne Selitoll 1ULTU Sliding Mde"isine Surias IOUU Slicing Glars' , Alaullnuin NUN -J G ass Door Doors jtd-Sill 'and lll�Slll __ ­ Litnits of Use --.------- C.r liti-than Agency Ctu tJ App,lave,l for " , I" J Ito &L�R3 _CA��D I 0 'Ilff,t U1 A� V ,owed to r .:e outside HVIJ Yes Quality Ad,un-lica, Contraot ExPiFutiral D.to impact Resistant: No 11/30/2'J 14 Design P .... mr.: i-40/-40 installation Inartauctioul _ W,idd_h3_N leflojil0t). `LgpjjUVrg�L FIFX�,,Lli Other: 5CLI-C40 190.96 XXXX _,_ ___ Verified By: Robert J. Amorusc, PE FL PE NO. 19732 F L 4 Created by Indepandent Ttllh it Party: Yes qd�illfty As, ........ c, Calt,ld EX1,1141on DILI Evaluation RCJ R ,Wda FLU,109 R�AE C,aricath, or rudoJ .... ,o ,Hquiir t NO - ' 'as Vol � . , " 1,11,11- FEI S�, J H( Kgv,��& C -Pico'. of I"o.p.no."ce fu-AQ!2-K-,-6FJI,Ldu�,-�,�lluA�g.Li-i�vl,uui.�- A"'u-c! �+45 FEI SG�Qkun _rjIR,P,1.iAf counintans Created by Independent Third Party: yes -______I___ __ - -------- 8409.2 Milestone t�rie3 1000 511dirig Milestone Series JUDO Sliding Glass Aluminum Non-1111losts' clas�g Door Sour , SJ and HI-Siil .- ____ ___ Limit. of Usu - co,thf."... .11-11 Ce. .1-11ko Approved J "': it, IIIIJ No ELalUg R3 C _C,a� `JIOIOZki9,PDF Aid p roved To , .. caulti0d. J Yes Quality Assurance Contract Expiration Date 1�pact Reviste J No 11/30/ZU I Design Pre--: 445/-45 Other: gGD-C45 143AS6 XXO Installation Imolar-tidn., [i,13409 J i eliesla _Icnlmpact FLEX24110-1i At.th.,14,d 51va,RguO Verified By: Robert 1. fenolusc, PE FIL PE No, 49752 ,,QP_ al , I,�, _Nu,1 ... I, d -id -d ,5 Prntmry Created by Independent Third Party: Yes da ... ly j,,y­,ib.n1dIr­ul Evaluation R.p.,L- F,ujrjCj1 Rol-l-lb,L110 E�q�9_12__IR3 AES,,IttLfi�,.�tt2f-ia�ijpl�'I'Aall'�--ILUa't-tl2- c"I'Pil-ce FrAlbod I;1,!td1f fit �N� 1445 FPI 55P- �O - J, ca ,i.ja cast ,I wl, .. I! I --dl.la, NC2/10s it Rc.Ult J Fluid, Eral-F or Ach.uct tairia w1w duva1,1,,d L4 5 FEL_ till-1-dF I _-, ____ ,bt�d is y I.dOpG,Idcnt I hi'd Party; Yes C'� __ _. F.-.1111 S;E uwa-a-, 1-1 O Quilty Ataurn- RfLatsuntrt- 12/1512UUU 9 , ?l -.1 I F i 1; M" I hittli I , �1 I a � I � CIN,Usy .. . - � as ME LuLcatoli'lly u,zlor,u Elit,rd, U,arA.,:,e­H. 4t,J ­,,, l, � ,�, " I ,,, ­,�..ot.l I I ...... � � sub"tot- 1 ,"."I. 1 ,­!�t,1,115,02111y U111. 1 ­­ I _�.,t App -1 '114 - us .,I ,,,, lits ... ad L. 011,11n,,, J111. his eviluotign rNI'VE Lcoio,�,­,lj, ,,, - asjb_�,, ... ... _�,, " 6_,as, "L , �,�­­ -.I, 112 00411509 F L 4 rL5JU2-1U. qd�illfty As, ........ c, Calt,ld EX1,1141on DILI APP c,bita Tip. R ,Wda Pit, 1E ' 'as Vol � . , " 2GO7 C -Pico'. of I"o.p.no."ce APJ stairs A"'u-c! yz�.I,4!jQ,rLjr counintans 2inud-1 X.. ActhIrla,d Slg,,t,,, A11111 -d I 3 A51M E jlO ,,1101 Flood, MIlurltn"Ir Aclan, cocoa. Dau" cat Poor -.1itharc/Linall 1, 16, cIl IlIsN crocIt wi n �Ldil-sal,nu Nc 27ios - . I,,, ,.,,�.ii Pettis. P'o, .... : '25.6/-29.1 - - U-61. .1 ... In.t.H.d.. 1--tio., ' -5-115- I 12- P E, -JoelIlLf A,- d ,It ... ill morrc: No LLb 12-1 it- LIRC - -g441Id VI I I (336) .,51.13itv minor. Q.do,, Pressure r25.6/-29 " not for .b.L. in iivmz. d4nr1d.yc'a,(,P.n ..... .. I"" ,II b,tron ,hull -t J -d it .1rd ",us zina At.th.,14,d 51va,RguO Doi ... y joy - ,,QP_ al , I,�, _Nu,1 ... I, d -id -d ,5 Prntmry .1cl.sta 91 - da ... ly j,,y­,ib.n1dIr­ul Itittrio, Ud.15 F,ujrjCj1 Rol-l-lb,L110 v"'Iny :Uy I., c"I'Pil-ce FrAlbod Add,.1,UPrRawE,II,1I J, ca ,i.ja cast ,I wl, .. I! I --dl.la, NC2/10s J E,I1,IuP)n Report - H,,d,,py Received Fluid, Eral-F or Ach.uct tairia w1w duva1,1,,d (I,6� .� I- 13QU in,, E,,ilu.n.. Report _2 Ill b y I I ,,, (� ......... ... ,III, PE-Oel(3579 Quilty Ataurn- RfLatsuntrt- 12/1512UUU AJ,I­/PJldnwEP1IiI I." I �1111 CIN,Usy t,rollba U..'s LuLcatoli'lly u,zlor,u Elit,rd, U,arA.,:,e­H. con,A-11. PlIthod EvIld"Lon ft"..1 Non. I Flo, da It"'sto-I "Wind't or I ILL -1-d J rl�rru;;Iuill J I I. C,floation R,Pot - H.,W,opy Raceilad F oldro tatialal U,,,,,I,,t,,L ,ran, ,jai dd,o1o,,,d lits ... ad L. 011,11n,,, J111. his eviluotign rNI'VE 'L `302 R1 11-IRC-60iii-130-i .PJf Noll I L-- 112 00411509 q bality Ast,,­­ Entity I Wak r.,.d,,j Sovir- NA Irc qd�illfty As, ........ c, Calt,ld EX1,1141on DILI 1=11.1,111,411ol V o fiddled uy Pit, 1E nzin, option 5hIll notba-d ill ­,d-Lda tie Fk Vill dauun Checklist - H,I dLQPY Rucalled C -Pico'. of I"o.p.no."ce �� - .A fucidbl_,�,, _�0_1 .[�,.. � * 1, el�l �Lr�L)�_L,Elql_ A h ut uraed!!L, d�., Is I ,opl-anat dc.r. __ yz�.I,4!jQ,rLjr li,dItuncod Nt,,,do,d and Ybar (of st,luddid) 2inud-1 X.. ActhIrla,d Slg,,t,,, AN 5FjUAurIA LOU 'Up' ___ _� _�t A51M E jlO ,,1101 LqoVaurcii orprodustStaidands l_ for 116Q In it No "P", far cat ­­­ - a.. - ­­ ---,: ,o-. S.cLars ridn' th. r.d. - . I,,, ,.,,�.ii Pettis. P'o, .... : '25.6/-29.1 ProolctAppla-1 M,eh-d mithud t ciptlon U Dula sdunrttbd 12/1512UUU ','I, V, d"I"I I." I �1111 UU1. Fd,111,11 1EC ApIn-I 111/1, ' ' g Data "Pla-a ___ __ 02/03/2U0 ---'- 5iU2.4 st"truld (FICOU) ard Hu,ft�,.ja Dv,,r IRC-GC0-130-15, NIILI 9'sid. M95U) -lx -I;- ­ Linlin, of Urle ____ In-lbatia. busti, otigus, Applo-al Ild, -4 In HOW; No 'L `302 R1 11-IRC-60iii-130-i .PJf Appro, d lo, use outside nV"Z: Yes " v,Nfijd By: TOM SHLLMLRDINE 0045579 lelp- R.ai�l.au: No I:_ It.d by ludepbldlIt Third Patty: Yes 0�19� P -al -I FZ6.7/-31�6 'vshisfirnt R ­'t. -h-. D,,,ign P U.- 126.7/-3u.1, no, fit, - Ia HVHZ. LL_5.1��3� .esL_8�LE_/-_91__OZ-,Q1cEE nzin, option 5hIll notba-d ill ­,d-Lda tie debris FL5302-RI-)�t-��LID-5-1-02-T�-llkCwr,(,oi�ilo-i5.p,ir ,.gliia Ill- ItIodus i,, designed ,n9,,U,tHy �rd­ �­dt�d by lrdfpqrdst Third Party: Yet dar d�., Is I ,opl-anat dc.r. __ 0 i ' , 251-130s 5302.11 - 1 ShInual (M600) old mt,taq,, U,vg� InC-I,Ul.6-110-15, 10' Ih,u Wlidl. ActhIrla,d Slg,,t,,, ug,r, Joyner ___ _� _�t __ _101910) ------- Liarnts at U- _;. ,, t a 1-1 a ti o .-11-.t. I i ,, . l_ for 116Q In it No "P", far f-45302 R1 JL_ELjIL_21U2 T 1IktLkgdo;-I3 -i5Pdr ­­­ - a.. - ­­ ---,: ,o-. YL,fl d 5HLLMERDIN QU485/a _ - . I,,, ,.,,�.ii Pettis. P'o, .... : '25.6/-29.1 - - U-61. .1 ... In.t.H.d.. 1--tio., ' -5-115- I 12- P E, -JoelIlLf A,- d ,It ... ill morrc: No LLb 12-1 it- LIRC - -g441Id VI I I FBy:,1Or1 , U Y I, rope -on, in ... I ,I,,,: Yes CIO ,� 1 Evial ..no. Reports minor. Q.do,, Pressure r25.6/-29 " not for .b.L. in iivmz. ' �gf_/-98 -02 -U.Dat I D�cjr,2 R1 AIJ A. , G L'�._T_T��PLL'i=_-L,'LI�uLor I fiz,jl &E -Ella - ,II b,tron ,hull -t J -d it .1rd ",us zina J.ai,, I --d by h,1,p,tnd­ lhild Patty: Yes ,,QP_ al , I,�, _Nu,1 ... I, d -id -d ,5 Prntmry .1cl.sta 91 - dko, a I it ,I 1-lott do.,. Itittrio, Ud.15 ssbdItdU,,'Y __ Ama � -, ,OARMII 11414111- ""'I"', . . -H is 0 RM M, _`F_r A10112 �i e. � �1`11 I ,III N. , , - , , I " �A .� � T_ 5c: M - � - , D I I I I " . ik"1_. on Nm , I I """'U'u" I 1 �.1 ! �W 0=*!1WV1.-P116P* * - 7 I- mmy i!ik� ocuu-, � . I " 1 or-ItIbo" I ,cl--i i In": . -11-11.11I I 1-111- I 11-tt"a I "i"I'l` t o"a"a � ...... ; -!F i I.-d-dt -rul.-I ol."Islu"I'l jU,,,t,',..,4V.z, � uW I- A�1.11_dad.b,slll I 40�41-t -lx -I;- ­ F tl H.542/ -R2 ApJ Piro RO111[dn C"J. Vu,.[,I, �007 ApprIlitlIn StItti, App' -d call"'I'lits > 0 AlINved THIJ P,,dda ri.ndfalsa", Ninal, G -g. Does Adalln./pIld"ll/Eur"I 165 c1nag. C.It ill n �Ldnl `�:­I, NC .17105 1. , , 0 ;uRna.pur lVHZ. 31' T111 Seltidls 11AX 11.1121 LI AE cl,inJ QCjj5j�� FL5i2;-K4 Ad,_tdC-53U')-13O-I5.Lt .... - I,. -,t ,", 0 i ' , 251-130s (D dnaayj.y.crG1�a,e,r.Odr, ActhIrla,d Slg,,t,,, ug,r, Joyner � .- 5 Z/IU dIrDj.yne,UI­­v. TI,J R,pi-ndati- ca a n Y)dyno, Add,,-.r./PhaI1a/Ern,uI 165 CarlIge C-1 %la-lb,ii-Sal-, rX 27109 . �4___j (336) 251-1�uv - - U-61. .1 ... In.t.H.d.. 1--tio., ' -5-115- I 12- P E, -JoelIlLf A,- d ,It ... ill morrc: No LLb 12-1 it- LIRC - -g441Id VI I I djdy,­CPbrNrdac.o­ rIcality A55ne- RIPItalitative I Danny Joyin, Add, -lVPha1IIvC1It1I Arrarr Q­s,i Do - 16b cdajt,� 0-t lra_" Ke.r.-t: No L-Idd by lind,,tanalgIlt third Patty: Y� whubs".3ol.", Nc 27IU5 (a) app-L.,intunir.-In CA,,Utry Itittrio, Ud.15 ssbdItdU,,'Y SacN.,bI 11�trul.r Daer As5­b1­- c"I'Pil-ce FrAlbod Evain'tort Fropult hall, I rIdI rob Ro,l,toi,d Pa,itin-L bf a Uceraod Fid'ajo Pl�rdssll.bl C,,r-, -= J E,I1,IuP)n Report - H,,d,,py Received Fluid, Eral-F or Ach.uct tairia w1w duva1,1,,d Th-sn- I. 5holutd,dr­ in,, E,,ilu.n.. Report _2 Florida lloal-I PE-Oel(3579 QIa y A -InceEntitli InterttkTa,unic --Y1,. NA I­ Q i ZI, I 1111, Culit' ,It E1111 It'.' 011I it,�i�y 01/01/20 1), v,fi,btdd By selon Fr. Urkh, PE Z�_ Ir V,Iid�tiojiChe�kll5t-il,,d,�py,�ecelved C,,,1hr1cstU ofjrd,p­d,­ FL54Z7_R,f_C0I TIM 5heltrardlia dRit" ur ad itinjunce 7 142W,idsiff RuNtIall-d Standard Ird ,.I, turSt,nals,d) 5jziftdf�d X ---c .- Cn AdTM Elio ,,uni 4--) C) -.11-1 . - --------------- -I 5,1zi.'s � U_ra Idea ould zQ,)v FI,o,ju 9 vdd� cl-ake ii and 2UOU M5UU, too! 0 5.0i IRC. 5 09.130.1r,11111 - Linuts .1 U- -tallatia. lanbacti-I. I in It I'd FL5427-1i 11 nN,;-P.20 i3c)-15 P.E. Slal,.�L�IIMIII,pul App, 1v:1 111:� V) - APP'tio it to . ..laid. IIVIIZ: Y4. V,uridd by: TJ L �h9litisralrol Fr ME TUU4J5/) a:1 Q) 4--, U .1--t R -1 -ab No C,,,L,d Uy Ind,p,nd,nit Ilia P,nw: Yd, 7D > 0 -11.1 Fr .... - 126.1i'll.,; E -1-u-, 111pInt, = "'.. , 17 R2 -'a - 2�4 DRiddif . rat for use In livice. (31"Ing not avall'idl. in FL51. " 'E" " k J = 1. , , 0 ;uRna.pur lVHZ. 31' T111 Seltidls 11AX 11.1121 LI AE cl,inJ QCjj5j�� FL5i2;-K4 Ad,_tdC-53U')-13O-I5.Lt .... - I,. -,t ,", (D C'eoted byTr,J,j­I,u,,L 111bal Paly: YV5 .. I - � .- 5 Z/IU ___ _____ - - _ cirrf;l. Lost) -j 2000 listi", 10' 'de C10551KI lots 0 4 'd 20ou 115OU, 5UVI M 70 t)uvi itc-5310. LIU 214 - - . �4___j U - - U-61. .1 ... In.t.H.d.. 1--tio., ' -5-115- I 12- P E, -JoelIlLf A,- d ,It ... ill morrc: No LLb 12-1 it- LIRC - -g441Id VI I I i 0 t�� I. Ap d to. ... ..I.M. RVIU: Y -I V,,,f,,d by: �Ildjn;,rs I. , P'llo. 1h,h-,din, FL Pe OU,1357U ) (0 lra_" Ke.r.-t: No L-Idd by lind,,tanalgIlt third Patty: Y� V) (a) 0 -Nd. 4 .... te; 125.G/.z9.I E-a-lilart K.,.rn, U -0 0 ... r0t for .1. In J QN-ay ,of ­11as. In F1.5j., .11_�61 11,� U1.90 .0z._II5_ "I = 0 HV.,., 2 - ran Li PlAA FL512/. IQ A.it-ud'ify Model coo cljj�_�, 0 2000. it , i�� LLE_�z L.K2 - AL B.Ca53LIa--jjldr,�jqyAlbig&��t J� - -= mn�l C -ted UY foh,p,rd-t Third Party: Yes 11 4--) C) 0 J V) -M Q) 4--, U 7D > 0 = ! = (D k 'i k J = _0 0 (D r) 0 " C�- M 70 . . �4___j U 0 4-- i 0 t�� = ) (0 -M V) (a) -0 U -0 _�o = 0 -2 -= (1) 0 L_ = _2 3: = = .0 H - M Z�_ M J .- Cn (D % 4-- (---) - (-- Cn M 'R C�3 4-1 Ca - �- _CD . �__ C/-) < 0! 4 w,.fs,,P,,,,f....l Z mi TAF -6 A&I rAk_ , AW LLJ :�E < '�_71 = < __j Q_ SHEET NO, PA 1.1 r . M I � t � '115 11 1, I . I P, 117 Y . 111 f I " ' ' .... � 1, ' ", 4-1 I - , f SPo' i � , - g"" , "'; I 1, g I . � , ,j Iffu - - .' - `�' it, 1" I ftll�" � I '� 1111 � LIM - A tp ' � AN 'I 1 ffi- i I I - I ". - I k� . E I' if . I " i IiL ­" 11 IM, .411 -- Fi,urjo rulbe Motion , - , ,,, . , It B, 9iiiiiii Iffil I I , IN44MM" � � Appturve,d lot us. in HVHZ: No _ Fnl36-fQ-lLMuliiQn--Dli�QJLFL3136 6-06.1)df GcE; I ,,o- � Log I, I U�,�, RLg.tl.t,.,r I IbI rr,pk5 ; I Subl�,tSi,111-11- I 5t. ­,I : - -,Fxo � P�ro,,,Ij­ ! FUC51,brif; DCISUIM�P! U,,:,s r st-1, I . ,"', "- q-) p, - duct App .... I D-lign Picizi;m.: N/A Evaluation Roper its . I . -U5LR; rubtE tj�" �i� 4 , ',I ."gi ,i �' �r' �' F0,116�110Q-1-Rov2-EK Mullions.pdf Drawings or L)P.'2) Sloe Mulflor Product Evaluation Rupuit VIAOAU�Lsm��'[Mmjw I P'l)lizt.0f.�inllrp.ibl.t�,,��i%l�L- � 4lil%jur;')3's:­P'Ii­1'r D't"I Ctaated by Independent rhird Party: FL # FL-JI36-R3 -,------.-.- . ...... ­' . 3136 2 ,,To. FE5701, Flange Tube Mullion :.--.-- Application Type Affirr-ti.. inst, H.U." Inuloructien, C cle Version 0 2007 Ap P -ed f ..... . utside FIVIIIZ; Yes Application Status Approved Ci voted by Independent Third Party: Conlrounts Evaluation Itt,pIarts Other: 1) See Installation finstructions/DesIgn Pressure Archived it IT -3136 R3 AE KC put _ _ I RALice--plif Product Manufacturer Florida Extruders International, Inc. 3136.3 No. FE5702, Flange Tube Motion f Add ress/Phoole/E mail 2540 Jewett Lane Installation Instriocti ... Approved for use in HVHZ; No Sarif I FL32771 0 1 Approved for .so outside KVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 525UJ (1107) 313-3300 Ext 334 . D-irpr P—u- N/A j1hoke(raflorldaextruders-com Other: 1) See Installation Instructions/Design Pressure Author iZQd Signature Robert Arn.ruso FL3lj6_llq-_AL_KCL(�ALicell5ee,pdf for complete list of Limitations and Conditions of USE.— rarrvruco.pe@flork.kextrudej 5.rom F - --_ lecludical Representotivo Rolbert J. Amoroso I' x 2-7/16" x 3/6" (front/back) x 1/8" (Side) I Add,lass/Plione/Ernall ��1540 Jewett Lane Limit, of U- ---. In.t.h.tica, ln.ru'rcticar* Snal'o I FL 32828 FL3l36-R3-11_�it4liiQn-In�talt,_FUA�6__P_-_QgL,pA( Approved for us. outside HVHZ: Yes (407) 323-3300 Impact Resistant: No Created by Independent Third Party: rd.loruEo.po Cr,IIkorldacxtrudQrs.con) E-lia.liml Report. Quality A"Undruce RapretonLadvQ Lut Philips Drawings for LIP. 2) Set Motion Product Evaluation Report It Add ress/Phon o/E mail Florka Extruders filt'l, Inc. Created by Independent Third Party: ---,------.---. 3136.5 -1 No. FE5704, Flange Tube Motion 1540 Lane Limits of Use Installation fri't'n'ti ... ,Juwutt Soul d, FL 32771 FL3136-R3-11-Nl�,iii.,,_I.�t�l[_FL3135-6-()6.p,if Approved for uae outside HVHZ: Ye.� (407) 323- 3 300 Impact Resistant; No Created by Independent Third Party: philtafeddoextruders.corn Evaluation Reports cote0ory Windows Dr-inyd fur UP. 2) See Mullouit Product Evaluation Report Subcategory Mention, Created by Independent Third Party: Compliance Method C'voluatlon Report from a Florida Registered Architect or a Installation 1-t-firal, Licensed Florida Professional Engineer ftjjj��]I­Llt then 1 -tall FL31 6 F-0�bprj Approved for use ctutsido "VHZ; Yes fi� Ev.10atiall Report - I lardcopy Received Impact Resistant: Yes Florida E ongineer or Architect Name who Wayne A. Block, Ph.D., P.L. Evaluation Report. developed the Evaluation Report 71-3,13 K3 AE FEI1OO2-­R9v-'-ER Mullions.pcif _____ ________ _ DrawIngs for DIP. 2) See Mullion Product Evaluation Report Florida License PE -52583 Created by Independent Third Party: Qua�:ty Assurance Entity Keystone Certifications, Inc. Limit. of Us. qu ty Assurance Contract Expiration Date Approved for ... in III N FL3136 R3 11 Mullion fin'tall FI -3136 G-OG.Pdf Validated By L.F. Schurildt, P.E. Impact Resistant; YdS Created by Independent Thi,d Party: 7F V�ld�Uuol Checklist - Hdrdcopy Ru�uivud Es.lu.ti.. Report. Certificate of Independence FL3136 R3 COI CoN PlullonS.Wif -- Drawri(jis for LIP. 2) Sao Mullion Product Evaluation Report Refer encQc! Standard arid Yeat (,if Stand,nd) standard year Created by Independent Third Party: 1714.5.5 :!UU4 Li "itus of Use ASIM E1086 2002 FL3136 R3 II Mullion 1n,tall FL3136 6-U6,pdf ASTN E1996 2002 I ... p-li Ro.i,t.ruts Yes AS I'M E3:W 2002 R613.7 q E urvalencu of Product Slandirds certified by Sections front the code 2004 ZrI offlint, that there are no Choinje, In the how Florida building Code whict, affect iny product(,) arid my product(s) d,,d in compliance with the no. Fier [do Ed Iding Code. I Documentation front cl Evaluation or ValkJoLion Entity 6A Yes '--No 11� N/A Product Appr.vol Methad Method I Option I) - Date Stbunitt,cl 05/20/2008 Dote Volid'tud 05/2'J/2QU8 Data pending FUC Approval Data Approved 06/05/2.008 S ... turna. y of P. .d ­t. Go to Page r7777—� 0 4) 6 page I / 1! * 4) — IFL # Model, IN ..... to., or N.ore I v.-liption - 3136.1 -- Fi,urjo rulbe Motion I'*x 21, x IJ811 ­­_J�!�S-/Uo, -- . . .. . ....... -- Limit. of U.. 1. ,irradiation 1-tiructicor, Appturve,d lot us. in HVHZ: No _ Fnl36-fQ-lLMuliiQn--Dli�QJLFL3136 6-06.1)df Ap ruved put rise outside HVHZ: YES P Verified By: Wayne A. Block, P.E. PE - 52503 I ... pact R.tA,it.ot; No Created by Independent Third Party: D-lign Picizi;m.: N/A Evaluation Roper its other: I Suo I utal ation Instructions/Do,irpi PreS5uro If F0,116�110Q-1-Rov2-EK Mullions.pdf Drawings or L)P.'2) Sloe Mulflor Product Evaluation Rupuit _3136_R�_AE_KCI_QALIC,�,,�isQu,lLdf LL f r complete list of Li ... tatluns and Conditions of Us.. Ctaated by Independent rhird Party: -Q ­­ ------ -.-- Verifi d By: Wayne A. Black, P.E. PE - 52SO3 e -,------.-.- . ...... ­' . 3136 2 ,,To. FE5701, Flange Tube Mullion :.--.-- ----- I' x 2" x 2/8" (fi-EnVioack) x 1/8" (side) ... ... .,-.. -.-.-- — Ll runs of Use inst, H.U." Inuloructien, Approved for use to HVHZ: No FQ.G R3 11 IIl,o%1'oS,,,I1, 1I­1I1%G-16.p11 � _ Min _ - I- Ap P -ed f ..... . utside FIVIIIZ; Yes 6_ '. � _ Verified . ,a, '. Ec .E. " 2583 I ... pact R..i.t.ut: No Ci voted by Independent Third Party: Design Pt ... or.: N/A Evaluation Itt,pIarts Other: 1) See Installation finstructions/DesIgn Pressure 1`13136 R3 AE FEIIOO2-PevZ--R Mullonrs.pdf Drawings for DP. 2) See Mullion Product Evaluation Report IT -3136 R3 AE KC put _ _ I RALice--plif for complete list of Limitations arid Conditions of Use. .- � -,-,*"== ------- " - -------",----- --"-, created by Independent Third Party: 3136.3 No. FE5702, Flange Tube Motion f ---.---- - I" x 2-7/16" x I/G" Limits of Use Installation Instriocti ... Approved for use in HVHZ; No fU.J_�,.Q_K.',_ILMqlli,,,,_I,,�tdlt_FL3136_6-OO.pcif Approved for .so outside KVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 525UJ Impact Resistant: Pro Created by Independent Third Party: D-irpr P—u- N/A Evaluation Reports Other: 1) See Installation Instructions/Design Pressure FLIS136 R-3 AL ILIRL02-RevZ,ER Mullions.pdf _ Drowlogn for DP. 2) See MuIllon Product Evaluation Report FL3lj6_llq-_AL_KCL(�ALicell5ee,pdf for complete list of Limitations and Conditions of USE.— Created by Independent Third Party: F - --_ Created! by Independent Third Party; --­­­­-. -.-- ----[N;. FE1111-3, Flang,, Tube Motion r-1-6.1 I' x 2-7/16" x 3/6" (front/back) x 1/8" (Side) I ----�-...-..-.---..,---..-.-...-.-.--.-- FL3136 R3 AE F-EIJU02-Rdv2-ER,.Mul[[un3.pdf Limit, of U- ---. In.t.h.tica, ln.ru'rcticar* Approved for tor. in lIVHZ: No FL3l36-R3-11_�it4liiQn-In�talt,_FUA�6__P_-_QgL,pA( Approved for us. outside HVHZ: Yes Verified By-, W.yn. A- Block, P�C. PE - 52SB3 Impact Resistant: No Created by Independent Third Party: Design Pressure: NIA E-lia.liml Report. 0 'her; 1) See Installation finstructlons/DesIgn Pressure FL3136_R3 AE_FrII002-Rev2-Erk_�lullion5.pdf Drawings for LIP. 2) Set Motion Product Evaluation Report FL3136 R t' ,I QAL.Icensee.odf to r complete list of Limitations ,and Condition-, of Use. - — Created by Independent Third Party: ---,------.---. 3136.5 -1 No. FE5704, Flange Tube Motion --------- ­- ­'­ - ­ ., --- I' x 4" x 1/8" Limits of Use Installation fri't'n'ti ... App,.Vtd for rise in "VHZ: No FL3136-R3-11-Nl�,iii.,,_I.�t�l[_FL3135-6-()6.p,if Approved for uae outside HVHZ: Ye.� Verified By: Wayne A. Block, P.E. PE - 52583 Impact Resistant; No Created by Independent Third Party: Design P,-- N/A Evaluation Reports Other: 1) See Installation finstructlQn,/Design Pressure FL�;I,'(�-R�I-AE FUIQQ2-R -- -Pdr - , QvZ -R-Mud4pliq� Dr-inyd fur UP. 2) See Mullouit Product Evaluation Report FL3136 R3 AE KCI QAl­lcenseo.pdf for complete list of Llinflations and Conditions of Use. I Created by Independent Third Party: -�- T.-------[�----­ 31 - to. FE5705, FlanReTuLu Motion_ , ­ I' x ,V x 318" (fronIt/b-1k) A I/B' (side) --- - Limits of Use Installation 1-t-firal, Approved for rise In HVHZ: N ftjjj��]I­Llt then 1 -tall FL31 6 F-0�bprj Approved for use ctutsido "VHZ; Yes Verified By: Wayne A. Biqclk, P.E. PV 5 2 �6 3 Impact Resistant: Yes Created by independent Third Party: Design Pressure; N/A Evaluation Report. other: 1) 5� 1-tollatleri hioLmcLiuns/DQ On Pjc--,UIG � � 71-3,13 K3 AE FEI1OO2-­R9v-'-ER Mullions.pcif _____ ________ _ DrawIngs for DIP. 2) See Mullion Product Evaluation Report FL3136_R3 AE KC1QALIcen5�e.pdf _ I tor complete list of Limitations arid Conditions of Use. Created by Independent Third Party: — 313G.7 1�.:.7Z., �xternil clip External clip for Ix tube mullion Limit. of Us. Installation I..t,.,ti ... Approved for ... in III N FL3136 R3 11 Mullion fin'tall FI -3136 G-OG.Pdf Apt' , Uvcd for use outside N Vitz; Yes Vudl By: Wayne A. Block, P.E. PE - 52583 Impact Resistant; YdS Created by Independent Thi,d Party: D-iRo P ....... ; N/A Es.lu.ti.. Report. Other: 1) See Installation Instructlons/DesIgn Pressure FL313(,_R3-AE_FEIIOO2-Rev2-ER Mudion-Inif Drawri(jis for LIP. 2) Sao Mullion Product Evaluation Report F1.3136 R3 AE KCI QAI­icen,ce.�d far curnipleta Hot of Limitations and Conditions of Use. ....... ­­ ...... .... I—— ... 1. -"---,--- ' " - - ------- I..-..-..--. Created by Independent Third Party: - 3136.8 i "-..-I�"-l-�'-"-�-�it"e"rlldI clip Internal clip for is tube riulljon Li "itus of Use Installation Inst -ti ... App,.v.d Io, ... in HVHZ: No FL3136 R3 II Mullion 1n,tall FL3136 6-U6,pdf Approved Put use outside NV"Z: Yes Verified By: Way,,. A. Black, P.E. PE - 52503 I ... p-li Ro.i,t.ruts Yes Created by Independent Third Party: D-iUo P,us.lue: NIA E-looti.., Repoli, Other: 1) See linstallattion In5tructicors/Design Prub5ure 1`006,_R:� ... AE I'LI1002-lkev�-Eit,.,Mullio,is.l)df _ E hr -Ings for DP. 2) Fee MuIlluoi Product Evaluation Reliant FL�l3�--[O-AE-KCL�'2AL!ceiiL(�e.l,tJf for complete list of Urillatlons and Conditions or Use. Created by Independent third Party: 3136.9 flu. FE57OLI, External clip - External clip (or 2K tube Hutton Limit. of Use lu.N.H.tica, Instruction. Appi .ved lo, u.. in NVIIZ: No .FL.31'3r�,,,I��3_11,..Mullicii,_Iii�ta.11_,FL.3.1�6_r�.-f�rk.p,df . . . . App. -od for us. .ul IIVNIZ: Yes Verified Uy: Wayne A. UlQck, P.E. PE - �253.3 1 ... p -t R.A.t.nt: Yes Created by Independent I find Party: Design 11 ... - e: NIA Evaluation Report. other; 1) See Installation In,tructlonVUesIgn Pre55ura EIJa1r2-Lr UV-ILIQDI-1�1�- EL�111Q,rl a. Drawings for UP. 2) Svc Mother Product EvdRatlon Repoli; FL31aG RE; AE KCI QA1.1censce.lLdt for COHIPICE.1 list of Limitations arid Conditions of Use. ------------F Crootud by independent Third Pat ty: 3136.10 1 the. FES 709, Fin TUUU Motion 1" x 2" x 1/8" Lhuit� of U�o - Irl'toll.ativor I-bu'lli.- App. over! let - in HVIIZ: No I L�Sli�f,_I�.Lll_,IlLlllioii_t,istull_I E�I'�G_�-UG.pdf App, used to, ... outside ItVlIZ: YLS Verified Uy: Wdyno A. block, P.E. PE - 52503 Impact Ru'i-'Inut; tie Created by Independent Third Party: Ul P --the; NIA !evaluation Reports Ontfinn: 1) See In,tallation 1n;tructluns/DoshUn Pressure FL3136, K��-?�E-FEIIQ.Q�47K�l,�ZIE.&IIII,Iji�)1),,,,r2Qf Dro�viogs for UP. 2) Sea Mullion Product Evaluation Rupert FIE1136 K3 AE KCI_j�ALICQnSgv.pbF rut Curripl,tot list of UnRitlurs arid Conditions of Use. I CiujLud by Induipundunt Thit d Party: --- No. FES710, Fin FuloQ Motion I" x 2" x WO" (frunt/lback) x 1/13" (side) I Li nitt, of Use I Installation Instructions Approved To. us. in HVIIZ: No �136 RE, 11 -06,p f _ _ _Fl _ FL� Mullion InAafl -3136 6 d A I ,looved fca'us. outside HV"Z: Yes Vei ified By: Wayne A. Ulo,;k, P.E. PE - 92S83 Impact Resistant: No Cleated by IndepundQnt Third Party: D-ig. P --tuire: NIA Eval tie,, Rep",Is See Ins i Oth- 1), tillatio. fn,h,,cti..b/De,I9r Ptessure ", AF F.lb.2.Rp _EH MujjjorS.Pdf FL3"4 _ _V;! _ fLIL316 R-3 AE KCLQAl­h:dnsQe.pcf Urawing, for UP. 2) Sea Molten Product Evaluation Report for complete list of Limitations arid Condition-, of Use. - Created by Into pendent Third Party: -­ - - ------ E'-,T-1117�Tlhl be million 313E2' Tube Mullen -... .--.- 1"x2-7/I6"xI/d" - --------------­. . ..... . --] Li lit. of Us. in Installation fri'lorn'ti ... Approve:: fo,r::sc in HVHZ: No FU313 - C. -- IRS -- II.-r�,�lli.,,-I�,t�ll-FL313C,-C,-06.pdt ApPr ... In .. outside HVHZ: Yes Verifi d By: Wayne A. Black, P.E. PE - 52SO3 e loopact Rcuti.t.nt: No Created by Independent Hurd Party: LI P e..u;c N/A Evaluation Report. OIbc,;'I)'SQe I isIallatIon In5trurflons/Lm,ign Pressure F[,�l,�K�_&LZF�llol)2-R�v2-PK-M��lljQn�.pdf Drawings for UP. 2) See Mullion Product Evaluation Report Fl­3I36­R3-AE-KCj-QAI=4I ers-TnIf for complete list of Limitations arid Conditions of Use. — --::: :- Created by Independent Third Pat LY: — ­ 3136.13 �111 _____ FE - ---.---------------- ---. I" x 2-7/16" x �/U` (fiora/lback) X 1/5" (side) -----------.-- Lind a of Use Installation Instructions Approved for use in HVHZ: No '- I 1-31*31], R3 11 Mullion FI 3136 a -. Af - - - justrE r P A pproved for us. outside HVHZ; Yes Verified By: Wayne A. tioCk, P. E. PE -525 13 3 I -P act Resistant: No Created by independent Third Party: Design Pressure: N/A Evaluation Reports Other: 1) See n5tallatkni Inrstrur:tiQnc/UQSg(i PrQ�a­ I FL -3136 R3 AE FEIIOO1-Rav2-ER Mullion,­pdf Drawings for UP. 2) Sue Mullion Product EValWatidri Report j-1AL-R3AC KCLQAUcen5�,e.pdf FLq for complete list of Llnll atiot-5 and Condiflons, of Use. - -----� - Created by 1IndQpQndant Third Party: 3136.14 1 tic. FE5713, Fin Tube Mullion - -- -- I" x 4" x 1/8" ---------- .---------------.-- Linfits of Use --­ ­­­­­ installation Inntructions u App, v.d ion US. in HVHZ: N ELI 1-1 -r,,,- FL3136 R3 11 Mull IJ6.pdf l Approved for .so outside HVHZ; Yes Verified By: Wayne Bl�fl�Tlll. PE - 52553 Impact Rcls ll,turlt: tie Created! by Independent Third Party; Design Pir-oir.: N/A Evaluation Reports Other: 1) Sea In'talloLion Instructions/DesIgn Piessure FL3136 R3 AE F-EIJU02-Rdv2-ER,.Mul[[un3.pdf DrowinUs for UP. 2) Sue Mullion Product Evaluation Report FL3l36-R3_AE_KC�_QA�Ic,ii,��p,lf -� . for complete list of Limit I altars arid Condition-, of Use. ---- created by Independent Third Party: — 3136.15 [N- -,E 5714, Fin Tube Mullion -- ---.,--------------- I"x 4" x 3/8' Limfit� of l Installation 1.st,.,ti ... Appi .v,d for use Ili HVHZ: tic FI ­3136 R3 It Mullion lus,till FL3136 6-Q6.pdf Approved for ... outside HVHZ; Yes Vat [red BY: Woyne A. Block, P.E. 52583 Impact Resistant; Yes Created by IndepEndent Third Party: D-itin P,.,,.,e: N/A Evaluation Report. Other: 1) See I R Ste I I ation IrstrLJCfl0h,/De.lgr Pressure Fl­3136_R3--AE-FEIl002-R.,2.ER fluIllons.pIlf Druivoigs for UP. 2) See Mullikin Product Evaluation Report Fl­J1'36_R3_AE ... KCI QA Eice.- put for complete list of Limitations arid Condition, of Use. :=='--'--- Created by independent Third Patty: .. -------- r,,o-.-,.-,------- 3136.16 L5715, Flange sill/fl. clip ---.--�-�--,--�-.--,--..-------- Flange ,111/fill clip for 1" X 2" mullion . .... -- Limits of Us. Installation I..t,.dti ... Approved f., use in HVHZ: tie FL3',6 ... R3_11_F,Iullian-ltlstall_FL3135_6-06.1)df App, .ved for use .utsid. HVHZ: Yes Verified By: Wiyne A. Block, P.E. PE - 5258 3 Impact Resistant: No Created by Indqpondent-throl Party: Dendq " P'-- H/A Evaluation Report, Othen: 1) See installation Instructions/Design Pressure FL31,-3'_R3 AE FF11002-R-2-ER IuIiIH.n,.Trffd Drawings for UP. 2) See Mulflon Product Evaluation Report FEZ 1. 5-Rj�­8.E-K.CI­QAItJ Ectrsco.plAff for complete list of Limitations arid Conditlons of Use. ­­ created by Independent 'Third Party: -1 ....... --..----- 3136,17 ...... ---[N.. -"-'-'16, Flange 5111/fill clip ­­­ --.,------------ --' ­ ' Flange ,111'1/fln clip for I"x 2 7/16" mullion Limit, of Use Installation I.I.toriethan, Approved for Use in HVHZ: IN fLql'36 UILMuflionInstalIFT-3136 6-06.p(if ' _ Approved for us o outside I -I Yes Verified By: Wayne A. block, P.E. PE - 525U3 Impact Resistant: No Created by Ind open dent I lurd Par ty: I, ..ign Pressure: NIA E-Itathon lt�polrtrs Other; 1) See Installation fln.�tructlons/Deslgn Pressure FL3136_R� --- AEJ EIIQQ,�--RQV2- ER­fJu III Qn�, Pdf Drawiritis for UP. 2) See Mullion Product Evaluation Report FL�13C� R3 ,8_E I�C1­QALIcrr,sd­gdlf fur ,,vurplace list of Limitations arid Conditions of Use ' ---- ---- Created by I,udvpuudQnL Tl,i,d Par Ly: -- 3136.18 --i No. FE5717, Flange Tube Mullion ----.--- -----.------------- 2" X 4" x 3/8" (front/back) x Q6` (side) I - .. 11 I gT! 0,jrap"l N1 "j 11-1 PE I 1- 'm I , , I -11 $ j !1 N I I 11 r- - ". In., � L#. :Il. , I � % I . .' i Z "I"T -",lli�nl� "I I � -1 , '4 2 ­ 'IN 1,114 ' Roofing i i . � I im, V 1 . I �A""'��N'­�7� `4 'j NO- �' �� '�""� ""i" I " .' I I L - ` 11 I ' ol'a an ' I i ` -' 111 .7 - 19 i'A - ! 1�t"'�'.'Oiio 111'11�' ,lei , � I � .11 '" I IA I * "M - ffiliffill - I.1 MAN Conipflanco Method 11 In is . - Y�i .. . ­.. . ZU'�'-Izl VIO UCISH-a i Login I WtrF,:vAraton 1 HotTvpK5 1 subrii,t5urlra,,;� . - , I Ensar,,rs i pubil 1 HUC'taff f IiCla�jcaM.p ' lu,�,5 � scarch I I ; � . Product Approved for -e I. HVHZ: No a . I Evaluation R p ,t - Hord-py R-eived R Iza­iO"� Approval , USER: rock U­ Florida Engineer or Architect Name who developed Robert rherrunee ­,­1A,,�.oeI.,IrI­ >L'Ca_q�&qLaL,j­­'2,xd) ,A,tk r rL,t, , Appl�tla. ld�t.d � tire Evaluation Report FL A FL5444-R2 Fl.,da License Application rypo RevPren Quality Assurance Entity cud. Vulslon 2(107 Quolity A5SUUdRCQr Contract Expiration Date Application Status ApplovQd Volidat-d By Comments Comments Quality A -u -mc. Contract E.ph-ti.. Date Arclurved FA. Certificate of IndulpQndence product Manufacturer C-t-tain-Feed Corporation -Roofing Addr,55/PhQna/E,njlI FO Box 1100 Address/Phone/Email ASTN D3161, Floss F 1400 Union MQQtlmj Rd ArchivQd ASTM D3462 E Ina Bell, PA 19422 Created L"y Independent Third Party: AS rM U/138, Class H �21 5 ) 274-2,350 Alufada I hurricane Shutters alex.jovanovic:��)kpprOtlUCtS.'OtTI chord. ct.sriyderv�)salnt-IjQbaRrcom Authorized Signature Richard Snyder (D -0 richard.a.5nyder(�p5ainL-gobain.,om Opa Lo<lka, FL 3,3054 Technical Representative R. Allan Snychu (904) 69G ­1G82 Addi,ss/Phonv/E ... all PQ BEA 1100 Jhkelsaylpsernetals.cont 1400 Union Meeting Read = Authorized Signature Blue Bell, PA 19422 Robert Ancrad, = Alla,i.R.S.yde,(�O.int-,j�b�i..�.- jlil�Ql�;�,ya.;(;1,1,2tal�'.cui,I Quality Assurance Repre,011tatiVe Addrts5/PbunejEr,ajI Category Roofing Date Validated Subcategory Asphalt Shingle, 03/01/2009 Conipflanco Method Evaluation Report Ifirwiii a Florida Registered Architect or a Licensed - Vinyl Siding Flat Ida Professional Engineer ----.-.----.---------.----------.--...-,.-----.- Installation Ilh.tl uctica" Approved for -e I. HVHZ: No a . I Evaluation R p ,t - Hord-py R-eived R Appir-ed for u- outside HVITZ: Yes Florida Engineer or Architect Name who developed Robert rherrunee Created by Independent Third Party! Yes tire Evaluation Report E-1.4ter, Report. other: For Use as exterior cladding only. Not for Fl.,da License PE -59166 (Doubts Created by independent Third Party: Yes Quality Assurance Entity Underwriter. Laboratories Inc. Triple 3" r/- 86.5 Par with nails. Quolity A5SUUdRCQr Contract Expiration Date 10/01/2010 Application Status Volidat-d By John W. Krezcvi�h, PE Comments Quality A -u -mc. Contract E.ph-ti.. Date R Validation Checklist - Hardcopy Received A,,I,ivcd Certificate of IndulpQndence E 44 R? C.01 Trinity ERD !; r �(�rtcp�u:gen co, pcf Referenced Standard arid Year (of Standard) Standind ye"a Address/Phone/Email ASTN D3161, Floss F 2003 ArchivQd ASTM D3462 2004 Created L"y Independent Third Party: AS rM U/138, Class H 2(jus EquivalUice of PtuduLL Stbildard-. Certified By S.ctibna from the Code Product Approval Method Method I Option D Date Submitted 07/27/2009 Dat. Validated QU/I�;/�'009 - Dat� Pending FBC Approval 08/31�20ciq Date Approved 10/13/2009 FIL 9 I Model, Number or Name_ 5444.1 Ili I ead A5phalt Roofing I Sh�t Limit. of Use Approved for use in HVHZ: No App,.v.d for - ..t.id. NVHZ: Yes Impact Resistant: N/A D-ig. Pre .... - N/A Orth-'Refor to ER Section 5 for Unifts of Lise Description ----.-----�-.---.---.-.----.,-"� ...... ----.----. �-tab, laminated, architectural and 4 -tab asphalt roof Shingles ­­ , . ---­----­'--­­- , � I ­ ­ - Installation Itorritur-ti ... spholt Sl FL5444- FLS,144 R2 11 erO72709FINAL A, R2.pd Verified BY: Robert Nlemlnen, PE PE-59IGG Craoted by Independent Third Party: Yes E-hoartuart Report. I RL5.144 R2 ,AE cir,07270FINAL A, halt Shingle FL5444- � 144-p�f ! Created by Independent Third Party: Yen 1 : - F.., -k] F.7-1 �'­Lz;alo '­"'F�4- .­A.fG.,u..,RyArIa a 'k'i" rr""�' c� � 0,,'�� CW� Ind5l"'of."ti, '� '� SI, '­"o'k&'.'­'j '�,'; ,,,j zn.,�.�,F.r;d,22Jb9-2100 / 1� F- eii.,U) 11 1 841� - I I i I ; ��. I I I .- 41. � � � - 'I , 'I" r Ai"'IVIIITR 2. m" , . I h ii afill I; A I 1111 I I , : n I � - I - i - El * �" - � ' 11i - " , '�' ,,, --- -,T �� r, -�' ", - . I 0 11 m 1. i .. - I ,.I -3 1V I. - , - 2 1�i in ' g IRT" I E it 11,07 z'.;A''.01vA'T1.7 grfm"'i K�nn . - i � . � I : FCI31u­ I 1,,, In I U-, R,o,f�.,H­ I lh,� T,,,,, 1 �.,h­1.""-j"',, I "f-.&F­r��' PuLkars'a � Fed 5roff r HCH ate roll, ' ii,A, 2 71.,11, I ,J�E'�.j duct Approval USER: PWc 1.5,I1 VIN, Pro E,e,j­A,r­I­,, ;.-1.---,,,I,--.- ;-Adai�­PPI"ra..­'j FL 9 FI ­12103 Application Type Near Code Version 2007 Application StaLus Approved Comments Airchl-d F1 Product PlannufacLurQr A15idd Add,aa5/PhQrd/EmoH 3773 Stat� Road Cuyahoga Polls, OH 44223 (.330) q22-23'39 nthompsomI)a;5ide.dorn Authorized Signature Nick Thompson nttfionripson(-�Jalslde.corr Nick. Tl,.,,,p,a,l Technical Representative Address/Phone/Elluall 3773 State Road Cuyahogo Falls, OH 44223 utlounp,olle-jol'ide.cQuir Quality Assurance Representative Jack flowery Address/Phone/Eniall 3773 State Road Cuyahoga Polls, QH 44223 - (419) 353-465C, jmowe'y(g1..I'1dc'cQm category panel Wells Subcategory Siding I Compliance Method Evaluation Report from a Florida KegIstured Architect or a Licensed Florida Professional Engineer @,` Evaluation Report - Hardcopy Received I Florida Engineer or Architect Narlid who developed Alan ReeVes the Evaluation Report I lorida License PE -19354 Quality A5�surance Entity Architectirral Te:itirog, Inc. Quelity Ass ..... o Contract Expiration Date 12/31/20 I I V�Iid�ted By Steven M. Urich, PE 4 Validation Checklist - Hardcopy Received Cal of Independence FLA21-k(U-F L(L��Lml.! 9L LJd.QP.gLd1riJE;a4I;-f Referenced Flanddrd and Yu�u (of Standard) lit,unfa, d ye"n ASTM D 3679 1005 -1, "' q ilf,jj�jj -� 0, 11 Equivalence of Product Standards Certified By 1 Sections he'll Line code P -d -t App,. -I Method Method I Option D Date SUbmitted 02/12/'1009 Date Validated 02/25/2,jO9 Data Pending FUC Approval 03/01/2009 Date Approved 04/07/2009 0 R '��22�?­­­­--- C-"­tL'-y­­---- - Vinyl Siding I ' Limits of Use ----.-.----.---------.----------.--...-,.-----.- Installation Ilh.tl uctica" Approved for -e I. HVHZ: No FI -12103 RO It C-'u-t'Yd?.q-f Appir-ed for u- outside HVITZ: Yes -�'/'. Archiltectural rusting, Inc Va'ified — Impact R.si,Aaart: N/A Created by Independent Third Party! Yes D-ign P ...... e: NIA E-1.4ter, Report. other: For Use as exterior cladding only. Not for use III LL -i 11 '33 RG AE Cov-,ntryd�df HVHZ. Allowable Design Load for all configu rations (Doubts Created by independent Third Party: Yes 5", Double 5" Dutdilaus, Double 4', Double 4*' DURchlap, arid Triple 3" r/- 86.5 Par with nails. 2007 11 i t I, -1 1-1 1. ... . I 11 1-1 I � It laill � lj�fifsfv I tirldral I " I 0 111. W yw iv ­, 'I - � 4'�'�' - " .� I � I ' , MISR, 91h � Model, Number ar Name I , .-It, . K", i "I'll fil t ta I � . . I'll & "'UF r. - I I. � - Is ' .................. I . I t. � 11 .- , � � �' � 'Tj I J I if ill --� r t llp '' F 1 12" .I I --- � i j iP , M141111111 LLIM , E, if , I I t j�,K Installation Instructions -----. --- -1 - - ­ � A .InS1,,­ I 1,,, In I U��'.'P."',t­[­ I it. r.j,,, I 5j ... . --i-C. I st.t,NIv',N f PWc.tk�­ : F005'ztf t, OCJS�k,,M�p : ljq,s ; S-1, I � �Zlr'.'� - fl (iI 1)PiI Approval I Desight Pressure: +70/-70 I I �is , WTSER: �,kra j-, 1-1 l"I", , :� zl�' other: Must be Installed a-, per the manufacturer-, Fl ­11122 -2k-61 , �-1195 ion 09 ud : E2 I _L2 .- Appk­a. U- J Elllav`t�Tw?'�IN-Ilu I �P111-IrA1,1 epol ts- ai��J)­NSTI�, 1� - 1� _ . Ease Verified by: Miami -Dade BCCU - CER FL # FLI'199'- ?!.O.v�,L4-�.i3�YALPJ&ilu,Pl�,11I -1111k, I- -1, -A-1-1- t - �. Appli-i.. Let,01 Application Type N.0 Created by Independent Third Party: - Code Version 2007 Li or it. of Li Application Status Approved FL2075 R3 r CAr 07110506 RVIO MIAMI DADE,p_�Lf Comments Quality A -u -mc. Contract E.ph-ti.. Date Impact Reusistrint: NIA A,,I,ivcd IS 1-tralhathm, Inst-thans Product Manufacturer KAYCAN LTD CohnnICIAS Address/Phone/Email 402 Buyer Circle Created by Independent Third Party: ArchivQd Whist-, VT 05495 P Created L"y Independent Third Party: (9U5) Y93 Ext 2J!, -9462 Southeastern Metals Mfg. Co. Alufada I hurricane Shutters alex.jovanovic:��)kpprOtlUCtS.'OtTI Add, ds5/Phore/EtujIH Authorized Signature JovanovicAlex (D -0 alex.jovanovic(g),I<ppr,)ducts.co,n Opa Lo<lka, FL 3,3054 Tudirical Representative Alex JOVangvh; (904) 69G ­1G82 Addies./PhonuJfinnah 255 Summarlea Road Jhkelsaylpsernetals.cont Ura,uptoa, NON -US 05476 = Authorized Signature (905) 793-94r,2 Ext 235 Robert Ancrad, = alax.jQvaruvic@kprprodurt­cdun jlil�Ql�;�,ya.;(;1,1,2tal�'.cui,I Quality Assurance Representative Alex Jovanovi, red ... ic,d RulnusuototIve Add,­/Ph-JEnnoll 255 SumnI Road M Address/Phone/Enwil Brampton, NON -UIS 12345 6971 West Sunrise Blvd. 104 (41G) 553-GB18 JacksunvIllo, FL 322 10 CD V� �l�x.jova�,ovic(��kppioducts.c,),,, 4-- category Panel Walls M Subcategory Soffits n Compliance flethrod Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation S,ult-, Inc. Add,d­/PhonL/E,r,,dI Quality A,curam;Q Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Robert A. Walz, PE (904) 696-4204 ',4 Valjdati�u Checklist - Hardcopy Received CortifcatQ of Independence FL12199 RO C _jCC (-_- -01 ,ft��,.��tt��..�Qt_lji,tqp,�,jq�;,1_41,,p�( Referenced '�'tandard and Year (of Standard) Standard Y -V." ASTM 03679 2005 Equivalence of Product Standards Certified by sections from the Code Pt odLj,.t Approval Method method 1 Option C Date Submitted 02/26/2a(19 Date Validated (13/02imoJ9 Date Pending FBC Approval 0 3/05/20019 Date Apprtved (14/07/2001 I'L # � Model, Number ar Name D-ciripticat ­- . - ----- 12199.1 - - 1 12" -------- Triple 4 Partially PQrfQrdLQd Vinyl Svf(,L - Limits of T- Installation Instructions Appir-al for I.,. in fi tie rl I? 1914 RO Lj<.Lyran lo,r.H.H.. pdf Approved for "so outside HVHZi Yes Verified By: [CC Evaluation service, Inc. Impact Resistant; N/A Created by Independent Third Party: Desight Pressure: +70/-70 Evaluation Reports other: Must be Installed a-, per the manufacturer-, Fl ­11122 -2k-61 , �-1195 ion 09 ud : E2 1, I 11 11 i � R 11 Itt I , I I �` t J. I pq�j ! '* " Ill ,f i I I � - '� i , i .11 I � T� , ' 3 ti �: .. I ", 'i I 0. - L ' ! No$ Vl��'A i -, M, I L' " �" , 6 1i F1 ; 1 11 1 ; � L.a 4r 1 uca, re,jso,i..,, I Hot rrpr, I s,F­ I. -,,,I,,,,, I SIM,& F,,Lta I ,,,bl'alons 1 I -tic sent 1 BCO S.t' Map 1 11�-' I �­"h I m..,,jr� I ,. ' Product Approval USER: P,Llk It- -9 61111 ". I Ena'L - E., A E, � ... ... I ,1"'�'­ ,'��d,,t or,�,,rijratjon --ooj � 1�,;J=V�h.ijkt.- Applk�tloll U01-1 FL 9 FL)075-R3 - Appicatlov, Type Ruvl.lum Code Vur�,Rri 2007 Application Status Approved Corninents Archived R Product Manufacture, Florida Metal Products Inc. Add, ­s/Ph.no/En,a I 1 C940 Stuart Av. la,;k5unville, FL32254 (904) 783-6400 clark(�Ptlamco.cotn Autlwrl�ed Signature cI4rkjQrw5 clark@f4finco.coni r Technical RupruSuntativu d�'kjond5 Address/Phone/Ernall p Q box G31U jucksonivillQ, FL 32-1:16 (904) 78J-8400 clork,'�pflamco.cbhr Quality As5u,orcry Representative clarkjone� Add, das/Ph one/Enjo 11 p Q box 031Q jocksorivilld, FL 322:16 (904) -/U3-f34U0 clarkoflanica.cour Category Roofing Subcategory Rouling Accessories trot are an Integral Part of the Roofing System Compliance Method Certificdtion Mark or Li,qing Certification Agency Mionui-Dodra 6CCO - CER Validated By MWuni-Dadra BCCO - VAL Ill , � arl"��' " IN'. , ' � I . , Referenced Standard arid Year (of 5tandard) �jt;lt - nA;tUdj XAME TAS IOU (A) 1995 CEquivalence of Product Standards ertifled by Product Approval Method Method I Option A Date Submitted 06/05/2006 Date Validated 06/30/2000 Date Pending FBC Appruvil 07/01;/2008 Dole Approved Q9/15/2"18 .--.--..---.--- - �mnnnrairy A Products -. FIL # Mud.], Number or Name 0.4"iPti.a. -- 205.1 -L--- - � VEN IRV10 VLN I RV10 Li 'nith, of Us. C-tificati.. Agency Cut tificato Approved hair use in HVHZ: Yes Fl. ,Pdf Appiroved for use outside HVHZ: Yes Quality A ........ Contract Expiration Date Impact R-hit.rit: N/A 01/31/2(109 Design Pi .runn es N/A fout.alloti- In't.-timi. Other: FI -21075 R3 11 07-11.05.06RV1011TAMIDADE.Ind .... ':"�'I"'� I �JM-'Ar.,ilk � P"'..1"'t- Verified by: Miami -Dade BCCU - CER Fj."r,EX,EEE,dp,jc,� F,�l.,,�,-,,,,Ii,,,,���-��h>L,,k�.iLt�,�--l�.,pl�t[�.D�t�,I Created by Independent Third Party: ?!.O.v�,L4-�.i3�YALPJ&ilu,Pl�,11I -1111k, I- -1, -A-1-1- t - �. Appli-i.. Let,01 Evaluation Reports -..-- Created by Independent Third Party: - ---------1- ----- 2075.2 VENTRV10 VENrRVIO Li or it. of Li C-lifi-tha. Ag ... y C-tir-t. Apin.ved lot rise in HVHZ: Yes FL2075 R3 r CAr 07110506 RVIO MIAMI DADE,p_�Lf App,.v.d for it,. outside HVHZ: Yes Quality A -u -mc. Contract E.ph-ti.. Date Impact Reusistrint: NIA 03/13/2013 Design P,-..,.: N/A 1-tralhathm, Inst-thans Other: F1 2075 R3 11 07110506 RVIO MIAMI DAU� pg _ CohnnICIAS Verified by; Mlanil-Dade BCCO - CER M9 Created by Independent Third Party: ArchivQd Evathr"Itha Report. P Created L"y Independent Third Party: W�dk] FN Tfl U,Pnr, 11aAd­­­ h.h( .rc­n­y1ff.J'. Fk,,',', 6,,kr,j Cv , UuF­ 2sc.d--d5to, "l, sr Siu.o,d 01, de'l-I'd 'ofla-­�' �1..d' j'ejY9,21(ju . �� I � : �" L � ; I'll � ! , . 4 ; � � I I 'j' -""' 14� 1, � 1, �E3F� � , " '* - ' '�' "I I 'a i P T; I � 11 � , i H . -if -12 I : 4* I.., AC a- ' 11 Ill. ii . q - ,E' m.,boa . ... i Kff Wiv ,mah, lllwflfrmnv�n UCIS H-. 1 L.P 11 1 JS1­1,1;r,1­ I Hkh F.,- I S�,b,,,Lfud.,,. I 'A- &F- I 1,,br­b,.1 1 'Gc5u�" 1 acsx1ei"', 1 Hr- � -h I (i:ar , jM\j'P­d­t Approval "'ffl' N i IN .1 Florida Lictint,Q -- ---,-- - 9 ��,` USER: I'11111 Id,, . 'j_) �Cllil�,�,a I (,,a I, I U-.,, ­,,,E,rA­ I P"t rc,j-, I nd .... ':"�'I"'� I �JM-'Ar.,ilk � P"'..1"'t- j Full. r'nflf ; FIC1.5 �'i'. K', ; I "k, I n'a"I' I Fj."r,EX,EEE,dp,jc,� F,�l.,,�,-,,,,Ii,,,,���-��h>L,,k�.iLt�,�--l�.,pl�t[�.D�t�,I It Product Approval fUSER:PWO.5�1 ?!.O.v�,L4-�.i3�YALPJ&ilu,Pl�,11I -1111k, I- -1, -A-1-1- t - �. Appli-i.. Let,01 M4 Validation Checklist - flat dcopy Received FL 9 FL11024 FL 8 FL722-R2 ApplIcatIon Type tie" Revision 55TO 12-99 1999 Code Version 2007 2007 Application Status Application Status Approved Comments CohnnICIAS Archived M9 n ArchivQd 0 P Addr­/Ph.­/Em1II Product Manufacturer Southeastern Metals Mfg. Co. Alufada I hurricane Shutters r Hialeah, FL 33014 Add, ds5/Phore/EtujIH 11801 Industry Drive . (D -0 Jack5wivill., FL �32218 Opa Lo<lka, FL 3,3054 Authorized Signature Steve Pulliam (904) 69G ­1G82 ( :305) 6138-4YU], Lxt 19 EngincerinIF,smetaltech.com Jhkelsaylpsernetals.cont alitliollyudlufabiluilic,ille.culfI = Authorized Signature Jeiuny KeISQy Robert Ancrad, = 0 . - jlil�Ql�;�,ya.;(;1,1,2tal�'.cui,I arittioriypalufabliurric�itie.cotti M red ... ic,d RulnusuototIve Jercry Kelsey Pcd,u U. Figuakedo M Address/Phone/Enwil 11801 Industry Dr. 6971 West Sunrise Blvd. 104 JacksunvIllo, FL 322 10 CD V� " 0 4-- (904) 757-4200 Ext 4582 = M l+- jIIkeISQY@'drI't'llS.cvrI n �- Quality Assurance ReprLsentativu Ge,ry Fholsbe,gor v) < Add,d­/PhonL/E,r,,dI 11601 Industry drive Jack,onvIlie, FIE 3�213 (904) 696-4204 'jI'sIIQt-�lbQ'UufUSQ ... etalt.cu ... Category Rcoflng . -,ulbcalogory Products IntrodhKed as Q Result of New lechnoluoy CQruplianc� Method Evaluation Report front a Product Evdktotiwi Entity Evaluation Entity MIjrnl-D4du BCC() - EVL QUallty Assurance Entity Mlaull-Dide BCCQ - QUA Quality A5,urancc Contract Expiration Date 04/15/2014 Validated By Mlanil-Dadc BCCO - VAL Certificate of Independence Referenced Standard and Year (of Standard) Standard Unit: TAS 100 1995 EquIvolence of Product Standards Certified By Approved Evaluation Entity Fl. I 1024 rLEg tril -811la 1 dc.Ygnt, PX I ,Q,tiu,,S flour tire Code � ' � 'i 1,11'r ' I ; � � I I F ': 1 �!: z � � .... �� ' I I F'... 1 11 ; 7 rornpIkulce tletrod - "'l e 1. � '4 I' � � 1 11,tif NPI I " . ' - M MIS � ' ij 11 "'4 "�- " MR " at" " ' " I � 10 I I 6 NO H Evoluration Report - Hard,Qpy KQcuivQd i ill L KcdLQrL E. MQnsQur I N i IN .1 Florida Lictint,Q -- ---,-- - 9 .� in A �Cllil�,�,a I (,,a I, I U-.,, ­,,,E,rA­ I P"t rc,j-, I nd .... ':"�'I"'� I �JM-'Ar.,ilk � P"'..1"'t- j Full. r'nflf ; FIC1.5 �'i'. K', ; I "k, I n'a"I' I I I I I " I 11 It Product Approval fUSER:PWO.5�1 ?!.O.v�,L4-�.i3�YALPJ&ilu,Pl�,11I -1111k, I- -1, -A-1-1- t - �. Appli-i.. Let,01 M4 Validation Checklist - flat dcopy Received �� ..... P,,Id�,tA"..",]P.,!,��,P,.,J.L",Al"lliC�Libl,�,,,CI >t­I­h,,IU, >Applr�aionibetoll FL722 R2 CO; L�-2,1­��rt hj1flI�jj".jf FL 8 FL722-R2 AS rM E330, E1996, E1936 2002 Application Type Revision 55TO 12-99 1999 code Ve'siun 2007 2007 Application Status Approved Application Status Comments = Archived M9 n Product Manufacturer Metal Tech, Inc. P Addr­/Ph.­/Em1II 7 ' 3 5 " 2nd ct Product Manufacturer Alufada I hurricane Shutters r Hialeah, FL 33014 Addre5a/PhQno/Emall (305) 970-751)7 (D -0 stevaqPniratoltech.c.un Opa Lo<lka, FL 3,3054 Authorized Signature Steve Pulliam & ( :305) 6138-4YU], Lxt 19 EngincerinIF,smetaltech.com TQ0finical Representative Addiess�Plfiorle/Email Quolty Assonance RQp,Q,.cnIeflvE, Address/Pho,re/Einall Category Shutters SubcahtgQry Stolln Panels rornpIkulce tletrod - Evaluation Report from a Florida Registered Architert or a I-Iremed Florida Profcs�lonrdl Engineer H Evoluration Report - Hard,Qpy KQcuivQd Florida Engineer orArchited Name who developed KcdLQrL E. MQnsQur the Evaluation Report � Uri- 1 �­,h 1 Florida Lictint,Q PE -11955 Quality Assurance Entity National AccrediLditkIn arid vIdniguinunt ItisiltuLe Quality Assurance Contract Expiration Data 12/31/2010 Validated By ORLANDO L. BLANCO, P.E. ?!.O.v�,L4-�.i3�YALPJ&ilu,Pl�,11I -1111k, I- -1, -A-1-1- t - �. Appli-i.. Let,01 M4 Validation Checklist - flat dcopy Received Cortificate, of Independence FL722 R2 CO; L�-2,1­��rt hj1flI�jj".jf Referenced Standard and Year (of Standard) Standard X"t AS rM E330, E1996, E1936 2002 I M -02 2002 AST E 330 Revision 55TO 12-99 1999 equivalence of Product Standards Certified By Sectlons from the Code Product Approval Method Method I Option D Date SubmItt-cl 0112712009 Date V.1idated 02/02/2009 Date Pending FBC Approval O�/11/2009 Data Approved 04/07/2001) I Model, Ahmuber or No- I FIL # . (Irescription .------.--- _____ __ ___ � 722.1 Huidcdne Pdnrd Li its of Use Installation Instructions "' Appor-ed for use in Ui No ,E-l�z.;U-Rll-l�-(ILII-IIEI-",-Ii�IU-41-11-F Approved for ,is* outside HVHZ; Yes Verified By: Robert S. Monsour PE 11955 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Repoa I. Other: Not for use In H Igh Velocity Hu I n a Zones of the FL722 2 -,a. ­Q2 -,L —evaluation*Pff Florida Building Code. Maximum Span 140" at 24.5.1 P.S.F. Created by Independent Third Party: Yes MaxiniurriDe5ign Load 103.02 P.S.F. with a Spon of 55" -------- I -1 iL E111L �'-jl -A,10111-1111111- D. L�P­rr' ,,,,,1,zaf ,tC,,l ... Ironotj,Afflil. '. fl­fai� C.d. -d". llf d ­'d -da"l, le'55 ",7"u, 11, &L'r,"'d . r',W��­, rk'Wa J2's��21vo so) 4411-i,124, rb,� (050) 114-6436 � I I � MN 1, I ' 1 i " . I I , I ill � fl i i I � "".HMR�0! $�`! Tl'�?J 41, 1 � I! R , � ", " 'I � - � '211 F ­f,' ';M'* r�� 'I . .' , 71 i it'dlt rp'a.411 Shutteirs I Pi i tt 1 I I � I ..... � I � �� r i � : In � i . : � " i t. n, .� . - D, I - ""�'�' I I ',- , �' , ....... I ;;;;;; " I . 1.11 11 I lllililf 1 j I wmi 51. "I'll, I'll my'a T�,,i,,*�,i��,�,;i�igep.r�lg�i�T u. OCIGH-a I Wgir I u-'F't9;'t"'U'1n I I�c',,P',, 1, �-,Ib,ii,5­1­Ir, I U,,k5e-F­k I `-LiV,,L,,,u 1 FLIC�t,iff 1 LKI'ISt�Itlap . � Uri- 1 �­,h 1 .. ra­­'� ` I P-olu,t Appir.-I � Otb qu,lity A'Surono. Entity National Accreditation and MandgeniGht Institute Quality Assurance Contract Expiration Date USIR: i �U' J�111 Voldatad by Jurors Gonzirlez, P.E. �> ?!.O.v�,L4-�.i3�YALPJ&ilu,Pl�,11I -1111k, I- -1, -A-1-1- t - �. Appli-i.. Let,01 Certificate of independence FI ­4H04 R2 COI 09-0:3-1 CLEI,flf FIL 4 FL4604-R2 AS rM E330, E1996, E1936 2002 AippllL�U­ T'ype Revision " CL = cQdu Version 2007 (D C) Application Status Approved = Comments -0 n . Archived P (D 4-- V� Product Manufacturer Alufada I hurricane Shutters Inc Addre5a/PhQno/Emall 0m)0 NW 30 Avenue (D -0 0 Opa Lo<lka, FL 3,3054 -0 & ( :305) 6138-4YU], Lxt 19 . 0 alitliollyudlufabiluilic,ille.culfI = 0 — Authorized SOndLuro Robert Ancrad, = 0 . - 1 1 arittioriypalufabliurric�itie.cotti M rutl ... lcoi kup,Q,QutdtivQ Pcd,u U. Figuakedo M V) — Address/Plione/Erwil 6971 West Sunrise Blvd. 104 PI a ,,L,tlQt,, FL 33313 Engcoc),lol.con, Quality ASsur,ucu Represtantotiva Add roS,/Phon,/Ernj I 1 Category Shutteirs Subcategory St."n Panels Compliance Method Evaluation Report 'ruhn a Florida Registered Architect or a Licensed Florida Professional Engineer 14 evaluation Report - Ilardcopy Received F orlda Engineer or Arch itE,t Name who developed Pedro Do Figuelredo Ble E-luation Report Florida License PE-52GO9 qu,lity A'Surono. Entity National Accreditation and MandgeniGht Institute Quality Assurance Contract Expiration Date 12/31/20 10 Voldatad by Jurors Gonzirlez, P.E. �> - Validation Checklist - I krdcopy Received I;L Certificate of independence FI ­4H04 R2 COI 09-0:3-1 CLEI,flf RQferQnced Standard and Year (of Standard) !A411gallEd y9tal AS rM E330, E1996, E1936 2002 Equivalence of Product Standards Certified by Section. from the Code Producl;App,..�l Method Method I Option I) Product Approval Mothod Mothod I Option C Unite Sulomitled 04�1012009 Date Submitted 07/09/2008 Data Validated U4/22/ZQ09 Date Validated U7/17/2008 Date Pending FUC Appi-oval O'/16/20aq Date I irling IBC App,uval 0711I312008 Dotu, ApInuved Oo/U9/zOU9 Q Do L U Approved 09/15/2008 Sonorultry of Pirladir,t. Stationary of Products ------ FL # Model, Nurrdn,r or Nanno De-ripti.it FL # ,110 Description I - 11024.1 . ill WQathbr-Vent" ---.1.1-- Off-KIdg ,IBQ4.1 I 24ga U 229a Steel Storm Panel. Corrugated 2.29a and 249. Steel St . ortn Panel, --.-- --,.--- Er Static roof vent Limits of Use Installation Instructions Li IuR3 of Us. installation Instruction. Approved for use in HVHZ; No FL4,,O4 K2 11 09-032 Q�)Lc�pjj Approved for use in HVITZ: Yes 1`1-11I.24 RO 11 �UOB FICA Weather Vunt.pd Approved for use outside HVIIZ: Yes Verified By: Pedro De Figuereldo 526U9 Approved for use outside HVHZ: Yes Verified By: Morni-Dade BCCQ - EVIL Impact Resistant: Yes Created By Independent ildird Par Ly: Y., Impact Resistant; N/A CrudtQd by Independent Third Party: Dmign P-11-1; 1-104/-104 Ev.1tradirain R�p.irt. Design Pressure; N/A Evaluation Reports Oth- Pi oduct to be RI,UnIf,rCtLurQd, designed and installed Ft�amoa R2 AE 09-032 PER.odf EL!Iqa!-RLAE�IU4-tL(2LV-QiltlL,�L�,�JiLk�I � a,, per chawhig 09-032. Created by Independent Third Party: Yes Other; ­ -----.----1 -� E� - -e* I.-.-, [2�llrtj [N 11-1.11.111111- ­11.1"'� ,"'l- Qi,pallo1e'XorCa=1R,Affa � �p,d­,( ufC­ .... -Ay Afl,;rs Fro"'a rtollars'!j ...... rr,,id� B,doV­ C­f� ��­ C.1--as- -'� C,,d­ -d St-��,, , 555 S-7-1 0, k D"'j'. _,j 11 -.1 .%i­� -11 b""I"d ',11,,h-- FI -da 32399-2200 T.��,I­­ Fb,kl, j�j'9-21CO j Q) (D - -E- (A -F U (a) , -?Z) �> = C-) -0 " (1) " CL = 0 (D C) 0 � = m -0 n . - a4-1 U (D 4-- V� (2) 4-.J - � M V) (D -0 0 -g -0 & . 0 C) = 0 — 3: = = 0 . - 1 1 — M i 1.4- M V) — . Ln CD V� " 0 4-- t C-) = M l+- M 4--i n �- 15 . = v) < 4 �� 111111111111111111111111MIffill � z N N 0 0 1 N M j Tw IrM - .1 �'-� -1 i 0 ' ' Is I ill, L i I �' . 7 � 1kd1i rj 'a-, ' �rW� ' ' I , ii ii ill', I , I Is' , I , � "- i ' ' - -00- 'm j", I 11 - A— I � � , I " . I LLJ < z = < __j CL SHEET NO. 4----,p a) G) = -) U (a > 0 " ) c (-,) < +--j U = = 0 L- 0 - V) M Cn