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HomeMy WebLinkAbout345 Bella Rosa CirCITYyOF SANFORD JAN 12 2011 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S Job Address: 3t zlle� reoj . historic District: Yes ❑ No Q� Parcel I.D: o2q - l °I - 3l 5oa -CYC - l� o Zoning - Description of Work: N E w SFT-- Plan Review Contact Person: --3oy\m Title: Pr-,c-�j-17 Phone:� t3i `��Co -U3U3 Fax:(-i�-t� �l-1� ���E�v E-mail: Property Owner Information Name Lt-7-Nu�-ArL . Phone-. (-Ta-1)tit- \-1ocD Street: 15550 1-%c4wrw RjE�- ,be-wc 1.�,� rte; 2lU Resident of property? City, State Zip: 35 -it -00 Contractor Information Nacre S -l -CVC kA Street: 155So l ccNrwv2�y , S�» re = 210 City, State Zip: Phone: Oa l) - �-[ L -t 1 Fax: V-14lo State License No.: 'C_ 67 Architect/Engineer Information Nance: _ �U-'Pe Phone: &A �`�U c2333 Street:Q S. %r�na ►�\ � rr,Tail Fax: _( cSA) City, St, Zip. TQV-1a t Ft-- 3gbc6�) E-mail: Bonding Company: w1A Mortgage Lender: N A Address: Address: PERMIT INFORMATION Building Permit ff Square Footage: C)C) Construction Type: No. of Stories: / No. of Dwelling Units: Flood Zone: A c- S,, : Q, Ra -W Electrical B" Plumbing 12( New Service -- No. of AMPS: UO New Construction -No. of Fixtures: Mechanical ((Duct layout required for new systems) Fire Sprink-ler/Alarm 0 No. of heads: \AODEL, F140�167"', INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 ABBREVIATIONS 3 ELECTRICAL PLAN 4 A.B. Anchor Bolt Fir. Sys. Floor System FOUNDATION PLAN Rad. Radius Abv. Above F.PI. Fireplace Ref. Refrigerator A/C Air -Conditioner Ft. Foot / Feet Req'd, Required Adj. Adjustable Ftg. Footing Rm. Room A.F.F. Above Finished Floor FX Fixed Rnd. Round A.H.U. Air Handler Unit Galv. Galvanized R/SH Rod and Shelf ALT. Alternate G.C. General Contractor SD. Smoke Detector B.C. Base Cabinet G.F.I. Ground Fault Interrupter S. F. Square Ft. B. F. Bifold Door G.T. Girder Truss Sh. Shelves Bk Sh Book Shelf Hdr. Header SHT Sheet Bm. Beam Hgt. Height S. L. Side Lights BOT. Bottom HB Hose Bibb S.P.F. Spruce Pine Fir B.P. Bypass door Int. Interior Sq. Square Brg. Bearing K/Wall Kneewall S.Y.P. Southern Yellow Pine Cir. Circle K.S. Knee Space Temp. Tempered Clg. Ceiling Laun. Laundry Thik'n. Thicken Col. Column Lay. Lavatory T.O.B. Top of Block Comp. A/C Compressor L. F. Linear Ft. T.O.M. Top of Masonry C.T. Ceramic Tile L.T. Laundry Tub T.O.P. Top of Plate Dryer Mas. Masonry Trans. Transom Window y Dec. Decorative Max Maximum Typ. Typical Ded. Dedicated Outlet M.C. Medicine Cabinet UCL Under Cabinet Lighting Dbl. Double Mfgr. Manufacturer U.N.O. Unless Noted Otherwise Dia. Diameter Micro. Microwave VB Vanity Base Disp. Disposal Min Minimurn Vert. Vertical Dist. Distance M. L. Microlam V. L. Versalarrt D.S. Drawer Stack Mir. Mirror VTR Vent through Roof D.V. Dryer Vent Mono Monolithic W Washer D.W. Dishwasher N.T.S. Not to Scale W/ With Ea. Each Oph'g. Opening W/C Water Closet E.W. Each Way Opt. Optional W.A. Wedge Anchor Elec. Electrical Pc. Piece Wd Wood Elev. Elevation Ped. Pedestal WP Water Proof Ext. Exterior P. L. Parallam Exp. Expansion PLF Pounds per linear foot F.B.C. Florida Bldg. Code Pit. Ht. Plate Height Fin. Fir. Finished Floor Pit Sh. Plant Shelf F.G. Fixed Glass PSF Pounds per square foot Fir. Floor P.T. Pressure Treated Fdn. Foundation Pwd. Powder Room REVISIONS 09/02/08 1.00 NEW BASE PLAN 02/12/09 2.00 CODE UPDATE AND REVISION 04/20/09 2.01 FIELD WALK CHANGES 6/11/09 2.02 GENERAL CHANGES 8/10/09 2.03 FLIP BATH 2 8/10/09 3.03 ADD EXT. DOOR IN BATH 2 10/05/09 3.04 REVISE KITCHEN LIGHTING 12/02/09 3.05 ADD PORCH OPTION ® ELEV. "D" 12/10/09 3.06 ENLARGE TUB DECK 01/06/10 3.07 CHG. COACH LT. SWITCH 05/06/10 3.08 ADD EXHAUST TO BATH 2 \AODEL, F140�167"', INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 HVAC PLAN 5 FOUNDATION PLAN 6 ROOF FRAMING PLAN L1 LINTEL DETAILS SN STRUCTURALNOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engiricer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Quality Assurance Manager at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Y 0 n MASTER BATHROOM DINING RM. BEYOND OPENING AT FOYER BATHROOM 2 W.Affly1flWA x. - I WIC R.A.G.I it - OPENING AT MASTER BEDROOM ALT. LAUNDRY SCALE: Y4"=1'-0" OPENING AT FOYER (VALUE ELEVATIONS) I� �I TJA I I I (]A9 DA I II �I L- --=J M 100, C7A9 OA T-4" 00, 10'-0" 12'-0" _ � 1' 10'-8" 4001 ---- 2'-0" 10'-8" 1'-4„ OB - -- -4"X1'-4" "L„ SHAPE CMU 25 SH 8H COLUMN ---__-------------------- EGRESS* r'7 '=SHWR - a� I AV- BEDROOM:3� LANAI 9'-4" FLAT CLG. BA 2 2868 9'4" FLAT CLG. A.F.F. CARPET G.T. 9'-4" FLAT CLG. _ TILE 7'-104 , 3'-51" 6'-0a _ T-4" 17'-4" _ I VC �\\ 6080 SGD C'� 0DINING C M 9'-4" FLAT CL(1- CARPET G.T. FAM I LY 9'-4" FLAT CLG. a' CARPET A. H. STAND 28" H. �- _..._. 7._98,. 3'-28' 2'-7" 6'-1a" ' 3'-94,. HANSON BOX s 10 40 P R I N E - @ 36" A.F.F. LA I` 9'-4" FLATL( DRYER TILE FLAT TOP VENT THRU- ---- ------ ROOF -----------� - - I `ti I � 'Q I , V-6" 35 SH EGRESS* 12' -Oa" MASTER BEDROOM 9'-4" FLAT CLG. CARPET WO --_ 5068 BF ;..... o R&S cv R&S U.N.O. ... U) +31.9/-34.7 U) = �� ---------� -- H2 I - 1/2" FLITCH PLATE N SEE SN SHT. �1b 68 B O CO 1/2" FLITCH PLATE 5068 BF � z3� 4 SH M i. WIC I C 1/2" FLITCH PLAT- MC' - (2) - 1 3/4" X 11 -1/4 V Y I 9'-4" FLAT CLG. I � , B/q ��\ B r N C B•D-C `J CARPET 9'4" FLAT CLG. H7 _(_2)- 1 3/4" X 16" LO --------1- w TILE -U -- " SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND N 11'-34 Q t II.�P :\adv 3'-5" �. )wC%J - (D BEDROOM TG�Ji e best of Ute engmee(s' knowledge and undei.s.tapding, tfj� sUuclural plans and - Building Code, Rosidenfial with 2009 revisions 9'-4" FLAT CLG. CARPET drawing. 0DINING C M 9'-4" FLAT CL(1- CARPET G.T. FAM I LY 9'-4" FLAT CLG. a' CARPET A. H. STAND 28" H. �- _..._. 7._98,. 3'-28' 2'-7" 6'-1a" ' 3'-94,. HANSON BOX s 10 40 P R I N E - @ 36" A.F.F. LA I` 9'-4" FLATL( DRYER TILE FLAT TOP VENT THRU- ---- ------ ROOF -----------� - - I `ti I � 'Q I , V-6" 35 SH EGRESS* 12' -Oa" MASTER BEDROOM 9'-4" FLAT CLG. CARPET WO Y `f R&S I - TEMP. GL. ENCL. ON 42" HIGH KN W L. 3 J, ��b 42" X 42" `L/` SHOWER _-- -- Cj�o L wQ C ILE`TO RYER VENT ` - - EDGE OF SLAB 2" --_-- -- I THRU ROOF - BEYOND WALL - J 25' MASE:- U) I 11'-4" FLA CLG. - -X - A �- BUILDER O PROVIDE 54" x 22" C =- N w I (__) TILE 0o ATTIC APPLIANCE PROTECTION --- ; KITCHEN Z IC _� - - _ Z I - ice, ACCESS WHEN REQUIR D PER FBC 00 9'4" FLAT CLG. \ TILE NOTE: FINISHED 68 -PNL w/ I I WALLS TO BE FLUSH. -- I I x26" TRANS ABV FIELD VERIFY. - - V 8 VA .V_9J3 .TJD o - - - - GARAGE I\ -- 9'-4" FLAT CLG. A.F.F. - -- NOOK ,,...----------- -------------- ---- 00 b. 9'-4" FLAT CLG. �� '-�4 - 4 0 - �' I -- TILE - °p I - �o��_ ENTRY LO SEE ELEV. -- I 35 SH TYP. @ GARAGE OD8H a _ r 16 X 7 OVERHEAD DOOR 4 N 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"x76" HEADER SCHEDULE TYP. HEADER SIZE U.N.O. H 1 U) +31.9/-34.7 U) = �� 1/2" FLITCH PLATE w Lo H2 Y `f R&S I - TEMP. GL. ENCL. ON 42" HIGH KN W L. 3 J, ��b 42" X 42" `L/` SHOWER _-- -- Cj�o L wQ C ILE`TO RYER VENT ` - - EDGE OF SLAB 2" --_-- -- I THRU ROOF - BEYOND WALL - J 25' MASE:- U) I 11'-4" FLA CLG. - -X - A �- BUILDER O PROVIDE 54" x 22" C =- N w I (__) TILE 0o ATTIC APPLIANCE PROTECTION --- ; KITCHEN Z IC _� - - _ Z I - ice, ACCESS WHEN REQUIR D PER FBC 00 9'4" FLAT CLG. \ TILE NOTE: FINISHED 68 -PNL w/ I I WALLS TO BE FLUSH. -- I I x26" TRANS ABV FIELD VERIFY. - - V 8 VA .V_9J3 .TJD o - - - - GARAGE I\ -- 9'-4" FLAT CLG. A.F.F. - -- NOOK ,,...----------- -------------- ---- 00 b. 9'-4" FLAT CLG. �� '-�4 - 4 0 - �' I -- TILE - °p I - �o��_ ENTRY LO SEE ELEV. -- I 35 SH TYP. @ GARAGE OD8H a _ r 16 X 7 OVERHEAD DOOR 4 N 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"x76" HEADER SCHEDULE MARK HEADER SIZE �� m dd' � ', H 1 (2) - 2X6 #2 SYP W/ +31.9/-34.7 �\ 1/2" FLITCH PLATE CO H2 (2) - 2X8 #2 SYP W/ I I 1/2" FLITCH PLATE a �- SEE SN SHT. (2) _-2X1 0 #2 SYP W/ O CO 1/2" FLITCH PLATE ago 6 z3� (2) - 2X12 #2 SYP W/ M i. WIC I C 1/2" FLITCH PLAT- MC' - (2) - 1 3/4" X 11 -1/4 V Y I 9'-4" FLAT CLG. I M , B/q ��\ B (2) - 1 3/4" X 9 1/4" N C B•D-C `J CARPET 9'4" FLAT CLG. H7 _(_2)- 1 3/4" X 16" L --------1- LVL 2.0E Fb=2950 TILE -U -- " SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND Y `f R&S I - TEMP. GL. ENCL. ON 42" HIGH KN W L. 3 J, ��b 42" X 42" `L/` SHOWER _-- -- Cj�o L wQ C ILE`TO RYER VENT ` - - EDGE OF SLAB 2" --_-- -- I THRU ROOF - BEYOND WALL - J 25' MASE:- U) I 11'-4" FLA CLG. - -X - A �- BUILDER O PROVIDE 54" x 22" C =- N w I (__) TILE 0o ATTIC APPLIANCE PROTECTION --- ; KITCHEN Z IC _� - - _ Z I - ice, ACCESS WHEN REQUIR D PER FBC 00 9'4" FLAT CLG. \ TILE NOTE: FINISHED 68 -PNL w/ I I WALLS TO BE FLUSH. -- I I x26" TRANS ABV FIELD VERIFY. - - V 8 VA .V_9J3 .TJD o - - - - GARAGE I\ -- 9'-4" FLAT CLG. A.F.F. - -- NOOK ,,...----------- -------------- ---- 00 b. 9'-4" FLAT CLG. �� '-�4 - 4 0 - �' I -- TILE - °p I - �o��_ ENTRY LO SEE ELEV. -- I 35 SH TYP. @ GARAGE OD8H a _ r 16 X 7 OVERHEAD DOOR 4 N 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"x76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ +31.9/-34.7 �\ 1/2" FLITCH PLATE Co H2 (2) - 2X8 #2 SYP W/ +29.9 / -37.8 0 1/2" FLITCH PLATE F (V SEE SN SHT. (2) _-2X1 0 #2 SYP W/ O H3 1/2" FLITCH PLATE ago 6 z3� (2) - 2X12 #2 SYP W/ M i. H4 1/2" FLITCH PLAT- n.o� 0 n o H (2) - 1 3/4" X 11 -1/4 5 LVL 2.0E Fb=2950 0 B (2) - 1 3/4" X 9 1/4" N C B•D-C `J H6 LVL 2.0E Fb=2950 H7 _(_2)- 1 3/4" X 16" LVL 2.0E Fb=2950 � * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED " SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" +33.4 / -30.2 C\ +33.4 / -44.8 ) +31.9/-34.7 �\ +31.9/-41.8 Co +29.9/ -32.8 \ +29.9 / -37.8 0 SEE SN SHT. 120 MPH F (V SEE SN SHT. FLUOR PLAN SCALE: Y4"=1'-0" General notes 1. If water based ceiling texture material is used, Provide Yz' gypsum board for 16" O.C. Framing, or 5/8" gypsum board for 24" o.C. Framing. Note Y2' sag -resistant gypsum board may be used I.L.O. Of 5/8" gypsum. 5/8" type "X" gypsurn board must be installed on garage ceiling beneath habitable room(s). 2. R309.1.1 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 Frim) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, of other approved material and shall have no openings into the garage. 3. Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 minute fire rated door. 4. Any accessible space under a stairway shall be protected with Yz' gypsum board. 5. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. The exit alarm shall produce a continuous audible warning when the door or window are opened. 6. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. 7. The garage shall be separated from the residence and its attic by not less than 1/2-inch(12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable roorns 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 Frim) 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 7:7_ MASONRY HGT. @ 9'4" A.F.F. ..,M,., 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 AREA TABULATION LIVING 1677 S.F. GARAGE 428 S.F. LANAI 128 S.F. ENTRY 43 S.F. TOTAL SQ. FT. 2276 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 SAVE) GARAGE SEPARATION R -11/R-13 KRAFT FACED (GARAGE / LIVING) NOTE TO TRUSS COMPANY: ALIGN TRUSSES TO ALLOW FOR A.H. TO BE ALIGNED. v 0 V C F (V - -O mQ oaa00o O � q) ago 6 z3� moo"- � W LL a� M i. OWN o U n.o� 0 n o �� rn LO o rn q 0 B ®e N C B•D-C `J o � lab, rm,� T Z Q t II.�P :\adv �. )wC%J (D TG�Ji e best of Ute engmee(s' knowledge and undei.s.tapding, tfj� sUuclural plans and specificafidps iolnply,,;q,jth the 2007 Florida Building Code, Rosidenfial with 2009 revisions signed and sealed for Ute structural portion of this drawing. C:) '-1 M N M 0 O V) } I`. C1 v m C:) I-- ru L L �N R � tit 4-J - LIJ Lr) (I) LnLn V Z �z wLLO LLJ �CC W G � ®! RO�V)0o < o¢Z T�•Zw �goaW Z W CL' J U � vHapzCj T --i I' ■ l Lr) W Q W a ® K ¢ W Wa0Z vY U V- � m Q d z cl� W U Z0 Q W 01,0Q"�<QP 00 2: W lM RRO90aL U LU J :<< W aXLLo VL ® 1 /10 LJa 0Z< Q a Y W a I® d' LL 0 0 W E- o zz H a SCALE : AS NOTED PLOT DATE : 01/04/2011 VERSION NO. 108 JOB NO: 11-0009 SHEET NO. J�.=l U RIDGE VENT T 12 1 _ r f II 5.0 I � J I 8' RIDGE VENT _1_J.- 10' RIDGE VENT. I I I : i -'FIBERGLASS t — - - — - r r -r I ::..'.__ - !SHINGLES _,_).. .J - � '• - J-- � I - -, : �t. - - • " 12 - _ I . tr 1. FIBERGLASS 5 t I r 1 - -r T i _ T i _ a_J ^ 1 T SHINGLES : I i J i l - t : i , ,_. _�_ ., _ .. _ L __ .._ J`-- - `_ _„_ �. _ �._ . _. _ ,.. - ' - -[--- - i. J._ _.�•-----^-- - s. ,� � �-:,. I T.O. Lj_ TEXTURED FINISH 0Q0 - - - - - - - ------ - - - - -------------- 1A3 SH 8RIDGE VENT „ r 12 5.0 I � i r 1 : T t t _ I 1 , r . J T i I I I T 1 i i I T J• I 1 I I I ) r I T.O.M._ .J... - -r — -. T - -' - - ' - - F.FL. TEXTURED FINISH -------------------- ------ ----------- 25 SH U RIDGE VENT -_---------- 2868 - r ---------------------r----- 25 SH 12 15.0 RIGHT ELEVATION SCALE: 1/4” = V-0" i rT J FIBERGLASS! I I SHINGLES r t I r r !�_.j r,i..__,`,-,._. , - i I f - r r J ' I JIB- ----------------------._...--.---------------------------- —(s 35 SH 24 SH OIFF RIDGE VENT �=I ! 12 .0 _I I _r s .1..- _J.___ �. J .i_ -� r T r- -I- 1.,.r_C_ FIBERGLASS., ., r_.�._r_. r- -..._ ,, ,( _.i _.�__ ��--r-L. , �. J. ,(_ ,_ J. _ t HINGLE S S _ r _ ! J. (r : r h ( t I, T _� _.J,..... r , T r _' ' I r T.O.M. _; _,-_ _,_: _ - �.. -_,- . ,. ,_ .•-, I I I r � !-'-----�-f-----r HDR. 00 I F. F L. 35 SH ra - 1111 1 TM SCALE: 1/4" = 1'-0" - �I I TEXTURED FINISH I ----J-=- -- ----------------------------------- 6080 SGD 25 SH T.O.M. .10 -IS --_117-- SCALE: 1/4" = 1'-0" LJI CV � CV Y 2'-8" ELEVATION - DETAILS SCALE: 3/4" = 1'-0" 11`ii� ""I'll, MAO 5AIMLA"k- Z�111111 SCALE: NTS 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 2276 TOTAL r X47 SQ. INCHES OF N 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 aPPI led 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. E� N FIBERGLASS SHINGLES 12 r r �r 5.0 7 T.O.P. -J- -. -- ----- --- J. 1 t 6" BAND I C--------- -- — - ---- . r--- - - � = V _ 6" BAND i ,C RICKET I I I T.O.M. -l.__I } __ ! r I - -------------- I I-- - —-------- T.O.MN -- - — - - F __=D 60 HDR. - - % -.—r L� /� - - --------'��--- - --- - ---- - - L7 --- -- F._ I BALL TRIM LINES a' � o �E nE� ' �� ARE SCORED _. _. F.FL.. TJC-]�r] ,C 35 SH 3068 W/ 36" X 26" TRANS. ABV. FRONT ELEVATION ® C SCALE: 1/4" = 1'-0" El 1:1 El F -1 F� [77--1 PLIED STONE 16 X 7 OVERHEAD DOOR F. G :.. fn N u _ QJ O C� O -O O O 00 M vVi _ 0 m (U d U C LL N co Q) O N 1 O (ll U gq Iirr -Y iC, O- O 0) o°offw 1-1 LO 0 rn `t O A N _- B ® Vcll" W/! ' ;Za Lu.. ILL > >' a'73 r Cj 2 To the be t U 1-ti(14 et's knowledge and urider 5tariding, die structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. 0 m (4 ry) t V) > t' O 7 ol`. - Ll Q1 fM < 'L f0 Q0 P- (13 4N n 0) ru LU W (::) ria Ln Q) Lv J Q E 0 fi o �.�. � U_j mJ�zoo O G z O a Z V Q Q L Y�I C7 Z p w pin qo T v��0ycv QpzU l LU . ^ C:)U0 J lc�w a O Uj 7-i ¢zUa a ~z o F z O w p t - O ) z z z . CY ,z w ZOO O< LJ t'0' w QU _j_jOF LU M 0 01- U c) O w O 2 O Q � w Q O O FJOG¢ CY X ILL U) ® > J a w 4 LL w W W z ®�W SCALE AS NOTED PLOT DATE : 01/04/2011 VERSION NO. 108 JOB NO: 11-0009 SHEET NO. 10131111illn '®r I Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R313.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2008 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2008 NEC, 406.11 8. R313.2 1 carbon monoxide protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R313.2.2 3 combination alarms: combination smoke/carbon monoxide alarms shall be permitted if each meets the applicable UL standard. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY C) THERMOSTAT 19 ELECTRIC METER AIW ELECTRIC PANEL =J DISCONNECT SWITCH () SPEAKER (OPTIONAL) ROUGH -IN FOR OPT, CEILING FAN CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Any Service Center �AMP MA 1 .�` I'I �r�r 150-200 AMP I I I /—serial Cable 3R Power Co. Food — - L _/— #4 Solid COPPER Ground Intersystem Bonding 'rormination Per NEC 08, 250.94 5/8" Galvanizod Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram (Updated 5-20-10) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 08, LOCAL CODES AND THE LOCAL POWER CO. C/O _ III 3" VTR .�� 2" r I 1- 3" 6�__- /I TYIB I Jv �G t J� 3„ 1.5" VTRIII J WC I– _lil _ � 3 I 2":7 �r I DBL. j C L_J11 SINKI�- 2„–/ 2„r–J WC JSHWR LI TUB 311 HANSON BOX 3" PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER FAMILY I I I I 11IVIC I I I _I I ALT. LAUNDRY SCALE: %4"=1'-0" KITCHEN SINK W/ STUDOR GA9 OA _ WP DISCONNECT GFI F === I I[ II I. II TJA II I GA9 OA I IL — — -j -- PLR SPECS � f 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. SPEC 3 & 4 KITCHEN ELECT-RICAL-PLAN DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER II �L�-. P. WEATHERPROOF DUPLEX OUTLET !r�,n/. r�Ta F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET == DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH [� FOUR-WAY SWITCH $R RHEOSTAT SWITCH 44 - CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE P.c. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION rD ELECTRIC DOOR OPERA -FOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSHBUTTON SWITCH (OPTIONAL) SMOKE DETECTOR CO) SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) V TELEVISION (OPTIONAL) F 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. C) THERMOSTAT 19 ELECTRIC METER AIW ELECTRIC PANEL =J DISCONNECT SWITCH () SPEAKER (OPTIONAL) ROUGH -IN FOR OPT, CEILING FAN CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Any Service Center �AMP MA 1 .�` I'I �r�r 150-200 AMP I I I /—serial Cable 3R Power Co. Food — - L _/— #4 Solid COPPER Ground Intersystem Bonding 'rormination Per NEC 08, 250.94 5/8" Galvanizod Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram (Updated 5-20-10) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 08, LOCAL CODES AND THE LOCAL POWER CO. C/O _ III 3" VTR .�� 2" r I 1- 3" 6�__- /I TYIB I Jv �G t J� 3„ 1.5" VTRIII J WC I– _lil _ � 3 I 2":7 �r I DBL. j C L_J11 SINKI�- 2„–/ 2„r–J WC JSHWR LI TUB 311 HANSON BOX 3" PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER FAMILY I I I I 11IVIC I I I _I I ALT. LAUNDRY SCALE: %4"=1'-0" KITCHEN SINK W/ STUDOR GA9 OA _ WP DISCONNECT GFI F === I I[ II I. II TJA II I GA9 OA I IL — — -j -- PLR SPECS � f 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. SPEC 3 & 4 KITCHEN ELECT-RICAL-PLAN TSA I GA9 OA GA9 OA EIH GRILL SIZE DUCT SIZE — lox �16 7 1 301 AIR FLOW I HVAC PLA -N. SCALE: %"z 11" 0 (D fB E Mcoo o 0 t CO 0 100 cq ro- E vii cc (D q) (a,) C: M 4-- FL q) 0 a)CL 0 0 0 0 OD LO 0 A B D W All — Uw) U2 tA z CD LL W v W LL C) v 0 13 014 z LL (ot ro '12 W Q) 't CU U 'ro the best of the engineet'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 0 V) > C) fn C) < 0 > z ILL ne r -A < 4-J WJ LU C7 CR U-) U') mi T—i OG Z 0 Lai Pio Uj Lu Z �— 4 0_ uj m z Lu 0 —jv) '0— rl Lz, F zz azo u'j C) U 0 u) =0 U O c� o U=OT-11n� LLJ 04 z (0 2- z LU Lr) m 110 LU 0 �s Lf) C) F - m W W C) z (-) R 0 U L'j 0 0 U iz- �L�-Oz LU 0 to W (ug, 0, r —j Uj —A Im z <QUU U C) LLI rr .zt cc, >- X Rv0 z < -Z 0[ --i LL :1 Q� �� Lu < OT LL u- < LU> > 0 T— SCALE AS NOTED PLOT DATE: 01/04/2011 VERSION NO. 3m08 JOB NO: 11-0009 SHEET NO. 4 C U) vi E wwa) 4-E rp -0 'Y) 0 0 c) w ao U) 0 a) 00 m E U-) 7() Co) LL (1) W �+- (11)) ('19 -'Oe C) 'd a0 0) 0 00 0 CL 00 s sY (j) < i• LO 0 0 D. W ( - •''-j,' Z., LU Z LL LL:) il k zi -)016-11�- Z cor: (1" n To the best of the e.g nee RR"owledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. C) T-11 (Y) Lr) CY) 0 U) > C) game o 3? < > z - LU ::j W C:) Ln a) U-) Ln T -A Qz LU LL LLI Z: Ln LLJ M a 0 Oz C"L� 0 z U z ID LL�j C� U 0 Lo 0 Q ce 0 U 0 LU CA T-1 0 z CUrl=z LU Ln M UD U-) tD LLI 0 C) z uj F- LU 7 �e CL U Lou �2 �0- Z - 1z -, Z' z1- L) r...' LU 0 ko ZQ L U 0::) 0 ' ('9 'U' r - 2E i < ll o- Uj M 0 U W 0 LL Z 20: < 0 CYX z 0 F— U— Z Uj > F— z 0 LL " _j SCALE : AS NOTED PLOT DATE: 01/04/2011 VERSION NO. 108 30B NO: 11-0009 SHEET NO. 5 F` 0 N V TYP. U.N.O. A S3 TYP. U.N.O. 00 r F- M A 1 17'4" TYP. �\ U.N.O. H r 12' 1 ii ii I'll ii ii 1 1.11 11 /, }II E,7 II II II II 1 CJ 10'8" \\ II II II II II II II II II / = CJ II J II II CID A ET (meq 2)- J/ � A TYP. 213 fl03 291H JO 290T TAFI)03990fl0 009020 TON A30fl10 WON] p C- C- 9(- 761 - - A EJ7 — — ---- — — 24" 2D — 0 II / O.C. AV //. m 16 Cb Vr 1 C fl03 Z91H TO 290T TAJ3 0399000 (0399000 TON A30910) ONIMAAl 1D 1E 1F IIG ODD SPACE A/H 1K _ _ 1L 11'-4" CLG 003 Zq- 30 290T TAA 03990fl0 (0399000 TON A30A10) wMAA3 5 _ _ 1M — — — — D1 — — TYP. @LOW — — — A OOF ENTRY — — U.N.O. 1N TYP. @ HIGH G �3 1( 2OOF ENTRY J ---------------- 1P 066 SPACE 4 _ _ J _ 7 F >< x F D1 S4 — 54 — _ _ SIM. X-= 4 x II II D1 — 4 EJ7 — 3A_ O =_1-- 4B TYP. U.N.O. A — — 4 SIM. @ S5 BRACING 1 6 S5 D1 13'8" 5'8" 20'8" 40' CJ 0 j TYP. U.N.O. A TYP. U.N.O. 20 0 F• N 0o UPLIFT CONNECTION CROSS-REFERENCE ARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 _ 010 00D0 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 _ 14-10d 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 ,.__. 535 10 - 8d RT7A 670 650 10 - 8d X 1 1/2" D H3 455 _ 320 8-8d RT3 550 475 _ 8 - 8d X 1 1/2" E META20 1450 2150 7 - 10d x 1 1/2" HTA20-18 1200 1120 10 - 10d X 1 1/2" F HHETA20 2235 _ _ 12 - 10d x 1 1/2" specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. G H10 990 850 16 - 8d x 1 1/2" RT16A 1030 _ 1030— 9-1 Od X 1 1/2"& 8- H MTT28B 4455 4455 _ 24 - 16d MTS27B 4685 4029 24-16d J HTT22 i020 _5260 32 - 16d SINKERS HTT22 5370 4618 _ 32 -16d 5 11)5 Q28* _ 2�6 2Z� 3130 5/8" DIA, BOLTS _ TD2 3435 Y 2954 2 - 5/8" DIA. BOLT L D A * 3705 3/4" DIA. BOLTS _._ TD5 4180 3594 2 - 3/4" A. BOLT M HD A * 44 7/8" DIA. BOLTS TD6 6655 5779 3 - 3/4" DIA. BOLT N LLLS26_ 11 /6 1115 k — 78Q/$7__�� "._ 8 - 10d x 3" J US26 510/740 440/695 8- 10d P —LlU.S26 1550/3325 ** 1550/2540 ** 20 - 16d x 3 1/2" THD26 1875/3040_— 1580/2365 0 HUS28 220/5970 * 2705/4510 ** 30 - 16d x 3 1/2" THD28 2330/3965 2015/3430 010 00D0 R MTS12 1000 _ 860 _ 14-10dx11/2" MTW12 1195 905 _ 14-10d S MTS16 1000 860 14 - 1 O x 1 1/2" MTW16 1195 905 14-10d T _ MTS20 1000 860 _ 14 - 10d x 1 1/2" M11N20 1195 905 _ 14-10d U MGT/MUGT _ 3140 3140 —1 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY LL LU U V LGT2 2150 1850_ (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS LUGT2 1850 _ 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS To the best of the e i eeA knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. Q T-1 M N � HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1315 24-1Od X 1 1/2" 7 °L h d - SP1 585 535 10 - 10d SPT22 7158 W - 10d S P? _ 1065 5 11)5 17- 10r1 gPT94 845 1n- 1(lrl HCP2 1 605 1�;?0 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. DROP HIP DETAIL 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/-6") "FAS rEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (") INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 INTERSECTIONS. SPLICING / TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5•0" ON A HORIZONTAL PROJECTION. ROOF FRAMING PLAN C NOTE: SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS (A) 1 OR 2 PLY CARRIER L ® v � V C F � N - w (Dmo � 7Q 010 00D0 O 2 0 o vi a) m V' U 'o m -0 " IL Zn 0 td 0 -Y N O 1, U Y CL 0 :3 0 00 ®r w QCL co rn -- 0 B W N�CryB �U•V � /! ,N���um��Illl�i�llolll9���,' / ALF •U N O _r—w W.a a °II• ��f� ti o Q p N. �':-- V1-- LL LU U 61 z To the best of the e i eeA knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. Q T-1 M N � n' (M t d (/) j-1 CD f --A M O C) aj Cr7 h 7 °L h d - LL �N h a -J W LUJ O (1) Ln (1) Ln U Q �2z w LL Q yv�)ia r"ZE �l Uo�zo0 Uz�0CC Z > Q U L _ w Z w g � C:)�o-te v 0 Lin CL LL�?UCC) oa I-�pzU U=O�wLLIN T==i k s Lr) 110 lD _0 W z Q � C:)w o_a LU r -I w000cl� POzm- w Cy w W 0 0 ED 0 to z 0 ° rOOL�o~'ljOQOZ aU �C z)a L J O o T T� LL �a � Z U- O LL LU z 0 Z CK SCALE : AS NOTED PLOT DATE : 01/04/2011 VERSION NO. 108 JOB NO: 11-0009 SHEET NO. 6 C 0 (Y) E 25 O N UO) 0 'Q 10 v Q) C' q)) (an) FOL 0NT 0 (D :E 0 COL 000 CL 0 00 < 0 0 N - 0•9 D •C B D. 011 1%1�� ........ all z W 0 Oa U 4 0 L16 0 SN"L 0 0 COD WLLIJE 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. ILICD T --i (Y) (N M U ' :L-j('j M 0 Z) I F --i (j) > C) P-1 M CD C) IL 2: (3) z> 4-J W C:) fu L() (1) U-) U) z LU U - LU LU m z L 01— 8) 0 Z LZLI C:) EL OOH ' U LLJ 0 z [L1 U-1 T-wZ Lr) CY) '110 W F— F5 LU C:) W LU C-) uj r2 F- 0 U Oz - Y4 l O 21 d) 0 Ui 0 to Z < WM T—i 0 U I4� C) �� LU Me-- < '< (: E CL 7) D C� 0 L'L 2g, z 0 —J 0 -'� —J LU LLJ LL W LU > z 0CL —j SCALE AS NOTED PLOT DATE : 01/04/2011 VERSION NO. 108 JOB NO: 11-0009 SHEET NO. L1 STRUCTURAL NOTES 1. SPECIFICATIONS 1. 1. 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 2007 EDITION, AND CONDUCTED BASED ON A120 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-05 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN-PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + 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. CONSTRUCTION: C -1-P CONCRETE (NORMAL WEIGHT) 1. 1. 1. ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 3,000 Psi 3,122 Ksi 1.1.2. ACI 530-05, ASCE 5rTMS 402-05 & ACI 530.1-05, ASCE 6/TMS 602-05 CRITERIA. SPECIFICATIONS FOR MASONRY STRUCTURES. GROUT SHALL CONSIST OF PEA ROCK (318" MAXIMUM AGGREGATE) CONCRETE MIX 1.1.3. ASTM C270 -01a, C476-01, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR 1.1.4.. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2005 EDITION, AND ALL ADDITIONAL CRITERIA. 4.1.5. ACCOMPANYING SUPPLEMENTS. CONSTRUCTION JOINTS WILL BE PERMITTED 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC), 2007 EDITION, METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN (INCLUDING 2009 SUPPLEMENT). ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : .,( to INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 3" 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE 2„ B TRUSS PLATE INSTITUTE TRH -02. 1.2. DESIGN: GROUT FILLED MASONRY: 1Y2„ 1.2.1. ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE %4„ 1.2.2. ACI 530.05, ASCE 51TMS 402-05 & ACI 530.1-05, ASCE 61TMS 602-05 Jr 4.3.1. SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270 -01a, C476-01, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES 0 � o J LL �NL 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2005 EDITION, AND ALL 4. 3. 3. ACCOMPANYING SUPPLEMENTS. .�.�•� ,111 Ci' n o J r., MENJIN�IW Q .y 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC), 2007 EDITION, To the best of die engineer's knowledge and understanding, the structural plans and (INCLUDING 2009 SUPPLEMENT). 1.3. SHOP DRAWINGS: METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. O 1 (T) DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM MORTAR SHALL BE ASTM C270-4 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO r-, THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND Z� 4.4.2. BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO z J SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 4.4.4. 2. 1 . 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PGF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 4.4.5. 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTffION WALLS: 11 PSF 4.4.6. 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 4.4.7. 2.1.8. TILE ROOF SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE 'FOP CHORD: 15 PSF OOH Z<0 Z 8 Q ANSI/TPI 1-2002, BCSI 1 - 03 BOTTOM CHORD: 10 PSF 4.4.8. 2.1.9. SHINGLE ROOF c SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. TOP CHORD: 7 PSF 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER BOTTOM CHORD: 10 PSF >- a U «CC O ro O 0 U o U Z O W N 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF LLJ =w J 2.2.2. GARAGE LOADS : 40 PSF 4.5. 2.2.3. PARTITIONED ROOMS: 40 PSF 4.5.1. 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS; 40 PSF 2.2.6. 2.2.7. FLOOR TRUSS HIGH STRENGTH BOLTS: ASTM A325-94 TOP CHORD MINIMUM: 40 PSF W 2.2.8. ROOF TRUSS 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 TOP CHORD MINIMUM: 20 PSF GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. BOTTOM CHORD (W/0 STORAGE) : 10 PSF (NUN -CONCURRENT) 2.3_ RAILING LOADS: o 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A 4.5.4. CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A Lu rQ 0 0 z ~ 4.5.5. HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD Z O C) 0 OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 0 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH 4. 5. 7. SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 2007 EDITION, AND CONDUCTED BASED ON A120 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-05 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN-PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + 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 C -1-P CONCRETE (NORMAL WEIGHT) 4.1.2• LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 3,000 Psi 3,122 Ksi 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CRITERIA. CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE GROUT SHALL CONSIST OF PEA ROCK (318" MAXIMUM AGGREGATE) CONCRETE MIX FACE OF THE CONCRETE. WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. ADDITIONAL CRITERIA. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED CONSTRUCTION JOINTS WILL BE PERMITTED _ Cf] ct d O YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN RECORD. ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.1.6. DESIGN COVER REQUIREMENTS: EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : .,( to C -I -P CONCRETE FORMED AGAINST EARTH: 3" o C -1-P CONCRETE EXPOSED TO EXTERIOR: 2„ B C -1-P CONCRETE NOT EXPOSED: CONTRACTORS DISCRETION. P GROUT FILLED MASONRY: 1Y2„ 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A185-01 %4„ 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-05 (STRUCTURAL CONCRETE) Jr 4.3.1. ACI 530-5 (MASONRY STRUCTURES) 4.2. CONCRETE: LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-03, TYPE II 4.2. 1 CONCRETE TYPE MODULES OF MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C -1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C -I -P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C -1-P GROUT 3,000 Psi 3,122 Ksi 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 an treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s rinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FRC R704- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R320.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R320.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R320.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must he of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R320.1:4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainf II occurs before vapor retarder placement, retreatment is require 9. FRC R320.1.5 - �gn rete over our quid mortar along the foundation perimeter must be remove a ore exter or 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 -All buildings are required to have pre -construction treatment. 13. FRC R320.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R320.3 - After all work is completed, loose wood and fill must be removed from below and within T-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR -A -COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA -C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA -C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA A, OR CA -B REQUIRE. HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 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 1N 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 Yz 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. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED 120 MPSI WIND IMPORTANCE FACTOR -- (IW) = 1.0 WIND EXPOSURE -- "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION H N 120 MP + 33.4 PSF / - 44.$ PSF (END) U.N.O. TYPE: 5B + 33.4 PSF/ -36.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 120 MPH) SINGLE 90 +27.6 PSF / -31.2 PSF DOUBLE 160 +26.4 PSF / -29.4 PSF KI()TC. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW/ NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: I T THE EOR S HA VERIFIED THAT HEM FIR WOODS UD D STUDS FLAT MATERIAL CAN BE SUBSTITUTED FOR SPRUCE PINE FIR LUMBER PROVIDED THE SAME MATERIAL GRADE NUMBER IS USED. ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP U) BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL s.. g. CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (318" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR N Vi C 1-- Ol a)M ADDITIONAL CRITERIA. o 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED _ Cf] ct d O 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN co co LL0 C0 ACCORDANCE WITH THE SPECIFICATIONS AS STATED. N O 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : .,( to Q 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ o MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ B CONTRACTORS DISCRETION. P 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2004 STANDARDS. 4.3. CONCRETE MASONRY: Jr 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-03, TYPE II 0 � o J LL �NL a::� NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL .�.�•� ,111 Ci' n o J r., MENJIN�IW Q .y ,�,� 4� STEM WALLS, 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE Prn = 1,500 PSI To the best of die engineer's knowledge and understanding, the structural plans and MINIMUM. Building Code, Residential with 2009 revisions 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. O 1 (T) 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 r-, ALL EXTERIOR FRAMING SPF, fb = 675 PSI, E = 1200 Ksi 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF, STUD QUALITY OR BETTER Z� 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS z J SHALL BE APA RATED SHEATHING EXP 1 U.N.O. W 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND Ln QJ SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. mi 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN wZt-,mid U Z 'n rY SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE OOH Z<0 Z 8 Q ANSI/TPI 1-2002, BCSI 1 - 03 r-A= 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES c SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. g rL i-, 0-' J 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER >- a U «CC O ro O 0 U o U Z O W N ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST �I 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 LLJ =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 W MACHINE BOLTS: GALVANIZED ASTM A307-03 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. �-w 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS o (f) 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. Lu rQ 0 0 z ~ 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED Z O C) 0 FOR IN THE PLANS ARE A MINIMUM. 0 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 �,j SPECIFICATIONS. 4. 5. 7. CONCRETE EW EDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO r1 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. aXW� 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE aw� 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: LIJ > E = 2,000,000 PSI Fb = 2,950 PSI 0 J a Ft = 1,850 PSI Fe = 500 PSI (PERPENDICULAR) SCALE Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285 PSI JOB NO: 11-0009 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 01. 4.7.4. STEEL TUBING: ASTM A500 -03a, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FRC 2007 W/ 2009 REVISIONS, RESIDENTIAL SECTIONS R320.1, R320.2, R320.3, & R704. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-00 TERMITE PROTECTION - PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT Soil Chemical Barrier Method Other treatment -Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. IF CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC 105.11- "A permanent sign which identifies the termite treatment provider and need for re -inspection an treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s rinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FRC R704- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R320.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R320.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R320.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must he of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R320.1:4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainf II occurs before vapor retarder placement, retreatment is require 9. FRC R320.1.5 - �gn rete over our quid mortar along the foundation perimeter must be remove a ore exter or 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 -All buildings are required to have pre -construction treatment. 13. FRC R320.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R320.3 - After all work is completed, loose wood and fill must be removed from below and within T-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR -A -COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA -C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA -C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA A, OR CA -B REQUIRE. HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 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 1N 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 Yz 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. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED 120 MPSI WIND IMPORTANCE FACTOR -- (IW) = 1.0 WIND EXPOSURE -- "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION H N 120 MP + 33.4 PSF / - 44.$ PSF (END) U.N.O. TYPE: 5B + 33.4 PSF/ -36.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 120 MPH) SINGLE 90 +27.6 PSF / -31.2 PSF DOUBLE 160 +26.4 PSF / -29.4 PSF KI()TC. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW/ NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: I T THE EOR S HA VERIFIED THAT HEM FIR WOODS UD D STUDS 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. U) s.. g. U) N Vi C 1-- Ol a)M O o o`E UVI (C _ Cf] ct d O 0) _0 "� co co LL0 C0 ..�® E N O f U 0 0 0 CL 00 .,( to Q to o rn 0 B P W, Jr 19 k9. Aff .W (�T,,� � ° r �S n O, 7 -S 0 � o J LL �NL a::� "In > - j0 Q4 1 .� a�:�w''C ., o c .�.�•� ,111 Ci' n o J r., MENJIN�IW Q .y ,�,� 4� ad . 3f To the best of die engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O 1 (T) M z °J r Q U) r-, M CD Q •L i c� C) -o I-- (a LL Z� N -J z J W W O f13 Ln QJ L U Ln mi T -A Z oz W u�. 0 wZt-,mid U Z 'n rY OOH Z<0 Z 8 Q r-A= Z1LZLJf-Z c g rL i-, 0-' J V ® >- a U «CC O ro O 0 U o U Z O W N �I F n 0 LLJ =w J W 4t �-w o (f) - <Z W ujoom� Lu rQ 0 0 z ~ U Z O C) 0 111 0 to LU LL, T� �,j m hI >*0as V r1 wa 2: 0< 00 �..) aXW� aw� U_as~LL w LIJ > F_ � 0 J a SCALE AS NOTED PLOT DATE: 01/04/2011 VERSION NO. 108 JOB NO: 11-0009 SHEET N0. COMPONENT & CLADDING DESIGN PRESSURE RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" USP STRUCTURAL CONNECTORS (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" CONNECTOR (L) 16d TOENAILS 2" X 8" @ 16" O.C. 13'4" ZONE 2 (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" ZONE 5 (1) USP HTW20 OR (3) 16d TOENAILS 2" X 12" @ 16"O.C. 19'-3" 20.9 (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" 36.3 (2) 16d TOENAILS 2" X 6" @ 24" O.G. 8'-6" -48.6 (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" 19.0 (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" 34.6 (3) 16d TOENAILS 2" X 12" @ 24" O.G. 15' 4" -54.4 (1) USP HTW20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). kA SOUTHERN YELLOW PINE, 55 PSF LOADING COMPONENT & CLADDING DESIGN PRESSURE + + + -I -}- + I + + + -+ + + I + I + + + T + I + I-} -+} Co- v 1 4 + I + I + I + + f -F + -I + + - I 1 + + + I +- + I (120 mph, enclosed, 3 sec. gust, 2,1/12 to 6,9,12 pitch, Exposure C, Height=30feet, Importance Factor=1.0) I r I + ROOF WALL TRIBUTARY AREA (ft`) USP STRUCTURAL CONNECTORS + SIMPSON STRUNG -TIE CONNECTOR UPLIFT CAPACITY LATERAL CAPACITY ZONE 1 ZONE 2 ZONE 3 ZONE 4 _L ZONE 5 10 20.9 -33.2 20.9 -70.1 20.9 -70.1 36.3 CAPACEIY -39.3 36.3 -48.6 20 19.0 -32.2 19.0 -63.6 19.0 -63.6 34.6 1450 -37.7 34.6 -54.4 50 16.7 -31.1 16.7 -55.0 16.7 -55.0 32.5 -35.6 32.5 -41.0 100 14.7 -30.1 14.7 -48.6 14.7 -48.6 30.8 369.5* -33.9 30.8 -37.7 125 14.7 -30.1 14.7 -48.6 14.7 -48.6 30.8 __ -33.9 30.8 -37.7 NOTES: 1 FOR EFFECTIVE AREAS OR WIND SPEEDS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. W 2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE BY MULTIPLYING BY ADJUSTMENT COEFFICIENTS IN TABLE R301.2(3) OF THE FLORIDA RESIDENTIAL CODE 2007 >_ 3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING LUGT2 SURFACES Cly ROOF DIAPHRAGM NAILING SCHEDULE Rinnp I wF + F �- -{ _� + + + -I -}- + I + + + -+ + + I + I + + + T + I + I-} -+} Co- v 1 4 + I + I + I + + f -F + -I + + - I 1 + + + I +- + I r I + I r I + UPLIFT CONNECTION CROSS-REFERENCE + USP STRUCTURAL CONNECTORS + SIMPSON STRUNG -TIE CONNECTOR UPLIFT CAPACITY LATERAL CAPACITY ]__FASTENERS S CONNECTOR UPLIFT CAPACITY LATERAL _L (S.Y.R #2) (S.P.F.) + + + + 1 r + } -} -' + (S.Y.P. #2(S.P.F.)FASTENERS CAPACEIY zz 2�w w MASONRY APPLICATIONS + - + MASONRY APPLICATIONS HTA16 1615 1.585 590 10-'1Od x 1 1/2" WE TAI 1450 -2"XI 1247 335 7-1Od x 1 1/2" HTA20 1615 158.5 .590 10-10d x 1 1/2" META20 1450 1247 335 7-1 Od x 1 1/2" HTT16 4290 3689 -- 18-16d & (1) 5/8" A.B. HTr16 4175* 369.5* -- 18-16d & (1) 5/8" AT HTT22 5370* 4618* -- 32-16d & (1) 5/8" A.B. HTf22 5260 5250* __ 32-16d Sinkers & (1) Ln -� LU o W[nY� W 7--1 >_ 5/8" ATR LUGT2 1850'185p Cly U 16-1Ud & 5-1/4"x3" LGT2 < 2150 O < 1850 -- 16-16d Sinkers & 7 - 1 ~ W¢6 Wedge bolts 9 U1w0u_z 1/4"x2 1/4" Titen ® <W0o Z) � cy Z u_ z ® LTS19 1390* "1195" -- 8-1 Od & (1) 3/4" A.B. LfT19 1350* 1305* 8-16d Sinkers & (1) J a 3/4" ATR LTTI31 2825" 2429* __ 18-10d 7-1-71-/2' & (1) LTTI31 _ k 231 0 23'1 U* -- 18-10d x 1 1/2" & (1) 5/8" A.B. 5/8" ATR FRAME APPLICATIONS FRAME APPLICATIONS RT7 585 585 170 10-8d _x1 1/2" H2.5 415 365 150 10-8d x 1 1/2" RT16 1030 1030 645 16-8d x 1 1/2" H10 990 850 525 16-8d x 1 1/2" RT16-2 1160 975 410 16-8d x 1 1 /2" H 10-2 760 655 395 12-10d S PT22 725 623 260 8-1 Od S P 1 585 535 -- 10-1 Od SPT24 1085 933 260 12-10d SP2 1065 605 12-1Od SPT4 1075 924 -- 6-1 Od x 1 1/2" SP4 885 760q -10d x 1 1/2" S PTH4 2150 1849 -- 12-10d x 1 1/2- __S_p H4 1360 11702-1 Od x 1 1 /2" 9UGT15 4265 3335 - 22-1Od& (1) 5/8" ATR MGT 3965 --22 3330d & (1) 5/8" AT LUGT2 2260 1956 440 32-10d LGT2 2050 17850-16d Sinkers HTW20 1530 1325 95 20-1OdHTS20 1450 1245 -- 20-1 Od LSTA18 1235 1110 -- 14-10d LSTA18 1235 1165 -- 14-1 Od LSTA24 1235 1235 -- 16-1 Od LSTA24 1235 1235 -- 18-1 Od LSTA30 1640 1640 -- 22-10d LSTA30 1640 1640 -- 22-10d LSTA36 1640 1640 - 22-10d LSTA36 1640 1640 -- 24-10d HUNG APPLICATIONS HUNG APPLICATIONS HUS26 1925 16 55 -- 20-16d HUS26 1550 '1.550 -- 20-16d THUI i26-2 2235 1935 -- 28-16d HGUS26-2 2325 1995 -- 28-16d HUS28 2570 2210 -- 30-16d HUS28 2000 2000 -- 30-16d THDH210-2 3490 3020 -- 58-16d HGUS28-2 3220 2705 -- 48-16d CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CMU NOTE: DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS. ROOF DIAPHRAGM NAILING SCHEDULE Rinnp I wF + F �- -{ _� + + + -I -}- + I + + + -+ + + I + I + + + T + I + I-} -+} Co- v 1 4 + I + I + I + + f -F + -I + + - I 1 + + + I +- + I r I + I r I + + r + SLOPE --�. + 6' 0" -r Uj + _L 7 CRICKET - tic + + + + 1 r + } -} -' + + -I + I T r + r zz 2�w w + + T r o + + - + \ + I + I + + �- -I � + I -r I + I + I .+ U w N -2"XI 15/32" CDX PLYWOOD OR 7/16" OSB MIJUL LINt 120 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE 120 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH _ 2 INCH NAIL LENGTH NOTE: x FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. TYPICAL HTA 20-18 / HTA 20 INSTALLATION MIN. EMBEDMENT SCHEDULE FOR E AND QUANTITY )F FASTENERS TYPICAL MTW INSTALLATION L( SE USF MU( 5/8"0 THRU BOLT US MU R TRUSS 'OP PLATE .0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT = 1030# TYPICAL RT16 INSTALLATION TYPICAL HUS INSTALLATION ATTACI TO TRU MP -34 f USP SPT24 AT - EACH JOINT TYP, GALV. METAL CRICKET SECTION "A -A" SCALE: 3/4"=1'4" CHIMNEY CAP 2"x4" BLOCKING (SEE MANUF. SPECS. FOR MINIMUM DISTANCE) RIOR FINISH E -FAB CHIMNEY BLOCKING @ MID POINT WHEN CHIMNEY EXCEEDS 6'-0" IN HEIGHT 1/2" SHEATHING OR O.S.B. 2"x4" STUDS @ 16" O.C. MAX. V. MTL. FLASHING TRUSS TOP CHORD USP HTW20 @ EA. CORNER DOUBLE 2"x4" BLOCKING w/ 1/2" PLYWOOD FLITCH TYPICAL CHIMNEY PLAN SCALE: 3/4"=1'-0" FILL CELL C7n on" unnv ' HTW20 @ EA. CORNER :-ENGINEERED WOOD TRUSSES -FAB CHIMNEYASSEMBLY v @ 16" O.C. MAX, 'x4" BLOCKING w/ DLYWOOD FLITCH TYP. BOND BEAM BOND BEAM STEP CONT. #5 BAR #5 CUNT. FROM FOUNDATION TO HIGHEST -j BOND BEAM SCALE: N.T.S. Q) 13 W i N C �_ N C:co 0 Vi C f- N c p 00 W O pyo 0 U) [C m cd U 0 LL N 0le N o N worn � 000 CL 00 dill U QLO 0n rn - 6 cTuy u c B ® ��'� p ® O UM �. +q O�ys,r To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. 0 '_1 M N M �;L-M o 6 *"� >✓ -0 Ql i� n Q 0 z� Q' J _ J O t� N U-) U mi LTH n I BLOCKING r SSES w/ USP NGLE TYPICAL SLOPE --�. E-PRI-PRI oz u 0 Uj J= _L 7 CRICKET - tic --PRI - zr<(JZ< zz 2�w w ® \ r. E U w N -2"XI ~aoz0 __ -- (2) 2 1/2" TYPICAL CHIMNEY PLAN SCALE: 3/4"=1'-0" FILL CELL C7n on" unnv ' HTW20 @ EA. CORNER :-ENGINEERED WOOD TRUSSES -FAB CHIMNEYASSEMBLY v @ 16" O.C. MAX, 'x4" BLOCKING w/ DLYWOOD FLITCH TYP. BOND BEAM BOND BEAM STEP CONT. #5 BAR #5 CUNT. FROM FOUNDATION TO HIGHEST -j BOND BEAM SCALE: N.T.S. Q) 13 W i N C �_ N C:co 0 Vi C f- N c p 00 W O pyo 0 U) [C m cd U 0 LL N 0le N o N worn � 000 CL 00 dill U QLO 0n rn - 6 cTuy u c B ® ��'� p ® O UM �. +q O�ys,r To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. 0 '_1 M N M �;L-M o 6 *"� >✓ -0 Ql i� n Q 0 z� Q' J _ J O t� N U-) U mi LTH n FW oz u 0 Uj w zzz wmQ'C�� �O , z < U - zr<(JZ< zz 2�w w ® aH�:U0 r. E U w N ~aoz0 W=w J M 110 Q Ln -� LU o W[nY� W 7--1 >_ Se � UOO� �0Z�ao Cly U r*--` z0 aE�Lz 03 O WW"z0 U J J ~ J 1 ~ W¢6 U1w0u_z ® <W0o Z) � cy Z u_ z ® rL �-a¢ J a SCALE AS NOTED PLOT DATE: 01/04/2011 VERSION NO, 108 JOB NO: 11-0009 SHEET N0. (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/ VARIES METAL PL. UNDER EA. TRUSS 5/8"OR 1/2"HIGH STRENGTH -- (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END � 2-16d TUE NAILS @EACH END �- GARAGE W/A HABITABLE ROOM (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM �,;.._. MOISTURE BARRIER ABOVE) SEE UPLIFT SCHEDULE FUR UPLIFT SEE UPLIFT SCHEDULE FOR UPLIFT ROOF COVERING CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 WHEN INSULATION BAFFLE -�`�; `.,` S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW TRUSS ALIGNED WITH STUD BELOW 7/16" O.S.B. MIN. SEE ROOF TOP PLATE S.P.F. DOUBLE / 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE NAILING SCHEDULE ON SHT. USP SPT24 .:,.. 3/8" MORTAR BETWEEN COURSES SNI ELEV. VARIES CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16 O.C. U.N.O. CONNECTOR _.... - -- 1/2" GDX PLYWOOD OR 7/16" O.S.B. - 5/8" OR 1/2" HIGHALUMINUM DRIP _ __- _ SHEATHING REQ'D. FOR ALL (1) ROW 2x BLOCKING @ MID HGT. FOR WALL4(1) ROW 2x BLOCKING @ MID HGT. FOR WALL STRENGTH CEILING -. - EDGE - EXTERIOR OR SHEAR WALLS AS - - HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS HGT. 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS BOARD PER CODE (OR 5/8" ALUMINUM FASCIA INDICATED ON THE PLAN, ATTACH FOR WALL HGT. > 8'-6'. FOR WALL HGT. > GYP. TYPE "X" @GARAGE SHEATHING W/ 8d COMMON NAILS @ W/A HABITABLE ROOM - 12" .N.O. 2x SUB FASCIA ------ __:__- —!_=- -- -- _, INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN 4" O.C. @BOUNDARIES, 6" O.C. @ ABOVE) W/DRYWALL - 12" VENTILATED 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD SCREWS @ 7" O.C. SOFFIT 8"x4"x16" NOMINAL - SLAB & BLOCK SP SPT22 CONNECTOR „o USP SPT22 CONNECTOR CEILING & 8" O.C. WALLS - -- BLOCK WITH 3/8' _ _ J_ _- _ - 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 5/8 x 10' J BOLT @ 24" O.C. W/- 8"x8"X16" KNOCK OUT MORTAR BETWEEN 1� _ o 2"°x3/16" PLATE WASHER (TYP.) COURSES CUT TO � 2x3/16' PLATE WASHER (TYP.) ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER BLOCK W/ 1#5 CONT. (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE ( 2x P.T. BOTTOM PLATE CHART ON FLOOR SLOPE. "' ELEV. 0'-0" O.C. OR 5/8"x10' WEDGE ANCHOR FILLED SOLID W/GROUT _ _ \, - - O.C. " O 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4O.C.) „ 6 x 6 W1.4 x W1.4 PLAN A.F.F. @ 24 O.C.) 1x2 P.T. HORIZONTAL ELEV. -0'-41/2” I____ � --- I � -'• � 3112" MIN. 2 � WWF OR FIBERMESH @ 24'1 O. 3)1/2" MIN. � WWF OR FIBERMESH 2 8 C.M.U. TYPICAL �� NAILER A.F.F. �_r z Ti_— --�— „ ELEV. -0' 3 1/2" �� 1= -a u� STD. 90'HOOK (SEE DETAIL) n, - A, F.F. WS p. D' rr=rri=rrr� —`� D G' r -rl TYPE MORTAR 2x4 CONT. w ° D- -111-1 11- I'3 1/2"(min.)- 4" _ ° ' i _ _ ° �(= III=III-IIF:'31/2"(min.)- 4 p — — _ I III—III. T I_I I I_ I I. ' I C31/2"(min. - 4" III -III —11 11 I I I=III= 31/2"(min.) - 4" -I 11=1 I I- _ fe GARAGE DEPTH VARIES --1th�it - ¢ I 1=1 = I I• f-rfi=} Ff=F I- 1=Frl�rr�- ARCHITECTURAL ----, -- ,. - =III- II 1111=111-111=III III—I II I �'' —I I II I. ! . li 111111111111 11111111111 11 1111 I' FINISH „ —I =111—III=111=1 I =1 I I- +' ... III—I��—,�� III I i— III— �� Ili iii 1x2 PT WD FURRING @ 24" O.C. 4" 1'-4" 8" (2) #5 CONT. - (2) #5 CONT. 4-1 1/2" GYPSUM WALLBOARU� (1) #5 VERT. IN FILL U.N.O. MIN. U.N.O. U.N.O. FCELLS(SEEOUNDATION PLAN GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEP CC „ "SHEAR WALL" SCALE: 3/4"=1'-0" 53 SCALE: 3/4"=1'-0" S3 FOR LOCATIONS) SCALE: 314'-1 -0 S3 1x4 P.T. BASE NAILER r 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH ovs FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB cn AT GARAGE CONTRACTOR MIN PSI MAY VARY PER - 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 - W 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. W1.4XW1A WWF OR DECO:E FINISH 2x STUD @ �o �w� SHEAR WALL REQUIRES 2x BLOCKING SEAMS. MSN ovs DECO FINISH 4" to 6" �_ �,,,.• ooN��N (1) ROW 2x BLOCKING @MID HGT. FIBERMESH" LOAD BEARING OR 2 ROWS OF 2x BLOCKING @ FOR WALL HGT. s 8'-6 2) BELOW GRADE O T 2x STUDS @ 16" O/C EXTERIOR WALL �• 8 C.M.U. THIRD POINTS rd PTS E • " " l ULATION PERCH TON FLOOR PLAN NOTE ROWS 2x BLOCKING @ 3 c o s z 1"x P.T. STUD ' AR SEE SECTION C/S3 FOR n FOR WALL HGT > 8'4'. 00 :E7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION r, d -111-!1!-I !- 1 n . ° I �+�+ - #5 VERT. IN FILLED CELL 1/2" GYP. WB (MIN.) @ GARAGE rr - -- co SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER CONTINUOUS TO FOOTER BELOW SIDE IF APPLICABLE. 6 MIL VAPOR 11 E =I 11=1 11= F z r G/S3 FOR ANCHOR �� o „ o METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. W 90 NOOK DETAIL USP SPT22 CONNECTOR —1 I . ' I I= 5/8"x6" "J" BOLTS BOLT 518 x 1 Q J BOLT @ 24 O/C W/ 2 X 3/16 BARRIER I a III BOLT INFO. PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK 5/8"� EXPANSION BOLT @24 " O.C. =1 I ° • III— r (IF NO UP LIFT ON @ 24 O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT MIN. SHEAR USP SPT22 @ EA. STUD COMP. SOIL. I I _ �'rr-rr �r -T I I WALL SEE GG/S3 �� 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600#) S COMPACTED TO 95% ) --CE ANCHOR rE ( -� I ! 1 =111=1 � 1 I I= � (6) 1/4"x3 1/4" TAPGONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T.P'I'PLATE 20"MIN. LAP r- _ MODIFIED PROCTOR I I I- I I I_ I I I-1 I I-1 I III *USP SPT22 TYP. - SPACED EVENLY #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 FIBERMESH END OF 2" x PLATE WWF OR FIBERMESH ,= - ASTM D1557) \ �" 2x P.T. PLATE WEEP SCREED INSTALLED BAR 4` 3° MIN. CER. _ PER MANUF. Lu (2) #5 REBAR CONT. ASSUMED FINISHED ° -' #3 OR #4 REINFORCING BAR MIN. Fy=40ksi - -- STD. 90 HOOK (SEE GRADE ° - c...---.......__.._...__ �. _.._..._..._,., #3 & #4 LAP SPLICE 0- V-4" _ _ _ ON 3" CHAIRS TYP. 4" N :. ti o o =_=111=111=111 1 l= I r 1 I-111; DETAIL) r 1 FINISH GRADE 60 2 25" MIN. LAP 1=1 I I-11 I—III I 111 -! 1-111=111— U.N.O. z cn — _ o \ ° i —I' MONO OR sTEMWALL----_� '- — I- - I III=111 I I=� � � III 11=111=111 , FOOTING MONO SHOWN -"'-11-1 =1 I- --_ - - --EO �- — s w III ;III I 1=1—rr=rrr— 1=I l — —' TYPICAL WALL SECTION A FOR CLARITY 6 MIL VAPOR BARRIER'S , I I -I 11- ; ° I I—III=III=1�=T�.�- ' R 17/s" �' ' 1= I 1-111-111-111 11=111 I I-111=' S3 L- ! _ I=� 1 I 1 III -r1 1-1 1-1 1— #5 REINFORCING BAR -III _ - - SCALE: 3/4' - 1-0 �. - , , I � :-� I � I , _ I I � �•. z _ ,111-1 � 1-111—I 11 111-1 ! 1 11 I. _ �' .; III I I, . z , _ #5 LAP SPLICE - _=— --, - I- ' 1' -.I I, I i I 111 ' I - i I 1 111 ... . ISI=M-111-1 L1r I (2) #5 CHARS 1 ! I III II „ NOTE: = III . I I-1 11111-111 I I ss"MIN. LAP a 1' I' I_ I I' 111. - COMP. SOIL. (COMPACTED TO - I ° rr=, rr= r i I-I-m�{ RI I I= - C / (TYP.) L 1-4'8 1 ROW 2x BLOCKING MID *FUR BEARING WALL - i I I I -' III Ij it 1 i l� I 95% MODIFIED PROCTOR ASTM �= I I TI I=! I-1 I I1=1 I M I I=_ 1 O @ w/UPLIFT ONLY 1- -. I I III=11 I=1 I I=1 I I III=1 I L� _Iii--- ..,--r- 2x #2 SPF STUDS HGT. FOR WALL HGT. _ 8'-6". (2) 1 D1557) i -i „- --�-#6 REINFORCING BAR #5 STD. 90 HOOK III I I_II_. I I 41j VA" @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS -I I' I;: i I I 1 I`I I' I =_ I I: 16dTOENAILST&B FOR WALLHGT.>8'-6'. „_._, _ _ #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/UPLIFT rG 1/2" GYP. WB (MIN.) @GARAGE SIDE IF z APPLICABLE. �t SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 314"=1'-0""3,) SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. 5SCALE: 314"=1'-0"53,) 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" 6x6W1.4xW1.4 6x6W1.4xW1.4 CHAIRS (TYP.) WWF OR FIBERMESH WWF OR FIBERMESH ° p 31/2"(rain.)-4" a o v GRADE -III III 111=111 6 I—III—III—III `" 11=11_1—III III III 111=111=1T1` 11-1 I I=1 I I: I ° I III—I I I—I 11=1 1 II-LI.L-ETI-LTL-(_LI-L[1= Ll 1=1 11=1 1=1 11=1 11=' ' I=1 11=1 11=1 11=1 p ° 11=1 11=1 I I=1 11=1' �III-' I I—I 11—III—III—III III ^III=1 I I III=1 11=1 11=1 I I_ ' ' -1 I =, 111 I I 1=1 ''—" I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I'_ ' I =1 11=1 11-1 I I— I I— 11=1 11= 11=1 11=1 11=I I'- —III I I F4 I 1 III -1 11= ' =1 I III—I I 1—III—I 1- III—III 1=1 " - I I= I 1=1 ' 8'—.III,�,1111I�IIi11�11i1111111�I�,1111'° MIN. 's TYPICAL INTERIOR BEARING P.T. 2x 1/2" GYP' P. TYPICAL THICKENED SLAB EDGE L WALL W/OUT UPLIFT GG \ �� 2„ HOLD GYP. BD. SCALE: 3/4"=1' \) ' 1/2" FROM SLAB SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" 53 -_� CONT. BEAD SEALANT, FOR ADDITIONAL SLAB INFORMATION. BLOCK WALL BEYOND Q INTERIOR 2X STUDS @ 24" O.C. U.N.O. OPT: DEPRESS SLAB 5Y2" DEEP EXPANSION JOINT 13" c _ � '- 3 1/2' � - GARAGE VARIES � �' PAD F00 TINGMASONRY LE AND AND 6 BEYOND DOOR TO - O.H.D. RECESS _ RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND iv �� 1 112 RECESS FOR 6 x 6 W1.4 x W1.4 N r, - WWF OR FIBERMESH 8 MASONRY WALL - -___ CONCRETE SLAB\ CONCRETE NAILS W 1 1/2' 1/2 GYPSUM WALLBOARD U.N.O. S.G.D. (U.N.O.) E EXTEND FILL CELLS =.C. - — _- TO E= 14" O.H.D. RECESS = N.�. ° .:< a'': `' :' . ;_.;.....:.;;....._:.;. f INSULATION PER CHART 8 d- ® _ NT. FOOTING STEEL MAT RE NDFORIO NG D I � EMBEDMENT @ 12" O.C.0 C A , v PAVERS STAGGERED, FROM BOTTOM - _ -1 CO 00 G coI'�-rrt=rrr-rr PLATE TO CONCRETE ON FLOOR PLAN 4 - I- -� -- --_ — { oo : ° oo GRADE (MIN. SHEAR 180# MIN. CUNT. BEAD SEALANT 4 TENSION 120#) CONCRETE SLAB -I, I 1 Il I w _ _ _- - ����_jj 4 - cv 6 x 6 W 1.4 x W 1.4 _ i� - I - I I- c7 • / III III a _ r �f(1 r 11 Irr IIT 11-111= I , .. I_ 11= �w., WWF OR FIBERMESH �,, M o �� iz- a w III :_i.l fl --_ _ — _ - .III=1 I ' • I=1 I I. E ; c7 w rn w w R—II1=1II—III. fi— I I1=1II— ' ^I -- _� ! III . 1I o w w = 1 .1 11 11=1 I—III I—I L I_I I III— —III _ "' • • 4•, — W a. a _ N I I '- '- _III- ',, !�__._ . �-..._._.� ''t LL U YI— ! — _ _ 111111111111' .. q _ 111 I _ _ _ _IIr. 1 '-I �. ,.:, - Ii. -I ' _-,Ii- (._-III_'_ �_!,I--' -! 111_111-111 111-1111 I !!+-,-�, __111__111 _111. I! -:-,I X111 I I ..II: w I= I I 1=1 I_ 111=111= I I III. M „; _ - SEE A/S3 OR J/S6 -I —I I I— 6 MIL VAPOR 1 SEE A/S3/J/S6I_1 FOOTING J -111—I 1' "•. I— FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER FOR REINF. INFO. i, 1; ! ! -�1 I--1 1 = BEYOND II _III 111 I I 1 = I 1 ! 1 I 1 _4i' (1 STORY) I ;'I SEE TYP. WALL PSECTION OR ADDITIONAL (SEDE SCHEDULE REINFORCEMENT FOOTING WIDTH 3" MIN. CLEARANCE SEE A/S3 OR J/S6 -III 1,,—I , 1 8 (2 ST RY) 4 4 FOR REINF. INFO. 3" MIN. CLEARANCE - SLAB INFORMATION. SEE SCHEDULE 1'4"(1 STORY)/1'-8"(1 STORY w/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K SLAB STEP & RECESS S.G.D. rm PATIO COLUMN FTG, DETAIL N 1' 8" (L STOR) SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" 53 SCALE: N.T.S. S3 GARAGE DOOR SLAB RECESS ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR SCALE: N.T.S. 53 ADDITIONAL INFORMATION. L C � rn � l.J d' ' V C m co N 1— t1J M O O Orr.. co �Nj- O v� O o m W d U O �pw m C 4% ru ri 0 W CO E N O N U 7E aO m o C o >e W<f LID 0 rn 't 0 i1D1d1�7777r a syq ✓�,.� VQ / Z �W 4' U M v L. [' rP wt�t 'o lit• in o. a 11 _V rr I1 pi ch �U, 0II� LU O, U /11for1t! 11t�� To the best of the engineer's knowledge an• understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential wlUi 2009 revisions signed and sealed for the structural portion of this drawing. 3� O '—i M cV M z 4-J �n M ®`j6 n j ca © y M r-, ru a Ca I— ruU- S i Si Z m fu J J O fa Lr) _O Ln V E Oz LUmzz. ozoo a l� } Q Q L Q z ~ z �° rW r� a a O�O��N r U o Tom -1 0LLI z LU I— LLLJ u WLUU ¢ zO � h p Lru) �0- U oOw� z0' a, � --zt—z LU 0 W ® ;a >--A o� Q Waco Qu- o < 0C, o 16. 0 -Ar W a < CL U— ej. LU Z a SCALE : AS NOTED PLOT DATE. 01/04/2011 VERSION NO. 108 JOB NO: 11-0009 SHEET NO. DRYWALL NAILS MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM DOUBLE 2x TOP EXTENSION FROM EXTERIOR PLATE FACE OF BLOCK WALL IS 21/4" - - INTERIO WALL -- - TO DRAIN -- 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE EXTERIOR TO BLOCKING WALL CLEAN-OUT A WALL --(2) 2x HEADER SCALE: N.T.S. S4 PER PLAN R� ❑ ❑ ❑ -VENT OR 2ND FLOOR ❑ ❑ ❑ 2' x 4" WALL ❑ ❑ ❑ - ❑- - -DOOR OPENING - - SEE TYPICAL WALL SECTION -DOOR OPENING -- 1/2" MINIMUM CEMENT FINISH-\ - TYPICAL C.M.U. WALL ❑ 12 SCALE: N.T.S. S4 AS REQ'D ❑ I N_ _ PRE-ENGINEERED WOOD TRUSSES @ 24" 0/C \�- -- (TYP.) SEE ELEV. (1) STANDARD 3" DIA. TEE 3/4" FURRING STRIPS $„ STD.90•HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS - GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION � � UPLIFT UPLIFT CONNECTOR (SEE SCHEDULE) ' STUD W/ (3) 10d NAILS - THREADED 3" DIA. EXTENSION - � - CRICKET AS REQUIRED —\ i! �- - --- -- DOUBLE 2"x4" S.P.F. TOP PLATE SINGLE 2x CONT. BASE II — 1/2" GYPSUM BOARD\_ PLATE W/ (2) 12d TO _ i SCREW OFF CAP (3 DIA.) -� \\ W/ DRYWALL SCREWS7 5/8" g" 7 5/8 8"7 5/8 8" - _ _ _ 7/8' STUCCO FINISH PER ASTM C. 926 B OC FOR CLEAN-OUT $" 0 C OR 4d �--- DRYWALL NAILS MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM DOUBLE 2x TOP EXTENSION FROM EXTERIOR PLATE FACE OF BLOCK WALL IS 21/4" - - INTERIO WALL -- - TO DRAIN -- 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE EXTERIOR TO BLOCKING WALL CLEAN-OUT A WALL --(2) 2x HEADER SCALE: N.T.S. S4 PER PLAN R� ❑ ❑ ❑ SOLID AREAS ARE STEEL AND GROUT ❑ ❑ ❑ 2' x 4" WALL ❑ ❑ ❑ TYPICAL INTERIOR NON -l BEARING WOOD FRAME WALL ❑- - -DOOR OPENING - - NOTE: BOTTOM SPLICE/ PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N•T•S. 54 -2240 LIBS -DOOR OPENING -- ( - USP SPT24 @ EA. STUD ❑ ROOFTRUSS SCALE: N.T.S. S4 AS REQ'D ❑ I N_ APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER SOLID AREAS ARE _ 1/8" THICK. STEELAND GROUTc- -- CRICKET AS REQUIRED FULL 8x8x16 BLOCK "�f USP SPT24 @ EA. STUD DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP —� 2x BOTTOM PLATE W/ (1) 10d @ 8" 1ST COARSE 2ND COARSE3RD COARSE CARRIER/GIRDER TRUSS VARIESO.C. TO EACH HEADER FACE - - MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE - SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. USP HTA20 @ EA. STUD - - 2 x 6 (MIN.) FRAME MANUFACTURER. MAIN SPAN WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD MOISTURE BARRIER ROOFTRUSS UPLIFT CONNECTOR SCALE: N.T.S. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. - (SEE SCHEDULE) SCALE: N.T.S. S4 S4 S4 AND FILLED W/ GROUT 12SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL PRE-ENGINEERED WOOD W/ STD. 90° HOOK IN K.O. BLOCK '-_�-�----__-(TYP) SEE ELEV. TRUSSES @ 24" 0/C VERTICAL JAM '��--_- UPLIFT CONNECTOR 5/8"DIA. x 8" J -BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGEKNOCK-OALT. KN EEWALL ABOVE MASONRY WALL DETAIL r -E (SEE SCHEDULE) BLOCK W/f(1) #5 NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J -BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. FOR CONCRETE PLACEMENT SCALE: N.T.S. DOUBLE 2x4 SPF #2 CONCRETE) ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) S4 TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END - WALL 2"x BUILT-UP COLUMN DOOR STOP SEE PLAN FOR MORE INFO -- - w TOP SPLICE z a MOLDING -2 ROWS 10d @ 3" U.C. (14 ° ° 18-10d NAILS 2x TOP PLATE `n GARAGE NAILS TOTAL) EA. SIDE OF DOOR ��^ 2Q-. SPLICE STAGGERED 2-16d NAILS @ 24" O.C. OR - - EQUAL TO TRUSS BOTTOM ° ° CHORD OR BLOCKING 5/8"DIA. X 1L" EPDXIED ATR 2 x 6 P.T. °(,yw W/ MIN. 8" EMBEDMENT • *MAX 5/8" W/ 5/8" W.A. W/ 2x STUD @ 24" G �� 10d @ 8" O/C 5 112" MIN. EMBED O.C. MAX. STgNcF_ PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. Yp STAGGERED FROM BOT. 9 UPLIFT= 4290# (SPF / SYP #2) SEE A/S3 FOR PLATE TO CONCRETE DOOR TRACK REINF. INFO. W/MOUNTING ANGLE 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" OIC EDGES & 8" 0/G FIELD �--� USP SPT22 @ EA. STUD �~ 2x P.T. PLATE -' TOP PLATE 2x S.P.F. STUDS @ 16" O.G. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO i. ABOVE REQ. AT OPENINGS L KING (TYP.) - - = --- - - 2' x 4" WALL NOTES: 1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A4" x4" INSPECTION PORT @EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. QJ VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. � TYPICAL INTERIOR NON -l BEARING WOOD FRAME WALL VTRUSS 2x CLOSURE WALL W/ JACKS NOTE: BOTTOM SPLICE/ PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N•T•S. 54 -2240 LIBS STUDS @ 16" O.C. W/ TYPICAL GARAGE DOOR BUCK K USP SPT24 @ EA. STUD �i (2) 10d TOENAILS T&B ROOFTRUSS SCALE: N.T.S. S4 AS REQ'D EA END - 2x BLOCKING @ MID - -POINT (1) USP EVERY OTHER $„ STD.90•HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS - GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION (1) USP LSTA30 ' STUD W/ (3) 10d NAILS OPENINGS LESS THAN OR EQUAL TO 6'4" IN WIDTH DO NOT CRICKET AS REQUIRED —\ i! r L SINGLE 2x CONT. BASE II -1( PLATE W/ (2) 12d TO 1 i TRUSS BELOW 0 ®o P B OC TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END - WALL 2"x BUILT-UP COLUMN DOOR STOP SEE PLAN FOR MORE INFO -- - w TOP SPLICE z a MOLDING -2 ROWS 10d @ 3" U.C. (14 ° ° 18-10d NAILS 2x TOP PLATE `n GARAGE NAILS TOTAL) EA. SIDE OF DOOR ��^ 2Q-. SPLICE STAGGERED 2-16d NAILS @ 24" O.C. OR - - EQUAL TO TRUSS BOTTOM ° ° CHORD OR BLOCKING 5/8"DIA. X 1L" EPDXIED ATR 2 x 6 P.T. °(,yw W/ MIN. 8" EMBEDMENT • *MAX 5/8" W/ 5/8" W.A. W/ 2x STUD @ 24" G �� 10d @ 8" O/C 5 112" MIN. EMBED O.C. MAX. STgNcF_ PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. Yp STAGGERED FROM BOT. 9 UPLIFT= 4290# (SPF / SYP #2) SEE A/S3 FOR PLATE TO CONCRETE DOOR TRACK REINF. INFO. W/MOUNTING ANGLE 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" OIC EDGES & 8" 0/G FIELD �--� USP SPT22 @ EA. STUD �~ 2x P.T. PLATE -' - REQ. AT OPENINGS L KING (TYP.) - - = --- - - 2' x 4" WALL NOTES: 1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A4" x4" INSPECTION PORT @EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. QJ VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. � TYPICAL INTERIOR NON -l BEARING WOOD FRAME WALL I� JOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. JACKS NOTE: BOTTOM SPLICE/ PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N•T•S. 54 -2240 LIBS USP HTT16 rN SCALE: NTS"4,,) TYPICAL GARAGE DOOR BUCK K • ROOFTRUSS SCALE: N.T.S. S4 SCALE: N.T.S."4,) _ EA END ra O o 1'-4' (1) USP (1) $„ STD.90•HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS - GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION (1) USP LSTA30 - I OPENINGS LESS THAN OR EQUAL TO 6'4" IN WIDTH DO NOT �r (2) r L - f h -1( (3) 1 i (2) USP LSTA30 0 ®o P TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END - WALL 2"x BUILT-UP COLUMN DOOR STOP SEE PLAN FOR MORE INFO -- - w TOP SPLICE z a MOLDING -2 ROWS 10d @ 3" U.C. (14 ° ° 18-10d NAILS 2x TOP PLATE `n GARAGE NAILS TOTAL) EA. SIDE OF DOOR ��^ 2Q-. SPLICE STAGGERED 2-16d NAILS @ 24" O.C. OR - - EQUAL TO TRUSS BOTTOM ° ° CHORD OR BLOCKING 5/8"DIA. X 1L" EPDXIED ATR 2 x 6 P.T. °(,yw W/ MIN. 8" EMBEDMENT • *MAX 5/8" W/ 5/8" W.A. W/ 2x STUD @ 24" G �� 10d @ 8" O/C 5 112" MIN. EMBED O.C. MAX. STgNcF_ PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. Yp STAGGERED FROM BOT. 9 UPLIFT= 4290# (SPF / SYP #2) SEE A/S3 FOR PLATE TO CONCRETE DOOR TRACK REINF. INFO. W/MOUNTING ANGLE 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" OIC EDGES & 8" 0/G FIELD �--� USP SPT22 @ EA. STUD �~ 2x P.T. PLATE -' - REQ. AT OPENINGS L KING (TYP.) - - = --- - - 2' x 4" WALL NOTES: 1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A4" x4" INSPECTION PORT @EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. QJ VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. � TYPICAL INTERIOR NON -l BEARING WOOD FRAME WALL I� JOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. JACKS NOTE: BOTTOM SPLICE/ PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N•T•S. 54 -2240 LIBS USP HTT16 rN SCALE: NTS"4,,) TYPICAL GARAGE DOOR BUCK K • ROOFTRUSS SCALE: N.T.S. S4 SCALE: N.T.S."4,) _ EA END ra O o 1'-4' (1) USP (1) 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT (1) USP LSTA30 UPLIFT CONNECTOR (SEE SCHEDULE) OPENINGS LESS THAN OR EQUAL TO 6'4" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. F FLOOR PLAN. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ - TYPICAL FILLED LINTEL ASSEMBLY rG STD. 90^ HOOK IN K.O. BLOCK SCALE: N.T.S. S4 KNEE WALL ABOVE MASONRY WALL DETAIL IfF SCALE: N.T.S. S[� HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2' x 4" WALL 2" x 6" WALLY STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END ra O o 1'-4' (1) (2) (1) (2) (1) USP LSTA30 41- 9' (2) (3) (2) (2) (1) USP LSTA30 91-16, (3) (3) (2) (3) (2) USP LSTA30 USP SPT4 SPT24 USP SPT4 SPT24 USP SPT4 ROOF TRUSS ABOVE 2X TOP PLATE OVERLAPPING 2X BLOCKING 2X STUDS @ 24" O.C._ .>. j 5/8"x10" "J" BOLT NAILED @ 24" O.C. MAX. INTO 10d NAILS @ 6" (2) 16d TOENAILS MIN. (2) PER4 TRANSOM STAGGERED �_ EA. BLOCKING BOTTOM PLATE TRANSOM FRAMING \ FRAMING : WIDTH OF OPENING VARIES 4 FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE SECTION 2X P.T. SEE SECTION AA/S1 c PLATE AND BB/S1 FOR Zo 2X8 WALL ABOVE 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR �* HOLD DOWN CONNECTIONS 2 BLOCK WALL ABOVE. NOT REQUIRED @ BEARING ADDITIONAL DETAILS ENTRY -- LL WALLS NOTED WITHOUT UPLIFT USP SPT22 SCRAP MATERIAL J � ��'•�� K.O. BLOCK W/(1) FLOOR PLAN NOTES FOR USP SPT4 J -BOLTS @ 24" O.C. #5 CONT. & USP SPT4 USP SPT4 - REQUIRED CONNECTION MAX w FILLED LINTEL 5/8"X10" J -BOLTS )- RECESS SFA<qNl'!' 2 -ROWS 12d NAILS STAGGERED? 2X P.T. PLATE @ 2'-0" O.C. FORM CREATES CONCRETE RECESS TO \ @ 12" O/C EACH FACE OR �` MASONRY WALL 3 -ROWS 12d NAILS STAGGERED RECEIVE GARAGE DOOR AND TO ALLOW 2x4 (NOM.) FOR WATER SHED. 2x CRIPPLES @ 12" O/C FOR 2"x10" OR 2X8 P.T. BOTTOM P TE� GREATER HEADER _KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d \ TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24"0. MAX, C\ USP CC (MIN. (2) PER BOTTOM PLATE) C (THIS i5 A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY USP SPT4 USP SPT4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END (2) 2x HEADER SEE PLAN SPT24- PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE NOT SHOWN -` MOUNTING BASE SHOWN 10d NAILS — -� INTERIOR HEADER _ 10d NAILS @ 4" 10d NAILS 6" O.C. FOR CLARITY SEE DETAIL IN POSITION @ 8' (1) 2x SILL PLATE W/ (2) STAGGERED A @ K/S4 FGARAGE ENTRY FORM DETAIL O/C TYP. BOX HEADER 12d TOENAILS. l STAGGERED SEAT FOR BLOCK IS POURED ONLY EXTERIOR HEADERS n o TRANSOM FRAMING 2x6 MOUNTING BASE SCALE: N.T.S. DOUBLE 2x BEYOND. IN PLACE CONCRETE CRIPPLE STUD `� (1) 2x SILL PLATE W/ (2) NAILED INTO GARAGE FLOOR SLAB 8x8x16 C.M.U. GARAGE DOOR- __ _ TRACK MOUNTING BRACKET TYPICAL (U.N.O.) 12d TOENAILS. OPENING TRANSOM TROWEL FINISH SEE LARGER THAN 4 ft (2) 2x FRAMING PLYWOOD GENERAL NOTES SILL PLATE W1 MP3 CLIPS TRANSOM FRAMING PLYWOOD FASTENED TO TRUSSES o E SHEATHING SLOPE FORWARD ` GARAGE DOOR ROLLER GARAGE DOOR TRACK EACH SIDE SEE SECTION AA/S1 AND WITH 8d COMMON WIRE NAILS @ 4" S� FOR DRAINAGE CONNECTION ASSEMBLY �` _ BB/S1 FOR ADDITIONAL :. GARAGE FLOOR ---2x STUDS TYP. O 8 BOUNDARIES AS 6" 0/C EDGES — g DETAILS n ; TRAVEL DIRECTION OF USP HTT16 TYP. U.N.O. SEE N/S4 PLYWOOD GARAGE DOOR �D ** us HOLD DOWN CONNECTIONS SPT22 NOT BEARING SHEATHING \T OpFN7iyR WALLS ENO ED ITHOUT UPLIFT RECESS USP LINTEL SPT4 MASONRY i. MOUNTING BASE DETAIL " usP WALL BELOW o_ 518"X10" J BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM SPT4 PLATE / SCALE: N.T.S. •. _ .. ) T P.T. BOT. PLATE ALTERNATE: SEE PLAN FOR FOOTING ,. I`i�1fr BOTTOM OF MOUNTING B E DIMENSIONS !J POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED2X8 PTBOTTOM 5/8" DIA. ATR EPDXIED BLOCK WALL. RECESSED SPACE P.T. GARAGE ENTRY FINISHED MASONRY DETAIL6FOR GARAGE DOOR AND WATER GARAGE FLOOR. PLATE MIN. 6" INTO BOND BEAM P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL ® @ E O.C. Q � FRAMING DETAILS ABOVE ENTRY R SCALE. N.T.S. 54• PARTIAL INTERIOR ELEVATION 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. ��4� SCALE: N.T.S. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) S4 C7 N N -1 E`�cQo ra O o o ao o�0 0 vnj M to � U rai � 70 C: �LL� iv 0 X cU . U a o cn 0 aco MI LO 0rn 0 A B 0 ®o P 8 C, •, Q. , Z' �Q t�fN�, to. t7 N 04 To the best of fiie.g}a@jrl�er5 kpgvle`dge and understanding, the sGuctural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. 0 '- M N m Z .Q) M ® o j V) O ❑ gj(MO 7 t �❑-ate z 7 L � z 4-J LU - J Ln (O Ln a� LLn U 0 W LLD, a U� z .� urL-10 0Zy oQ�U Z Y¢ U L a r�l �cZwq~z J O 1 q p o U�Ut-W N W O O T �w J 9 r Lr) 110 l0 LIJ W ® '� wok Wooer L.L U ■ zdzdzz W 0 �,o U W M �ao�o� U 0 j �6S¢ �p 1 Q a 0 0 r� T-1 Q�Q �. U_ u_ LLJ � 0 z g SCALE : AS NOTED PLOT DATE : 01/04/2011 VERSION NO. 108 JOB NO: 11-0009 SHEET NO. SEE STRUCTURAL NOTES%hID SEE STRUCTURAL NAILING SCHEDULE FOR TOENAIL W/ (2)164 NAILS SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS NOTES AND NAILING BACKNAIL W( (2) 16d NAILS 2x4 BLOCKING- - ---2x4 "T" BLOCKING SHEATHING DETAIL 2"x4" OUTLOOKER NAILING SCHEDULE FOR SCHEDULE FOR @ 48" O.C. 16d NAIL @ 24" O.C. SHEATHING DETAIL USP RT16 OR EQUAL @ SHEATHING DETAIL --- 2x4 OUi�LOOKER @ 24" "L" BRACE TOP CHORD — _ EA. OUTLOOKER 2x4 ( ATTACHED W/ U.C. OPTIONAL -SEE BLOCKING FOR l OU LO _ _ _ ELEVATIONS) BACKNAIL W/ (2) 2x4 OUTLOOKER 10d NAILS @ / FIRST FOUR / @ 24" O.C. SEE STRUCTURAL 16d NAILS @ 24" 0/C O.C. TYPICAL ROWS OF 45° 24 MAX. TOP CORD BLOCKING 45-t / 2X4 CONT"L" BRACE TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING TOP CORD TRUSSES @ _ USP RT16 OR FOR FIRST FOUR �� FASTENED W/ (2) 10d FOR FIRST FOUR ROWS 4" MAX.� EA. OUTLOOKER SCHEDULE FOR BLOCKING FOR GABLE TRUSS B EDGES OF 2x4 CRO BRACE EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24 O/C. CMID OF TRUSSES @ EDGES SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS �� �� WE SHEATHING APPROX. 8" FROM �. DOUBLE L BRACING DETAIL • OUTLOOKER EDGES OF HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE EQUAL @ EA. OF TRUSSES @ 5 TYPICAL @ RIDGE FASTENED AT SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 2x4 CROSS BRACE APPROX. 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF SCALE: N.T.S. S5 48" O.C. EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND „ EXTEND LEAST 90% OF APPROX. 8" FROM AT LEAST 90% OF WEB @ 8 O O/C. @ \ USP 8" FROM RIDGE FASTENED AT - SHEATHING TYP. MAX. & (2)10d TOE NAILS @ @ EA. 2x4 CROSS BRACE WEB LENGTH & NOTCH @ SPT4 RIDGE FASTENED AT 2x4 "T" BLOCKING SEE ( EA. END @ 48" O.C. t ' LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD EACH JOINT W/ (2) 10d & (2) EACH JOINT W/ (2) "L" BRACE TO EXTEND STUD 10d TOE NAILS @ EA. END AT LEAST 90% OF WEB 2x4 BLOCKING @ 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 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEbGER TP WALL SECTION FOR SPACING GABLE TRUSS "L" BRACE ATTACHED— 16d NAIL EA. END 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 4" O.C. ATTACHED W/ 10d \ BLOCKING 1/2"CDX PLYWOOD OR 7/16" �� @ 48 0/C FOR THE 7/16" OSB SHEATHING TYPICAL NAILS @ 6" O.C. EDGES `- GYPSUM WALL BOARD �` GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF X ATTACHED W/ 10d NAILS ANDD.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST W/ 10d NAILS @ 6" O.C. EDGES GABLE TRUSS WEB 1/2" CDX PLYWOOD OR - TRUSSES FROM EA. • @ 6" U.C. EDGES AND 12" 10dX3" @ 3" 0/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD THROUGH CHORD CORD ATTACHED W/ (2) 16-d TOENAILS n �� ATTACHED W/ 10d NAILS (2) 16d NAILS BOTTOM ATTACHED � (2) 16d NAILS SINGLE L BRACING DETAILr6 INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING W/ (2) 16-d TOENAILS 2x4 "T" ON TOP OF PANEL 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 SCALE: N.T.S. S5 FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED ( ) INSTALLED PER MANUF. 2"x6" P.T. SILL OF TRUSSES FROM EA. END i 1Odx3" " @ 48" O.C. NOTCH "L' BRACE HERE 2x4 T" ON TOP OF PANEL _ @ 4 O/C DIAPHRAGM MOISTURE BARRIER BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH BLOCKING @ W/ 2 16-d TOENAILS USP HGA10 @ 36 USP HTAZO OR EQ. @ 6'-0" O.C. TYPICAL. O 10dx3" @ 4" 0/C 48" 0/C GABLE TRUSS 5/8"x 10" "J" BOLT @ 32" Q.C. MINIMUM 6" FROM INSTALLED PER MANUF. O.C. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM DBL. TOP STUD WALL �— TRUSS VERTICAL ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT PLATE VERT. WEB (24" 0/C MAX.) (SEE TYP. SEC.) W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3116"x 2 1/4" TRUSS) USP SPT24 @EACH STUD (2) 2"x8" "L" BRACE NOTE: IF EMBEDDED 1 TAPCONS. SECTION CT I 0 N FASTENED WITH (3) STRAP MISSED VERTICAL SECTION 2 SECTION 3 SECTION q. 16d PER SIDE WEB; USE SCISSOR GABLE "T" BRACE MSTAM36 ON OUTSIDE SCALE: N.T.S. SCO SCALE: N.T.S. 55 SCALE: N.T.S. "5,) SCALE: N.T.S. 55 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 21 MAX REFER TO SECTION Z-4BACKNAIL W/ (2) 8d @ 6"O/C - 2 x 4 BLOCKING W/ 2) 10d "X" BRACE SEE DET. J/S5 - CONTINUOUS BOT ON! CHORD BRACING 2X4 MIN - 2x4 OUTLOOKER - SEE STRUCTURAL 16d NAILS 24" O/C F @ ON SHEET S5.1 f M WOOD TRUSSES TOE NAILS @ EACH END @ FOR X -BRACING, AND r F-`° NOTES AND NAILING TOP CORD \ TOP CHORD SCHEDULE FOR 24" O/C (TYP) BLOCKING FOR USP HW/ BLOCKING M °0 SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS 1/4"x1-3/43/4"" WEDGE INFORMATION fi, - EQUAL @ EA. OF TRUSSES @ BOLTS & (4) SDS 1/4" _ �- 111 1/ 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF x 1 1/2" SCREWS - WOOD TRUSSES APPROX, 8" FROM SHEATHING TYP. RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ 2 AT EAST 0OF WEB TO EXTEND AT 24" O.C. ON TOP OF 1 1•!2 1 1�2 10d & (2) 10d TOE ) BOTT. CHORD FOR 4 NAILS 2) EAEND LENGTH (SEE TABLE) - — TRUSS SPANS . GABLE TRUSS o z ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" W AT EA. TRUSS JOINT @ 48" 0/C FOR THE (2) 16d NAILS OSB SHEATHING ATTACHED BRACING W/(3) 10d x 3" @ s (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EACH CONN. @ 24" 0/C OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. ED 'ES AND 12" O.C. FIELD USP HGAM10 W/(4) -3/16"x1-3/4" / 4 3/16"x1-3/4" 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL D = 0.207", L = 4 1/2" OR EQUAL ' --' O MOISTURE BARRIER O/C W/ 2 -16d ( - ) END TYP. TOP & "� <., /JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 TOENAILS @ EA. END NOTES: BOTTOM ATTACHED / SEE PLAN FOR 1/2" SCREWS -BOND BEAM 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4 -PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL. W/ (2) 16-d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3 -PLY) -- -- -h >-_ ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5 -PLY PROVIDE 1/4" DIA x 7" LAG SCREWS OR EQUAL MASONRY WALL OF THE LAST LAMINATION(SPACE AS SHOWN FOR 3 -PLY) 2x4 "T" ON TOP OF PANEL . ARCHITECTURAL FINISH NOTE: BLOCKING, FASTEN WITH - 2x4 BLOCKING W/ - 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZTOP & BOTTOM CHORD _ EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2) 12d TOENAILS CUT SHEETS FGR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ T B � , COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF �. THAT MY E REQUIRED 4-0' O.C. MAX. FOR NON - LOAD BEARI G LOCATION EXT. WALL CONN. NON -LOAD 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) f i. ., BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" 55 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS (-8 SECTION �J�- BEARING LOCATION (UNEVEN CLG. ADDITIONAL INFORMATION. \ rE REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L SCALE: N.T.S. SCALE: N.T.S. SJ SEE TYP. WALL SECTION FOR SCALE: N.T.S.AS PER BCSI 1-03 S►j 55 SCALE: N.T.S. ADDITIONAL INFORMATION. S5 SCISSOR TRUSS " --- 2"x4" OUTLOOKER @ 24" — 12 O.C. W/ (2) 10d PER JOINT MINIMUM 2x OVERLAP TRUSS BRACING CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP (SEE PLAN FOR r— WOOD TRUSSES LOCATIONS) J10dx3" O/C @ 2"x4" TOENAIL 6" 0/C RUNNERS W/ (2) 16d TYPICAL (2) 16d PER NAILS •M JOINT "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) "L" BRACE "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING GABLE END DETAIL a 2x4 TRUSS BRACING Ljj SCALE: N.T.S. 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. COSMETIC DROP CEILING FRAMING TRUSS BRACING OVERLAP DETAIL W 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. SCISSOR TRUSS — — — — SCALE: N.T.S. SCJ 3) SEE 6/55 FOR MORE INFO. W/ DROP CEILING BRACING DETAIL 1 GABLE TRUSS 4 MEAN ROOF HEIGHT UP TO 30'-0" SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE:NTS 1" BRACE W/ 10d 4" O.C. 4 � � � o v 12 0 v @ ____ -� _ (SEE SCHEDULE FOR SIZE � - -__� AND LOCATION) 12 6.9 M -- - END JACK S5 - �/" _ ---- 4 o z o W o — - '- - ___ - -- -— ..L.' BRACE W! 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE6•Q 11'-0" 12 MAX. DOUBLE TOP PLATE - - a O X_ 2¢ C) MAX. 5 _ S5 _ - a OF THE LAST LAMINATION(SPACE AS SHOWN FOR 3 -PLY) 2x4 "T" ON TOP OF PANEL . ARCHITECTURAL FINISH NOTE: BLOCKING, FASTEN WITH - 2x4 BLOCKING W/ - 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZTOP & BOTTOM CHORD _ EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2) 12d TOENAILS CUT SHEETS FGR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ T B � , COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF �. THAT MY E REQUIRED 4-0' O.C. MAX. FOR NON - LOAD BEARI G LOCATION EXT. WALL CONN. NON -LOAD 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) f i. ., BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" 55 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS (-8 SECTION �J�- BEARING LOCATION (UNEVEN CLG. ADDITIONAL INFORMATION. \ rE REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L SCALE: N.T.S. SCALE: N.T.S. SJ SEE TYP. WALL SECTION FOR SCALE: N.T.S.AS PER BCSI 1-03 S►j 55 SCALE: N.T.S. ADDITIONAL INFORMATION. S5 SCISSOR TRUSS " --- 2"x4" OUTLOOKER @ 24" — 12 O.C. W/ (2) 10d PER JOINT MINIMUM 2x OVERLAP TRUSS BRACING CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP (SEE PLAN FOR r— WOOD TRUSSES LOCATIONS) J10dx3" O/C @ 2"x4" TOENAIL 6" 0/C RUNNERS W/ (2) 16d TYPICAL (2) 16d PER NAILS •M JOINT "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) "L" BRACE "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING 6.9 MAX. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 ALTERNATE NON -DROP MINIMUM (2) 16d PER JOINT MINIMUM NOTE: GABLE END DETAIL 2x4 TRUSS BRACING CROSS BRACING DETAIL J SCALE: N.T.S. 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. COSMETIC DROP CEILING FRAMING TRUSS BRACING OVERLAP DETAIL rM 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. SCISSOR TRUSS SCALE: N.T.S. SCJ SCALE: N.T.S. SCJ 3) SEE 6/55 FOR MORE INFO. W/ DROP CEILING BRACING DETAIL 1 GABLE TRUSS 4 MEAN ROOF HEIGHT UP TO 30'-0" SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE:NTS 1" BRACE W/ 10d 4" O.C. 12 @ ____ -� _ (SEE SCHEDULE FOR SIZE � - -__� AND LOCATION) 12 6.9 M -- - END JACK S5 - �/" _ ---- 6.9 MAX. - '- - ___ - -- -— ..L.' BRACE W! 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE6•Q 11'-0" 12 MAX. DOUBLE TOP PLATE MAX. 5 _ S5 _ - AND LOCATION) 2X4 LEDGER GABLE TRUSS _ -- ,,-----USP LSTA 18 ` 6-- S5 CORNER JACK I I W 'i !- __ r di I II DBL TOP PLATE S CONT. BEARING CONT. BEARING USPHGA10(TYP.) STUDS@ 16"O.C• USP SPT24 HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL TUDS @ 16 O.C. GABLE END BRACING DETAIL @EAcrlsruo 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 Aq NnTFn 01/04/2011 VERSION NO. 108 DOOR JAMB (REffR- 1X4 1/2" DRYWALL F DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER TO SHT. SDW2-K1 1 X 4 X1/2" DRYWALL _L__ TO SHT. SDW2-K'1 FOR CONN. DETAILS P.T. TO SHT. SDW2-K1 FOR CONN. DETAILS /; —^1 X 4 FOR CONN. DETAILS ,'' , ; ;�} '1 X 4 3-1/4" LONG X 3/16110, -1X4 C3/16"0 r FURRING X 3" LONG TAPCONS :., FURRING 3/16"(1 X 3-1/2" LONG -/ FURRING TAPCON. INTO (EVERY OTHER STAGGERED @ 16" 8d NAILS @ 8" O.C. AT BUCK TAPCONS STAGGERED 2X$ BLOCK@ SPACING 1 �� DETAIL O.C. 2 -ROWS INTO 1X8 P.T. STAGGERED 16" O.C. 2 INTO 1X8 PER MANUFACTURE NAILS AT EA. END MASONRY THROUGH 1-1/211 Ir DETAIL -ROWS MASONRY THROUGH 3" DETAIL REINFORCING PANEL NOTCH WEB AT THE F 1x4 P.T. & 1x8 P.T. ±5� 1x8 P.T. & 2x8 P.T. 3/16" x 3 -1/2" 2 x 8 VERT. BRACE(S) _ INSIDE TO ALLOW FOR INSULATION--' �4����,�•���ii111iI191dt,11/ �,,;, TAPCON @ 16" BUILT UP PLWD. BUCK - .w 4 SCRIBE (NOTCH) BACKSIDE \ a° O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1X 4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. DOOR JAMB (REFER- TAPCON TO SHT. SDW2-K1 FOR To the gest of the engineer s� knowledge and TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 — - :. CONN. DETAILS------_ FOR CONN. DETAILS , ? T FOR CONN. DETAILS O 10d @ 12 O.C.-�� 1 X 4 ' Ln Q0 FURRING C) NcMO L (0 2X8 P.T. WITH 3/16" Q X 3" d' 2x P.T. AS REQ'D 2X8 P.T. LONG TAPCONS STAGGERED @ 16' O.C.. 2X8 2x DETAIL 2 1/4" DETAIL 2 -ROWS INTO MASONRY 3-1/4" DETAIL BUILDOUT a@ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX 2 0„ 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL _ \ _ 8d NAILS AT 8" O.C. AT BUCK `- 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO ` BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. \ BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR '-- SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH — (4) 1 Old NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR— —\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. USB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRC / FBC A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET, AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EV_:NLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. 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 INSTALLATION OF GLASS BLOCK. ► SECTION A -A 8" 01 1/4" x 31/4" TAPCONS -LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B -B 811 PROPER INSTALLATION MAX. 8 2x BAND JOIST W/ FACE NAIL 2 x 8 BUCK - CONNECT TO BLOCK I 95 REBAR (T) HTT16 W/ (18) -16d NAILS TO WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. 6) STD. 90^ H001 f /4" MAX EMBEDMENT INTO 1: BLOCK HEADER PER ANCHOR) SOLID BLKG. AT TOP BTWN. ARCH 1 X4 FURRING THREAD ROD EPDXIED W/ (EVERY OTHER BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK COURSE) Lo EXPANSION STRIP COVER W U --SEALANT 2 x 8 VERT. W/ (2) 10d 6'-0" F.F. 5" EMBEDMENT & 3" MIN. NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTW 6 MIN. LAP SPLICE W/ ami 0 VERT. BRACES WHEN HGT. OF REINFORCING PANEL NOTCH WEB AT THE F BRACE EXCEEDS 24 ±5� ES LEAVE A CUT OUT IN O.S.B. ON T E--- 2 x 8 VERT. BRACE(S) _ INSIDE TO ALLOW FOR INSULATION--' �4����,�•���ii111iI191dt,11/ �,,;, TO BE INSTALLED BUILT UP PLWD. BUCK - .w 4 SCRIBE (NOTCH) BACKSIDE \ a° - 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ ° v 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW To the gest of the engineer s� knowledge and BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL specifications comply with the 2007 Florida Building Cade, Residential with 2009 revisions ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS ARCH DETAIL K O B—B I'V m SCALE: N.T.S. �SS GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRC / FBC A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET, AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EV_:NLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. 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 INSTALLATION OF GLASS BLOCK. ► SECTION A -A 8" 01 1/4" x 31/4" TAPCONS -LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B -B 811 PROPER INSTALLATION MAX. 8 PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH A I START OF ARC EQUAL 11 4' MAX. RAD. 2x BAND JOIST W/ FACE NAIL EXPANSION STRIP 20 ga. PANEL I 95 REBAR (T) HTT16 W/ (18) -16d NAILS TO ANCHOR FILL SOLID 6) STD. 90^ H001 f 1/4" EXPANSION BOLT (2 BOTH CELLS PER ANCHOR) REINFORCING IL THREAD ROD EPDXIED W/ (EVERY OTHER `�0 0vo ° WEDGE BOLTS INTO K.O. BLOCK COURSE) Lo EXPANSION STRIP COVER W U --SEALANT A 6'-0" F.F. 5" EMBEDMENT & 3" MIN. MA, _ 6 MIN. LAP SPLICE W/ ami 0 _ REINFORCING PANEL NOTCH WEB AT THE F 4w ±5� ES PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH A I START OF ARC EQUAL 11 4' MAX. RAD. 11 `— SEALANT GLASS BLOCK DETAIL a (TYP.) RST 2 COURSES FILLED CELL PER FOUNDATION PLAN UPLIFT CAPACITY = 945 # FOR 1 STRAP =1890 # FOR 2 STRAPS 1 -PLY PRE-ENGINEERED TRUSS 1 USP RT16M W/ (8) NA11 NAILS & (6) 4' x 24" TAPCONS (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 1Z' NAILS AND (4)4" X 1' WEDGE BOLTS [ (1) STRAP = 1225 # , (2) STRAPS 2450#]) --- BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%s" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3) 1/4" X 31/2" TAPCONS AT 16" O.C. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) -12d NAILS - 2X6 TO 2X4 , 6" MIN. LAP/ SPLICE NOTE: SEE GLASS BLOCK INSTALLATION NOTES. *(110 mph FASTEST WIND =130 mph, 3 SEC. GUST. FRC TABLE R301.2.1.3) *(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FBC TABLE 1606.1.6.1) 12 SEE PLAN � USP RT3A JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4h/i' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL I IAIAf�l�CDTADI C IK10-1-AI I Tlf'%Kl FILLED CELL INSTALLATION k0 TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL SCALE: N.T.S. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. �._ (2) 10d NAILS @ 8" O.G. TO TRUSS TOP CHORD STN ---PLYWOOD SHEATHING 1 SEE ELEVATION FOR OVER HANG (MAX. 4'-0") BLOCKING AS REQUIRED TO SUPPORT SOFFIT SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS 2x BAND JOIST W/ FACE NAIL EXPANSION STRIP 20 ga. PANEL W.W.M. AT PERIMETER HTT16 W/ (18) -16d NAILS TO ANCHOR AND (8) FACE NAILS 10d @ 6) LAP SHEATHING TO f 1/4" EXPANSION BOLT (2 9 ga. PANEL PER ANCHOR) REINFORCING OCCURS THREAD ROD EPDXIED W/ (EVERY OTHER `�0 0vo ° WEDGE BOLTS INTO K.O. BLOCK COURSE) Lo EXPANSION STRIP COVER W U --SEALANT A 6'-0" F.F. 5" EMBEDMENT & 3" MIN. `t 6 MIN. LAP SPLICE W/ ami 0 _ REINFORCING PANEL 11 `— SEALANT GLASS BLOCK DETAIL a (TYP.) RST 2 COURSES FILLED CELL PER FOUNDATION PLAN UPLIFT CAPACITY = 945 # FOR 1 STRAP =1890 # FOR 2 STRAPS 1 -PLY PRE-ENGINEERED TRUSS 1 USP RT16M W/ (8) NA11 NAILS & (6) 4' x 24" TAPCONS (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 1Z' NAILS AND (4)4" X 1' WEDGE BOLTS [ (1) STRAP = 1225 # , (2) STRAPS 2450#]) --- BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%s" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3) 1/4" X 31/2" TAPCONS AT 16" O.C. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) -12d NAILS - 2X6 TO 2X4 , 6" MIN. LAP/ SPLICE NOTE: SEE GLASS BLOCK INSTALLATION NOTES. *(110 mph FASTEST WIND =130 mph, 3 SEC. GUST. FRC TABLE R301.2.1.3) *(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FBC TABLE 1606.1.6.1) 12 SEE PLAN � USP RT3A JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4h/i' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL I IAIAf�l�CDTADI C IK10-1-AI I Tlf'%Kl FILLED CELL INSTALLATION k0 TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL SCALE: N.T.S. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. �._ (2) 10d NAILS @ 8" O.G. TO TRUSS TOP CHORD STN ---PLYWOOD SHEATHING 1 SEE ELEVATION FOR OVER HANG (MAX. 4'-0") BLOCKING AS REQUIRED TO SUPPORT SOFFIT SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS > 11-I I I=111 -III -III -III; g I-1 I I, I I I I 11- I -111-I I 1=11 D II1-IIIIII: 1-1 I LII, GRADE P a CV _� ch _ Z . o. (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" SFF SI-fFFT f12 AND FOR RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" 2"x DOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL METAL SEAT PLATE NOTE: W.W.M. AT PERIMETER HTT16 W/ (18) -16d NAILS TO SET BAR IN EPDXY AND (8) FACE NAILS 10d @ 6) LAP SHEATHING TO WHERE THIS CONDITION STUDS & (1) - 5/8" DIA. ALL (1) #5 BARS CONT. JOIST TYPICAL EXISTING BOND BEAM OCCURS THREAD ROD EPDXIED W/ TOP WITH MIN. 3" `�0 0vo ° WEDGE BOLTS INTO K.O. BLOCK FILL CELL FULL HEIGHT W/ Lo SIMPSON "SET" EPDXY MIN. COVER W U a A 6'-0" F.F. 5" EMBEDMENT & 3" MIN. `t g ami 0 _ EDGE DISTANCE > 11-I I I=111 -III -III -III; g I-1 I I, I I I I 11- I -111-I I 1=11 D II1-IIIIII: 1-1 I LII, GRADE P a CV _� ch _ Z . o. (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" SFF SI-fFFT f12 AND FOR RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" 2"x DOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2 -STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. ` FILL 1st4 COURSES SOLID W/GROUT •f FOR OVERHANGS BETWEEN OVER 11/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. •'"•' �'••"' 4• OVERHAN A;, RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/8" TO 11/2" NOTE: FOR OVERHANGS LESS THAN 318" - NO REPAIR REQ'D. 1'-011 5'-011 INISH F #5 BAR G 10" U ` CENTERED W/ 90� H _ IN TOP o -7. v KNOCKOUT/ N j--r=—i—r-r— o CHAIR BLOCK MONO FOOTING -1 1 - I I` SIZE AND REINF. PER PLAN - - AND SECTION DETAILS _ CLEAN FILL / . DIRT f � z ' -STANDARD o G 90' HOOK cwt #5 BAR IN FILLED CELL V p 0 n STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" 40TE: IF RETROFIT FILLED CELL CONDITIONS __XCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD -OR ADDITIONAL INSTRUCTION. 2x BAND JOIST W/ FACE NAIL METAL SEAT PLATE NOTE: 10d @ TOP & BTTM CHORD, SET BAR IN EPDXY AND (8) FACE NAILS 10d @ 6) LAP SHEATHING TO TRUSS VERT. WEB 0 BOTTOM OF BAND JOIST TYPICAL EXISTING BOND BEAM -USP HGAM10 @ 12" O.C. w/4 -SDS 1/4x1 1/2" E'0 O n co SCREWS INTO BAND JOIST & (4) 3/16"x1-3/4" `�0 0vo ° WEDGE BOLTS INTO K.O. BLOCK FILL CELL FULL HEIGHT W/ RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2 -STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. ` FILL 1st4 COURSES SOLID W/GROUT •f FOR OVERHANGS BETWEEN OVER 11/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. •'"•' �'••"' 4• OVERHAN A;, RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/8" TO 11/2" NOTE: FOR OVERHANGS LESS THAN 318" - NO REPAIR REQ'D. 1'-011 5'-011 INISH F #5 BAR G 10" U ` CENTERED W/ 90� H _ IN TOP o -7. v KNOCKOUT/ N j--r=—i—r-r— o CHAIR BLOCK MONO FOOTING -1 1 - I I` SIZE AND REINF. PER PLAN - - AND SECTION DETAILS _ CLEAN FILL / . DIRT f � z ' -STANDARD o G 90' HOOK cwt #5 BAR IN FILLED CELL V p 0 n STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" 40TE: IF RETROFIT FILLED CELL CONDITIONS __XCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD -OR ADDITIONAL INSTRUCTION. XI TING FOOTING 2-#5X6' IN CONIC. N FILLED CELL DRILL 3/4"X6" MIN. HOLE SET BAR IN EPDXY El 1],4- SAW CUT EXISTING FOOTING A SECTION SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. EXISTING BOND BEAM. — DRILL 3/4"X6" MIN. HOLE SET BAR IN EPDXY 6) CAP TO PREVENT LEAKAGE 0 #5X6' EMBEDDED INTO C: EXISTING BOND BEAM 0 E'0 O n co `�0 0vo ° FILL CELL FULL HEIGHT W/ Lo v NON SHRINK GROUT. W U a A LL cn `t g ami 0 n U Z #5X6' EMBEDDED INTO 4w -" ES XI TING FOOTING 2-#5X6' IN CONIC. N FILLED CELL DRILL 3/4"X6" MIN. HOLE SET BAR IN EPDXY El 1],4- SAW CUT EXISTING FOOTING A SECTION SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. SHEET NO. SS 6) 0 C: 0 4 LQ 70 E'0 O n co `�0 0vo ° �o� a) rp ' �L�Y 0YN AIR*, U O �a00)(J- 0 co ° CL CO �Q� `t ami 0 B D. N'.........0 L 4w — " _ �4����,�•���ii111iI191dt,11/ �,,;, E' co 'Ira z,• t .w 4 LL1 a° LOX., `9 WV LU ° v ' To the gest of the engineer s� knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Cade, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O I'V m Ln ®moo Ln Q0 7 n D C) NcMO L (0 d' U_ N r. Z " J .'-'Uj J p (0 Lr) N U-) V r•i 7 0 °z L� wiiO W w m Q w Upicn00 0zr0 OZ ? Q S izza F 2 w Z V ® Qa= 8 o T O� o wCq �WoZ� 14 l� Lu Q C:)�� � r -I WooUPM o0 02 Pb U 'Z 0zz z=o� Lu Op LU 0 k�Q2� U w� >>g j-; z o 0 < J ¢ CL l� V. � W Z W ® z a SCALE : AS NOTED PLOT DATE : 01/04/2011 VERSION NO. 108 JOB NO: 11-0009 SHEET NO. SS NOTE: PENDING BEAM BEARING LOCATION, THE '`DIAGONAL SPACED � SEE ",—ROOF PROVIDE 2X4 MIN. BLOCKING AT BEAM CAN COLUMN W/SIT (2)ON TOP HTW20 OF PLAN SHEATHING OF HIP/RIDGE, TYP.BETWEEN JACK TRUSS AS SHOWN AT 15'-0" O.C. MAX TRUSSES W/ (2) 12D NAILS EACH STRAPS OR GABLE END SEE TRUSS END TO TRUSS TOP CHORD LAYOUT • 2X4 BLOCKING — TYP. � I /--CLIP EACH TRUSS ------------BLOCKING BETWEEN TRUSSES -- USP JUS46 OR JUS461F • • TRUSS (2) 2x8 #2 SYP W/ —.,� i itl _ --_ - BUCKET TO COLUMN I / FORROF PLAN A 7/16 O.S.B. FLITCH lli TYPE) SECT. A—A PLATE TOP @TRUSS � I � � BRC. �� _ — SUPPORT COLUMN BUILT-UP —FRAME OUT TO A (2)-2x4's OR 4x4 W/ (2)-10d I _ BLOCK EDGE G.T. I i NAILS @ 8" O.C. EACH PLY 1 `` --SEE DETAIL 401 • •• ADD 2X4 ALONGSIDE --- I I ii (SHOWN AS 4 x 4) I FOR BEAM SIZE TOP CHORD WHEN REQ DEXTERIOR SHEATHING - TO PREVENT PLYWOOD I (2) USP HTA20's ATTACHED PER NAILING I SPAN FROM EXCEEDING TYPICAL BLOCK .� ; - w/(10) -10d x 1 1/2 EA. TO COL. SCHEDULE WALL — --_-- i ALT: 2 USP MSTAM36 2x SPF #2 MAX 24" SPAN (EITHER JACK _ HIP - O I AT 16" O.C. SIDE OR BOTH IF REQ'D) 01 G.T STRAPS CENTERED CONTINUOUS LATERAL BRACING- w/(13) -10d NAILS Ea TO COL. NAIL OVER X -BRACE AS SHOWN- TIE BEAM --''---------- INSTALL BLKG. AT TRUSS WEBS I --BUILDER FRAME RADIUS FOR NAILING X -BRACING - 2x4 SPF OR SYP (2) 12D NAILS AS REQUIRED w/ 2-16d @EACH TRUSS WEB AT 12" O.C. MAX BEAM @ RAISED ENTRY CROSS BRACING DETAIL JYP.)(_�j HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL LL KNEEWALL2 ENTRY FRONT WALL SCALE: 1/2" = 1'-0" SCALE: 1/2"=1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS USP SPT24 TOP AND FOR WALL BETWEEN 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIITPI-2002 CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C.p� ROOF SYSTEM BOT. W/ 12 10d NAILS TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED EACH DIRECTION TYP. U.N.O. @EACH STUD - MIN. (2) 2x4 VERTICAL SCAB /� ( ) w/ MIN. (4) 12d WHEN " SPF TOP BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO 2 x 6 #2 SPF 48 O.C. ,� INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE -ENG. TRUSS W/ (4) 10d TOP & PLATE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES 2x8 BLKING. NAILED @ EACH BOTTOM OR USP RT7 OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d MIN. 2 x 4 SPF --USP LSTA30 W/ (11) SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d @ 16" O.C. 10d TO PLATE & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) - 10d X 1 1/2" EACH (11)10d TO COLUMN OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. /—COLLAR / EVERY 3rd USP M34 W/ (12) 8d X 1 1/2 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS i RAFTER (2) USP LSTA30 W/ :: NAILS @TOP &BOTTOM LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING (11) 10d TO PLATE & j ' OF HEADER (REQ'D IF SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" �C •iC cV_�f sG..6 O.C. MAXIMUM. (11)10d TO COLUMN OPENING LARGER THAN (2) 2x8 #2 SYP HEADER 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D _ _- - -- --2x4 SPF 2 TOP OF W/ 7/16" O.S.B. FLITCH PLATE 4'-0") (2) #7X 3-1/2" WOOD 4x4 MIN. OR BUILT-UP NAILS AT EACH TRUSS INTERSECTION. CB-�— __ SCREW EACH TRUSS TRANSOM � - _\ � COLUMN EA. 2X4 NAILED 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 @ 48" O.C. SEE PIAN \ w/10d @ 8" O.C. DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT Tg -ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB_B TRANSOM OPENING (2) USP MSTAM36 STRAPS 5. -PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSSBEVEL CUTS () ARCHED OR FLAT CENTERED W/ 13 10d DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS(OPTIONAL) NAILS AND (8) 1/4 x 2 1/4 PRE -ENG. TRUSS TAPCONS. 2X4 DIAGONAL AT $'-0" O.C. 2X4 BLOCKING TOP OF IF REQ'D BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP WALL SEE IF REQ'D (2) 2x4 SP MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. PLAN DIRECTION TYP. A \2 x 4 SPF @ SILL PLAT P.T. SILL PLATE 16" O.C. r+�—_�--� --DOUBLE 2X4 W/ USP _ �------- _ MP34 @TOP &BOTTOM DIAGONAL— 2x8 #2 SPF RIDGE BEAM - —USP MP34 W/ 1 AT 8'-0" WOOD IF REQ'D USP SPT22 W/— (2) 8dx1 1/2 MAX TRUSS �C �C 2x6 #2 SYP RAFTERS FOR SPANS 4FT (10) 10d NAILS @ BOT - NAILS AS REQ'D TO 8FT 2X4 RAFTERS FOR SPANS LESS AND SIMPSON SP2 W/ '- (REQ'D IF OPENING THAN 4FT @ 2-0"O.C. MAX. w/ (3) 10d 12-10d NAILS @ SILL LARGER THAN 4'-0") COMMON TOENAILS TO RIDE BEAM - ---OPTIONAL FRAMING TO BE MIN. 2x4 P.T. W/ %"X3"__' u ° , MIN. 2x4 SPF UNLESS 2X4 CONT. AT CONC. MASONRY TAPCONS @ 6" O.C. IN RECESS LINTEL OTHERWISE NOTED. SEE T & B CHORD STEEL OR WOOD MASONRY OR 10d NAILS ELEV. FOR TRANSOM BEARING SUPPORT @ 6" O.C. IN WOOD. -- I �, i I I_ LOCATION -- - MIN. 2x4 #2 SYP BASE PLATE- RECESS LINTEL ABOVE W/Z" ANCHOR BOLTS @ 16" _ f DOOR SEE LINTEL PLAN A -A ALTERNATE BLOCKING DETAIL O.C. & 3" FROM EACH END I - - DOOR OPENING I-- aINTERIOR BEARING 3 (2) 2x BUCK ATTACHED - -- - --- -_ _ _ PER PLAN - ----------------WOOD TRUSS SCALE: 1/2" - 1'-0" --- A PROVIDE BLOCKING AT ALL TRUSS BEARING LINTELS AT ENTRY DOOR w/TRANSOM 5 SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 1/2" = T-0" SCALE: 1/2"=1'-0" VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING W/ USP SPT22 @ ATTACHED PER BASE & SPT24 @ TOP NAILING SCHEDULE j 2x BLOCKING BE 2x4 #2 SPF BRACING @ ' i� EXTERIOR SHEATHING 16" O.C. W/ (4) 12d 1 -�/�= —� COMMON TRUSSES. � ATTACHED PER �j STUDS TO TRUSS W/ (2) TOENAILS TO TOP - SEE TRUSS PLAN 2x4 STUDS W/ USP 12d TOENAILS EACH END PLATE & (2) 12d END MIN. 2 2x4 FOR CONNECTION SPT22 BASE SEE NAILING SCHEDULE ---STRUCTURAL SHEATHING NAILS TO TRUSS O @ (BETWEEN TRUSSES (2) SPF TOP INFORMATION. J/S6 FOR MORE 12d NAILS TO EACH ATTACHED PER NAILING BOTTOM CHORD VERTIVAL STUD PLATE INFO. SHEATHING TTACHED SCHEDULE � i, i, ) 2x BASE PLATE W/ (2) 12d i� PER. NAILING SCHEDULE i VARIES SEE PLAN 2x4 BASE PLATE W/ G NAILS @ 16" O.C. ALONG W/ VARIES W/ fir_ FOR WALL LOCATION `� i� USP MTW12 TO BLOCKING ROOF SLOPE USP LSTA30 OR. �.... MTW12 TO FLOOR BELOW @ 16" O.C. WOOD WALL— GIRDER BELOW @ 16" OR TRUSS. —2X4 CONT. W/ (2) — MIN. 2x4 #2 SPF STUDS @ — O.C. SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR NAILS EACH SHEATHING ATTACHED STUD TYP. T&B PER NAILING SCHEDULE & o - (3) 12d TOENAILS TO - PLYWOOD —TRUSS OR SEE PLAN FOR 1- PLATE BELOW — — -- - FLOORING / ROOF SYSTEM TOP OF WALL MIN. 2x4 #2 SYP P.T. PLATE 16 FLOOR SYSTEM FLOOR GIRDER - - W/ 1/2"X$" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR LOW ROOF TRUSS W/ MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION RAISED BOTTOM CHORD — (2) 2x6 BLOCKING UNDER''— FLOOR G.T. PLAN FOR MORE p o 16" O.C. MAX. EXTENSION SEE TRUSS JUS24-22OEAC IAEND LL W/ USP SEE PLAN INFO. SECTION @ FLOOR MANUF. SPEC'SFOR SHEAR TRANSFER CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY s CONNECTION 22 SECTION @ BUMP OUT 39 SCALE: 3/4" = 1'-0"1�:7 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0"��j SCALE: 3/4"=1'-0" 1�:7 v7 L �a N N vi C I- cU (D'9 Lo 70 o or,0C00 O QD opo E V) IY m 0gt o 6 -D ar o w W 1= � 1L N 0 �` U CL 0 1111"k p a ao a � ami 0 A B J N �_njjg T Do 7owl'V �A� r f; WW • � /�/�� ,. M.J k CA �.Z rws� 0. �. "c? y m Wya�, "�(D a� o co �St� To the best of the e tgink j J ngWledg6'and understanding, the structural'plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. C) N m M O (J O � j 0—i m O ® Q m n > T -i G) a ) L � O H > 6�^ ■N `-' Z 4-J z J J p [<y (U Ln U � o W ate.. O Lu J wz~(v'h"7n Uo�Zoo a o¢ 8zQ =w~z w o dd O 0 U Lu N ~ a O z Tr � l0 � Q> t10 Uj J � ® �1 �n� u Lu z 0z z z L� r., o'.� _- z LSI O � ® Lu 0l~ W CO '- Q6 0 boa UaJ U)�W Q LL z O Q ~LL LU O z W Z Q SCALE AS NOTED PLOT DATE : 01/04/2011 VERSION NO. 108 JOB No: 11-0009 SHEET NO. D1 PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building contact components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you cental your local product supplier should you not know the product approval number for any of the applicable listed products. Categor /Subcateg 1. EXTERIOR DOORS Manufacturer Product Description b Approval Numers Test Pressures A. SWINGING Plastpro Inc./ Nal Plastics D Distinction Fiberglass Entry Doors FL 6184-R1 + - S 5 65.0 f 6 .Ol p FL569-R3 CS22 ThermaTru smooth Star/Fiber-Classic FL8838-R1 +55.0/-55.0 psf H3 FL10456 ThermaTru ooth Star/Fiber-Classic FL12441 +47.0/-47.0 psf B. SLIDING Fla. Extruders (Milestone) ries 1000 FL8409-R3 +45.0/-45.0 psf C. SECTIONAL Clopay Building Products sidential WindCode Doors W5 (8X7 rResidential FL5675-R3 +30.0/-32.0 psf LFTA6 FL820-R2 Clopay Building Products WindCode Doors W5 (16X7) FL5675-R3 +30.0/-30.0 psf FL817-R1 (used in wind speeds over 120nq.)h) Clopay Building Products sidential WindCode Doors W6 (8X7) FL5675-R3 +37.0/-41.0 psf FL817-R1 (u::edir7wirrdsfaeedsover l2orrquh) Clopay Building Products Residential WindCode Doors W6 (16X7) 5675-R3 FLp +37.0/-37.0 sf FL821-R1 HETA20 Amarr Garage Doors Model #500 Classical (8x7) FL5427-R2 +40.1/-47.4 psf HGUS210-2 FL11468 Amarr Garage Doors Model #500 Classical (16x7) FL5427-R2 +38.4/-43.7 psf FL11473 Embedded Truss Anchor Amarr Garage Doors Model #600 Stratford (8x7) FL5302-R'1 +40.1/-47.4 psf Heavy Skewed U Hanger quudmply 4 inch Solid Sattit Amarr Garage Doors Model #600 Stratford (16x7) FL5302-R1 +38.4/-43.7 psf D. OTHER HTS20 FL10456 Heavy Truss Strap HTVV20 FL820-R2 HTT16 FL11496 HD/Tension Tie HTT16 FL821-R1 2. WINDOWS HD/Tension Tie HTT22 FL821-R1 HUS410 A. SINGLE HUNG Fla. Extruders (Milestone) Milestone Series 1000 SH Std -Sill FL9262-R2 +45.01-45.0 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) FE5709/5710/571'1/5712/5713/5714/5718 FE5700/5701 /5702/5703/5704/5705/5717 FL3136-R3 N/A E. OTHER I -Joist Hanger THF FL815-R1 LGT2 FL11470 Light Girder Tiedown LUGT2 FL817-R1 LSSU210-2 FL10447 3. PANEL WALL FL816-R1 LSSU28 FL10447 Slopable/Skewable Hanger A. SIDING Alside Coventry Vinyl Siding FL12103 +86.5/-86.5 psf B. SOFFITS Kaycan Ltd. 12"/16" Vented Soffit FL12199 t70.0l-70.0 psf C. OTH ER Strap Tie LSTA30 FL816-R1 LSTA36 FL10852 Strap Tie LSTA36 FL816-R1 LTS12 FL10456 4. ROOFING PRODUCTS FL820-R2 LTS16 FL10456 Twist Strap 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 FL10456 Twist Strap LTVV20 FL820-R2 C. ROOFING FASTENERS Tension Tie LTS19 FL822-R1 LTT20B D. ROOF VENTILATORS Southeastern Metal Weather Vent FL11024 N/A Joist Hanger JUS26 Florida Metal Products, Inc Vent RVI 0 FL2075-R4 N/A E. ROOFING TILES MBHA3.56/11.88 FL10866 Masonry Beam Hanger NFM35X1178U F. ROOF TILE ADHESIVE FL11473 Embedded Truss Anchor HTA24-18 FL859-R1 G. OTHER Medium Girder Tiedown MUGT-15 FL11910 MST48 FL10852 Strap Tie KST248 FL822-R1 MST60 FL10852 5. SHUTTERS FL822-R1 MSTAM36 FL11473 Strap Tie for Masonry A. STORM PANELS Metal Tech, Inc Galvanized Steel Storm Panels FL722-R2 +103.0/-103.0 psf FL820-R2 MTS16 Alufab Galvanized Steel Storm Panels FL4804-R2 +104.0/-104.0 psf MTS18 FL10456 Twist Strap MTVV18 FL820-R2 MTS20 6_ STRUCTURAL MTVV20 FL820-R2 MTS30 FL10456 Twist Strap COMPONENTS FL820-R2 Tension Tie A. WOOD CONNECTORS/ Simpson Strong -Tie FL11476 see chart TA51 FL816-R1 ANCHORS O USP Structural Conn. Stud Plate Tie c wee chart FL817-R1 B. TRUSS PLATES MiTek Industries, Inc. Truss Plates FL2,197-R3 N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644-R2 N/A Face Mount Joist Hanger Boise Eng. Wood Prod. V/ood I -Joists ALLJOIST FL1645-R2 NIA D. MATERIAL FECP Corp. (Cast -Crete) High Strength Concrete Lintels FL158-R3 N/A Wekiwa CP Pre -cast and Pre -Stressed Lintels FL14.18-R2 N/A Lott's CP Lintel FL12045 N/A Commercial CP Precast & Prestressed Engineered Conic. Lintels FL1774-R2 N/A 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 these products, the following information must be available to the inspector on the jobsitel 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE Simpson & USP Cross over Chart with Product Approval Numbers Florida Simpson Produc Number A34 Florida Product Approval Number FL10446 Product Description Framing Anchor USP Product Number MP34 Florida Product Approval Number FL822-R1 ABU44 FL10849 Adjustable Post Base PAU44 FL569-R3 CS22 FL10852 Coil Strap Tie RS300 FL822-R1 H3 FL10456 Hurricane Tie n h ave 3- 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 12' - 6" vented 16' HSUR/L410 FL10655 Heavy Skewed U Hanger quudmply 4 inch Solid Sattit 1'L' • U" HTS16 FL10456 Heavy Truss Strap HTVV16 FL820-R2 HTS20 FL10456 Heavy Truss Strap HTVV20 FL820-R2 HTT16 FL11496 HD/Tension Tie HTT16 FL821-R1 HTT22 FL11496 HD/Tension Tie HTT22 FL821-R1 HUS410 FL10531 Joist Hanger HUS410 FL821-R1 HUS412 FL10531 Joist Hanger HUS412 FL821-R1 HUSC410 FL10655 Joist Hanger HUSC412 FL10655 Joist Hanger ITT FL10667 TF I -Joist Hanger THO FL815-R1 IST 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 J 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 LTVV12 FL820-R2 LTS16 FL10456 Twist Strap LTVV16 FL820-R2 LTS18 FL10456 Twist Strap LTVV18 FL820-R2 LTS20 FL10456 Twist Strap LTVV20 FL820-R2 LTT19 FL11496 Tension Tie LTS19 FL822-R1 LTT20B FL11496 Tension Tie LTS20B FL822-R1 LUS26 FL10655 Joist Hanger JUS26 FL821-R1 LUS414 FL10655 Joist Hanger JUS414 FL821-R1 MBHA3.56/11.88 FL10866 Masonry Beam Hanger NFM35X1178U FL578-R2 META22 FL11473 Embedded Truss Anchor HTA24-18 FL859-R1 MGT FL11470 Medium Girder Tiedown MUGT-15 FL11910 MST48 FL10852 Strap Tie KST248 FL822-R1 MST60 FL10852 Strap Tie KST260 FL822-R1 MSTAM36 FL11473 Strap Tie for Masonry MTS12 FL10456 Twist Strap MTV1/12 FL820-R2 MTS16 FL10456 Twist Strap MTVV16 FL820-R2 MTS18 FL10456 Twist Strap MTVV18 FL820-R2 MTS20 FL10456 Twist Strap MTVV20 FL820-R2 MTS30 FL10456 Twist Strap MTVV30 FL820-R2 Tension Tie MTS27B FL822-R1 PA51 FL11476 Foundation Strap TA51 FL816-R1 SPI 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 ITiten Anchor %ll 646-3747 --- 0arc�71 HR Engingering, Inc. 1418 E. Market St.,. Shite B York, PA 17'403 21 January 2009 Nick Thurnpsun,.Produc:t,Ylana;:er- alining k Nll'tala Associatud vlatetials, LLC 377:3 State Road C uy'shoIla F,- list Ohio 44»3 RE: F}orfda Evaluation, Coventry Vinyl Situ,), FBC 2007 Deal- Mr. ThGmpsutl; - Tito following Associated Tylakerialss' vinyl siditrg, product; Coventry has been IeSteit arid aria}y-ycd in LorlfognafiUe with Ab'1'A1 U 3679-05as required by florid+ Iduildulg Code 4007 pamoIviphs 1,104.9 and 1405,13, Plus Florida ReSide-nlrhl Code 2l prraglaph 10311 Structural testing to A71•i11 1) 5204, asrequired by AS'1'Nl D 3679, was alone at Architectural Testing, Inc,. and is reported in 77945.0-t-109-40 and ,82537.0.1-109-40. "I'Q5ting, W,15 done, for Aside, Inc., which is uwrfed by Ara.ociated Nlawrials, LLC tovtttfy vuly{ s-icpJg is Produced lirS configaratus", Double a", Uuubte S" 9rlichl_a7.. Diamble 4", Double 4" Dutchlap, and Triple 3"; all, wills K 04ckiwss of 0042" A strengthr.]une, feature (2f dais produce its that it ha's'a "rolled edgp nail ham", vrhiclr forrii> a double thl-knessat the- Jail Earn edgu. x I havr ,'11grfunlIed a colnbniatron of ranonail ,find crunaparative a1laJyst s ort t}iis product, r " ltihich lneludcs: the fnulrinluTy rciltirent g(3 4f Anne% in ASTM D 3679 InslalldGidO 1nast tie over 5/3" ntinnnuin nailabte sheathing or I✓z" mininnuni I.)lywood. hlstallaflari Yasien tenst bcroofing nails wi li 3S" diarn(Aer head 11.8' tiumetershank , and it ttlinivi tf_ni 1cal"'Ih of 1-5/u". 'Ute aL)Pvf,able deyigri wind plessuros for all 5 cbnft�vitraucrn including C3ouble ;a",, rJrzu.tilt; a" Dptehlap, Dnlrt.)ln 4"1)Oulrie =!" r=: Dufchtap and-'fl'iple-;;" i1rN ./-.173 psf for 8." stied spacing, +/,115.3 psf for 12" stud Vac!D) rind W,86i.5 psf for 16" stud spacing. .In order to achieve the'Se presaInes, all studs i} iJst ]1 Ne, n t11b 1 ttflenl lard all nails must be in studs. 'Fire above values can be cokupared directly to the required wind loath to Chapter 16 of the Florida Building, Code, L bust that this in€orrnation is sufficient for tha pigioc t nc d3. If there are any s},ue5tt(ons ab.CM [firs report, or if anythingadditional Is required, please advise 'toe, x tiincerely y�jo.,urs;/J Allen N. Reeves, PX. Structural Engineer k �fvrlt,anr S v Florida License No. 13354I.rr C t a ;>: : 01010045 i I i -846.3747 - HR Engineering}. , Inc. 1418 E. Market at„ Suitp kl Yank, PA 17403 Ted f96unm, P.H., 1d ninlsirttror, Flofkla Wlil:rjiny Cade C rruail iota I'tdl3ouiao and r\, sec atca,.Ll.( 925. -4l'' Street, Suite 104 NI[atni Beach, Flo!ida 3.31110 KE: (-'e Ttifii!atiuu of Ind0penrdcrhr:e Dear blr Berman; 26 Installing soffit and fascia Please note: Although vinyl soffit's are manufactured with the sante exaclirg standards as all vinyl products; UV Inhibitors are not added to the vinyl formulation as soffits are not exposed to direct sunlight. For this reason, vertical or horizontal installation of soffits an walls is not recommended and cannot be 9uaranloud, Installing trim - Option A When fascia is applied without exposed nailing. Willi open eave: Secure F -channel to the exterior of the fascia with the top leg resting against the bottom of the hoard. Secure F -channel on wall, level with the F -channel on the fascia. With closed cave: Use a J -chancel in place of ([in F -channel at lee wall Secure all channels every 12" on center, in center of nail slots. Installing trim - Option B When soffit only Is applied, or when fascia panel Is secured to underside of wood fascia. With open eave: Secure 1 --channel to the wall and to the inside of the fascia board, level with each other. Cut out back of channel to fitaround rafters, if needed. With closed cave: Substitute J -channels for the F -channels. Secure all channels in the center of Ole nail slots, 12" cn center. Installing soffit 1. Measure the distance between the inside of the inside and outside trines. Allow 114" per side for expansion and cul the panels to length. Insert panels into trims. For caves evet 18" in width, you will need to install intennediato nailing supports to keep the soffit from sagging. 2. Interlock anch as you vertical string Closed soffit can be secured P Y 9 every 12" on center. J. When fascia panel is not being applied, use an F -channel or )-channel at corners of the overhang to properly finish the installation. 4. When soffits meet at a corner, the Joint can either be diagonal (mitered) or square (both illustrated). Both methods are made with J -channel or H -channel. a r6n m fa via V y ,•' � t<na.'u'tEl . ..,.- L Option A ( J dlarSiCl I` r L. chvn;l gall''. . Option B - �- Diagonal trim use 1' u Straight trim use Jihanlwd5 H-cflagYvJ r r KAYEA N" ICC -ES Evaluation Report ESR -1495 Reissued November 1, 2006 This report is subject to ryexamination in two years. www.icc-es.ora 1(800)423-6587 1(562)699-0543 A Subsidiary of the International Code Gouncifv DIVISION: 07 -THERMAL AND MOISTURE PROTECTION Section: 07460- Siding REPORT HOLDER: KAYCAN LTD. ONE MEMORIAL DRIVE RICHFORD, VERMONT 05476 (002) 040-7010 www.kayeati.com EVALUATION SUBJECT: KAYCAN PVC SIDING 1.0 EVALUATION SCOPE Compliance with the following codes: e 2u06 International Building Codd, (IBC) - 2006 International Residential Codoo (IRC) - 1991 Uniform Buil(fing Code'" (UUC) - UOCA° National Building Codo/1999 (BNBC) - 1999 Standard Nuil(l6rg Codee (SBC) Properties evaluated: Extedur veneer + Wind resistance 2.0 USES Kaycan PVC Siding is used as all exterior veneer and as dosure material un the undemido of exterior ruuf eaves (suffils). 3.0 DESCRIP [ION Kaycan PVC Siding Is horizontal end vedical Tap :,iding and soffits nlunufaclurod from rigid polyvinyl chloride (PVC) conforming to Ilio requirmnunls of AS rM D3679. Tho Siding is used as m1 exterior wall covering over solid sheathing and as satil. The siding Two a plain- or wood -grain texture and is available in various culurs with mulching till], colliers, and starter strips. The panels are it minimum of 0.0401rich (1 mrn) tit ICA Lengths ranyu from tU 1012.5 fret (3048 l0 3810 nun). Panels aro funned with on upper edge having nail sluts and a lower edge that trucks into the upper edge of the lower course. The siding is produced In r lferenl profiles as described in Tablu I of this report. 4.0 INSTALLATION 4.1 General: Installation of the siding, including the panels, cumers. Stacie, strips, trim and other accessory items, shall be In accordance with the manufacturers published installaliun instructions, the applicable code Lind this report. In tie event of a conflict bulw•oen the inanufachu ors pulAshud installation instructions and this report, this report shall govcm. A copy of lire manufacturers published installation instructions Shull be on the }obsite at all times during Installation. Solid sheathing and a water-rasislivo barrier shall be provided behind the siding, as required by the applicable code. The allowable wind loads aro as noted in the prescriptive requironwi t5 of the applicable code. See Section 4.2 for applications in excess of lhu prescriptive mquiramenls or v:here are applicable code does not provide prescriptive requirements. 4.2 Wind Rosfslaco: Design wind pressures must be determined in accordance with Chapter 18 of die IBC, SBC, UBC or LINBC or Section 301.2.1.1 of the IRC. In areas whcru the basic wind speed (3 - second gust do not exceed 100 nlph (45 this) 100 miles per hour (36 m/s) (fastest little) under the UBC), and the building height is less than or equal to 40 feet (12 192 mm) in Exposure C areas, installation must comply with the prescriptive requirements of IBC Section 1405.13, BNBC Section 1406.3.3, SBC Section 1403.9 or UBC Section 1405, as applicable. In jurisdictions enforcing the IRC, installation much comply with the prescriptive requirements of IRC Section R703.4 for auras whore hill basic wind spoud (3 -second gust) is less than 110 mph (49 nil/s) in Exposure, B, and does not exceed 90 mph (40 title) In Exposure C or 85 mph (37 alts) In Exposure D. Fur applications in excoss of the prescriptive requimrnonls, the dosign must be in accordance with IRC Section R301.'L.1.1. For applications in excess blithe proscriptive requirement,, the Kaycan PVC Siding has an allowable negative wind load of 70 psf (3352 Pa) [44 psf (2107 Pa) under the UBC) when attached to a code -complying, ruirihnuin 3/,.; inch -thick (10 mm), structural -rated OSB sheathing. The sitting shall be attached with 1 Yi inch -long (36 mm), 3/,; inch -diameter -head (10 corn),'/u inch-diamalar-shank (3 num), cunosiori-resistant fueling nails spaced 6 inched (152 nun) of, curler. Thu structural sheathing and (raining to which the doing is altachod aro outside the stupe of this [spurt. ICC YJi ! r Ra 'rvW'v r fru rar,rsrnriny nesU r 30' Y-rl,e,arr,IDA•s uvt specPcnlly a,i ber::d, ,,vr'ora,Gey lv ba cvnstrrra,! 7 N r 1 r a (Jrl r Df tl fol yo r - ecom, ,u vrtlonl, rr r rl - is,w v,.0 , uY Dy ICC Evoluu('Vn Sc,u,.v, enc-, up us w in plod, lir ro anyJrnding v,'vrAov mrrw m Jos, roar or ar ry any y.m4,r2 ro,esd by rbc spy, r. Copy, Idht tm 2008 Page 1 or 2 Fax 717-646r0355 22 January 3009 In c:onforlininc with Rule 9ff-79.:110, FA C. Criteria tri Ccaiiication of lnrcrende•ee", I offer te tcla._711y Iu a rzgidl,rc I >lutcsf naLQnginear in. the stzus of [gouda lvitka license Intlin}er 03 .54, I work in a. two Gerson consiulling ,struat--oral ty ', r Engineering, 'JI 1vf1}ch 1 acct kir + i Di t butter. ear Jt rine fnnl 'I ' En i0 eirn Inc.' c a g co o. d� .. 6 g, f1 J. 7 - In Illy work pvrfiarning an :mutuarlQn, I Cir.) not ?rave, nor will 1 acquire, a financial int(Ire,t in tiny company-alainifimtiring lir distrihutirrg I)roducts for vthicll tile,re(,.,avis are bCitt; issueif: In wy work perfnuninp, all evalLurtion, t do not have, nor will 1 acquire, a, financkal interest in any other s:utity rovolved in the af)pfuval proces-S of the, inisoluct. ,� I • lis• ' 1 'd• B n dtrl o c .)rr rr iss un's Tac a it;nlents. It I Ht st than t l,r r3 5 f{r�iunt for tkae l Orids. t I ❑ _ d C - l.L .. I I 1 Illcee to any QUOStlons about. Ihis cerrificarlryn of' nrJenae, pr if anything additionat is er<quired, aS;t advise file. Sillcerely Your; NR Engineoljfi , life lWen N, Reaves, I'S`- Chief f nytineer r\N ICI alir (=C_' AnNocinitod Materials, LLC 0410005 Installing soffit and fascia Installing fascia 1. Install an under sill Trim at the top of the fascia board. P F -f 2. Measure distance from the bottom of Ili. r .hannel to the top of the undersill Vim and then subtract 1/4" far clearance. Cut panel to width. c 3. Perfurale lila cul edge using snalrlock punch approxtmately every 8", ensuring the "tabs" face oubward 4. Houk the leg of the fascia panel over the F•channel, and snap un) labs into the undersill trim. It soffit is not being installed, hook the fascia directly over the fascia board. An alternative to snap -lock punch attachment Is to slide the top of the fascia behind metal drip -edge. Overlapping fascia t Overlap fascia by cutting the bottom edge Of the underlaying panel, leaving it 1112" tab to be inserted into overlapping panel. 2.Owih p W21" (half the dislance of the notch). ml8enul uh,r \�_ I , NI ta60fa t et 4, v n'rw114' Wei W, r channot Fascia installation notch Fascia overlapping Capping fascia PROFILE LENGTH To make corner caps, cut a piece of vinyl fascia that is 51/2" long. -- i 10' - 0" 1.Mal k I ev rheal centrL e oil(lie back o(the piece. Double 4 Inch Horizontal Dutch Lap 12'- 6" 2. Cut a 90 section of die bottom flange from the center, leaving a 45 Double 4 inch Horizontal - angle on either side. J : 1J,71s 4 3. Use a hand seanwi or metal straightedge to fold fascia piece 5QPrVA(lunch t k x' a jJfa; i vIHvst+I ._.f along vertical centerline to make a right-angled Corner. n h ave 3- Pt h 4. Using a snap -lock punch, make tabs just below the top edge of the Nawpart sal z y wj ip Ocean Park B -I corner cap, making sure that tabs �1Pt � Ocean Park Cove ltrdy5 "" a J face outward. Install corner cap by Platinum Series U-4 Double 4 fnch Horizuaul 12'. 6" locking the boffom over the existing }t Double 4 inch Horizontal Dutch Lap i s l Plalnwn Softs T-3 F -channel and snapping the top fy w 7 r g r Fascia capping edge into the undersill trim, k? ah fi y � r I y ;Noy A, Sierra ),�,) y'i,y,'t-0•'y �)>hl1 tJfar,➢Y.,.- 12'- 0" T-3 Clas.;ic ``4.,f,1 12.' - U" T-3 Hod -al /KAYCAIV " ESR -1495 I Most Widely Accoptod and rrustod Wind resistance of the soffit panels is outside the scope of tiffs report. 5.0 CONDITIONS OF USE 'flit, Kaycan PVC `tiding described in this repon complies with, or is a suitable alternative to what is specified in, those codes lic(od in Section 1.0 of this report, subject to the fallowing conditions: 5.1 The siding is limited to installations on buildings of Type V -B (IUC),'Type 5B (BNUC), Type VI (SBC), and Typo V -N (UBC) conslrucliun, and to construction perrniticd by the IRC, as applicable. 5.2 The exterior walls shall be braced or she"i to resist racking loads with approved materials in accordance with of the applicable code. 5.3 The siding shall be installed only on exterior walls over solid sheelhiny capable of resisting dosign wind prossuros both positive and negative. The sheathing shall bu cuvered with a water-rusislivu barrier, as required by the opplicalule code. Page 2 of 2 5.4 The aiding is manufactured in Ri chford, Vermont, under a quality control program with inspections by Architectural Testing Inc. (AA -676). 6.0 EVIDENCE SUBMITTED 6.1 Manufacturer's publish(;(] Installation hichocticns. 6.2 Data in accordance with the ICC -ES Evaluation Guideline for Vinyl Siding (AC37), dated October 2006. 6.3 Quality documentation in accurdance Willi the Acceptance Criteria for Quality Uocumentation (AC10). 7.0 IDENTIFICATION The Kaycan PVC Siding described in this report shall ba idantificd by a stamp bearing life Kaycan Ltd. name and/or tradunlark, the product type, the statement "Contours to ASTM speclficatmh D 3679," the slalernent"Conforms to UBC Standard 142", the name of the inspection agency (Architectural Testing. Inc.). and the evaluation report number (ESR- 1495). TABLE 1-KAYCAN PVC SIDING MODEL PROFILE LENGTH Board & Batten Siuglu 7 inch Vertical 10' - 0" DA Avami Double 4 Inch Horizontal Dutch Lap 12'- 6" D-4 Marquis Double 4 inch Horizontal 12'- 6" D-5 cont -a Double 51-h Horizontal 12' • U" Elegance Docblo 5 inch Horizontal Dulch Lep Lw Anedan &uinaryReglonat Off,.o + 5360 Wv,kman Mill Ruad + Whitdcr, CA W601 -D.5 D-5 Vertical Double 5 Ind) Vc lwl .ED Lew' AQui Uouble 45 Inch Horizontal 12' - o" Nawpart Single 0, inch Horizontal O Ocean Park B -I Ovuble 4.5 inch Horizontal � Ocean Park Cove Double 4.5Ind) Hod-rul 12'- 0" Platinum Series U-4 Double 4 fnch Horizuaul 12'. 6" Platinum Series D-1 Dutch Lep Double 4 inch Horizontal Dutch Lap U_ 0 Plalnwn Softs T-3 Triple 31nch Hu,irz rtal 12' -U" Prov, Uoublo 4.5 indi Hvricwdal 12'. 0" Sierra 0 -bra 4.5 tlaravntal 12'- 0" T-3 Clas.;ic Triple 3 inch Horizontal Dutch Lap 12.' - U" T-3 Hod -al Tripla 3 inch Horizontal 12' - U" Vented 8" Duublc 4 inch Pcrfv@tad 5oltit 12'- 0" Vented 10" Double 5 i ­h Peduralcd Soffit 12' • 0" Solid 1U" Double 5 inch Solid Soirm 12' - 0' C - l" Vented 12•ISolid 12" Triple 4 inch Partially Pedoratud Soffit 12' - 6" vented 16' quadruply 4 inch Peri -full Somt 1Z' • e' Solid 10' quudmply 4 inch Solid Sattit 1'L' • U" a N 7 N ICC EVALUATION SERVICE, INC. > 0 g Evaluut • Inform - Protea L Lw Anedan &uinaryReglonat Off,.o + 5360 Wv,kman Mill Ruad + Whitdcr, CA W601 .ED o a� O c, O 0 � � CU ® U_ 0 .� evaluations are issued. O (2) ICC Evaluation Service, Inc., is not owned, operated or controlled by any company C!a �C E Z W J SHEET N0, PA 1.0 7 ICC EVALUATION SERVICE, INC. Evaluut • Inform - Protea Lw Anedan &uinaryReglonat Off,.o + 5360 Wv,kman Mill Ruad + Whitdcr, CA W601 (562) 699-0543 phone • (562) 693.469.4 fax - Certification of Independence for Evaluation ICC Evaluation Service, Inc. (1) ICC Evaluation Service, Inc-, does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing of distributing products for which evaluations are issued. (2) ICC Evaluation Service, Inc., is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. (3) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial interest in any IM company manufacturing or distributing products for which reports are being issued. (4) ICC Evaluation Service, Inc., does not have, nor wilt acquire, a financial interest in any o other entity involved in the approval process of the product. 0 44 J9. Nosse - President ICC Evaluation Service, Inc. II 0 o L_ () M M 0 W < 2 Bnnna„Rs[.,a•1 unit, 33-o W,v3maa Mut 0..64. `>/M1 arc,, c Ar, .1MI • (562) 699,)51) ww,v.iCG-n.are Ru[' -a urn, + 700 W,neaan R-1 4,.,,e .i, Bum,+yham. Alabami 15213 u (2031 3994800 Z .Y' �'l Rrdonal a5mec • tO3r War rla.nnca.w R.,•a, C, vrrs Clnl, R Ili lllm,•,c x17) • Mar 799.2303 J SHEET N0, PA 1.0 . - , , �I �� ,�. ", I .... s� "Ji- - JAI --a-- �-"i '�-, - ae , - ,. I J 1 - 11, . h � - ir. - j -,��, " I --on,"'a, ; a."o'c- I I 61o.it�a,ls,,e _,"", "" I 51coal-, I ,,L_,��,�,gj,x,!�,i,�� P­rhai App, croal il,lo I Dodiva P. .o.an I: NIA L-fi-tioul Rejoeurt, .11. "Peo-, ird -y- "Hounal U"o li'lit,itlIall, lustoWlibul I1vtrULUUlrS and Created by Indoplundont Third Putty: Yes :1 "Zabct�`eLllnoal ;' - —­` 1 ' ­`tatlqkIe_­1­n � LWatoseeil E,� t, Appk,,tki, D,mal IFL ____ It. Distinction Series UP to J 0 x 6 I a QpUiIUQ Fiberglass glur;h' Los r with SIdelite Pr FLGIU4-RI IAP,,IkV,�1i,QS, Type Revision , ,:a hi I - 2007 Applilall- Slald, Approved Cda:�llduts 1 Of_ Soo INS r CLO4.2 for Design Pressure Ratings, any FICII04 Rt AP EVAL-6104,2aidil al An: v.d P 3 P' OLI Moluacturer plastpr. Inc. / Nany, Pla5tic" Corp. Add, d,d/Vhdu,,/E,n all 52OU Vii CENTURY BLVD, (Xu a r OX) Th - Sidelite Glazing 1115kollcd Utilizing the Lip LOS ANGELES, CA 9JO45 ------- Llte Screw From,. (440) 969_S773 Ext 16 ApplUv.d I., ... In, HVHZ: tic RL 1-8 11 -Ju nnQi:OmiafldPIa,.tP,o ... d -un Authorized SIU,,,t.,. Ron O'Connell Other: Sao INS r 6184.� for Design PI Q',' ,into Ratings, any FL6184 it _,AE EVAL_ ,4.3,pdf tbj�___ rvnOLunndlI,ppld,tFrdird.i;Qm rachaleal Representative V -wing No. F �CIU4.� rarjandlug sidelite notoWdun-) Addr uSt Phoule/Ernall 6184.4 QiJality Atsolemoo, Representative Lip Lite SOO. Home. Address/PhollovEnnall — __ Category Exterior C-5 Subcategory -naling Ext,ijor 0-AII-lidia, Compliance Method Evaluation Report fir I'll I Florida Registered Architect Or I 1-111114od Other: So. INST 6164.4 for Design Pressure Ratings, any FL5IQtj_ RI AE UALG_1�84,1 il Florida PvuessiQual L.1ine"'I I Pt product PaIllculd's. (� 'erical Note 3 sheet I of 'So " iT Evaluation Report - Ilardcopy Received F orld. Engineer Or Allirtoot Nallid, .hQ duOdloped Lylld,r F. Solunicit III. Evaluation Report quality Ac5ural­ Contract Expiration Date Florida License P17 -4J409 12da�ity Assurance Entity National Accreditation and MalAile'llout Institute Quality Assurance Contract Expiration Date 12/"/2012 va lida led By Ryan 1. King, P.E. S-daud year - lvt� Validation Ch-cl,H51, - Haldcopy Received C.OLLICIL. afh,dopurifivirx, Fl­tilU .1SA CCU 'FRI OF IN1kLELLUtK1 ,�, pg Referenced titdrdo,cl and Year (If StUndard) jitand-ol A'37M E I 3UO 2004 ludE rAS 202 1994 1111�-S- l 199/ y-st, ' I 11 � 2/NA FS 2UU2 S ' lulas-, 1997 AS [M EIOOG/ 61 996 2002 TAS 202 IU94 AS TM E330 2OU2 56/ " I-- "" C' 7PA B.- ' ' V �' � "' C' I" ""S " " " " I ' " L� ' " � �j �GRST PAS 2U1, 21)2, 2Uj 1994 E I UlValcate, of Product Standards IA5 203 1 994 Certified By . ---. ma Li it..fUe. Installation Section, front the Code Approved for unina in HVHz: No FL5_67,�_R.2 11 IQLEG-B,�Rvlil Product Approval Method Mothad I Option D Date Submitted 10/033/2006 Do te Ve Ild,ted 10/uLi/duou Date Pendin ' F5C Approval 10/t9/2003 Do te ALP loved 12/10/2008 �j-_I'uu._�Y_21` Proni-ta 1� � I -_ F11,d'1�1,,_NUm1usr'm­ Name, D..-iptl.n _ __ _ _ �__ __��m S .... �,_', ., _­__.__ . _____ __ — __ ___ ___ "�,UT P "Oho, Do to TO ' 6' 0 Opaque Single (X) flowing or Outawltig 6: � I __ Fbcigld�l Door ,--.--.--,. . __ —.----- U Oult. of Us. 111.1tollatica, Iluslumeti.n. Appa-d too, cOaa It, HVIIZ: No E0_I_la_Lk_LTI_N 5..1 Glut I_pdf AV Proved to,- .a. ciallesid. RVHZ: Yes Venfird By: Lyndon F. S1111111d _ I, P.E. 4340g 1 ... react Rx:sh.t.rt: Yes Created by IrdQpQnddnt Third Party; Yes Dodiva P. .o.an I: NIA L-fi-tioul Rejoeurt, U lb- Soo INGIP 6184.1 for Design Ptessurra Ratings, any rL5 I i I AL 5 Al r a ,iaci.L_Lf ird -y- "Hounal U"o li'lit,itlIall, lustoWlibul I1vtrULUUlrS and Created by Indoplundont Third Putty: Yes Product particular,. ______ __ ___ —P===— 6164.2 ____ It. Distinction Series UP to J 0 x 6 I a QpUiIUQ Fiberglass glur;h' Los r with SIdelite ­_ VO 0, OX) The Siddlite Glazing Inot'lled Utilizing tile Snap I — Fiat I I.. __ -_ Lhir it. of U,. Aptallved for use in HVHZ: NO =111�,Nlltilr i't"7111711t,im, I "I Appt.v.d four ... onotiside Jul Yes Verned BY: Lyndon F. Schmidt, P.E. 43409 ..P.,t Rcesi.taint: Yes Created by Independent Third Party: Yes O -esitin P- I-, .: N/A Evaluation Repoirus Of_ Soo INS r CLO4.2 for Design Pressure Ratings, any FICII04 Rt AP EVAL-6104,2aidil addill0twul use linhUtlari InAdilatr011 1115ULLIJam; and Cleated by Indapeng-t Third Patty: Yes product particulars. It 'See General Note 3 sheet I of Drawing No. FL -6 184.2 ragOnfing sidelite protection. -) _ — - ____ 6IU4.3 � I, Ulothiction �;dtd, Up to J'o x 6'a UipaqUo Fiberglass Single Dog, With Sidefite 51dolitea (QXXC) The Sidolle, uldi Installed Utilizing tile (Xu a r OX) Th - Sidelite Glazing 1115kollcd Utilizing the Lip — - ------- Llte Screw From,. ---------- - on Limits f Do. 1-toillerti.a. I-I'metic-at ApplUv.d I., ... In, HVHZ: tic RL 1-8 11 -Ju -6 App—ol fear- or.. outside "Viliz: Yes Verified By: Lynddn F. t;clurldt, `.�. 43409 Impact Rxishordant: Yes Created by independent Third Party: Yes Being, Pro .U- N/p, ' in Evaluation R.pmrt. Other: Sao INS r 6184.� for Design PI Q',' ,into Ratings, any FL6184 it _,AE EVAL_ ,4.3,pdf tbj�___ _ achfitict u -,e litultotiono, In'tollation Instructions and Created by ludepondent Third Pat ty: Yes produ It particulars. (­SQca General Note 3 shoet I of V -wing No. F �CIU4.� rarjandlug sidelite notoWdun-) _ — __ --- _ - 6184.4 r,w7_______ ------- d. Distinction Series UP to 3 U X Cd Opaque Fiberglass Single DO., will, Lip Lite SOO. Home. � '!I'll "' (OXO) File S[dQllte Gazing lr�t,flled JtlI)4IIlU tile — __ _ Shop Fla ... ... -------.----- Li ... it. Of Use Innit.f.tient Itult-ti ... Approved for 1- ill NVUZ: No FLGIU4_W IN5ILr_,1LkL4.pdf Approved (or uses ourbi IIVIIZ: Yes _.It Verified BY: Lyndon F. 51hrinict, P.E. 43409 lrap-t Re.i. n lo till Yes Unded by Independi;mThbill Piny: Yes Design , do Pre sure: N/A Evaluation Report. Other: So. INST 6164.4 for Design Pressure Ratings, any FL5IQtj_ RI AE UALG_1�84,1 il additional Use I I ... Ratio-, m5t.11ILlon instructions 11 d C1-tQd by Independent Third Party: Yes I Pt product PaIllculd's. (� 'erical Note 3 sheet I of 'So " U Drawing LJ., FL -6184A regarding -sludirto protectict r— l! ; I ; a. Distinction 5UIUS UP to 3 0 X tog Opaque Fiberglass Single Over with quality Ac5ural­ Contract Expiration Date SideiltQ; (OXU) [no Siddirts Glazing Imi UNIkung tile - - ___ - LIP Lie Screw Frame. — Limits mf Use - I Ireardilhotio - - ot; ". ' ltu� At' p'.e-,l for oraw in, llvliz: N. FLGIIPI R!" ` I ST Giu-1.5.26f ve Apple d four use outuild. IVgNZ: Ye� - - velirled By; LI 11,111, F, SChrlidt, P.E. 43409 Y 1 mp-t R-i.tomt; Yes C, doled by I udi,pollificult third Party: Yes D-19- Plassarturt: H/A Evaluation lt,po,w 0 her; See HP, Y ST 61 34.5 for Design Pres5tiro thn ' air - -0-1 AF-EVAL 6184_5,p f FLO LL `hti ad, ..a, Use limitations, 1115tolldtion rotc,21111. ,,g,5d 5 _RI Created LY Independent Ithird Party: Yes or dt � odu Pall I* ISO. General Note 3 sho. I O .t r Drawing No. FL -6 104 5 regarding sidette protdctloll� -) OdFildcrilass .... v"' ""' ­_ A,,11cation Status I C1164.6 " f. Di5tirictivil Se'ret, Up to i X G'S Opaque Double (XX) fins.ung or Odtawj.g �Plll,,Li,n Code Version Door .---.—. Li ... it. of it),. Installation Inst ... if... Aprateved to'- "I 11 UVIIZ: No FL61134 RI 11 JrC,J-_� �8-1.6. of - App- - __�_ _ "ad feal Inal cultosido IIVHZ: Yes Vdlifloj 6Y. LYrd.0 F, Schmidt, P.E. 4J409 Implicit Redoilltaint: Yes CIVUL-d UY IbLh,P-rdIbt Thild Party: Yes Dea!ali P, ...... ; N/A Evaluation R.p.,t. Ott'"; Sea INSr 61g4.6 for Design Pritticuto Ratings, any Fj�jt,l RI additional uIe rultotiers, d3P Nation Imitructign. _AC__EyaL_Qj3,4,6,,,c .. , and Created by Indopement Third Party; Yes product particulars. :----- _____________,___________ motion ScriO5 Up to 6'V X 6,8 Opaque Fiberglass bubble Door ",Lt. =_ 51dolitea (QXXC) The Sidolle, uldi Installed Utilizing tile trame. .,.-- __Jnap _ IT .it. of use rr,tall __ — - — __ __ " Approved for mna in HVHZ: No ML,6,L;'TB�,1, Tua,t,,g",cIiU.­.,d, "' App -.v all fialmusenatside HINZ: Yes VOlified by: Lyndon F. idn"Idt, It 43409 r.,p..t Riedistant, Yes created by Independent Third Party: Yes D-19. Pressm- H/A Eva Potation Riep.,t. Other: Sit,a Ingr �184.7 for Ue�urr Pressure Ratings, any FL61U IVAL -4.7.Odf - g_&1AE 51. ,O P, additional - iimit,tivns, installation instructions and ',-.led by findere.d.lit Third Party: Yes Product partici, In"' intial (� General Note 3 11hoot I of Drawing No. FL -6184.7 regarding sidelite protection-) — __ — - — 6164 6 .. ___- �— ­ --"-- h. Distlilotid., 5erl" till to G'O . 6'8 Opaque Fiberglass Double D ... with lt-------------,,-----,-.----------. Othle: Sce INST BB38.3 for Design PrendsUra 114611ils, any FLQ920 R1 AE EQ 4�_o :LL 00 ;' S cellos (O'XXO) The Siddilte Clandirg Installed Utilizing the -----. Lip Lite SOO. Home. Li units, of Usat A tnsstnll�at n instruction. for it, ppruvcd HVHZ; No - 6 1 ILI _A�_T 181 8 our n:,u L_____ Approved for to outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Ycr, Crooted by Independent Third Party; Yes b-ium lo-e-mroz N/A Evaluation ke,ort� Ott,-'; See IN ' -r 6184.8 for Design Pressure Ratings, any FL6164 R! AE EVAL 6V3_11-1-ildf . add illqnal Use TurdtUtRus, Installation I-stloctlons and Created by Independent Third Patty: Yes land. So viaduct pit i I_ 'a Geller,] Noto 3 Ilbeet .1 It Drawing NO. Fl rego,dind ,ldelite ,urte,tion, I) I �� E41 E1_AAdn­-1,u NN pq � �" � J1 L,,- J f� , dr, .11 � for E it �� __ - 41I � r -1 ", — I� � . Ini- 9 Ili , , " �, 1- i ­ tr"",M ;1P E, IO.- al 9 ' _.... "'S P- I Los L I i co.� loloolb- 1 nor Polki � .� - . - 1,111f I Zr W I y"Dnale-Mm Icanae-MIK411mal I 'L'11�11ro­ I bULI&I-2 I P,bo:­rc, I 'ei I --o"'Ill, 1 ,14 1 5 -ch 1 I � "Oublet Apploval . B'Cri P"'Ic - I ,_, " "" "" ,U Eo'e""" , ol , 11"-rca 'A :, """"' " - � ...... too "", IFIE g FL8833-RI Application Type Rai,Fv.n .... v"' ""' 2007 A,,11cation Status I App ... ed C urments �Plll,,Li,n Code Version A'didi,od M Product Manufacturer Therma-ri-Ir corporation Add-o/Plivilei Ila Industrial 1),i, - Impact Resistant; tic Created by Independent Third Party: Yes � Edgerton, CH 43517 Other: See INST 883U.2 for Design Pre' ,sure Rating-,, any f14338 ki A EQ.Ell,l-mi (419) 290-1740 P rodu _339 Particulars. (Note - A5TM E13UQ-02 utilized for Cleated by Independent Third Party: Yes aJdvPdreQUj�ttbechnoIdgjes.d5 Iletholilod 5,1911atire Steve Ja5person Edgerton, OH 43517 �jd5pQrs,u,gqtteojlrdj.gjQ5.us To chnical Repre-tative _ c.liffigoirations up to 8 . 0 1. height) AddreIs/Phout/Ernall Apin .vad to, use in HVHZ: Yes FL8B is R1 1_NINFT 08_38.t l Apprely d fill Quality A5,ifiranCe Representative Resistant; tic Created 'BY Independent filial Party: Yes Design Address/Phonai Othle: Sce INST BB38.3 for Design PrendsUra 114611ils, any FLQ920 R1 AE EQ 4�_o :LL 00 C, loudly Extelid, Doors Subcategory swinging Exterior Door Ad.cmblid. Compliance method Evaluation Report from a Florida Registered Arthilhoct or 4 Licensed Compliance Method Florida Ploleo,lored! Engineer __ - ___L 2 Evaluation Report � HdrddQPY Received Florida Engine., or AnhiLdet Name .It. developed Wendell W. Haney the Evaluation Report Approved 1, I -1. outside "VIIZ: Yes Verified BY: WC11dehW. Hardy, P.E. s4158 ? Florida License FE -54156 Quality Assurance Entity National Accreditation and Management Institute quality Ac5ural­ Contract Expiration Date 12/31/2QII Validated By L.F. Schmidt, P.E. Fer�da Lican. X Validation Checklist - Hard,opy Received 1.nific,t. or indep,nd,ace FLU,,�.- BI_&.Q ""cif Refurenced Standard and Year (of Standard) S-daud year _ led By Vold, Accepted En 'Jill ,drIng Practice 2007 Gary Pf­hJeL,gdf - AS III EIJUQ 20UZ Certificate of Independence A'37M E I 3UO 2004 Reficurenn.col Standard andYear (ol'Starl rAS 202 1994 EqUIVdIence of Product Standards y-st, I C "Llfied by lulas-, 1997 SEdd-111 Iron, ill. Code TAS 202 IU94 Product Approval Method Method 1 Option D Data Sub,nitted Or,/24/2008 Date Validated 0//12/2008 Data Pe rifing FBC Approviii 0711812006 Date Approved 09/15/2,)Qo ��­E2LY of FL -dol — FL * , __ — _W.d;b Number or Nmrdr D ... Option __ ----------------,-,---- a 830.1--- E __ a. "FiblerClasslo' / '51roodlStar,, Outswing Insulated Opaque FlIberglaSs Doors with and I 4 without Bubbles - K Xca 01 OX, OXU, XX and QXXQ - configurations up to liqi) Ili height) ____ , - Linuitu or �-_. Installation Inattrin'than. __ -__ Appir-ol for ... in HVHZ: Yes FL RI ILIN�ST 8838 1 pdf -111Q-0 Apple. d fur ... outside — to 11vtfz: Yes Verified by: Wendell W. Haney, p.E. 541 58 InIP-t Resistant: To Croats, by Irdop..d.rt third Party: Y­ Doldfln P, .... 1.9 N/A E vnica,tholl R'Pea too Onto'; ,Soo INS r .330.1. [of DcIigll PT-uld Ratkvjs, oily a1JILRI A� EQ-Ee4-00 04.pgf additional Soo hmitjLidu�, luttallatiurn 111,tractiva-uld h1cU_8LA1_L,L_kY&_=&jL-h_qf product particular_ (Note - ASLM E130U.L)2� utilized for Created by Indopendent Thlrd Party: Yes areas InSIde the HVHZ) — ______ — �838.2 - - C. "FiberCl,­d�- / -SulIoLbStor, Inswinig LuIulated Opaque Fiberglass DO ... w,th­and____] �Plll,,Li,n Code Version " witiout Sidelines - (X, XO or OR, OX0, XX and OXXo Status turfiguirdtion' up to 6O8 in height) ______ _ Limits of U.- Installation Instructions ______� App ... e'! for use In HVHZ: Yes App loved f ..... .. t.joh. NVNZ: Yes ����,. .1. Impact Resistant; tic Created by Independent Third Party: Yes � Design Pulnumle: N/A Evaluation R,ports Other: See INST 883U.2 for Design Pre' ,sure Rating-,, any f14338 ki A EQ.Ell,l-mi �l .cloth 0 ,let be. 111111tati-Iia, Installation 1111tillotion, ,rid Lidtl RI ALI� �SW 3 pdf P rodu _339 Particulars. (Note - A5TM E13UQ-02 utilized for Cleated by Independent Third Party: Yes aniescit I .-I do the HVHZ) � � 7�7�imZm — - __ __ ! !�:� � 3 --------------- .' Sarrootht;U" Outowdrig Insulated Opaque Fjbinijlac� Doors vilth and Edgerton, OH 43517 without Sidelfixr, - (X, X0 OF QX, OXO, XX and OXXO — ... _ c.liffigoirations up to 8 . 0 1. height) Limit. of Use __ Installation, 1-firmeticul. Apin .vad to, use in HVHZ: Yes FL8B is R1 1_NINFT 08_38.t l Apprely d fill -use cu.t.id. HVHZ: Yes Verified BY: Wendell W. Haney, P.E. 54158 Impact Resistant; tic Created 'BY Independent filial Party: Yes Design Ploslulto N/A Evaluation Reports Othle: Sce INST BB38.3 for Design PrendsUra 114611ils, any FLQ920 R1 AE EQ 4�_o :LL 00 additional Use lanilat;id,15, lustull,tion "ohUrtit, . _j,l and ELtb3d1J R1. Ag=L U8383�,d 3 ;is product Fortkniars, (Note - AS LM LI 00-02 oil zed fur Created by Independent third Party: Yes areas IlIki tile I VHZ) ____ _ - �� ____ gu�811 ------- d 1l1bQ,CId5sIc' / 'Srjogtj�swr' Inswincl 111' ,ulkltiad Upaquo Fiberglass Doors with and Compliance Method without ,ithifirtes - (X, XO or OX OXO, XX and OXXO __ - ___L -.— ConflarraNgm, up to 6,0 11, height) __ Limit. of Use Installation brust"citicun. Approved for met in HVHZ: Yes FLUU14. RI 11 W�� . I Approved 1, I -1. outside "VIIZ: Yes Verified BY: WC11dehW. Hardy, P.E. s4158 ? I In Pact Reus tant: N. Created by Independent Third Party: Yes Design loms:d­ N/A C -1 --tient Reports Ott' at: 5c� INS F aUJd.4 N, Design Pressure RAtingo, any FL8nsq Ri AE F9 per additional Use limitations, Installation Instruction. and Product Particulars. (Note - ASTM EIJCO-02 utilized for ���M: Yes I, eds Inside to HVHZ) __. ­1LI____ ___ - F -1k] [.�.tfl . �' *'%1N f,�gw - I - .� - - 2r X 7 .. W IN, � I" 't,7 - , ""'-, - " - , "I"'O 11%Vr rk � , �b im �411. I - ;Z 4 11 I il , iN'414 1-5�ffll;u " - 1� a, � I = 11"", I I 4 � nerm-7=10M. I .is Hol"I I I ,Pg O I Lite, rIc,­ I I,., top. I f"b"'t I - rflk�t --rdeve I �'-­ & F,irto 1 loblCol.- I P.0 �Coff I ­, - Is ,,to tt�p I P'ts 1 �_,h i ­_ , , ., t � ,41, , Vrudrlc,t,�Troval - — __ J51 17 ]4�t, _4 2 �11 __ �,___ 1� O'ER: .n. , . I . *) i I I . Z I-'",�C-, �­­ 16 -. E-jwo� , 6cLoc I crusit, , x"is-flob den'll I , Code Vol "" IA', 11 FLIZ441 Type Nevi �Plll,,Li,n Code Version Z007 Status Approved IApplIcation comments p roduct Manufacturer I Aichl�edl Addle's/PhorojErnall 6535 Duke Blvd. 12 Product rlUnUFUcfurQr Thourti Corporation Add, o5c/Phollo/Eme 11 IIL3 InduArial Drive, rn.d5txuFdIdLj�dlQqpdy.­ Edgerton, OH 43517 Scott Hamilton (419) 29L3-1740 5haPnllL,m4cfQpay.ddnN , . 'j-pareenUttLechnolegeti.uns Authorized Signature ViPlall Wright WINDCOUEU V15 Garage Doca rk,k.,U,w1bId1jddn3UtUntsx:um Technical Representative Add-Us/Phand/Ern,jul Addire,s/Pronc/Enjall Category cludlity Asdurance Representative . Addracs/Phone/Emall Compliance Method C, tQgo,y Exterior Doors lubcolegary 5'vi-ghing Exterior Do., &S-1,1[do Compliance Method Evaluation Raputt front a Florida lit,ugistoned Architect or a Liceulted Scott Hamilton Florida P,.roldidual Erg[rao, recruited! Representative X Evaluation Report . Hardicopy Received Flo rid. Engineer Or AlOnItect Nalre wic developed Lyndon F. Sol .... ot, P.E. the Evaluation Repo,t ..�ity I� ity Aa5urdnco Contract Expiration UaLQ Fer�da Lican. FE -43409 que Assurance Entity Notiludl Accreditation and Marlagelfient Institute .Ulad�,ty y As-ur,ince C-antlaCt Expiration Lot. 12/31/21U11 _ led By Vold, Ryan 1. Kind, P.E. Gary Pf­hJeL,gdf - a X Volidation, Cholklikit - thnd,opy Received Certificate of Independence &U�LL1_R_11_1L1-TE OF IN- ENDENCIE,pul a__-- Reficurenn.col Standard andYear (ol'Starl Standard 5t-dwA Y. -L y-st, ANSI10ASMA Icia 2uU2 lulas-, 1997 ASTM E3JQ 2002 TAS 202 IU94 Equiveleate, ofP,Iduct Standards Certified By Section' . fican the Code I ,,, I 11 44givoij it I ,1� ! � � � 1 ,�i i "i- TZ� Z, I =1, ; " , "", : I r "! 1�1-11117_ 11- i 1`11 - __ I 1.12 4.� Nwal 10--, .."i ,it -I T,59Y - - I IIf ff T "I --- to I I" ` � � ",_, i; , I - , , I . c V. �, " ii , , - f - -I"' 1 11 I ", a I Ili I 11,41 -, 005ir-­ I Loo a ! ­'F­­�­ I to,- i -IM11,11-11 ,- "r "y' " ,, , gicls �ef 2,1. B, ,I ." , �;i�namm ?,� ,,, I"U'-rd,cloo I . : �1. Ar'no ,� "w"r j ,��, I �,,, . L� 1 I-rh I Approval I ." � 4RS;F, GR5T, 611�;F, 2RST, 43, 42, ___ ______ ____._'____._______________ 05m: "li, usor 4)"lliduct - — __ J51 17 ]4�t, _4 2 �11 __ �,___ .1 E-A���--�,,�-Ilk-�,��,,,,I,�,�,;,.,�,!,f""".L�I -ppl�UI-nal i I I FLS(175-P2 Application Type I Revision , Code Vol "" 2007 Application Status I Art, ... ind a CUP .... lents kv.1-tical Repo, N jU.Ot5 R2 AC,.�BPC 001027�A.Pdlt i Archdived Created by Indeptabodut Third Party: No OPt. gla,,ing are avoildiflo: (1) Opt. Injection Molded Lexan 1`11, p roduct Manufacturer Clopay Building Product5 Cotupany Addle's/PhorojErnall 6535 Duke Blvd. Rogions (WBDR) of (2) Opt. Frame U, Glazing that DUES Macon, OH 45041) N OF In e et the impact resistant requirement for WPDR, The (513) 770-iiou Product w/o glazing DOES comply with the InPact FQ515taug. rn.d5txuFdIdLj�dlQqpdy.­ Arith-1,ed '3ingrinotun, Scott Hamilton -----,-I-- . ___ . — -] 5haPnllL,m4cfQpay.ddnN To "Imical Representative Steel Pail (min. 25 . go.) Double -Car (9'2' to 16'0" w . Id') Addre5s/pbonevErnall WINDCOUEU V15 Garage Doca quality Attairannoct ki,pno5entative, FIL12iii RO 11 IZIII�df _�r7 I- Add-Us/Phand/Ern,jul V-dfldd by: LyPdQll F. Schuridt, P.E. 4g4U9 I Category Exterior Doors Subcategory Sectional Exterior [),or As-Illibli-c Compliance Method Evaluation ROPOrt from Q Florida Registered ArChifect or a 1-concad Cjt�ahgrl +30 PSF/-30 PST Florida Professional Erg ul ccr Aq,UPTIDNAL gIa,blg3 ",liable for thit; product TZ" Evaluation Report - 114rdcQpy Received Florida Engineer or Architect Naffle who developed Scott Hamilton the i1ahlaflim Report recruited! Representative Florida License PE_63mG C2- Alsorainia Entity fril Testing gIn-cl- NA Inc.- ETQWafl,.,k Her�,oy ..�ity I� ity Aa5urdnco Contract Expiration UaLQ 05/21 /2028 Vallbatod By Gary Pilrohle, Product ,,/I glazing L)Cqt�; comply will the bili resistant X Validation. Checklist - Hardoopy Received C-Itlflo,1L- of Independence ELI�tl�-OL-C­"Lff-­!J QI1iJ1JnqcdkgILi �-f QNSIatIVIL-Entuy- - �675 51 5 ' " '5 " ' ' 71 51 051 V'16-09 PAN-2FI53: 73, 75, Steel Pall (niln. 25 go.) 5111gle-C,Ir (Up to TO" wide) , Gary Pf­hJeL,gdf - GR5,� kc,lstaint Lites __ ------_ M��� _qVin.rigoncia _gf_E,ejoECjhCJ_E,l,qy_ --------- Just, ltoticu. Ap e A proved for ... caltsid. HVHZ; Yes , Rare ren cod 5 t a n bard a n d Yen r (of 5 ta t) da to) 5t-dwA Y. -L . , _. __ , ._ ,._ _ __ _ Other; Solid doors (no glazing) at doors witil optional ANSI10ASMA Icia 2uU2 jPrP0ct-Id1jIt4Ut 91aling at, irpact-roostart (large rl',slh? ASTM E3JQ 2002 impact). — — __ ___ '_��' TA S 201 191, 56/ " I-- "" C' 7PA B.- ' ' V �' � "' C' I" ""S " " " " I ' " L� ' " � �j �GRST TA -2 U2 1994 , 4 I ,,21, _ , O � I,, , Sa -�94, 41 . 43, 2B., U B, 4R, 11. DCO.E� . U-1 . ,�b I? I Or a co I O ,I IA5 203 1 994 E ' -valance offil-duct Standards Certified By section,, from Ili Cod. Proclutt Approval Method Method I Option U 5ulennitLect Do 07/01/2009 ,2 D O Validated 0110212009 Date Pending FHC Approval 071091'cog Date Approved 0811112009 � - - - - __ _r7l 2-1 11'1-�1'1 PA,1,�,��11 L"' - " "" 7 * " L' "' g ES, ,6, - �4 ff111 I'll'," R'IT, ] 5's" P r (.a.- 25 Va.) Sirglo-C., (up to 5'a" .jdc) WINDCOCIE.3 W5 Carago Door ." � 4RS;F, GR5T, 611�;F, 2RST, 43, 42, ___ ______ ____._'____._______________ - _ __ _ __ X0 X 6'8 Opaque Fowilla�% Single Duor with Transom - — __ J51 17 ]4�t, _4 2 �11 __ �,___ - - Limits of Use Appirdi-d for ... I. HVIIZ: No — 1113wilation instructions Ap FL5675_R2 11 102LI0wReVITpdf _ `u-yCc1fdr--.cmt.ide,HV"Z:Yd5 1rup-1, Verified By: Mark Westerfield IT. PE 46495 Rosiatarrb N/A Design P. ­­ F 30 P, SF/ -32 PSF Cl dated 'by Indepericent Third Party: NO 0 'her; A] I PTIONAL glazings available for this product kv.1-tical Repo, N jU.Ot5 R2 AC,.�BPC 001027�A.Pdlt ,O Illoqtth-ndloadidgialroments 11-FBC lwutYpesof oft a Created by Indeptabodut Third Party: No OPt. gla,,ing are avoildiflo: (1) Opt. Injection Molded Lexan B..ig. P,elit"res NyA Flame U, Glazing that DOES meet the Large r,li�5ila impact .triers ,c , O IN " I 2441.1 for DeIng. Pressure Raturi & CYd id Pl,­mc iegul,clue.L5 for Wind-borne Debris ne any addinlo it I 5" luntati-5, Ill't-Ildtloal instruction' , and Rogions (WBDR) of (2) Opt. Frame U, Glazing that DUES Product particulars _-_-_ = ------- �� N OF In e et the impact resistant requirement for WPDR, The ­ 12441421 Product w/o glazing DOES comply with the InPact FQ515taug. ---------------------- 'u X VU Opaque Fboorgiato 5irU[e UQQI will, Sid,ill and ,scimenjert for WbDR (,OF 1609.1.4 Fb(;). j "a"'IC,af, or "Cla,141CCraft -----,-I-- . ___ . — -] - _.f... 5675.25 025 V13-16 PAN-2FI53: 84A, �4, - Steel Pail (min. 25 . go.) Double -Car (9'2' to 16'0" w . Id') 73, )5, lt,00, 190, 76, /6V, 4RS1, WINDCOUEU V15 Garage Doca IRSF, 6RST, 6RSF, 'PST, 46, 42, FIL12iii RO 11 IZIII�df _�r7 I- -_ __ 55,46B,42B,55S V-dfldd by: LyPdQll F. Schuridt, P.E. 4g4U9 I ____ Li niits at Use App-tol for .so in HVIIZ: Flo _­ __ ____ — ----- rubstall'ticn. Inittirm,tim- fl_5.�l Cill Ap Proved for Use, cartlidu HVHZ: Yes Impact Itteliatant: N/A _101591-Rtlyll � - Valli! d BY: Mark Wecterri FL PE 48495 Do pressure: Cleated by Independent Third PdrEty: No Cjt�ahgrl +30 PSF/-30 PST Eyaluirtim, Reports Aq,UPTIDNAL gIa,blg3 ",liable for thit; product - FL5675 92 AE C�Hpi;j_�08102 Ed, rude,tc,t,in . w ad load reqUirements of the FBC. TWO types of Created by Independent Third Party: _ NO Opt. gla 'i ing are available; (1) Opt. Injection Molded Losen recruited! Representative F,ome & Ilazing that DOIiS meet th- Large Missile Inipact series IOQQ SH Mllestcall Sell- l SH Al .... lbrunn Ninl-lunpoett Window, with I fl -Sill I & Cyclic Prescriv requirements for Wind -b -is Debris 2540 Jewett Land Regl.n5 (WI3D%gr (2) Opt. Frame & Glazing that DOES 5 ,U-fvrd, FL 32//1 NOT meet Ill a in Pact ,_iAaPt,Qqvq,oricntfiQ,WBUR. [Ile Address/PhonovErnall Product ,,/I glazing L)Cqt�; comply will the bili resistant (407) 323-33QO Ext 334 requirement for W13OR (,of 1609.1.4 FDC). __ - __ — - — - ;:� jhol,e,,,noriddoxIrUddrs.cQm - �675 51 5 ' " '5 " ' ' 71 51 051 V'16-09 PAN-2FI53: 73, 75, Steel Pall (niln. 25 go.) 5111gle-C,Ir (Up to TO" wide) , I . U4A 94, 42, 43, 42P, 4U3, 4RS 1, WINDCQUE,it, V16 Geroge occr with Oi Impact- _T-__________,____.__________ GR5,� kc,lstaint Lites __ ------_ [__ . Limit. of u- Install.tilon, 'I of APP-olld for rutle 1. 1lVHZ: No --------- Just, ltoticu. Ap e A proved for ... caltsid. HVHZ; Yes , F15675 R2 11 tO __ _L,jJB-A-RavI2.Pd _ till P., e ist r. as VorifioABY: Mark Westerfield FLPE46495 D Pact Rensist'nat: Yes Cleated by 111,11p,ndent Third party: th, I dis � � , . evaidis _ P ....... ; t30 PSF/-42 PSF Evaluation Rep., ts, . , _. __ , ._ ,._ _ __ _ Other; Solid doors (no glazing) at doors witil optional EL5U5 R2 AP peg OQ IQ?7.A Rolf jPrP0ct-Id1jIt4Ut 91aling at, irpact-roostart (large rl',slh? Cleated by Independent Third Party: No impact). — — __ ___ '_��' Standard 56/ " I-- "" C' 7PA B.- ' ' V �' � "' C' I" ""S " " " " I ' " L� ' " � �j �GRST - " 'a" I f, n qa..),�,bn;gl.�, Car (up to 71j, Wide) ( "'iq , 4 I ,,21, _ , O � I,, , Sa -�94, 41 . 43, 2B., U B, 4R, 11. DCO.E� . U-1 . ,�b I? I Or a co I O ,I S __ - _ Wird.w5 . ---. ma Li it..fUe. Installation __ — __ — — Instructions Approved for unina in HVHz: No FL5_67,�_R.2 11 IQLEG-B,�Rvlil Approved to, ri outside IIVHz: Yes ,�pdf Verified by: Mark vi.ot,lbold FL Pis 4U495 a Imp ct Resistant: NO Cl cated by finclopend-it Third Party: No Design Pressure: +35 P�F/-42 PST Evaluation Report. Other: Tile glazing L.-HOLIQ for this product ... eets the FL56/5 �R2 A� BL� �10 -A,,pqf wind load le,q.i,ennouto of the building code but DO'S No r - Created by Ing-pondent Third Party: he meet the impact resistant requirement for w[rchbounics le 12-1-115 National Atcodcation & Management -1111 _- - - . - I _____ Validated By 9175 53 . __ ­­­ ,- " "":'a rzPAIN-217153: 73, 75, Steel Pon (Inlit. 25 9,1.) D.Ubld-C,jr (9,2,, to 11'2" .Ide) - Nal Al-dirtotell & MonagQn,ont ,,, . 40, 42D, 48B, 4RST, WINDC0rXa) GK�;T W6 Garage Do., with Optional Impact- __!!!:P Reci5l Liles __ Li ralt. cif Use Installation Instructions A Pp .... d "' ""' in ""': 'O EL567-5 App. clo-I for R_1 11 I0I5j1,j-A-RQvIgm2bdrt.ra _ us. outside HVITZ: Yes Verified BY: Mark Westerfield FIL PE 40495 Immot Resistant; Yes created Design by Independent Third Party: No Ples-me: 1 37 i PSF Evaluation Repe't. Othet: 3olld doors (no glo,hi or dd- .ill, optional FL567 R2_AE CBPC jg06 30-A.pdf I glazing are imPact-resisteriL (large nn[5� ,de Created _L __ _ by firdwenclent Third Party: go ,rupact-res[stem in O,,L). ---------- ------------- 51575.54 �:2_________ - __ 054 W6:113 PAN-2FI53: 73, 75, Steel Pali (run,,.,25 go.) Doubt -Car (9'2' to 10.2" `ldaq 04A,94 41, 40, 428, 48D, 4RST, WINDCODE(t) 6 Ga age Door r � — �K5T Limits .1 I.- Installation, hust-ticurs Approved four Us. in HVHZ: No EL56F75 R2 ,11 101 _5�9-13-Rcvin­bqn.rid Approved for "SO outside HVHZ; Ye5 VerIf oil BY: Mark Wo5tertleld LIE PE 4849� Impact Resistant: NO QredLed Design by Inddieuidimt Third party: NO Ple-le: 137 PSF/-41 PST Evaluation Reports Oft- The glazing alallolde far this product meet, the FL'A75-R2 AECOPC 090630-A,Vdf wind load requIrellarts of He building code but DOES NOT Cleated by Independent Third Party: No ut tile Impact 'Q',Istant iegUllent for windburn. debts regions. Product Approval Method Method I Option D Date 5ulsinittod 04/17/2UU9 D at- Validated 07/08/2009 Date Pending FEICApip-al 07/15/2009 Date Appa-iod 08/11/21U09 - I—- ­ . .----- - ______ ---------------- LI rit,, of (I,. --------- - C�x tifilatical Agency Con titicalo, Approved for use 1'. Hvitz: tic Ell �i5,?_ k,' .� CA_C�_Ljlq.LQ2AZL ,.±�y '�llty UL III - — ­ M -dol, Number or ... __ _N_ toose,iption 12441A __ a. "FibinClassic", "sundatti ,, - _ __ _ __ X0 X 6'8 Opaque Fowilla�% Single Duor with Transom , li do, ! -11-i I- .6- 1, " r, T ! !,o:,`� I Tldc-�[,,Craft' or `c-_Ia,Ij,Craft (OJX) - Inawing or Q.tswlPg - - RUStl,' Series I � W SO, I dca; site ri�, I ,. J. it sc-h I Limits of u th"t -------- T.st.lbltical T ettrecti- Approved for use in "Vlfz: No E1.12441 R IPIST lZ4,11.1,,cl Appl.vod "'r .so outside RVPl Yes -11 Verified BY: Lyndon F. 5chirdilt, P.E. 4340, Impood, ..tant: NO Cleated by independent Third Party: Yes - - B..ig. P,elit"res NyA Evaluation Reports .triers ,c , O IN " I 2441.1 for DeIng. Pressure Raturi f--LI2441 m_ A"24414!dL aLkV- ,gf ne any addinlo it I 5" luntati-5, Ill't-Ildtloal instruction' , and Cleated by Indilpenudent Third Party: Yes Product particulars _-_-_ = ------- �� Approved ­ 12441421 ��:-_ ___-��__,____ - "t;d" ,,��l­ c., 'Shi'o list C, ---------------------- 'u X VU Opaque Fboorgiato 5irU[e UQQI will, Sid,ill and A in dood for US. dart,oido UVUZ: ,(a, _L �LQ""ja P , F UajdU _QAr Quality Acoon-un,di Contract exphation Onto "a"'IC,af, or "Cla,141CCraft Trarsorn (Q/C?Xo) - In5wing or Ortswing - _.f... RO ctjC� S elicit Florida Extruders International, --,--- LuZ Approved for in Installation Inist ructions I I use HVHZ: No App,.v 4 FIL12iii RO 11 IZIII�df _�r7 I- for ade mat,lid. HVH4: 1' Yes rmPa,t V-dfldd by: LyPdQll F. Schuridt, P.E. 4g4U9 I It-botsill N. Design Crest led by Independent Third Party: Yes PrIslum; N/A _ roalin at!.,, Report. �;Qct INST 14441.2 for Dort Sir l Rating,, _R0 Aft FL124jj I � ,LL �Othdsl: n Y add I tion a I use juritaNdr,, in stallation instructions and �L� �L,pdf __ Cleated by Independent Third Party: Yes Pf Poo It paftioulars. __.. -------------.-----------,--------- I a-=, EN -::t] I 1��U:Zcdnlva - I 4s'l-n-I orc—ey rf�arx ""'. isoadi ­. oreoe ,od­ - 't-bam,l 't, , I., ".1"not - ,� , 111111IJ 3IT'al"l-, ir"!,k, �13,d �joij 11) --lfc?1, - 1110, 11 1-1- gl�� 1c1e1Ep'kH,_to5,'� A " ­VyTg4l� I,- -gor- - cjj ,,, ,, , I V�l �-� F! - " Ill, -1 ''I - M R 11 - - vi , ` ", 0111".1 _,:� "" i ll� N LI rit,, of (I,. --------- - C�x tifilatical Agency Con titicalo, Approved for use 1'. Hvitz: tic Ell �i5,?_ k,' .� CA_C�_Ljlq.LQ2AZL ,.±�y '�llty �-.tqig I 'jg,� -, I at I .1 , r"'. t12, - �� 'T _ r PA mF"'�.Tjj','� g �, - " I ill " ", . - I'll - � " gt.��!l,, ,is ff . ,,, 11111il I'ill "' Bt` '�91�_`SBN 01fiel: 1) H LC5 S 5 'JA -4 (NAMI certificate 11i.2_',?_R4 .ji_.,ai:1,)1 - gEodf , , r us , li do, ! -11-i I- .6- 1, " r, T ! !,o:,`� I (LIP I." ,,, 11 Dade CaLlInflIts), FL92,C, C? AE c;Qf _ _ 11 I'll FEI)� ef . g2dL_ n?"i 2, ;,; , amatim"man "'im � vlr�`­" -1111e- I 'U1111111111se j ­4111i,a I IIIA.Con, I � W SO, I dca; site ri�, I ,. J. it sc-h I I Fil-ok"It'A ol�,�p .vol i i*111110,11ink: oil ., __ --- ----- Std -3111 ii1elconLAarSteeLdoid � Frees ,-, ocyin Ccod-,-S , kcoc-trk,tu 1,2 :, At,'i C -a Allin-ved fur Us. catuldle, HVHZ: Yes Quality A-aneric. C-thronot Expi,ation Date � Design P" enriam.; ,45/-45 Installation Instructions Othlur; 1) ,-LC4 5 53x84 (NAMI CQnhfiCjtU N10102uy) F.L9.1 4,_Et,,1_jj ril�gs&--I.qQQ-19Q9--Q-,,�aii�it 2t� I FL I , Application Type I FLA202-RZ OV41LIOLud use In High ValtictItY mi Zorie,; Evolicratient Report i! code V rskm Revision 2007 _ CP ea Led by I ... depend, ,,it rf bud Patty: Yes ::�� A Poll caltlun Status i Approved _.. i Cor ... rQrt5 Limit. of U.. — App,.vsd for ... In VIVUZ: Ile Coartificatict. Ag.a.y C-tifloat's A in dood for US. dart,oido UVUZ: ,(a, _L �LQ""ja P , F UajdU _QAr Quality Acoon-un,di Contract exphation Onto I I Archl-cl pi, Uthol: 1) H-LOIlis 5JXU4 (NAMIC,Irtificatat FL026z Ig 11 �SWH- I luou-4i; U-_'�!u -0 L,�Aj.pdf 111010207B) 2) MILESI`ONE Product Mannufarturer Florida Extruders International, Inc. Add, dc5/PIh.Ua/E,r,u 1 2540 Jewett Lane a C, Y: Yes --- -E=-- 926 ., Sanford, FL J'771 . w, Sid -SIII or HI-SIll (407) 32.3-3300 Car 334 El �1' Q Apin .,I,l to. u.. .UIP,jd. UVHZ: ye; - QAC NIQ1Q4UaaE rra�outt R-bitart: NO (21, 'dity Ationnaulata C.iit,a,t E.phation Date 07/31/2UI4 Jhdke(dIId,d,d,.t,uUd­d.m O-1911 'n q thl- 1) H-LC4 5 5JX72 (NAMI Certificate W� `� 11 � ki����752 10 0207N) 2) MILESTONE SCullot 1000 thon-firpict Allth.i,od Signature J1 ... Hake Evaluathou ,cut mrs (BriAvan! and ,,,do Cci LL24r,�>_L�_.L1_P_CptLjjaJr - _,,SQ_N�n9QNjjjUr NQ.262.ndf Jh9kdr,2IBrhdaextrdrId,s.co ... Created BY Independent it ... It Party: Yes recruited! Representative hurt Hol series IOQQ SH Mllestcall Sell- l SH Al .... lbrunn Ninl-lunpoett Window, with I fl -Sill I Addns-,jPdojn/EmaJI 2540 Jewett Land To chirldal Representative 5 ,U-fvrd, FL 32//1 Saint, , d, FIE 32771 Address/PhonovErnall (407) 323-3300 Ext �rtq (407) 323-33QO Ext 334 IF ,,too IJ,P­o jhol,e,,,noriddoxIrUddrs.cQm j h.kxnC]r1orIdad,t,Uddrs,,vm Quality A--larcar Representative Quality A,talrdunc, Representative Bob Jones Adchoss/Phi,mi/Errdil Addle' ,ciPh.no/Elluall 2540 Jewett Lane Quality AsIa,rdncot Rop,acentati,e Sol I told, FIE �2771 Santoro, FIL 32771 Add,co-11ohn-ei (413 /) 323-33UU Ext. 334 (407) 3,J_33 _ 10 Ext *334 Standard Ej.n,IS�foTddcxt,udo,c.d.. lborlds ,C ,fd'idac.t,Cd.,5.cdm CdLoycr,y Category Wird.w5 subcategory subcat,g.,y single Hung Compliance Method Compliance Method Certification Malk 0, ListJng Certification Agency Certification Agency National Atcodcation & Management Ill, .Ndutd, Validated By National Accreditation is. Maragenault Institute, Referenced Standard and Year (OuStandard) 5111mbiud You AAMA/VJDMA/CSA 101/l.'3.2/A44U 2005 E q Ulvalari of Product Siande,do Certified By Product Approval MuLtod MeLhId I Option A Onto Submitted 05/04/2010 Date Vdildated GsluSyatu 10 UjLU Pending F6C Approval U5/0G/a:UIU Urtc, Apnovdd URIYOU/2010 - - IL 11 I Model, IN ..... bol .1 N ..... U Vcoiail.tI.a__­_______.____ — -III. `­Se'l'., .)2g�.I 71 10ou sH M1112"tolic, Series 1 70U71 1-11-11illutil Noul ... ­P1,t Wind— ­with I. ­ E1Io_t'_­.____ Ill -Sill LI rit,, of (I,. --------- - C�x tifilatical Agency Con titicalo, Approved for use 1'. Hvitz: tic Ell �i5,?_ k,' .� CA_C�_Ljlq.LQ2AZL ,.±�y '�llty AV , owext to, in.. out,,id. NVHZ: Yes _ P (2-1 A -un-, Coultno.t li.,ph.tim, Date I ... Pact lint.4tOOL: No 07/31/2ulll Otedut P ........ : ,5�/_55 Imint.11,11im. 1-tabucticur, 01fiel: 1) H LC5 S 5 'JA -4 (NAMI certificate 11i.2_',?_R4 .ji_.,ai:1,)1 - gEodf ,l,2LL-j�QQ,,ZgklL _w ;1�410102U/A) 2) M �Cttsi3ONEHS.Ilcc IU00 Non -impact Verified BY: Robotic J. Annortro,, P.E. FIL PE 11. IT/5a usist3lit AlUnilau I 51 did, Ung Windows )loco net Cleated by Indlictudcult Third Part/: Yes ... CIL, vlv�uujtcd for U,,u In HIgb VoRcity flurricille Zones; Evaluation Rep., Lot (LIP I." ,,, 11 Dade CaLlInflIts), FL92,C, C? AE c;Qf _ _ 11 I'll FEI)� ef . g2dL_ FL 16 ��V�O,o 9 - _Z_22 AE FatI2 to I . U�u La. Q. FL92.Giedtd Created Ly IndepQ11dont Third P,nY: Yes ___ —_._________,____----_ 9262.2 M- floston" Sol" Ioug Sit i'lllQcttano SCIIV5 IQUU SIT Alunullnuill Non-Inpact Window whir __ --- ----- Std -3111 _____ Limit. of UP. Cut tificathent Agency C.,tifient. App-olad for ... in IIVHZ; No FIL22.r2.�-B�'-SLCLC-U&I.'242.PU Allin-ved fur Us. catuldle, HVHZ: Yes Quality A-aneric. C-thronot Expi,ation Date Inpact Resistant: NO 07/31/2014 Design P" enriam.; ,45/-45 Installation Instructions Othlur; 1) ,-LC4 5 53x84 (NAMI CQnhfiCjtU N10102uy) F.L9.1 4,_Et,,1_jj ril�gs&--I.qQQ-19Q9--Q-,,�aii�it 2t� 2) MILESTONE SQfIco IQUO Near -Impact Rallotent Verified by: Robert J. Auxvru,o, P.E. FIE PE No. 49752 Alunrlinuill Olnglo Lord Windows have Plot bear) Created by Independent Third part,,: Yes for OV41LIOLud use In High ValtictItY mi Zorie,; Evolicratient Report (U,O,,,,I,d and Dade Counties) &122tiz-112 AE O�LtLqlr"U-FEIQIIIIQCtlltlQ�LII-FLD26".df FLI)26l J_LL_EaU2.� " JCQ0NjRj,0 FL_92j�j.[Ldf . _ CP ea Led by I ... depend, ,,it rf bud Patty: Yes ::�� 9262.3 - Milestone Solids 1000 Sit Alumfurn Nch-lulpact Window with _.. Std -Sill or l Villa IG Glazing __. Limit. of U.. — App,.vsd for ... In VIVUZ: Ile Coartificatict. Ag.a.y C-tifloat's A in dood for US. dart,oido UVUZ: ,(a, _L �LQ""ja P , F UajdU _QAr Quality Acoon-un,di Contract exphation Onto InIV-1t Rct.l.tant: NO 07/31/201,1 Deakin PI ... 11- �45/-45 Inatall.atil Instructions Uthol: 1) H-LOIlis 5JXU4 (NAMIC,Irtificatat FL026z Ig 11 �SWH- I luou-4i; U-_'�!u -0 L,�Aj.pdf 111010207B) 2) MILESI`ONE SUrdS 1000 NOOP-lunpInt Verified By: RObult 1. Amoroso, P.E. FIL PE No. 49752 Resistant AlumInwin Single Hung Vylinjow, ,d_ ,lot CrcdtI'J by 111LIVIOundont, Third Party: Yes boon evaluated rer use fil High VuluCity Hull icinu �tojjad Evaluation Roponto (61--drd and Dade Cti F.02.62 U A6__C�cr�Ipk�;12 IW ­ PR _ZEj5Il,,n0nr ia,YR ril o2iJ4,Rt fJE I .q �Lll qy,q FI-9,1�"I.plf a C, Y: Yes --- -E=-- 926 ., ____ — Milostistill Sulluf IU0Q r� Aluminuan NO11-11111-1: Whichow ill . w, Sid -SIII or HI-SIll Ll ... it. of Us. Clatificauddil Agint Ctutifick,to � Approved for Use Ill HVIf4: No El �1' Q Apin .,I,l to. u.. .UIP,jd. UVHZ: ye; - QAC NIQ1Q4UaaE rra�outt R-bitart: NO (21, 'dity Ationnaulata C.iit,a,t E.phation Date 07/31/2UI4 0 P-tounne: *45/-45 I..t.11tith.al frantir-tbouns O-1911 'n q thl- 1) H-LC4 5 5JX72 (NAMI Certificate W� `� 11 � ki����752 10 0207N) 2) MILESTONE SCullot 1000 thon-firpict volubed- Y: Rube Lb,y Reolstan tiAlUrillunn 5jugho Hung Windows have ,lot Created I ng,pendent Third Forty: Yes been Q,a "Itud ro ` Use In High Velocity Hurricane Zones Evaluathou ,cut mrs (BriAvan! and ,,,do Cci LL24r,�>_L�_.L1_P_CptLjjaJr - _,,SQ_N�n9QNjjjUr NQ.262.ndf ELLOZILALFROI-t650 Ffj��4_,Bizr Created BY Independent it ... It Party: Yes I____ _. -----------.-------- 9:�,��Mlbl,tc.da series IOQQ SH Mllestcall Sell- l SH Al .... lbrunn Ninl-lunpoett Window, with I fl -Sill I "���,-�.�-;=�,W��,,�,�.l�,�"".�, "it" ., -*,-,., PC- . U.N.I.., em-FiRRH , " I'll I , . - ..'a's I­ilfi yii- ,�%� ,, 'P"'ZIC , , _` I " I 5"M lIjj Bf!'0411" affil".., . N., . HP -4-M I-eiIi- �, __` Iffit , , E .1. 5 - - ; 'K #� i I 'ia� - I �! 111,10 Tv, ` 10k ��,2 4 - re Ill' , I " I I ' �, . -, i", A I - ____ it I 1.1- ------- 16, -111-- - 1 -Il I I -, .! I, - � , - , . - , , " ` M�,,A 'I-` I C11i 'I __ I .., NIR.," M I I- I ,� � , A-1, 7- If 77-1 - MI � I' 4 j M, F, i _ " I 0 I . A �j 'a = I I . I I � , I , I'M A 'I , c Ig,w filimi � , I 1,11 I Effism to ��g& ,�,g iell r. zg,ig' , g gif ��!gg gi 1i � 1 ��� t 111, ,1 " R.-M02M A. , ON ­­­ al I � si I. '? 111 , I St. , , ­­rr Ukdo ..,I v ' oc, n 1 J�­Idalici,al I AlInninor, b,n-finpott Windows 11-O ,,at bodn, Created By Independent Tl,[,a Potty: Yes ti,�i,�zi,c,,NUVAyazz,Ll.,."z,�=-.1�,11 Hlttoo,,; 1 S11,11L�U­I­a I j, If _fj - '�'79,Alj. I � . I t"o-Ca 1 '41-ron, 1 -'air I SC111t..'O I "i'. I b , ,11111 1-1 , - - 3 I " - �_ ;-t , *)Product Approval L , ;, I i �1, F A i 41. I f , irl" , - . .. I 1, ra - , Iii Lbe c- ------- 1000 Rectangular & Shaped Designer - ______ ", . i I! 11 �' , Li ... it. of Us. _____ Applet for Use In HIVNZ: No Ceiltifitoltion,CAgency C-Lificat. LLd a _'q z It C- ­­' , Ic POF . Allint owed to, - orltdid. ii Yes : IS ---- I .a v,C,,.­­"vA1±ida lug,k"L�LL��zL�t-"",�,,,H,��—,. i". ", , 'apt"a,con-a 0813 1 /20 I'l Design P, ...... ; 1,451-45 Installation Inufa-ti.n. _� t , � 5. 24 - V I -Neop ' LcddzZ-1LL'sLLi I Actikl�sdcjot I A,,Ii-lUb 1,1,11 Aluminum too-Itupact yjlUdow5 Created by Independent Third Party: Yes have Lee" W§1 � i,gl FL �t 11, FL8409-R3 � Created by Independent Third Party: Yes I.. glatrigul" April" , , Ili , lion Type , ;F gLj ,LT Revi'l- , Linalta, of Do. C.atifictatiur, Agency CtO thfid,at. — Appir-d for ... In NIVNZ: N. * , , f! I liLtilf.i,lS Code V-1on .� il 1" . C .1. Appl[Cation Status I= 117 comments 2007 Approved Design P ....... : ­J�/-.35 08/311-luill Intitsall."da, janstiriucti.n. .1c . .,I I Archived ul Alunumull NOP -111111-t Windows Cleated by Independent Third Party: Yes hava Lee" Product Mannufactordir Florida Extruders Internatfulml, Inc. AddlaoI/Phono/istrail 2540 Jewett L in- — _:�Il=11­1- Precool; flafluTdCtUreir sonficird, FL 2771 ILI. Addre-lPhatQ/tOrall �407) �23-3300 Ext 334 Utedflu V- --in e; I 70/-7U In'telkitical Instructions Other: 1) FVJ-HC70 7jk37 (NAMI Cd,tlrl,,tu 111010 I I ID) f lep,, .�� , _ _j�8vijj.F.l J) � , rl ihoko"11.1ld-tiorde'o-m .... ficar-1 ... pact �,�l 'do.O la", 'let been Cre,ltvd by Indepoindent Third Patty: Yes uvjltjijtcd (u,r it, Authorized signature 11,11 Take — -, ­ C , catud by Ind'p-doi __ _== r_ ------- jilolke(ciluridaextruclors.com __ Milot,ton !;ones IUQU Fik,d Milestone Series 1000 ReCton,jular e, Shaped �e,,Iojjer Technical Representative Jim Hick. _____ LI ... it,a or Us. Certification Agency Certificate Aptnov:d f.,, AddreII/Phome/Erdail 2540 Jewett I One f1tilid, Ngf-linnu E,gireor To chirldal Representative 5 ,U-fvrd, FL 32//1 Florida Ent"lcon I' �1111UICL Not's "I'd d-lolld Address/PhonovErnall (407) 323-3300 Ext �rtq IF ,,too IJ,P­o jhol,e,,,noriddoxIrUddrs.cQm QI., Al-nie DAILY Quality A--larcar Representative Bob Jd.-c 01/01/2099 Adchoss/Phi,mi/Errdil 2540 Jewett Lane Quality AsIa,rdncot Rop,acentati,e Sol I told, FIE �2771 FI -5302 III C,gi.TomShLI[ii,j,!InRtglitC,arindp,,�UL I �,­ Add,co-11ohn-ei (413 /) 323-33UU Ext. 334 --f�,�,,,�ds"�d�,d�"dY-,(�rst",d�,d) Standard Ej.n,IS�foTddcxt,udo,c.d.. AN51/DASMA IOU X%l!E iUO2 CdLoycr,y �xto,ld, D ... s subcategory Siding Exterior DO., A,,dPrbl[­ Compliance Method Certification Mork or UstIng Certification Agency Lateral Accreditation ,`� Management Institute, Validated By National Accreditation & Management Institute, Referenced 'ntandard -ad Year (ill'Stailde,d) 5tair 111ald year AAMAIWDMAI(;5A I0I/1.t5.Z/A44u 2005 ANgI/AAMA/NWWDA 10I/I.S. 2 1997 EqUilolot"O Of Product 5t,,Odd,ds Certified By FlocRiCt Approval Method Method I Option A lots ig--gatrills-Ithi t , I @10i�ili ��,2 4 - re Ill' , I " I I ' �, . -, i", A I 7____ - I-471 Mil.'roula sell us DECO Fixed Mil -t -P. Serlds 10m Rectonlida, 8L Shaped Designer �_ j 1= lkb�,A_ at --------- - 411I I � , Lt 'tiot, I M, 'l-m- 01 I i 1, ""' I 11,111 i'll I III filimi , A V.. I N I. .1-t; , 'tl c", It MM, MIENAIM-111 MR A Quality A-eance Contract Expiration Date Impact Resistant; No 00/31/2014 I � si I. .... . TM I odj.h lo-R-cnaien, I AlInninor, b,n-finpott Windows 11-O ,,at bodn, Created By Independent Tl,[,a Potty: Yes M=Vliaka =41d=_2M1(1h=SM 1p:,Slc,,. ru,""ll Ixld,t� ,d"." I ,ttra&,­. I "O."a"s I me"ous 1 Lca'1tQr`oV I cl�a 1 sea,ji I ; ' - 4dFlindultAturn-1 I (j! ------- 1000 Rectangular & Shaped Designer - ______ ', 4�' s , Clem Plolt - Li ... it. of Us. _____ Applet for Use In HIVNZ: No Ceiltifitoltion,CAgency C-Lificat. LLd a _'q z It C- ­­' , Ic POF . Allint owed to, - orltdid. ii Yes iI r 0813 1 /20 I'l Design P, ...... ; 1,451-45 Installation Inufa-ti.n. 0 'for; 1) F�'J. FIC4 �. Y3X�y (NAPH CdrBfiCjtd FLU�4_1 �R2 11 P. J,A0Q1j-_ZQJq Dw,l -Neop ' LcddzZ-1LL'sLLi I Actikl�sdcjot I A,,Ii-lUb 1,1,11 Aluminum too-Itupact yjlUdow5 Created by Independent Third Party: Yes have Lee" ' FIE d (Bnwaud and Value Counties). FL92a:L_1nt;j Ag EBSIO_1.648 FtIE100-0-P.41 RavUrEndf � Created by Independent Third Party: Yes I.. I I Application Type F1_9141 -R2 - - Reyl5lon , Linalta, of Do. C.atifictatiur, Agency CtO thfid,at. — Appir-d for ... In NIVNZ: N. I Code V-1un 2oO7 Design P ....... : ­J�/-.35 08/311-luill Intitsall."da, janstiriucti.n. 1 Application Status Approved Alunumull NOP -111111-t Windows Cleated by Independent Third Party: Yes hava Lee" C nintrients Za log (Blornlud ,rid Bodo Counties). PUZ-11 li Art ERN2191-2 Fl`-j—&At.v1) __p,a ­_ __ Created by Inceptor Sent Thl rd Party: Yes — — -S11_`1___ A,Chivcd R — _:�Il=11­1- Precool; flafluTdCtUreir Florida [,%traders International, ILI. Addre-lPhatQ/tOrall 254U JI -AL Lane Utedflu V- --in e; I 70/-7U In'telkitical Instructions Other: 1) FVJ-HC70 7jk37 (NAMI Cd,tlrl,,tu 111010 I I ID) f lep,, .�� , _ _j�8vijj.F.l J) � , rl Sanford, FL 3Z771 .... ficar-1 ... pact �,�l 'do.O la", 'let been Cre,ltvd by Indepoindent Third Patty: Yes uvjltjijtcd (u,r it, use h1dil Velocity Hurricano Zone, E -1 -tient Re,,pxulb; (b,I.,r d a,, Code Counties). (407) 3-13-3300 Est 334 — -, ­ C , catud by Ind'p-doi __ _== r_ ------- jinck,411tuidaustircide,d-rit __ Milot,ton !;ones IUQU Fik,d Milestone Series 1000 ReCton,jular e, Shaped �e,,Iojjer Adthorized Signature Jim [Take _____ LI ... it,a or Us. Certification Agency Certificate Aptnov:d f.,, - I. HVHZ: No EL9Z42 l, App nv a r. add, curtitiole 11V1IZ: Yes Quality A.son.r.. Cent.a.1L E..; -B .... .. .... jhoRd,1Q�tld,ldacOdmdd,s.i;Qm f1tilid, Ngf-linnu E,gireor To chirldal Representative Jim Holk. Florida Ent"lcon I' �1111UICL Not's "I'd d-lolld Address/PhonovErnall 2540 Jewett Lane IF ,,too IJ,P­o Sanford, FL 32771 QI., Al-nie DAILY CltIC-kTc5t1rqJ 3111keS NA I­ (4 07) 323-330 E�t 33-1 01/01/2099 V11ro-d By kokag)floriddextruder-cum Quality AsIa,rdncot Rop,acentati,e Bob Jones FI -5302 III C,gi.TomShLI[ii,j,!InRtglitC,arindp,,�UL I �,­ Add,co-11ohn-ei 2510 Jewett Lane --f�,�,,,�ds"�d�,d�"dY-,(�rst",d�,d) Standard Sanf.rd, FIL J2771 AN51/DASMA IOU X%l!E iUO2 (407) �2�-jjljo Ext �L!4 bjQn-sauillor ld,),xtBdurs.(9 ... category windows subcategory Fixed Compliance Method Cettlfl�dticm Mark I, Listing Certification Aacr,y Nal Al-dirtotell & MonagQn,ont Institute, Valuated By National Atei-aditallort & Management Institute, Referenced Standard ,and Year (of Standard) fitanall yd., AAMA/WUMA/CSA IUI/1.13.2/A44U 2005 Eqw1valcunce of Product Stauld,jn, Certified By Product Approval Pitthod MCtl,.d I Option A Oct. Validated u5/o5/2010 Data Pending FUC Approval 05/07/2ulu Dole Approved U6/od/_1`j 10 Suntra-y of Products Go to Paid. r— 0 - - .. � . ­ � , , - - ____ — FL # Model, Number or Name D .... ipthart _____ 7____ - I-471 Mil.'roula sell us DECO Fixed Mil -t -P. Serlds 10m Rectonlida, 8L Shaped Designer �_ j — _� rixed Alumbluni Nor-limpooL Windows _____ Ill anit. .f Us. CeriffbIsition Agency ColutificAlks Approved Pon, ase in UVNZ: rid FL`l242 K2 C CA(,' )IQ1222 Alip __Lej2F I �-old lot - outside HVH4: Yes Quality A-eance Contract Expiration Date Impact Resistant; No 00/31/2014 Design P ...... to: 7U/ -/g Imint,ill.tical lintro,tiour. Othidn; 1) FW.HC7g 7jx/� (NAMI CulthICOPO N 1010221) ELlzu rg: if F -Ii L0Q_Q_._'guQ CL"Ll 2) Mlet-tang Series 1000 Rectangular d, Shopeo UeolUter V-11fi-d BY: R.Itairt J. AIIIUI.IO, P.C. FL PE No. U915-1 IFIxed AlInninor, b,n-finpott Windows 11-O ,,at bodn, Created By Independent Tl,[,a Potty: Yes d"luoted for Use in Figh Velocity H."Ic'un, Zone_, E-leaticut Rep-ts (Unwald and One. Counties). FL -21-12 R2 AP FFt Fj��Hj Re_vn nor --=:=:: "I"d-I " 1-1-pundoln. Ihbd Patty: Yes :�:4 27 ------- 1000 Rectangular & Shaped Designer - ______ Non -lin -pact WI undow, Li ... it. of Us. _____ Applet for Use In HIVNZ: No Ceiltifitoltion,CAgency C-Lificat. LLd a _'q z It C- ­­' , Ic POF . Allint owed to, - orltdid. ii Yes to Qatar ty Acasuirl-o Contract to1pilation Vale 11"Pact K-1,tanta No 0813 1 /20 I'l Design P, ...... ; 1,451-45 Installation Inufa-ti.n. 0 'for; 1) F�'J. FIC4 �. Y3X�y (NAPH CdrBfiCjtd FLU�4_1 �R2 11 P. J,A0Q1j-_ZQJq Dw,l N101022 C Ott I ) 2) MildtItOnc Series 1000 Rectangular U Verified By: Robert J. Amorr,o, P.E, FL PE No. 49752 apcd D "'Iiiner Fixed Aluminum too-Itupact yjlUdow5 Created by Independent Third Party: Yes have Lee" ,,It "'Id"'d for Use I High VolodLy Hurricane Evaluation Reports Zones (Bnwaud and Value Counties). FL92a:L_1nt;j Ag EBSIO_1.648 FtIE100-0-P.41 RavUrEndf � Created by Independent Third Party: Yes I.. — 132421,� I—— 1,111cotcare SI,I,. locto R,Ltdn'V��ldl � ',hoped boolgro, ­ , - Fl"d Aluminum Non-firriOn ct W nows , Linalta, of Do. C.atifictatiur, Agency CtO thfid,at. — Appir-d for ... In NIVNZ: N. F CAC III Apprvi fur use cannsfid. IIVHZ: Yes L9242 R2 C 010221PJ.PDF Impact Rei NO Quality Anomiraincit Contract Elepi,atioun unbe Design P ....... : ­J�/-.35 08/311-luill Intitsall."da, janstiriucti.n. ­ "Unor; 1) FV1-HC3S � 73,XJ/ (NAMI ConificuLu ELU�L�( �11 !L uennod NIU10211N) 2) Mileaccunct SVIIIs IUUU Ructonlijolir a Verified by: Repe,it J. Am.ludot KE. FIL PE NO. 4V/52 Shaped Designer Fixed Alunumull NOP -111111-t Windows Cleated by Independent Third Party: Yes hava Lee" not uvdluaLcd for Coal it Higi Velocity Hurricane Evaluation R.Ii Za log (Blornlud ,rid Bodo Counties). PUZ-11 li Art ERN2191-2 Fl`-j—&At.v1) __p,a ­_ __ Created by Inceptor Sent Thl rd Party: Yes — — -S11_`1___ 92.4 2.4 - IUQO Fixed MNIVIL-n- Solids IQQU lilotangular & Shaped Do,lane, — _:�Il=11­1- Fixed Aluminum qtar-lu�p,ct Wl.dowO ___1 Li tit. .1 U.. - C-tifi- if.. Agency C. Lifi-t. Apinclailld to,, cital ill IIVIIZ: No 'IT9242 R2 C CAC '11-0102-110 PQ Approlvenj for Use, cmt,i ll Yes ,2..Iity _F Assuremee contract Expiratien DAtq Innomot litelifist-rut: No QU/31/2UI4 Utedflu V- --in e; I 70/-7U In'telkitical Instructions Other: 1) FVJ-HC70 7jk37 (NAMI Cd,tlrl,,tu 111010 I I ID) f lep,, .�� , _ _j�8vijj.F.l J) � , rl - _ _ �') M i lb�otuu. SO1111 IpUU RqcL1h:gcl,r I Shaped Designer V -1111-d BY: RQUett J. A ... tatnad, P.E . FL PE No. 49752 lxxdl At Incull .... ficar-1 ... pact �,�l 'do.O la", 'let been Cre,ltvd by Indepoindent Third Patty: Yes uvjltjijtcd (u,r it, use h1dil Velocity Hurricano Zone, E -1 -tient Re,,pxulb; (b,I.,r d a,, Code Counties). r A_�Wqiq*�� — -, ­ C , catud by Ind'p-doi __ _== r_ ------- 9, 4-1.5 __ Milot,ton !;ones IUQU Fik,d Milestone Series 1000 ReCton,jular e, Shaped �e,,Iojjer I—— Fixed Alurinkour Nvin-Irip,oct Windows --------- _____ LI ... it,a or Us. Certification Agency Certificate Aptnov:d f.,, - I. HVHZ: No EL9Z42 l, App nv a r. add, curtitiole 11V1IZ: Yes Quality A.son.r.. Cent.a.1L E..; -B .... .. .... Ultitc, 3.1 .... Itted 07j05/2u 10 Date ValddCQdI 0710612010 L)uLO Pending FBC Approval 0//07/2010 Date Approved 08110/2010 Scuummuly-cit P-ohi't. . Doesn't pressure; L,10/�40 Innit.al lotholl Inartnacticnis - — n - -—N.- - —uo­j,,j_ __ — �!= �-M-�;,-�—­�b­ ...... ____ I PhIPItOre Series 1900 Sliding Milestone Servo IOQU �Idljuj Gla- Aluninurn Nont-Impa - Qla- Due, Doors �;tx!-Slll and ill -Sill ___ ­-- ____ - Limits of Us. Curtificaticut Agency Clartific,ata, Approved fur use in HVHZ: No ELW2iQ_r_�_AC_id21Q2`59,A,PD Approved fur live onteside HVHZ: Yes qu,ality As armu.o C-trect exVi,atica. V.1. Inuill,t Resistant: NO 11/3B Is /ZU I Doesn't pressure; L,10/�40 Innit.al lotholl Inartnacticnis Othiur: SQU -40 191JIS6 XXXX ELLU!12-!LJ--IL-�'wi.-,,I-")-�-�IQUILU� 11-l?"I'of Verified By: Retell: 1. Amoroso, PE FIE PE No, ,497,�_ Created BY Independent Third Party: Yes Evaluation Report, PC 8 1-0 9 R3 AE Certificate Of findeirdind"I , Role, No. 1,44, FFI 5GDI00U it R,q_i,Edf FLLIO _R3 Ar Prjdu,,I_17rUR,U,jjgd_p�I,a,Lft� 1-145 FFL_Sf,D_1_U0Q_q1 R-1,Odf — _____ __ Created by Independent Third Party: Yes - 7- —�,,h,e5,�b- B­i;�-9-,—` , I;,��,es, - , b I , u 5 T. g , , I ... Sea- .-��Sbd�.-�-,�7�7.d ....... bill ,to --- - U Impact . --n - ­ - ass Do , 's ,)I or Coal- Sid -Sill add ­11-Sth ------,.---- Limit. of Us. certification Agl­y Co. ,if -Ps Approved for u -e ill HVIl No FL310 R3 C CA `1101 FDF Approved for _Q.Zj_G9 Lus- entities HV"Z! Yes quality A ... rinict Coutnt Expiration Usto Toup-1, R-minalt; No 11/3012.0 14 D-ign Pro .... e; 145/-45 Installation, In.t.-tican, Oth- SGD-C45 143x9r, XXO r'Lo!gL'-�3-IJ--'-Irl-�-1-�OQ-,tt-OLLILt).,--)�t-CLEL24_110-11 -1 ktfidf VQurbod BY: Ration J. AllatU50, rE FIE PE rid. 49��2 Created by IndopendentThird Party: Yes Evaluation Report. LL'1109-(t-3--A4,!�'�-tl-fl;�l�,"Ll--deP�jl,j-�,�,- RgpQjt Not 1 4-15 FE1 SGDIDQ� pit R,vj Rof --- TL�ft,09 B3 �Ep�_u 1445 FE! ���� ------------ Created by Independent Third Party: Yes ----.---- F-_,�] F ---i , . ffA - . 11 lat, g . B I ,� � , � . i � I ; 4111 HIP ,� n ". , i ' 'I , - I ­ r M Z eaau..-r.iL.�o - - I I � "s" R11�91111­ I W A ,, � 0 01� ,� i I i'm 11" ,,.Z� , IMEN a - '_ ae locent'. I i 'it ot j,x'1o,w­, I ":%%'. I u—Its'll.o. I I Pot. � ... ,l 1 ­x­� �­,r, I =-t fidarn.val 4 C " , - 1 -s -O ruh- Eold-tion R ­ns to'g-I P "351's 126 '/-11.6, Not ftruses it, Inall. EL53-02 ,_ul �C, A_SC_1_,j2kC-d, "t I I`­_1oct.cU1uI1LSt1xk_WA111�-1 a -r— I _"_a__., I F ,jez-m. A'M�Illotrcu type ri I C,d.v ":I,, 200 I" 11catlan Status Approved IA C ...... do'ct - 51-11 �1­f�.)dl (M(BU) -d! Pit UWO IR-GU16-11-5, 10 -Th- ni',W�. - d I Achl,ed 1.1; I "doUl'bulahlonol 'A ...... diar,o. D ano Add,.A/Phd,.jLi­C i65 ",olog. Coln I'll', ul "', I...Il.ti .. ....... tba.— -- ti- wn.�dn.5'1­, NC Z7105 Approved .. inae in HImiz: fir, FLJ50 Ri C, , 'I, 5;!L_UV,-6." I�U-15 (33d) 251-1309 .2 -p-, M d[,nnYj.yri,r(,1.n.rccn, AILI-Iled Sl, ­Ur, D -ay Joyner �.,,:: ::: ,:: I al -In O 'un P ....... : la,.iy�29.1 -o-I'lual'Ilicti unto ­,,: Yes UIrlay,joynerjot ....... oun Technical Rople-LAN, DarrlY J.y,,Ir Add, ­lPhord/ElOal 165 ca"tig. nor' I -and option on,in ,lot L, -d a WIIIJ-L,I�jyaeb,l� f.CtG_P2.jUjLE ?LLInUg.' I I - wit Isi-S"Run, NC 27IU5 0- < (33'6�) 251-13ug clo'no'ciltranor-in qUally Assonance Psnaeserranpa, A,d­s/Pirvji,/ff,­,j cat'gray L -lit, U-14; SULd.teg-, S-orol E.t­or Bob' Awton,bu,s con"I"O'. nounod LVON'tiun Report Posla lall'a roijilteloil AILJ,.,d,l or I Leased f1tilid, Ngf-linnu E,gireor Isr Evaluation R,Pv,t - lamoopy Rordlod Florida Ent"lcon I' �1111UICL Not's "I'd d-lolld 711.11- I. She P-lue the ,valuatIn ,i IF ,,too IJ,P­o PE-OQ14579 QI., Al-nie DAILY CltIC-kTc5t1rqJ 3111keS NA I­ _�Y Q Y A55 -n- Contract C,IPkatj,aI Data 01/01/2099 V11ro-d By Se"en ". Orion. PC I . V1111dot'da Ch-kh5t - THIl'o", ii lartifi-le, If 111d.P.n,,ou'. FI -5302 III C,gi.TomShLI[ii,j,!InRtglitC,arindp,,�UL I �,­ 7.24.21,07 o I _ --f�,�,,,�ds"�d�,d�"dY-,(�rst",d�,d) Standard AN51/DASMA IOU X%l!E iUO2 A5TN E Jon 2oua, 11EMME11111TITMEMM a __ �, ��� Prailct Applov,l MuCicd ll'u"d I opuou, U CA. 'IbOdLood 1.1/10/4"ned B ... V.11.1"ted 0 1107/20 09 p ... Parting PbCApp-al 9 Illry2c, so Bate A, PI, �d V2103120 09 - 5302.4 , " �,a,�,thno (trecog art 11[o,O,,,v D.U. IRC 6C09-1 30� 15, Irfic 9 "10'. — (M I I 0) __ It it. of Use In'tall.lica, fin's n'ticen, IPPI1114 tP, " I In HVHI ,,I FL5302 .r ILIRC-coul. Ill--,, -FU > 0 (D -(— a Approved to , .:. dru.ide HV"Z: Ye, V — fied UY; Tom STELMERDINE - W ,�P­t it-i't.- no III .U4U579 Dei,lqu P '25,71-,1.6 reated by bralpend.at Third P-ty: Yes C _0 -s -O ruh- Eold-tion R ­ns to'g-I P "351's 126 '/-11.6, Not ftruses it, Inall. EL53-02 ,_ul �C, A_SC_1_,j2kC-d, "t I C M G13-9 �Ptlosl d),,11 not be -d I, .111d�bduu. d.Jal, __ _11� LLtij(C!_RL_��_�D big _T�_1RC-6r,Qs-I3o-IL,sdr ,cg:.a 0— . Ill- 'Llocids Is d,-i,,.d as pe,ticil, .rda5ed o I Cleated LY IndIP111d,unt Third Po,w: Yes — ,,or Is Z :3 2 M L. L a ,virle en_t ckto I. W :t"_ a)._0 C - 51-11 �1­f�.)dl (M(BU) -d! Pit UWO IR-GU16-11-5, 10 -Th- ni',W�. - d 0 0 (U :2 .- — M950 .----- 0 C " 0- = I'll', ul "', I...Il.ti .. ....... tba.— -- ti- q) �;: Approved .. inae in HImiz: fir, FLJ50 Ri C, , 'I, 5;!L_UV,-6." I�U-15 a 0 .2 -p-, M ,Sf AppI-.d far ­ bIusba. HVH,. ,as Vourred BY IOM 51ILL-iliCRUINE 004,519 — (Z > . . IV) �.,,:: ::: ,:: I al -In O 'un P ....... : la,.iy�29.1 -o-I'lual'Ilicti unto ­,,: Yes L__ - I.— 'ho, Ewtilulti- Ro,... : Le"Ig'. P--ro I.'5,6/_�9.1, no, for ­ In JIVIIZ. L"A22L-�Ll"_�Llj_.L-24 .01�. .01 ect ti- M -0 I -and option on,in ,lot L, -d a WIIIJ-L,I�jyaeb,l� f.CtG_P2.jUjLE ?LLInUg.' I I - , co 0- < _r_aC_1uI�,JoL)_uaqr ,��,��llf,���'ll,�'ll,�l�d�'u"�d " P. U`i ,I 1I.Fod .1 CrdoLld by ludIrclailut )into P.11LY; Yc� I, to a re'l"on-t cost. - Q I ilia I bit Id i in C ode 0. Il it le �� ... I .. ­ .. � __11_1 _­-_­O­­r1.­ ... -1, "i IM i . IMF ft;---- li� 111c Dll�`bia - , � 0111"11.1 ---- P :!P., I _� Z — ,r , - a - I I N- �4 1 - � , - -. - - , I lass lawwj- nallymp I.ij'xT. I.,,, I 'al,"'o- I ,iQ ...... I I-ood.o. I -.1-1. I 111c,,- I I. -I I --v 1 u- I -, 1 fl- I 0 Qfi*o,W-c!eAnP. .wil ,, , Ioi, x-laylocal -ot 1111, �11 I'll"c- ,�Ian­ as -,""a -'a 1. IIL IF R.,427 -a-1 � it I ,c.,,,,1clIrdrcP,P, 2007 1 111111III-In s"it- A,PrI,,ed Ic ..... rare; Ach,odd Is F'sul"'t lonul-rac, A,a­ Quad. Soon; Add­31ithong/Lulall Los :­II2. c art Voli Ainu-s'l.l." Nc 271o5 " (330) 251.ljoo dlaaV.jIyr.rVa,nau­dn, Authcai.ad SiVaItone Early j."no, dbunly JcYne,v,,r,ur­U, P.1hallej Plin-,lat"U'. U.,"Ov j.yac, Adde's/PherivE ... Ull led corl�g,, ca"'t Wjuiton-'cJcn,, No 27105 (316 451-IjQ9 U.yI�.I'4rI1rlo1­crO Welliny A,-SI,qncq R.pnequtdona , - ",by 1-yu., Aodressipit ... /Lual Amarr G -O . "" 165 cluilve court V6 n tkd1l-ZIle,,,, NC 21IU5 Us o'no, ci,�nna rk.in Cluod.,v L,to'l I It sobcawuwy SaciNnal Elt.lio, udU'A__ ....... ,n, . C..."llonale "Itiod Ev�la,drla ri it,,,, a Fi,,I,, Rcoi�oidd ArIfition I, , U- ­d Florida Pror,ee[ ... I inIgni,e, E EVeloction Report - H.rdcopy Rc,,[�d I'mido E,Qlji,,, I, A,�Plro,L Wine alto del-J-1ed rron- L. 5bel ... �,djry sh- [��linnku, u.,-1 FlIdda Uoar�. FE-UUj,j5jU Q-11ty A­­cq Entity IM,atekTaou,nd SolvIria, NA III Qu.,CtY A,,dian- Contract E,14n,con CcLe 040412utdi v'rd�tcd By 5bo'c" M. wicin ,E ", V4,11tan Cho,ol,t - loadcapy R,,Ii,Id CIIL,ri,L. IF fird,peud,,ara fL5127 fV CU I ran lualblY Wttg�lf I.Udcpcq,�sId U / .' a, 1021 ve f Rotor oil I'd � I- ,r, to I , d Yco, (Or 5 to, arO d) 31sualas It 1.4111 AS I M Edda 2UU2 Eq�v,rerda or Product totordtirds crUl.'d e — — - 5127j cl"ll'a logo I'd zccru ISOV, tr,,ld* cl-aca IUQU and auV f5go, 50VI - Suet IRC-5309-i3o.is Lt ,,ih Pf Us, .u.1.11.1u,al llut-H-ut APP,-I.d to. ... in 1VmZ: No P a', 2 A P ­v d fall da. bounde ri yes Vern 7 Rjl 11 'RCjq��;j ` ed BY: Ph I'd, L Sh v! �'Q�*,"Ullp. 51 IS. In- �I-Itiv.-ogf In_,t R -1 --an Nia v I'd E,Qoldti" -;Ua P ....... I '. 'o.//.ji.G C -11d UY b1d,I,uJo,,t TI, 1,ay: Yes z E-1-1- R.P­ . orb-; Not far uI Ili rVHZ. Cla.,in, not ... I,va in FL� IL7. hvHZ_ d2 Poll s"Uo- 1,Ax _,R�21 ;L,, �qc�E 0 og .o_P � I'Ll- I _j" . " _is 11 Cl ---.:,e 1-)00 2 FLjV_B2 Ac - jLIQ�Pjr __ ,,. E, _jIsr 9.15 S_I,b,nr� ,,Lr — C11rald by fi11vP,rrA­t third Party: Yes - ----- ___ 5427.8 cl,slilo loco and 2000 LSUD, to' wide cl-loo 1000 .ad ZOOS tltsoto, 500[ _. 5", IRC -5316-130-Z4 Until. of Url. ar" ,i 1­114trb. fien, n'ti- ,:it i'll I fin�lfflml: No F 5121 R -ILIRC-11 I5-I3O-24P.E.SeAcdUla,,I­E,Qr A plia.v it 11 , .:: . 'aide HVHZ: Yoo VLliG,d By: ThInal L. 5heInnq`rdJaa FIC PE 0040579 jusnl't .. V_fi, I No.- ` "' 61""' I I oulnu : Not for Use a k'VHZ. Q �Zjjjg rct a_lEblc 1, E-1-0- R.r.- Hi TaU S-icins MAX EE����uodff , I . - r __ d by fi�dep­ddr - rd P, , : Yes - 1-11 4_4 (D (D A—Z: U) -0 85 -FU > 0 (D -(— a -"`-- 0 n - W L_ 0_ C _0 C M ,0 0— . C -D C- Z :3 2 M U) — W :t"_ a)._0 C 0 0 0 (U :2 U) -0 0 C " 0- = L_ -2 q) �;: M L/) a 0 .2 -p-, M LL `+5 — (Z > . . IV) (D L__ - I.— " 0- ti- M -0 4- .S� , co 0- < L, 4 Z Z W mi W :3—; < aef� 2-1 < i n SHEET NO, PA 11111 fill:?i)`;MftWqt19 .terkf.IrIL"j' t 91)rTjajF'r l k .E.•iLi .oar d"ialf iit.i r 'tiitr s�J' h~.',x4fiJls"H: rra"h'Sp'' DCL'I u.Tl. I 11 11 ' JI. PIyl:t-ata, I "t"i- 1 c,E,G : orcin gc 1 -oer-1 ' ill>lcn 1: 1 FaCuu,T 1 F:IS"Lc Map I Lin.- i Ccarch I ��{��$`Product Approval ,jusErr. rpcucusorrr'"'' itlll-i,iRli,ill FL tt P RANI k.PHFtazlij M,eJt I G _y, rl Akk,V;,}:,tl.!i. --4h > /l,l,jk__ to Liu a APPllcarlon Uz-1 FL 11 FL3136-R3 Application Type Affirmation Code Version 2.007 Application Status Approved Comments Impact Resistant: No Archived Design Proasuro: N/A Product Manufacturer Florida Extruders International, Inc. Address/Phone/Emall 2540 Jewett Lane E0 6 R3_AE-KCI_Q/!615VIh<kap-�f Sanford, FL 32771 Created by I ndape lde tt rhird Party: (407) 323-3300 Ext 334 1' x 2' x 3/0' (front/back) x 1/0' (side) _ Y firoke@f1widaextruders.com Authorized Signature Robert Anot use 53:136_R3_II-Mullign_In5ta11_FL3136_6•D6,pdf ramoruso.pe@florldaextruders.conl Technical Representative Robert J. Amoruso Address/Phone/Email 2540 Jewett Lane Eval.ali.0 Reports Snaford, FL 32828 FL3136 _R3_AE FEII002-Rev2-ER_MulJ.gs.pdf (407)323-3300 FL3136_KJ_AE_KC3_QALlcen see.pdf ramoruso.pe @Norldaextruders.com Quality Assurance Representative Lori Phillips Address/Phoue/Email Florida Extruders Int'I, Inc. Installation Instruction. 2540]Swett Lane FL3136_R3_11_Mylllpng _j:(A1t_E.L3,;.Ifl uV@ _,V'.L( Sanford, iL 32771 Verified By Wayne A. Block, P.E. PE _ 52583 (407)323.3300 Created by Independent Ihrd Party: Iphil@floridaextruders.com Category Windows subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Created by Independent Third Party: Llcensed Florida Professional Eng Il nr ha- ___.._..__.___.. 1" X 2-7/16" x 3/8" (fronVitaek) x 1/8" (side) Its Evaluation Report - Haar eteive I Florida Engineer or Architect Name who Wayne A. Block, Pli.D., P.E. developed the Evaluation Report Approved for use in HVHZ: No Florida License PE -52583 Quality Assurance Entity Keystone Certifications, IIIc. Quality Assurance Contract Expiration Date Validated By L.F. Schmidt, P.E. Other: 1) See installation Instructions/Design Pressure N; Validation Checklist - Hardcopy Received Certificate of Independence FL. 11 &R3_COI_Cofl_Mtdlion5.pdf Referenced Standard and Year (of Standard) Standard year. 3136.5 No. FE5704, Flange Tube Mullion - 1714.5.5 ZUU4 Limits of Use ASTM E3886 2002 Approved for rise in HVHZ: No ASTM E199G 2002 Approved for use outside IIVIIZ: Yes AS[M E330 2002 RG13.7 Equlvalutco of Product Standards Certified By 5actluns from tha Coda 200.1 41 afYlml that there are no changes In the now Florida Building Code which affect my pruducl(s) and my pwduct(s) are in eumpliance with the new Florida Building Code. Docunlentatlon front approved Evaluation or Valldatlon Entity tl3 Yes +''3 Plo +'+N/A Product Approval Method Method 1 Up[imt D Date Submitted US/20/2008 Date Validatud 05/20/2008 Date Pending FUC Approval Date Approved 06/05/2008 Smnmary of roved or use -r HVHZ: A f I n N H. No PP �Products Go to Page I ! (D 0 page 1 / 2 a 42 FL tt Model, Number or Ntvno Description 3136.3 Flo. FE5700, Flange Tube Mulllon 1" x 2" x 1/8" Limits of Use m _ - Installation Instructions Approved for use In HVHZ: No ELUIcz_11LI1 011111411 IlUt'ull E11g iii , a1if Approved for use outside HVHZ: Yes Verified by: Wayne A. Block, P.E. PE _ 52583 Impact Resistant: No Craatud by Independent Third Party: Design Proasuro: N/A Evaluation Reports Other; 1 Seo Installation lnstructivns Desp n Pressure / a I( _F F 313'7 1 3 A F !ll) t v _K Mulley I^ f L t E E to 2 I a�pd Dl awrugs for OP. 2) See Mulllon Product Evaluatlon Report E0 6 R3_AE-KCI_Q/!615VIh<kap-�f for wmpl.te list of Undtations and Conditions of Uso. Created by I ndape lde tt rhird Party: a 136.2 N0. FE5701, Flange Tube Mullion 1' x 2' x 3/0' (front/back) x 1/0' (side) _ Y Limits of Use Installation Instructions Approved for on. in IIVIfZ: No 53:136_R3_II-Mullign_In5ta11_FL3136_6•D6,pdf Approved for us. outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52583 Impact Resistant No Created by Independent Third Party: Design Pressor.: N/A Eval.ali.0 Reports Other, 1) See installation Instructions/Design Pressure FL3136 _R3_AE FEII002-Rev2-ER_MulJ.gs.pdf Drawings for DP. 2) See Mullion Product Evaluation Report FL3136_KJ_AE_KC3_QALlcen see.pdf for complete list of Limitations and Conditions of Use. Created by Independent 7h1rd Party: 3136.3 No. FE5702, Flange Tube Fluliiml 1" x 2.7/16" x 1/8" Limit- of Us. Installation Instruction. Approved fm' use In HVHZ: No FL3136_R3_11_Mylllpng _j:(A1t_E.L3,;.Ifl uV@ _,V'.L( Approved fur ....uta -ides HVHZ: 'fes Verified By Wayne A. Block, P.E. PE _ 52583 .Impact Resistant No Created by Independent Ihrd Party: Design Pressure: N/A Evaluation Reports Other: 1) See Installation Instructions/Design Pressure FL3136 IIJ Ar I'CI10_U R-v2_ER Mu111_ons,pdt Drawings for UP. 2) See Mullion Product Evaluation Report FL3136_R3_AE KC1 E)Aucensee.pdr for complete list of Limitations and Conditions of Use. - Created by Independent Third Party: ----- _ 3136.4 No. FE5703, Flange Tube Mullion ___.._..__.___.. 1" X 2-7/16" x 3/8" (fronVitaek) x 1/8" (side) FL3136 R3 AE FEIICO2-Rev2-ER Mulllcns.pdf Drawings for DP. 2) See Mullion Product Evaluation Report Limits of use Installation Instructions Approved for use in HVHZ: No FL313G R3 li Mu It In stall_ FL3136_6-(6.pdf Approved for use outside HVIIZ: Yes Verified By: Wayne A. Block, P.E. PE - 52583 Impact Resistant: No Created by Independent third Party: Design Pressure: N/A Evaluation Reports Other: 1) See installation Instructions/Design Pressure FL3136 R3 AE FE11002 RQV2-FR MUllRuis;,V_df Drawings for UP. 2) See Mullion Product Evaluation Report EI.1116_R3... AE_.,KCI_QAlkensce.pdf for complete list of Limitations and Condition, of Use. ... _.... --.-......___-..-_._._ Created by Independent Third Party: 3136.5 No. FE5704, Flange Tube Mullion - „. __. .._ 1" x 4" x 1/8" Limits of Use installation Llstnwtious Approved for rise in HVHZ: No I_L"3136_K3_11 Dlullion_Install_FL3136_6.06.pdf Approved for use outside IIVIIZ: Yes `✓eilfled By Viayne A. Black, P.E. PE - 52583 Impact Resistant: NO Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: 1) See Installation Instructions/Design Pressure FL3136-R3_AE_FEIf002-Rev2-EFLf4ullion;.,pdf Drawings fur DP. 2) See Mulliuu Product Evaluative Report FI3136 R3 AE KCI OALiceruee.odf fur complete list of Lljuft lUuus and Conditions of Use. Created by Independent Third Patty: 3136.6 _Poo. FE5705, Flange Tube Mullion 1" x 4" x 3/8" (front/back) x 1/8" (side) Limits of Use Installation Instructions Approved for use In HVHZ: No pp - - _ _ _ _ _ __ r F L3136 rt3 II Mulllon Install FL313a 6.06. V9f Approved for use outside IIVHZ: Yes pp Verified 6y: Wayne A. Block, P.E. PE • 52583 Impact Resistant! Yes Created by independent Third Party: Design Pressure: N/A Evaluation Reports Other: 1) See Installation Instructions/Design Pressure FL3136 R3 AE FEII002-Rev1-ER_Mu111mu.pdf Drawings for DP. 2) See Mullion Product Evaluation Report F1.3136_R3_AE_KCI_QALicensee.. f for complete ]lot of Lhnitations and Conditions of Use. Created by Independent Third Party: 313G.7 NO. FE5706, External clip --- _ External clip for lx tuba mullion Limits of Use installation Instructions-_- Approved for use in HVHZ: No 1`0136-R3_11-Mulllon Install FL3136 6.06.puf Approved for use outside HVIIZ: Yes Verified By: WayneA- Block, P.E. PE - 52583 Impact Resistant: Yes Created by Independent Third Party: Design Pi......: N/A Evaluation Reports Other: 1) See Installation Instructlons/Design Pressure FL3t36 R3 AE FEII002-Rov_2_ER_Mullions.pdf Drawings for OP. 2) See Mullion Product Evaluation Report FL313G_R3_AE_KCI QALicensee.pdf for complete list of Limitations and Conditions of Use. v Created by Independent Third Party: 3136.8 , FE 5707, Internal clip Internal clip for 1x tube mulllon v Limit - of Usc Installation Instructions Approved for use in HVHZ: No FL3136 R3 11 Mullion Install FL313G 6.OG.udf Approved for us. outside IIVHZ: Yes Verified by: Wayne A. Block, P.E. PE - 52583 Impact Resistant Yes Created by Indupandwlt Third Party: Dsign Pressure: N/A Evaluation Rept. Uth.r, 1) See Instillabun Instruction„/Uesign Pressure FLK1:3E R3-AE_-FE11002-Rav2-LR_MulllorrIr if Urawings for UP. 2) See Mullion Product Evaluation Report I Oj-' 6 R3 Aft_KCI`QAL!Cetl5ee.pdf for complete list of Llmltatlons and Conditions of Use. --I Created by Indopondant Third Party: 3136.9 No. FE57U3, External clip FT�^ External clip for 2x tube mullion _____ Limit- of Usc Installation InstrucGoru Approved fur use in IIVIIZ: No FL3136123 II Mpllion_fnt.?ll_F-1313ti G-06.pdf Approvcd for use outaido IIVIIZ: Yes Verified By: Wayne A. Ulack, P.E. PE - 52583 Impact Resistant: Yes Created by Independentthird Party: Design Pressure: N/A Evaluation Reports Other: 1) See Installation Instructions/Design Pressure EL313G_R3_AE_E,Ei1UV2-RCv, Mullioli4,p,Jf Drawings for UP. 2) See Mullion Product Evaluation Report E-L�.13@_R3_AE_KCI-QALlcerlseq.pdf for complete list of Unutation, and Condition: of Use. Created by Independent' third Party: 3136.10 No. FE5709, Fin Tuba Mullion 1 X 2' x I/O" Limits of Uso - rs Installation Lttnrctions Approvcd for use in IIVHZ: NO F1.313G_R3 II F141111gL1 1,Lt ty11_f'I, t.I.:J.6_Ej 06.pol Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE _ 52583 Impact Resistant; NoCreated by Independent Third Party:': UM1-.ign Presme: N/A Evaluation Reports Other: 1) Suo Installation instructions/Uesign Pressure 1`1­3136_K3_AE PEII44Z:.ti J.&:.E.iC_MA.1119u5.Vdf Drawings for DP. 2) See Mullion Product Evaluation Report F431_J6 IQ AE KCI QALlcunsuv,pdf (or cvinplele list or Limitations and CUILLIMU 1S of Use. oaated by Independent Third Party: T__ ._�__ ---- 3!36.11 Nu. FE5730, ,it, rube hhrlliuu -'----.-� 1" x 2" x 3/U' (front/buck) x 1/8" (side) I Limits of Uso Installation Instructions roved or use -r HVHZ: A f I n N H. No PP FL3136 R3 II u _ _ fl Il vn Install FL3136 6-U6. df . -. -- - -p_ A r ovcd for use outside IIV 112: Yes PP - cif Ve led 8 Wayne A. Block P.E. PE 52583 By: r Ira act Resistant: No P Created h Independent Third Patty: ✓ P Uesign Pressure: N/A Evaluation Reports Other: 1) See Ductallaton Inch uctlons/Desigtl Pressure. FL3136 R3 AE FE11007-.REVZ-ER_Mulllons,pdf Drawings for Up. 2) Sea Molh011 Product Evaluatlon Report FL3136 R3 AE KCI OALlcensee,pcif for complete list of Unctal101115 dild Condltlons of Use. created by independent Third Party: 3136.12 No. FE5711, Fin Tube Mullion 1" x 2-7/16" x 1/0" Limits of Use ---.-- InstzIlation instructions Approved for use in HVtIZ: No FL3.13G_R3_II_Mullion_Install FL3136_6 06.pdf Approved for use outside IIVIIZ: Yes Verified By: Wayne A. Block, P.E. PE 5258'3 Impact Resistant: PIG Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: 1) See Installation Instructions/Design Pressure FL'3136 R3 AE FEIIQQ -R?v_. -;R f4glllons. pdf Drawings for UP. 2) See Mullion Product Evaluation Report FL3136-R3-11E-KCI QAMCensee.udf for complete list or Limitations and Conditions of Use.Created _ _._. by Independent'fhlyd Party: 3136.13 1 No. FE5712, Fin Tube Mullion 1" x 2-7/16" x 3/8" (front/back) x 1/8" (side) Limits of Use Installation Instructions Approved for use in 11VIIZ: No IT 313_lI__MLd;ian_Install_I LJ1JG 6-06.:j_df FLR} Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE -52583 Impact Resistant: No Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: 1) See butallalimr In Stru CtlQn5/Design Pressure EL3136 R3 AE FEII002-Rev2-ER Muhl.,-ridf Drawings for OP. 2) See Mullion Product Evaluation Report FL}_1.3p_R3-_AE KCI QALicensze,pdf for complete list of Limitations and Conditions of Use. Created by Independent Third Party: 3136.14 No. FE5713, Fin Tube Mullion 1" x 4" x 1/8" Li uits of U.c - Installation Instructions Approved for use kn HVHZ: No FL3136 R3 II Nlullloll iisteLl_FL3136_6-06.pdf Appravud for us. outside HVHZ; Yes Verified By: Wayne A. Block, P.E. PE - 52583 Impact Resistant: NO Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: 1) See Installation Instructions/Design Pressure FL3136 R3 AE FEIICO2-Rev2-ER Mulllcns.pdf Drawings for DP. 2) See Mullion Product Evaluation Report FL3136 R3 AE- KFI_QALicensee.pdf for complete list of Limitations and Conditions of Use. Created by Independent Third Party: 3136.15 `^ No. FE5714, Fin Tube Mullion 1" x 4" x 3/3" Limits of Use Installation Instructions Approved for use in HVHZ: No FL3136 R3 fI Mulfou 1 stall FL3I16 5-06.pdf Approved fur ave outvide HVHZ: Yes Verified By: Wayne A. Block, P.E. 52583 Impact Resistant: Yes Created by Independent Third Party: Design Pre e: N/A Evaluation Reports Other: 1) See Installation Instructions/Design Pressure FL3136 R3 AE FEN002-Rev2-F.&.MLullions.pdf Drawings for UP. 2) flee Mullion Product Evaluation Report I_L'J136_R3_AL_KCl DALiCensee.pdf for complete list of Urnitatons and Conditions of Use. Created by Independent Third Party: 3136.16 No. FES715, Flange sill/fin clip Flange slll/fin clip for 1" x 2" mullion ___-______ Limits of Uso Installation Instructions App i I fou use in IIVIIZ: No FL3136 I ulhvn Install F 3136 R3 I M L. 6-06. App - d fun use uubial. HVHZ: Yes _ -R... Verified By: Wayne A. -Block, P E PE 52583 Impact Resistant: No Created by Independent Third Party. Design Pressure: N/A E-1-Amn Reports Other: 1) See Installation Instruction -/Design Pressure FL3136 R3 AE FEII0rr7-jiay&ER_Mullions.pdf Drawings for DP. 2) See Mullion Product Evaluation Report FL3136 R3 AE KCI OALicensee.pdt for complete list of Limitations and Conditions of Use. Created by Independent Third Party: 3136.17 - Plo. FE5716, Flange sill/fin clip Flange sill/fln clip for 1" X 2 7/16" mullion Limits of Use Installation Instructwns Approved for use in HVHZ: No FL3136R3ILLI qui _1_lnstall_FI.3136_G 01STidf Approved for use outside IIVIIZ: Yes Verified By: Wayne A. Block, P.C. PE - 52583 Impact Resistant: No Created by Independent Third Party: Dalgn Pressure: N/A Evaluation Reports Other; 1) See Installation Instructions/Design Pressure FL3,136_R3_AE_FEIf002-Rev2-ER Mull1g05,p41f. Urawing, for UP. 2) See Mullion Product Evaluation Report F0136 R3 AE KCI OALit9D see,pdf for complete list of Lintllatiuns arid Conditions of Use. Created by Independent Third Party: 3136.18 No. FE5717, Flange Tube Mullion ?" x 4" x 3/8" (fronVicack) X 1/8'• (Side) _ kilt t 1tiXtltl7 I f' t k ''` f 'yj kis .�fl• .� �� sZZ (v 11 tits fII pi r A 3 1� „ ) t Ocllon.- I, Lap L, I U;ir P.ayblrpton I notropics i. Submlt5uchaloe .; iTdarrFr"tu"'' i" �Lkr : ceFtfit"d)' Yr't )1ur�sarlt-rrlaas011u113 1 Ltats&Farrs 1 Pubrcnuuns I FDCStoff I Lc'Vs_Icarrlop 1 U111c I __arch I r'0.;.' pf.duct Approval r 1 t �I0VSEIL: VublC lY er Evaluation Report from a Florida Registered Architect Fnzl' 18 -lh-' a Dienu> nnduo- 10p = airn, arouo ran , Appllcatlorn Detat FL # FL5444-R2 Application Type Revision Code Version 2007 Application Status Approved Comments Created by Independent' third Party: Yen Archived „„ Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Erna 11 PO Box 1100 Code Version 1400 Union Meeting Rd 10/01/2010 Blue Bell, PA 19422 Validated By (215)274-2350 Comments rich ard.a.sn yder(psal n t -g obaln.core Authorized Signature Richard Snyder Certificate of Independence richard.a.snyder(wsalnt-gobain.cmt Tuchnical Representative R. Allan Snyder Address/Phune/Entail PO Be. 1100 3773 State Road 1400 Union Meeting Rvad 2003 Blue Bell, PA 19422 ASIM U'J452 Allan.R.SnyderQ-,aint-gobain.com Quality A5unrance Representative Address/Phone/Email Category Roofing I t f !. --1j, a.. .. l t e..., 1 (I 1:W ; a .... ,� .e,.._,...,.... ...x a ,. "IR 1t �� Subcategory Asphalt Shingles r 1 t Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed .'Pa•, �.,h,n t : urhuun t `t,t: f. Fn, F I P,b4.at Florida Professional Engineer � !a Product Approval �'( Li 'I'll. of Us. E Evaluation Report - Hardcopy Received USER: Pater V,.'f Florida Engineer at Architect Name who developed Robert Nueminen ,.d---.-1'-, ,> r rd.� j�Zrj PkatNO.i _Il' ArL4c_tunl the Evaluation Report Created by Independent' third Party: Yen FL 9 Florida License PE -59166 Application 'rype Quality Assurance Entity Underwriters Laboratories Inc. Code Version Quality Assurance Contract Expiration Date 10/01/2010 Application Status Validated By John W, Knezevich, PE Comments 402 Boyer Circle 9 Validation Checklist - Hardcopy Received Archived Certificate of Independence E-5444 R2 ! ,Qj_jrinity ERD Ccrtlhcalton of indeoendtilce.pdf Product Manufacturer Referenced Standard and Year (of Standard) Standard Year 3773 State Road ASTM D3161, Class F 2003 Cuyahoga Falls, OH 44223 ASIM U'J452 2004 (330)922-2389 ASFM 07158, Class H 2UU5 Equivalence of Product Standards Certified By Sections front the Code Product Approval Method Method 1 Option D Date Submitted 07/27/2009 Data Validated 08/13/2009 Date Pending FBC Approval 08/31/2009 Date Approved 10/13/2009 FLK I Model, Number or Name 5444.1 CertainTeed Asphalt Roofing 9 Shingles Limits of Use Approved for use I. HVHZ: No Approvcd f.r use .ut.Fde IIVIIZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to ER Section 5 for Urnits of Use D.G"IP tion 3 -tab, laminated, architectural and 4tab asphalt coo( shhlgles _-_._-__..-_ Installation Instructions f L5444_R2_II_er072709Fh7AL Asphalt Shingle FI -5444- R2.udf Verified By: Robert Nieminen, PE PE-591GG Created by Independent Third Party: Yes Evaluation Reports FL5444 R2 AE er072729FIPIAt_r15pllalt`illlnale FL5444- R2.pdf ,Created by Independent Third Party: Yes �1 L L'X-1 -1111-1111 Wpartntera of CemmuaXyAR 1rs Flerlda H.ndlnq Code online Codesand Vt dvrds J ,i ) 'is,u'rva,d r damws P-&, 4zJJ921co nSrr tx k.. 1.. 13F' i ...�. .... ..... j� f a 1 t It • y �} £ ;- t{ ns. +(f({ ,f �1 I SS .. t •+ 1 �.: 02/12/2U09 I t f !. --1j, a.. .. l t e..., 1 (I 1:W ; a .... ,� .e,.._,...,.... ...x a ,. "IR 1t �� .t f._ E. � r 1 t C��... m d't1P+.+.?ifle'(,ut�trl .c.Iru!'.?iil''W.•(i.d%.a' L.r��.%.z7+G-rl i1Fr•�`is ! efts finm� In In ll:n nr ';rrat'�, H 6 � _ J k v[ maF c5 1 .'Pa•, �.,h,n t : urhuun t `t,t: f. Fn, F I P,b4.at _1 mr.^•.talr; {x'.I:i,; Ln MCV 11,iiI Suitt I e � !a Product Approval �'( Li 'I'll. of Us. Installation Instructions USER: Pater V,.'f FL12103 Ro 11_Covunhy,;pdf Approved for use outside HVHZ: Yes ,.d---.-1'-, ,> r rd.� j�Zrj PkatNO.i _Il' ArL4c_tunl :t :•APPlicatien Uctail Created by Independent' third Party: Yen FL 9 FL12103 Other: For use as exterior cladding only, Not for use Application 'rype New (Double Created by Independent Third Party: Yes Code Version 2007 rrlple 3" 1-/- 86.5 pcf with nails. Application Status Approved KAYCAN LTD Comments 402 Boyer Circle Kuvisiu i Archived ix, (905) 793-9462 Ext 235 Product Manufacturer A151de Authorized Signature Addres5/Phone/Email 3773 State Road alex.Jovanovlcpykpproducts.com Tedndcal Repleseutativa Cuyahoga Falls, OH 44223 Address/Phone/Email 255 Surnmerlea Road (330)922-2389 Brampton, NON -US 05476 nfi ornpsonrrualside.com 6940 Stuart Ave Authorized Signature Nlck'rhonipson Alex lovanovic Address/Phone/Email nthonlpsont`EJ4F5ide.com (9U4) 783.8400 Technical Representative Nick Thompson (416) 553-6618 Address/Phone/Email 3773 State Road Category Panel Wails Cuyahoga Falls, OH 44223 Soffits Compliance Flethod nthonlpsuu@al%de.curn Evaluation Entity Quality Assurance Representative lack Flowery Architectural Testing, al L. Address/Phone/Email 3773 State Road Validated By Robert A. Walz, PE Cuyahoga Falls, OH 44223 R Validation Checklist - Hardcopy Received Certificate of Independence (419) 853-4656 Referenced Standard and Year (of Standard) Standard year jmnwery(^_lalside.com ASTM D3679 2005 Category Panel Walls p o box 6310 Subcategory Siding jacksonville, PL3223G Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer clorkUtleancamnt f� Evaluatlon Report - marticopy Received Florida Engineer or Architect Name who developed Alan Reeves the Evaluation Report Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Florida License PE -19354 Certification Agency Quality Assurance Entity Architectural Testing, Inc. Validated By Quality Assurance Contract Expiration Date 12/31/2011 Referenced Standard and Year (of Standard) Validated By Stevan M. Urlch, PE TAS 100 (A) 'TGE Validation - - Checklist HardcopyReceived Certificate of Independence FL1�.L11 Rp COI cert of Ind,pendence.odf Referenced Standard and Year (vf Standard) Standard Year ASTM D 3679 2005 Equivalence of Product Standards Certified By Sections hunt the Code Product Approval Method Method 1 Option D Data Submitted 02/12/2U09 Date Validated 02/25/2009 Date Pending FBC Approval 03/01/2009 Date Approved 04/07/2009 • 12103.5 -- Coventry Vinyl Siding ________-.._..-_.__.__._....,._ Li 'I'll. of Us. Installation Instructions Approved for use in HVHZ: No FL12103 Ro 11_Covunhy,;pdf Approved for use outside HVHZ: Yes Verified By: Architectural resting, Inc Impact Resistant: N/A Created by Independent' third Party: Yen Design Pressure: N/A Evaluation Report, Other: For use as exterior cladding only, Not for use In FL12303 RQ, AE-r2vrn-tl_y,ptlf HVHZ. Allowable Design Load for all configurations (Double Created by Independent Third Party: Yes 5", Double 5" Dutchlap, Double 4", Double 4" Dutchlap, and rrlple 3" 1-/- 86.5 pcf with nails. t5 tEe, Ili . Id l ! x „ } :1 ? I'_ -. :lr e. r, r11 �III- W VENTRV.- t .,.j1T x .:.lt7f LIrile �:..r 4 r �€J'#3I :.1 r- r-, lti "'�.`M .a- _ - ,ri,s u .. 'tR i' `moi.°L---".fL.fi� "u OCISHomr. i main I II,.. r.epalradon I Hut T.,Ani l ;,hmt.iud.,tju I Stals&FacL. i 'ublr.-blitz I Fac.';hff I nr r55[e Fllp U,ic: 1 „c,rch I xry%A\, 1 i ,fit Prod ct Approval 01/31/2009 USER Mull J-1 bm;f,.r•.it�F1L-S'� iuod¢tA 1111111IX1 I1>rmdin-1 nr 11k.11lnn'.aL:b,d1:4V:,1,Wjj Bstx Applictlt U�taa FL d FL12199 Application Type New Code Version 2007 Application Status Approved Conu»ents - Ardtivad t5 Product Manufacturer KAYCAN LTD Address/Phone/Email 402 Boyer Circle Kuvisiu i Williston, VT 05495 Code Versiun (905) 793-9462 Ext 235 Design Pressure: N/A alez.)ovanovlc(g)k pprodu ct5, cum Authorized Signature Jovanovk Alex Cou rniunts alex.Jovanovlcpykpproducts.com Tedndcal Repleseutativa Alex Juvanovic Address/Phone/Email 255 Surnmerlea Road Product Manufacturer Brampton, NON -US 05476 (905)793-9462 Ext 235 6940 Stuart Ave alex.jovanvvic@kPProdu CeS,cont Quality Assurance Representative Alex lovanovic Address/Phone/Email 255 Sun .merle. Road (9U4) 783.8400 Brampton, NON -US 12345 (416) 553-6618 Product Manufacturer alex.jovanovcUkpproductn.rom Category Panel Wails Subcategory Soffits Compliance Flethod Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evalualicn Service, Inc. Quality Assurance Entity Architectural Testing, al L. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Robert A. Walz, PE R Validation Checklist - Hardcopy Received Certificate of Independence FL.12199 RO COI ICC Certificate of fi deoendence,odf Referenced Standard and Year (of Standard) Standard year Quality Assurance Representative ASTM D3679 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option C Date Submitted 02%16/2009 Date Validated 03/02/2009 Data Pending FBC Approval 03/05/2009 Date Approved 04/07/2009 FL It I Model, Number or Name Description I _. - .-_.._._ _-.-_. -._.-_- 12199.1 Center Vented 12"/Solld 12" Triple 4' Partially Perforated Vinyl Soffit Limits of Use Installation Instructions r_ Approved fm- use in HVHZ: No FL12199 RO If Ka -an Ir stdllratlQll.pdf Approvcd for use outside HVHZ: Yes Verified By: ICC Evaluatlon Service, Inc. Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-7U Evaluation Reports Other: Must be installed as per the manufacturers FL11199 R3 AE ESR -142S jad.IJy,pdf 5 f +'"t' ! ' i tU t.E'T J .1.idh df4l f J r ,E } A (m �� �1 t 1 mber or Name Fytt.". Do.criptlon x"it13i Vg..1fl r :+dJiht 1110 , :. S m.. a t l W �1 Ri f" f �' -f1 W VENTRV.- 4 r . k I :'.t 1 1# k)t{{{{ k f ! Sa{1" x ,.Y _. FL2075 R3 C CAC 07-1105.06 RVIU MIAFII DADE,pdf Approved for use outside HVHZ: Yes yI . 01/31/2009 FRC�`(SYR'ifs`�L+,'cFut bm;f,.r•.it�F1L-S'� rlr.l.i 41c -n In In � ll- F-'- I 0 I „M •0 �trollot � Ha[toyK3 I Sub,nt Sul elwlga i 51n17&Gael: 1 P,hGral - I i rc,,. - Fnr. ;,tall � rICI3 `=lo Mnp � lin.. ..ea:d, ( ,LIS" Application Type Created by Independent' Hurd Party: til I Product Approval Evaluatlon Report. Application Status Useli: FutIK U',a 7r Comrnen L5 06/09/2009 OAa9 ;%A+O[Cpi i4::I APPlkatoU<L,41:Jitta'ILLYAIL-FialdC VEN rKV10 FL N FL2075-K3 Approved for us. in HVHZ: Yes Application Type Kuvisiu i Quality Assurance Contract Expiration Date Code Versiun 2007 Design Pressure: N/A Application Status Approved FI 7075 It t_11_V111u5U6 RV 10 MIAPII DARE. tt df Cou rniunts Verified By: MlarriDade BCCO - CER Tedmlcal Representative Archived 1.1 Evaluation Reports Product Manufacturer Florida Metal Products Inc. Address/Phone/Entail 6940 Stuart Ave jhkdI ey@,erneWIs.cum Quality Assurance Representative Jacksonville, F1.32254 Address/Phone/Email 11601 Industry drive (9U4) 783.8400 Jacksonville, FL 33218 clark(gtflamco.cont Product Manufacturer Authorizud Signature Clark Jones Roofing subcategory clark@flarnco.com Compliance Method Technical ReprUsentative dark Jones Miami -Dade BCCO - EVL Address/Phune/Email p o box 6310 Quality Assurance Contract Expiration Date 04/15/2014 Jacksonville, FL 32236 Miami -Dade BCCO - VAL (904) 783.3-IUU clank@flanlco.com Quality Assurance Representative clarkjone5 Address/Phan,/Email p o box 6310 Robert Andrade jacksonville, PL3223G (9U4) 7133-84011 clorkUtleancamnt Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Certification Mark or -sting Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) gGutvlard Year TAS 100 (A) 1995 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Data Submitted 06/05/2008 Date Validated 06/30/2008 Date Pending FPC Approval 07/08/20U8 Date Approved 09/15/2008 So10a of Products --------- -- FL # mber or Name Fytt.". Do.criptlon 2075.1 _ W VENTRV.- Limit. of U.e Certification Agency Certificate Approved for nee in HVHZ: Yes FL2075 R3 C CAC 07-1105.06 RVIU MIAFII DADE,pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant N/A 01/31/2009 Deign P ... e: N/A Installation Instructions Otis: 1-L_,'__2075 R3 li 07.11115.0G RV IIJ MlAflt UFlUE.udf FL it Verified By: Miami -Dade BCCO - CER Application Type Created by Independent' Hurd Party: Code Version Evaluatlon Report. Application Status Created Uy Independent Third Party: Comrnen L5 06/09/2009 2075.2 flNTRVIO - VEN rKV10 f Use Limit. cif Cetificati.n Ag ... y Certificate -- r Approved for us. in HVHZ: Yes FL -2W -3_R3 C CAC 07110506 RVIO MIAP1I DADETulf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant-, N/A 03/13%2013 Design Pressure: N/A Installation Instruction. Otheri FI 7075 It t_11_V111u5U6 RV 10 MIAPII DARE. tt df Code Verslon Verified By: MlarriDade BCCO - CER Tedmlcal Representative Created by Independent Third Party: Address/Phone/Elnall Evaluation Reports Created by Independent Third Party: packnext ECAAamn esu.. Certlfkate of hrdependence Referenced Standard and Year (of Standard) Cquivalenca of Product Standards Certified By Sections from the Code Standard TAS 100 Y51ar 1995 Approved Evaluation Entity FI 11024R0_&iuly_ZQQP-J10A vffg3ther l nt.p( f ll-- ��pp�� ! r'l dine I i t t l r i k'' fMR itiI9(, tphp i3I � ."i _ i Fi 1 Hnme t Lop 4, I Vuer Rtgunat'an I Hut Tupc-: I ,i ,hmh,^irrn, .un , to r r f YII d 1Mimi tti& ft}} .I111qq�� f,ij" lifF#.� ,. If __- sps �Il';;Ide:) r� .+,u'1�ri'PP",t . ,kat;&Poeta I Pu.lkat pro I rEC ,lelf j. i , (36'81 ',,gpa �f'1 1aA`"�'� -. _..___­.- - :n! .. j y; !1. . .... xist' i':: rI,i`4. It ... M'' n " ij a f ''Z. Z3 � 1 I ] t , 1 A"uYi •yy: "I',^tft y '}.}, t -'.:''x: ryt xN't.T, ,}t'iilA ,,t- 11 E. LCA`L.A[k.Ty.1.1�.LA.^k,.sSYldr,ietA}k LS SN$a,TiriWl Sas Horne I Lea In I lr..r'Pru:hntnn 1 ant Tnpr: 1 5,hmt : Mo 9n 1 5ta3&Fait I P,LIh,dl r. I F CSIE,ff I rifle stn blap I urks 1 =conch I Approval Metal Tech, Inc. ''ttOProduct USER: Felilr U_er 7(535 w 2nd Ct E19d Y -t Appi4yal Maiiu , N, `ju t o, APOlcana„ =earth i APnkcotan I,:t> gpPlkitlwn 0etall FL it FL11024 Application Type New Code Version 2007 Application Status Approved Comrnen L5 06/09/2009 Archived N Product Manufacturer Southeastern Metals Flfg. Co. Address/Phone/Email 11801 Industry Drive FL4004-R2 Jacksonville, FL 32218 (904) 696-4602 _~fit jhkelsey@semetals Com AuthorlZed Signature Jeremy Kelsey Code Verslon J h ke ISey la semeta lS.com Tedmlcal Representative Jeremy Kel,uy Address/Phone/Elnall 11801 Industry Dr, Jacksonville, FL 32218 (904)757.4200 Ext 4,582 Continents jhkdI ey@,erneWIs.cum Quality Assurance Representative Garry Shotsberger Address/Phone/Email 11601 Industry drive Jacksonville, FL 33218 (904)696-4204 Product Manufacturer gpshotsberger(g)semetals.com Category Roofing subcategory Products Introduced as a Result of New technology Compliance Method Evaluation Report front a Product Evaluatlon Entity Evaluatlon Entity Miami -Dade BCCO - EVL Quality Assurance Entity Mlaml-Dade BCCO - QUA Quality Assurance Contract Expiration Date 04/15/2014 Validated By Miami -Dade BCCO - VAL Certlfkate of hrdependence Referenced Standard and Year (of Standard) Cquivalenca of Product Standards Certified By Sections from the Code Standard TAS 100 Y51ar 1995 Approved Evaluation Entity FI 11024R0_&iuly_ZQQP-J10A vffg3ther l nt.p( f ll-- ��pp�� ! r'l dine I i t t l r i k'' fMR itiI9(, tphp i3I � ."i _ i Fi 1 Hnme t Lop 4, I Vuer Rtgunat'an I Hut Tupc-: I ,i ,hmh,^irrn, .un , to r r f YII d 1Mimi tti& ft}} .I111qq�� f,ij" lifF#.� ,. If __- sps �Il';;Ide:) r� .+,u'1�ri'PP",t . ,kat;&Poeta I Pu.lkat pro I rEC ,lelf Ia ! ( -..__ i , (36'81 ',,gpa �f'1 1aA`"�'� -. _..___­.- - Code Version .qn^^ .Y't^. •. ,rn"mF.:!'�,dtSr�i 1 nCli iln Man E I'nA: { n, -ch to Product Approval USER: Puuc user F09141 A��rvnvcl'4ew % Pioditt nr h,nrc:t'un ri_u+l� • _LUxaic,J.p1; Applkatlon Uu"il FL rt FL722-R2 Application Type Revision Code Version 2007 Application Status Approved Comments A Evaluation Report - Hardcopy Received Archived H Product MdRUfa Cturer Metal Tech, Inc. Address/Phone/Email 7(535 w 2nd Ct National Accreditation and ManageuleuL Instltula Hialeah, FL 33014 12/31/2010 (305)970-7507 ORLANDO L. BLANCO, P.E. stevert9nteta I tech.com Authorized Signature Steve Pulliam F�2 R2 COI 024 cert indioend.1A Engineering@metaltech ram Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Stant, Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Llcensed (� t11 F" �. Florida Professional Engineer a..: I A Evaluation Report - Hardcopy Received Florlda Engineer or Aidiilect Name who duvelQped Robert S. Munsuur the Evaluation Report Date Submitted FlvndaiC6n' L�a PE -11955 QuaIILy Assurancs Entity National Accreditation and ManageuleuL Instltula Quality Assurance Contract Expiration Date 12/31/2010 Validated By ORLANDO L. BLANCO, P.E. Created by Independent Third Party: Yes Validation Checklist - Hardcopy Received Certlficatu of Indepundenca F�2 R2 COI 024 cert indioend.1A Referenced Standard and Year (at Standard) S[m,tl:,rd Ycar 06/09/2009 ASIM E 330.132 2002 Prod,re AIPoviI N ,1:lpd., u'A{plkatlon`_ea il: Arrleut.nl .r: APPlrgdnnU tell SSTD 12-99 1999 Equivalence of Product :standards Certified By Section, front the Code Product Approval Method Flethod 1 Option D Date Submitted 01/27/2009 Date Validated 02/02/2UU9 Date Pending FBC Approval 03/11/2009 Date Apprwed 04/07/2009 FIL K Model, Number or Ntun. Do.,. ipliun 722.1 .024 Galv. Steel Hurricane Panel Limits of Use Installation Iostructio Approved for use in HVHZ: No FL122 R2_11 024 g[rayi ny,pdP Approved for use outside HVHZ: Yes Verified By: Robert S. Monsour PE 11955 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Not for use In High Velocity Hurricane Zones of the FJ:Z; 2R7._.4JL_Q ,L-e.Yrllg3tt4.R,pdf Florida Building Code. Maxlmwn Span 140" at 24.52 P.S.F. Created by Independent Third Party: Yes M --norm, Design Load 103.02 P.S.F. With a Span of 55" n ...piflPk#€„# Shutters Subcategory <i:m 't41 g -nil ._ Evaluation Report from a Florida Registered Architect or a Licensed (� t11 F" �. Florida Professional Engineer a..: I L4121-..,. • the Evaluation Report Date Submitted s f lJ9trtxl� YS.T911 �FSa'ffdint:10-,xwtd..E•^22tA '.ii1 2F UC12I me I Lou in', J,cr Keo;nanon I Fiot Tov+u I Suhmkaucha �c I Mata P. Face I Pu -11,,,u , I FOC:tan I eCK ste Map 1 uiks i "cinch I %�Product Jesus Genzal." P.E. Created by Independent Third Party: Yes ti` Validation Checklist - Hardcopy Received Certificate of Independence. (x Approval '� Usm: ME, U;.r Referenced Standard and Year (of Standard) Standaai Year 06/09/2009 ASTM E330, E1996, E1886 2002 Prod,re AIPoviI N ,1:lpd., u'A{plkatlon`_ea il: Arrleut.nl .r: APPlrgdnnU tell 1 FL !J O FL4004-R2 �� Application Typo _~fit Revision M 0 Code Verslon �j/yy `JJ 2007 Application Status Approved Continents Archived t Product Manufacturer Anthill Hurricane Shutters Inc Address/Phune/Email 13000 NW 3U Avenues Opa Locka, FL 3305.1 (305) 6138-4701 Ext 19 anthony@alufabhurricane.corn Authorized Signature Robert Andrade antllotiy@alufabliurricariQ.com T6chnicil Ruplaseutallve Pedro De Figuehado Address/Phune/Emall 0971 Wee Sunrise Blvd. 104 Planta Liun, PL'3331'J Engco@aol.coul Quality Assurance: Representative Address/Phone/Entail Category Shutters Subcategory Stamm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Approved for use in HVHZ: Yes Florida Professional Engineer Approved for use outside HVHZ: Yes Et Evaluation Report - Hardcopy Received Florida Engineer or Architect Name 'mho developed Pedro De Figueiredo the Evaluation Report Date Submitted Florida License PE -52609 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2010 Validated By Jesus Genzal." P.E. Created by Independent Third Party: Yes ti` Validation Checklist - Hardcopy Received Certificate of Independence. FL4804 R2 CO,( -,-.99-,932 Cl,pctf Referenced Standard and Year (of Standard) Standaai Year 06/09/2009 ASTM E330, E1996, E1886 2002 Equlvalence of Product Standards Ccrtlfled By Sections (corn the Code FL # .._---_.-,_,-� Model N mber or Name ._.._,_ -.-..._.. ._.__ 'Weather -Vent" Product Approval Method Method 1 Option U Product Approval Method Method 1 Option C Approved for use in HVHZ: Yes FL11024 RO II 2OU8 NQA Weather Vent. dfdf Approved for use outside HVHZ: Yes Verified By: Miami -Dade BCCU - EVL Date Submitted 04/10/2009 Date Submitted 07/09/2008 other: FL11024 RO AE 2008 NOA Weather Vent.odf Date Validated 07/17/2008 Date Validated 04/22/2009 as per drawing 09-032. Created by Independent Third Party: Yes Date Pending FBC Approval 135/10/2009 Date Pending FBC Approval 07/18/2008 Date Approved 06/09/2009 Data Approved 09/15/2008 1 FL # .._---_.-,_,-� Model N mber or Name ._.._,_ -.-..._.. ._.__ 'Weather -Vent" -_ Description __ __.-...___, off -Ridge Static roof vent 11024.1 Limits of Use _ Installation Instructions �~ Approved for use in HVHZ: Yes FL11024 RO II 2OU8 NQA Weather Vent. dfdf Approved for use outside HVHZ: Yes Verified By: Miami -Dade BCCU - EVL Impact Resistant N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports other: FL11024 RO AE 2008 NOA Weather Vent.odf sack 1'•-I x:g Adm nr,r. ­ Vepannwnr or Conunralry ArlalS Fbrrda nul"WIt Cod, OMrh Cocks and Sta,xlardc 255,', $humaN Cok t,U1.1d 1Sllahassee, Hvvd, Mull) 050) -1137-1011. Fdx SU) I t -1-N I16 I_-...�.___ _ FL # � Model, Number or Name Description 480.1.1 24ga & 22ga Steel Storm Panels Corrugated 22ga and 24ye Steel Storm Panels Limits of Use Installation Instructions Approved for use in IIVHZ: No FI4804 R2 II 09-032 D4"JG.odf Approved for use outside HVIIZ: Yes Verified By: Pedro De Flguereido 52609 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +104/•104 Evaluation Reports Other: Product to be manufactured, designed and installed FL4804 R2 AE o9.03aa PER.Is f as per drawing 09-032. Created by Independent Third Party: Yes Bal nal 11 Ad"'. -Imran Oeparfn,enf ur Ccn... -Ry AH i,. Fkride fl Ad,g Code Online Cod- and Standards -1_., Sl.vmurd Uak Ccu'e'rard 11 (D W� `� VJ �. O CW if / 0- 0 ® 4 C 'a). � 'f"r �l' W nn 1-.1.. //�I �. W W -0 TRV ® `- a 0 o F 1 M O �� �^ _~fit 0 0- M 0 �oa� �� T _� �j/yy `JJ u i i ZY SHEET N0. PA 1.2 11 4 r 41 4 1 r y SHEET N0. PA 1.2