Loading...
HomeMy WebLinkAbout336 Bella Rosa CirCITY OF SANFORD toll BUILDING & FIRE PREVENTION P� t IT)PPLICATION � Application No: 1 -I Documented Construction Value: Job Address: -� ���lCw '�d°I q- Historic District: Yes G No (� i'arcel 11): coq- l`1 �(_ �� Y CY C_) - l a Zoning: Description of Work: Plan Review Contact Person: -So vE Title: f.,&'C- r\j i Phone: N1 C' _ o3Co3 Fax:([a �l �{`l ct� 1—t LF�o E-mail: �i Svc \y-tE e. Property Owner Information Name L.F-NN�ArZ kor-ies- LJ. -C- 11houe: \-t o0 Street: 15S'E�U 1-._%Gvt-rwavc -1 CL\vt `)�,k-ce: 2to City, State lip: i V L� Name Resident of property? : Contractor Information Street: V5:)50 1 ic.Fl�wfl�e Lll2wF_ `:�e'rrc = 210 City, State Zip: 1'hor►c: (-(�-t � �-1-i�� - �-1 �1 l Fax: -k a7 -4-A9- N-1'-kt-0 J r State License No.: C �.iC -- I5' 1 M)(0 Architect/Engineer Information Name: I"jP See. �iS�aC _ Phone: F `no- a5-��) Street: 3. 0r -(\gZ \cFax: (N5'�J-rbo-V City, St, Zip: 'Ou:�a 1 t- E-mail: 1 a;cj , p Il�bucvi Bonding Company: Address: A Building Permit d Square Footage: �/ ! No. of Dwelling Units: % Electrical Ci Mortgage Lender _�fl Address: PERMIT INFORMATION Construction Type: No. of Stories: Flood Zone: A, Plumbing E� / New Service - No. of AMPS: aco New Construction - No. of Fixtures: Mechanical EE((Duct layout required for rlew systems) Fire Sprinkler/Alarm ❑ No. of heads: w-�) 343- `� a . - S�3 ,05- - S-101- \ CACts. A.B. Anchor Bolt Abv. Above A/C Air -Conditioner Adj. Adjustable A.F.F. Above Finished Floor A.H.U. Air Handler Unit ALT. Alternate B.C. Base Cabinet B. F. Bifold Door Bk Sh Book Shelf Bm. Beam BOT. Bottorn B.P. Bypass door Brg. Bearing Cir. Circle Clg. Ceiling Col. Column Comp. A/C Compressor C.T. Ceramic Tile Mas. Dryer Dec. Decorative Ded. Dedicated Outlet Dbl. Double Dia. Diameter Disp. Disposal Dist. Distance D.S. Drawer Stack D.V. Dryer Vent D.W. Dishwasher Ea. Each E.W. Each Way Elec. Electrical Elev. Elevation Ext. Exterior Exp. Expansion F.B.C. Florida Bldg. Code Fin. Flr. Finished Floor F.G. Fixed Glass Flr. Floor Fdn. Foundation Flr. Sys. Floor System F.PI. Fireplace Ft. Foot / Feet Ftg. Footing FX Fixed Galy. Galvanized G.C. General Contractor G.F.I. Ground Fault Interrupter G.T. Girder Truss Hdr. Header Hgt. Height HB Hose Bibb Int. Interior K/Wall Kneewall K.S. Knee Space Laun. Laundry Lay. Lavatory L. F. Linear Ft. L.T. Laundry Tub Mas. Masonry Max Maximum M.C. Medicine Cabinet Mfgr. Manufacturer Micro. Microwave Min Minimum M.L. Microlam Mir. Mirror Mono Monolithic N.T.S. Not to Scale Opn'g. Opening Opt. Optional Pc. Piece Ped. Pedestal P. L. Parallam PLF Pounds per linear foot Plt. Ht. Plate Height Plt Sh. Plant Shelf PSF Pounds per square foot P.T. Pressure Treated Pwd. Powder Room Rad. Radius Ref. Refrigerator Req'd. Required Rm. Room Rnd. Round R/SH Rod and Shelf SD. Smoke Detector S. F. Square Ft. Sh. Shelves SHT Sheet S. L. Side Lights S.P.F. Spruce Pine Fir Sq. Square S.Y.P. Southern Yellow Pine Temp. Tempered Thik'n. Thicken T.O.B. Top of Block T.O.M. Top of Masonry T.O.P. Top of Plate Trans. Transom Window Typ. Typical UCL Under Cabinet Lighting U.N.O. Unless Noted Otherwise VB Vanity Base Vert. Vertical V.L. Versalam VTR Vent through Roof W Washer W/ With W/C Water Closet W.A. Wedge Anchor Wd Wood WP Water Proof 191 11 NEW BASE PLAN 02/12/09 -1 CODEA 04/2"0/09 2.01 FIELD WALK CHANGES 6/11/09 2.02 GENERALCHANGES 8/10/09 2 1 ,9/10/09 1 ADD EXT. IN BATH 2 10/05/09 3.04 REVISE KITCHEN LIGHTING 12/02/09 3.05 ADD PORCH OPTION - ELEV. "D11 12/10/09 ! TUB DECK �, •� 01/06/10 3.07 CHG. COACH LT. SWITCH '115/06/10 0EXHAUST e;,ptvt'c�fi� �UiL�1i't3�ortD►T►Ot`1At. REVIENJCp AND - SHALt-D� ARE MIT A PERMIT 1550 OD EES) y�TTFI TFrESE PLANS <CON�TR D Ft P _ - AU T� T�, a O VpF p,TE, AGGE TO BE 1IORITY TFIE NY iF1E WORK AND SER OR 5E•T A'coDEs, NOR gHALL CANC F_l_. �R rECI-INICA- fhIE 13UILGING IT PREVENT ORRECr F FiOVIS;IONS OFHF A PE RMTER REnUIRING A C ioN ISS>UANCE Oi..,�rREAF PLANS CONSTRUCT L7"r P T FRONT �, N, -THE CODES. -TION OF E' �V� 0 }TION`-; OF THE C OR (DTI -IFR MODEL F14u 1671 INDEX OF DRAWINGS— SHEET(' DESCRIPTION SHEETI 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 STRUCTURAL NOTES 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 f SAN50FZD BUlWINd BCW. THESE PLANS ARE REVIEWED AND CONDI`r'IOi\ALILY ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL. AL'rcn. OR SET ASIDE ANY OF THE PROVISIONS, OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING DEPT MIONI THEREAFTER REQUIRING A CORREC- TION OF EHRRORIS ON THE PLANS, CONSTRUCTION OR OTHLR ViOLAT10N5 OF THE CODES. MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL _ �4 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 docurnents that these documents be accurate, providing Licensed Professionals clear information. Every atterrlpt has been made to prevent error. The Builder arid all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are riot responsible for any plan errors, omissions,or misinterpretations undetected arid 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. MIRROR ` --_ I F1 �- co - II ---- - 0 1 J J __j MASTER BATHROOM OPENING AT FOYER BATHROOM 2 IT 1 � o 00 ii it III �L _l OPENING AT MASTER BEDROOM DINING RM. BEYOND OPENING AT FOYER (VALUE ELEVATIONS) FAMILY , 3 94 31_31 t I H 1 A BEDROOM PAR- KWIC ,, HZ S3 9'-4" FLAT CLG. I _ _F-, TYP. CARPET II 1/2" FLITCH PLATE o`�0 0 H4 SCALE: %4"=1'-0" 0 00 4 L0 IT IT 0? ED A S3 TYP. U.N.O. 17'-4" 22'-8° _ _ 7'-411 _ _ 10'-0" 12-0" _ QA9 OA I IB OP 25 SH 8H EGRESS* `? C,1_9HWR TILE`' 7' A.F.F. I BEDROOM 3 O LANAI 9'4" FLAT CLG.BA 2 2868 9'-4" FLAT CLG. A.F.F. - - CARPET G.T. 9'-4" FLAT CLG. TILE T-1 U4" 3'-5L , 6. U4 - 1,-4„ 1T-4" 6080 SGD l/ I rr .2868 5068 BF - - Q R&S ZN 6-1021" ih R&S ----------`� - N bR> B 1 5068 BF `L 4 SH. N 11'-34" BEDROOM Z 9'-4" FLAT CLG. CARPET 11 G.T. _ FAMILY rT�, 9'-4" FLAT CLG. a' m CARPET got I � �i,C•,l 1'-4"X1'-4" "L" SHAPE CMU COLUMN OD35 SH EGRESS* 12'-04" �- - MASTER r MARK HEADER SIZE REMARKS H 1 A BEDROOM 1/2" FLITCH PLATE _ HZ S3 9'-4" FLAT CLG. Go 1/2" FLITCH PLATE _ _F-, TYP. CARPET H3 1/2" FLITCH PLATE o`�0 0 H4 U.N.O. G p (D) o a� WT_ �uMai T-01' - (2) - 1 3/4"X -TI -1./4 3' 6, 2 84„ LVL 2.0E Fb=2950 (j m W N H6 (2) - 1 3/4" X, 9 1/4" rn �- LVL 2.0E Fb=2950 a 7 (2) - 1 3/4" X 16" 00 4'- 16 � 14, T-9" 3' 31Z1WIC II MCI - 9'4" FLAT CLG. M. BA i CARPET 9-4" - N FLAT CLG. I TILEA.H. S2$ DININ __J UC M 9'-4" FLAT CLCF s �o I R&5 I TEMP. GL. ENCL. ON M CARPET ZUHA z".,"."". „� .; 42" HIGH KNWL. (3) r' rr 1?1 42" X 42" 7'-98" 3'-2$" 2 -7„ 6'-1 a 1 3'-91 1 PRIN �IVI� SHO ER HANSON BOX - @ 36" A. LA�L �' 9' 4" FLA G. -=fiat, r - %_- DRYER TILE _ ,., ROP -IN -� ILL ROOF �o� FLAT TOP "" "t VENT THRU "r UB PER / r> U, I `1 L �IL<ETO SPECS .- r- 16 ro4' 86 I �Cx 7 A F - (� 5L1�" - I JI i RYER VENT' EDGE OF SLAB 2" THRU ROOF. BEYOND WALL _J - FOY R 410. U ° d�� I 11'-4" FLA CLG. ----- r - - �- _ TILE BUILDER O PROVIDE N ° �Z C- �') " 00 54ATT C APPLIANCE PROTECTION - -- 3� KITCHEN ¢z¢ I �' ACCESS WHEN REQUIR DPERFBC 9'-4" FLAT CLG. 0. �� II 00 TILE NOTE: FINISHED 68 -PNL w/ WALLS TO BE FLUSH. j x26" TR NS ABV FIELD VERIFY. -- - I7 1 ! -- JJD I � - Vfl ,8 VAV-z1J .�.O .T _ C? - - - - -- _ - - - _ - - - -- - GARAGE - - 9'-4" FLAT CLG, A.F.F. NO®K �-' - - - --- 9'-4" FLAT CLG. 0 = 4'-U" a 10 TILE ENTRY to _ SEE ELEV. T T.O I- III H I I - I - I - I TYP. @ K I -- 35 SH - GARAGE S4 OD _ 1 _ 8H _ 16 X 7 OVERHEAD DOOR _ N 9._4" 4. 8.. co) 14'-0" _._ , 5'-4" 1 2'-4" 1-- 16'-0" co b REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. S. 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. U. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - 48" x 64" 50' PRODUCT LINE - 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ Y +31.9 / -34_7 1/2" FLITCH PLATE E HZ (2) - 2X8 #2 SYP W/ +29.9 / -37.8 Go 1/2" FLITCH PLATE (H SEE SN SHT. _F-, (2) - 2X10 #2 SYP W/ U H3 1/2" FLITCH PLATE o`�0 0 H4 (2) - 2X12 #2 SYP W/ G p (D) o a� 1/2" FLITCH PLATE �uMai (2) - 1 3/4"X -TI -1./4 f2O U H5 LVL 2.0E Fb=2950 _ H6 (2) - 1 3/4" X, 9 1/4" rn �- LVL 2.0E Fb=2950 a 7 (2) - 1 3/4" X 16" t> LVL 2.0E Fb=2950 * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIREDSTUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" +33.4 / -36.2 O +33.4 / -44.8 +31.9 / -34_7 +31.9 / -41.8 E +29.9/ --32.8 ® +29.9 / -37.8 Go SEE SN SH -i . �OMP H (H SEE SN SHT. SCALE: %4"=1'-0" General notes If water based ceiling texture material is used, Provide XZ' gypsum board for 16" O.C. Framing, or 5/8" gypsum board for 24" o.C. Framing. Note Y? sag -resistant gypsum board may be used I.L.Q. Of 5/8" gypsum. 5/8" type 'Wgypsum board must be installed on garage ceiling beneath habitable room(s). R309.1.1 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. Door from garage into house must be a minimum 13/8" solid wood door, solid or honeycomb steel door, or 20 minute fire rated door. Any accessible space under a stairway shall be protected with ''Y." gypsum board. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. The exit alarm shall produce a continuous audible warning when the door or window are opened. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. The garage shall be separated from the residence and it's attic by not less than 1/2-inch(12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. R613.2 Window sills In dwelling units, where the opening of an operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minirnum of 24 inches (610 mm) above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4 -inch -diameter (102 mm) sphere cannot pass WALL LEGEND MASONRY HGT. @ 9'-4" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND, REQUIRES NOry t r> UPLIFT COpN,NECTORS� TO FLOOR S`(STEM g` REA�TABULATION LIVING J(1677 S F Pad; 4, ?, GARAGEf-143 28 S F. LANAI28 S.F. ENTRY S.F. TOTAL SQ FT 2276 S.F. µlNSLJ1, T1ON F LOCATION R -VALUE / TYPE EXT CONC WALL II HIGH PERM EXT FRAME 2 x 4 R -11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R -11/R-13 KRAFT FACED (GARAGE / LIVING) NOTE TO TRUSS COMPANY: ALIGN TRUSSES TO ALLOW FOR A. H. TO BE ALIGNED. ® v _ 0 _F-, N U ona0°o O a)) o`�0 0 � mror G p (D) o a� C N �uMai OWN o f2O U �0Q� 00 0-00 a LO 0 rn �- a B D. a. o' 7 v '0 "� � � O t4 y N � 4) "tl,� �. W m _ f;_', &�,;y z: i ILL ffz 'CL Z 0� x0 N �0-"roe U1 rn v iY O U To tfie best of the engineer's knowledge and understanding, the structural plans and specifications comply witi the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. 0 T -t („ cV M Z d CD j`n° CD t --i M CD c N M Q'' r L � �r a: O rt3 Ln U Z � Q= Woo LU w°WpzZ U�- V)oo U Z' o p a Z r Q U Z ZZ 'i11 l.7Zp �aUIX0,Jr, LZU 0.W ti F Uot wN I a0Z j J I® uuQ< LUQ �4 w�OG� cY� a ..W U�v>ms zQ�Lu o�z Q�� 4 1.-5 Lu M2 ! woth.Z< U Wws QaQS �{ `n �o dXO z Q a Z �+ LL O a U_ 0 LU Z a LJL SCALE AS NOTED PLOT DATE : 01/19/2011 VERSION NO, 3 ■ La) Z3 JOB NO: 11-0049 SHEET NO. `C F. FL. 011 v co KA n 'r 101 RIDGE VENTT - r. =711 1 l• -A a I � I l l 1 r ._j._ C- I T- I -t--- - - --- ' .. i J i 1 I 6' RIDGE VENT i Ll 1A3 SH 8 RIDGE VENT i 1 l J 1-= I f 1 T- „__ I 12 J ... __.r i r .l. I La..� �... 5.0 _ - • �. l,.. J .... FIBERGLASS 1 1 t.. 1. _... L- J _ - _._ I a SHINGLES I i - - — ! --- J. _._.L_ __). J t T I I I T I I r - I I ...,...__ ... .. L - r I I I i �7. I -- -I A,� r U RIDGE VENT TEXTURED FINISH 12 �5.0 I I - 25 SH SCALE: 1/4" = 1'-0" -!. J. i 1 -t_ —i — --J I 1 T �- _ - 1 --- 1 __ __ . _. _J.__,_,._ l _ __ I 11, T �— r r ,- 1 , T T J -- _t ._ - T J t I - -' t. i 21-011 _ I -------------------------------------- -- -- - - 25 SH 35 SH _I I -i ---•FIBERGLASS x SHINGLES _., r _ T _ _T_ -J.." -J, ! rll i f l l i I I TEXTURED FINISH F-1 II ji I� - --� -- 35 SH 6080 SGD 25 SH SCALE: 1/4" = 1'-0" 24 SH Tnnn SCALE: 1/4" = T-0" 2868 M.O.T 35 SH T.O. M 3068 W/ 36" X 26" TRANS. ABV FRONT ELEVATION - B ALL TRIM LINES ARE SCORED FIBERGLASS SHINGLES 16 X 7 OVERHEAD DOOR GENERAL NOTES VENTILATION CALCULATION FORMULA =FBCR 2007 Sec R806.2 S.F / 3001/300 / 2 (INTAKE r ( ) ( KE vs EXHAUST) ri I REQUIREMENT 8'RIDGE VENT 547 SQ. INCHES OF 1 I T_• S.F. VENTILATION REQUIRED 0 ROOF CRITERIA 12" OVERHANG U.N.O. PLUMB CUT FASCIA -SHINGLE LOADING i G.C. VERIFY ROOF PITCH A-_ A FIBERGLASS , 1 - MANUFACTURER. , t SHINGLES -I I ._ CHANGES IN ROOF SLOPE OR DIRECTION, AND 12 I i I __ I I I I 1 � I T_ A I . 0 I 5. r 1.r _I- ,-r-,_ � _,_ _. r_'_. , r T .. ,_.. - I I ., I. _ I IBE BERGLASS ; applied to lath over frarne construction, measures shall be taken to prevent bonding between the cement plaster and the water resistive barrier. A bond break SHINGLES 1- 1 plaster (stucco) consisting of one of the following: 1. Two layers of an approved water resistant barrier '1 2. One layer of an approved water resistant barrier complying with Section R703.2 over an approved I 3. Other approved methods or materials applied in accordance with the manufacturer's installation instructions. ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE i Ll 1A3 SH 8 RIDGE VENT i 1 l J 1-= I f 1 T- „__ I 12 J ... __.r i r .l. I La..� �... 5.0 _ - • �. l,.. J .... FIBERGLASS 1 1 t.. 1. _... L- J _ - _._ I a SHINGLES I i - - — ! --- J. _._.L_ __). J t T I I I T I I r - I I ...,...__ ... .. L - r I I I i �7. I -- -I A,� r U RIDGE VENT TEXTURED FINISH 12 �5.0 I I - 25 SH SCALE: 1/4" = 1'-0" -!. J. i 1 -t_ —i — --J I 1 T �- _ - 1 --- 1 __ __ . _. _J.__,_,._ l _ __ I 11, T �— r r ,- 1 , T T J -- _t ._ - T J t I - -' t. i 21-011 _ I -------------------------------------- -- -- - - 25 SH 35 SH _I I -i ---•FIBERGLASS x SHINGLES _., r _ T _ _T_ -J.." -J, ! rll i f l l i I I TEXTURED FINISH F-1 II ji I� - --� -- 35 SH 6080 SGD 25 SH SCALE: 1/4" = 1'-0" 24 SH Tnnn SCALE: 1/4" = T-0" 2868 M.O.T 35 SH T.O. M 3068 W/ 36" X 26" TRANS. ABV FRONT ELEVATION - B ALL TRIM LINES ARE SCORED FIBERGLASS SHINGLES 16 X 7 OVERHEAD DOOR GENERAL NOTES VENTILATION CALCULATION FORMULA =FBCR 2007 Sec R806.2 S.F / 3001/300 / 2 (INTAKE r ( ) ( KE vs EXHAUST) *144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH REQUIREMENT 2276 TOTAL 547 SQ. INCHES OF a) S.F. VENTILATION REQUIRED 0 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 frarne construction, measures shall be taken to prevent bonding between the cement plaster and the water resistive barrier. A bond break shall be provided between the water resistive barrier and the cement plaster (stucco) consisting of one of the following: 1. Two layers of an approved water resistant barrier material complying with Section R703.2, or 2. One layer of an approved water resistant barrier complying with Section R703.2 over an approved plastic house wrap, or 3. Other approved methods or materials applied in accordance with the manufacturer's installation instructions. ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. —TEXTURED FINISH --6" BAND N C :2 0 a) 0 U 0 ,i C c� F N UJ (� Eoaoo U rn opo E CO�E Q) 0YN o ,k / l i,✓"� � .3 U Q C o 00 0 Q 00 'T 't m -- 6 I� A R" kD' 3'i' .• V �/� ,s�n o, y,• J 4 � F yy'�yy 2 A ,� p W 77 S; 6Mt iW 2 tN N x_ , iw . %i s�:i®lS�ps4 J%�. o y(� J C3'10 {p U To the best of the engineer's knowledge and understandingI the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. I O � M N M Q) Lf) in n ff) CD Q) •> ,r -t C 0 -0p Ql qq- APF AMW � f`. Q alMEN tB U J J O fp LF) _(I) � U ,--i L o Z LU z OF a0 OO- Za z¢�ZZ Q T��LJF-Z g�w b .:W a�DyOo CJTpZ, W N t--L[41C1OZo 7—f �� J Ln Q U) C4 ¢zLU co mO U�OLL OZw�l— r�'. (U p LU O z 0 r- < L9 '< J W Cal zO W Q H * F O- wwou_z¢ aw F-z0 T-' d X CC7, O Ce O W �0.Q� 7--I LL > a ~ H 0 a W SCALE AS NOTED PLOT DATE : 01/19/2011 VERSION NO. 108 JOB No: 11-0049 SHEET NO. Optional Overhead Service NAL ELECTRICAL NOT: Sarre As Underground 150 Or 200 Arnp Service Note §1 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 roorn 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 dome 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 front 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 roorns 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 ETER M 1 0-200 A NEMA 3R Power Co. Feed -- FF 200A Indoor Panel Center NEMA 1 200 AMP Cable #4 Solid COPPER Ground Intersystem Bonding Termination Per NEC 08, 250.94 5/8" Galvanized 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. Ill 3" VTR C/O Q f 2.1 r T B 3 L -Y .. I I %Air � Ill INK 2„ 2 VTR, ,r I I DBL. I I � 2" -' 2" 1.5" VTRI1I - I 3" 2" r HANSON 3 5 - BOX 3" WC SHWR TUB PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER FAMILY I I I I VIC I I I I SCALE: %4"=1'-0" KITCHEN SINK W/ STUDOR QA9 CA DISCONNECT GFI III TJA II I QA9 OA I L ---- I [ILK 5[ILUIj T it ~ ij z 2 O W L ~ Q rd LOQ >_jm SCALE: 4'=1'4' 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. SCALE: %4=1'-0" rill 1111111"I'm[ii'll w DUPLEX CONVENIENCE OUTLET FTT DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET N HALF -SWITCHED DUPLEX OUTLET _ SPECIAL PURPOSE OUTLET V DUPLEX OUTLET IN FLOOR V sr F 220 VOLT OUTLET cv L'0 -0 WALL SWITCH $3 THREE-WAY SWITCH ?Ll. FOUR-WAY SWITCH $R RHEOSTAT SWITCH -+)- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE �EV WALL MOUNTED INCANDESCENT LIGHT FIXTURE 1011 RECESSED INCANDESCENT LIGHT FIXTURE to LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE EXHAUST FAN Z. EXHAUST FAN/LIGHT COMBINATION DJ ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 0 PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR (CJ SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) K TELEPHONE (OPTIONAL) TV TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. CJ THERMOSTAT ]M ELECTRIC METER JIL ELECTRIC PANEL j DISCONNECT SWITCH SPEAKER (OPTIONAL) � 7 ,4_ ROUGH -IN FOR OPT. CEILING FAN r O r, �'' CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ t -t M CD ROUGH -IN FOR OPT. CEILING FAN ETER M 1 0-200 A NEMA 3R Power Co. Feed -- FF 200A Indoor Panel Center NEMA 1 200 AMP Cable #4 Solid COPPER Ground Intersystem Bonding Termination Per NEC 08, 250.94 5/8" Galvanized 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. Ill 3" VTR C/O Q f 2.1 r T B 3 L -Y .. I I %Air � Ill INK 2„ 2 VTR, ,r I I DBL. I I � 2" -' 2" 1.5" VTRI1I - I 3" 2" r HANSON 3 5 - BOX 3" WC SHWR TUB PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER FAMILY I I I I VIC I I I I SCALE: %4"=1'-0" KITCHEN SINK W/ STUDOR QA9 CA DISCONNECT GFI III TJA II I QA9 OA I L ---- I [ILK 5[ILUIj T it ~ ij z 2 O W L ~ Q rd LOQ >_jm SCALE: 4'=1'4' 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. SCALE: %4=1'-0" rill 1111111"I'm[ii'll w CD N V � V sr F (Tj N cv L'0 -0 co Q 0 co U C p vii o m 0 d U N C W U_ i� DAN o N )gF#� U QOM o o ao to 0 Z. _} D. O SO N <`t 'n c F- O°O T LL, � r� oo G �r C) 6.0 z 5 LL 'c LUn � N w co Uj m r� o> m N 0) L T— cl Z0 - a i Z ti l O Z C �- N 0 a v �`^ 0 _ LL1b! � 0¢�r � o To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. rw C7 ,--t M cV M r O r, > CD t -t M CD �©�r` L �. �LL� L N I` . I J lJJ J o ro Lr) W L Qz W Lei. O LU `uzl—tea o}¢off¢ .W.JoLU z �ZF<_Z 171-1 z W g a a w T-1 a�7�UOo O M O c( o rl V= O L- UA N rW00zU J z J U') 01 L W 4t I'— �-o LLI Lu ¢zvq wC)OOrY >. ( , r-Fvrm0 LL Z w o t zo'���z O� � tw7W�z0� QQJ¢V�c¢[ LU C I—I— w¢U 2>*0ff Q 2wQLL'pZ¢ <!�T-pp T_i N C),LL Z HO¢ �I ate ' Z r -I � ¢ N LL LL ®� W H Lij _ja SCALE : AS NOTED PLOT DATE : 01/19/2011 VERSION NO. 108 JOB NO: 11-0049 SHEET NO. (]Aq OA HIM 1� 11 ill I H W 1, 1,02 6 TJA I (1A9 OA I L BEDROOM 3 x ��- I BA 2 LANAI Cp (0 F -L X 0'� 12x12 2 P/O r8 14x14 - - - - - - - - - - - - 4x14 P/O P/0 7-11111 �R'117711-1171=11-- a7a M1, , I 8 — — — — — — — — — — (I 0,, x, ` ' � 41 -Z 14x14 1 2x12 P/0 P/O 10x6 6 110 MASTER Wei ie rfn 10x6 BEDROOM 110 6 FAMILY CD BEDROOM 2 y NCV R 8 A, 10x6 =31 . .... . v1W VN�, "'4g�,r 110 N -111AIN N r 6 10 by /< x V) C) CD 4 ''T T321 CD 24x18 R/A I (D M n, TZ. "M"i WI 00C DINING —9 UHA M.BATH LAU C) IT x 00 . . . . . . . . . . CD "T o 7 00 co LO x x co FOYER KITCHEN I s4 x. _j GARAGE NOOKW"If"', ---------------------------------- I ENTRY ----------- FF 8H I1 GRILL SIZE DUCT SIZE 7 301 AIR FLOW IL I 9% a HVAC PLAP4 SCALEY4"44" ai 0 vi, C F- N E C0 OQcO C) q) uo) 10,700�� E VVI) 0 q -C) -rC) 0 , N 0 N091k -50-0 gg 0 0) C LO 0 d. A 0 B Do a, Ash z WC3 o 0 M Lu -!5 Win 0 Z 0 Lu C; Lu 0 av z< tv W6 W W T' C) m CY) 't To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. AbL A ow O (y) M u') Z M p U-) 6 >to O MM 0 < 0 > iz own z (3) (0 hu LI) (1) Lr) V) 0 2! Li U-1 w10 Z l--- E� . � W 0 Z<(-) 0, T==A z z z tj -j CL ,8Lo 0 T -A CL 0 OO T-4 t1D Lo 0) 1110 Lu 0 U) < F-- U) �4 LLJ z (-) Lu 0 0 0 u r �, r- M M b� u c) 0 Z Z, LiJ 0 to ui ou —j Lu j<u ca z 0 Lu 2: �- R o 9 0z u C) < nz) S T==i cx: 0 0, u - V) V3cy � z < 0 -A LL, 2: r-1 < ;� LL W > > z 0 0 T - SCALE AS NOTED PLOT DATE : 01/19/2011 VERSION NO. IL § 3 nuo JOB NO: 11-0049 SHEET NO. 4 V j vi F-- 4- (DE 605 U to '0- OU (D ') (r V) M -0 1D:9 C: (D cu)O ILco n (WD 0 NO -61 (D 0 a 0 0) opo EMW (j) 0 a < LO 0 It It 0) 6 n to) % MW ID -6 CD �Z: a. 04 Lu U " z z U) 1U 401, O U To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. C) T--i M —AM LO 0 6 .mow n© > F-1 M) r--, C) ryC) z > < - F— T-i (D 6 0 AW > H 4-J LL] —J C) (U INa Ln q) Lr) jD Ln T--1 LU LL 0 W W Ut-r) 0 O z > 20 U F- < z ig UI=LU '3- 0 LUM: LU 22 � U') V) Uj Lu 0 U) z < F- Se W z U LLJ 0 0 U n— u.- tq -mj 2 0 Z:, W op� 0 z z Ce �j j5�'z �� WWQ 00 g � L'U -U-' P ®I Ljj —j cn 0 8 >- gF.- n UL'L' 0 LL Z 0.6 � *� �<6 8 C:) > T < (5)), Z LOL� x 71 0 ln�LIJ 0 rml 0 CL LU U— Z LU > 0 0 LL SCALE AS NOTED PLOT DATE 01/19/2011 VERSION NO. 108 JOB NO: 11-0049 SHEET NO. 5 F_ b N I cri 174" 12' 10'8" TYP. U.N.O. A _ UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY SYP SPF SYP SPF A FIETA20 _ 1810 2954 9 - 10d x 1 1/2" HTA20 1615 1585 B HETA16 1810 _. 4180 9 - 10d x 1 1/2" HTA16 1615 1585 CH2. A 600 535 10 - 8d RT7A 670 650 D H3 455 320 8 - 8d RT3 550 475 E META20 1450 1550/2540 " 7 - 10d x 1 1/2" HTA20-18 1200 1120 F HHETA20 2235 —._ _ "' 12 - 10d x_1 1/2" 30 - 16d x 3 1/2" _'rHD26 THD28 2330/3965 G H10 _ 5 16 - 8d x 1 1/2" RT16A 1030 1030 H MTT28B 4455 4455 24 - 16d MTS27B 4685 4029 \ J W VI II 1 1 J1 II II II II d7 II II II II CJ A�� 13 \ CJ (IIJ5 = � \ II II II II II it II 6 II II / = CJ A V/ '2)A TYP. — — 26 — .N.O. ,Ol 291[1 l0 29OT TAJ9 93990,0 (03990,0 TOM 23(20) OhJMM91 A w EJ7 =: --: XL� 24" A 2D — II j/ — — O.C. / 3 II I II I - \ 16 V 1C 1D A — ,03 291H 90 290T TA19 03990,, (0399020 TQM ,30,10) Dan TYP. 1E U.N.O. 1F — — — — — — ODD A A/H TYP. z U.N.O. 1K _ 1L 209 "c91H 30 29QT TAJI 03990,9 5 111-411 C (,3990Ha TOM ,3(1210) OHIMARI i M D1 r4/ OOF ENTRY U.N.O. \NTYP. @ HIGH GIC2OOF ENTRY1P D SPACE J5 % F F D1 S4 — S4 = = W = _ J3 Y SIM. U m 4 J1 i II II W D1 \ cJ1B 4 _ JIB N \ EJ2 D1 1 � c_ 4A j J1 TYP. A D EJ2— U.N.O. ,_ TYP. @ O (2) HIGH HIP CORNERS TYP. A 9 U.N.O. il 13'8" 5'8" 201811 40' l —J TYP. U.N.O. ( �SA3 TYP. U.N.O. FASTENERS 10 - 10d x 1 1/2" 10 - 10d x 1 1/2" 10-8dX 1 1/2" 8-8dX11/2" 10-10dX11/2" 00 o " J HTT22 — 5260 5260 32 - 16d SINKERS HTT22 5370 4618 GIt - I Vl.l 32 - 16d _ HD2A * 277.9 2570 5/8" DIA. BOLTS TD2 3435 2954 2 - 5/8" DIA. BOLTS V CC o m' ro y (1) 3705 ` 30 3/4" DIA, BOLTS �7/8" TD5 _. 4180 3594 2 - 3/4" DIA. BOLTS M HD6A k 4405 3680 DIA. BOLTS _ TD6 6655 5779 3 - 3/4" GIA. BOLTS N LUS26 1165/111 " 780/875 " 8 - 1 Od x 3" JUS26 510/740 _ 440/695 8- 10d P U,92_f__ 1550/3325 *" 1550/2540 " 20 - 16d x 3 1/2" arj - _ 1875/3040 1580/2365 Q HUS28_220/5970 _ "' 2705/4510 "` 30 - 16d x 3 1/2" _'rHD26 THD28 2330/3965 2015/3430 WIn O R MTS12 1000 860 14 - 1 O x 1 1/2" MTW12 1195 905 14-1 Od S MTS16 1000 860 14 - 10d x 1 1/2" _ MTW16 1195 905 14-1 Od T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 905 14-10d U MGT/MUGT 3140 3140 _22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY _ V LGT2 2150 1850 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS Qz W LL Q L �zVV 1/4 W ¢ W � 0 o o0zz zc<0 HTS 20 1450 1245 24-1 Od X 1 1/2" HTW20 1530 1315 24-1Od X 1 1/2" SP1 585 535 _�0 - 10d SPT22 715 8 - 10d _ SP2 1065 605 12- 10d SPT24 — 10 - 10d H 'P2 605 520 _ 12-10d X 1 1/2" __895 _ " MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY hk" 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 REVD ON ROOF PITCHES 3/12 & LOWER. DROP HIP DETAIL \IL N co r 0 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/-6") "FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD C 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 - I Od 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 50. 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 T -O" ON A HORIZONTAL PROJECTION. SCALE: %4"=1'-0" NOTE: SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS (A) 1 OR 2 PLY CARRIER 0 L N C ' lJ 0 ( C N vi cU tv (LS -D F- E c') c O t` CO O o 0 V CC o m' ro y (1) (D Q) m [E (D pYN Q 000 W tj) Q ® Mfr. o "^® ;tel' _o®® .uuu h m O a�17y, P 24 �`. arj - r 00 LU Lu C ® WIn O J C``Jy mA () U To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. AILIM Q �-i (r) N � ® O to > r-, CD a�L0� ®fin �L +> �- "C 4-J C31 f0 W J C7 cp bm Ln as Qz W LL Q L �zVV 1/4 W ¢ W � 0 o o0zz zc<0 TZ Z >-a-Uri0J C CL :D 1 V o O F- RD O Z 0. U Zj W T l ,—i 10 Ln Q W i J J W C? 4 (� a~ t az o s 1^``Q ouj V oWar za`- =z t -F wQU W m 1 2 �o a C) � r�WOLL ZQ Q0. CL W O T-11ql�j— LL o a0W¢ O "sA T—i QLLQW ¢ ~ T -i LL ® 0 SCALE : AS NOTED PLOT DATE : 01/19/2011 VERSION NO. 108 JOB NO: 11-0049 SHEET NO. 6 T C 0) q) vi C (D F - EO 0 (D 0 Ni` E 'L//1 cc m 'W:! P Q) 70 C: Q) F0 ) , 00, 0 -CK 0 :3 0 OD 0 0-00 < 0 A U B D, % C) U L W 5), ii �W 'U A '4' 05 Lj '0 JQ'C; Z' < LL ci' 0 < 0 To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. AM,M C) T -i M " Ln 0 U) > N C, (Y) C) T -A Air IL 0 > ce 2 <N, 4-J won W C:) (U U) (3) U-) In LU LL. LLJ LLA ZZ F- LU ca < F- LZL' rt (f) 0 0 CZ) >- z < 0 0 z z EW, LU 12 -j Tr n. U, 08 c-, 0 0 U 2 u -j CA rL 0 @ T-1 LLI 32 �10 Lr) 0) LIJ F— < LU LU Q: ,A '4 Ui LU 0 z U U LU (LDL U 0 Cc) oc� z ' Z 0 ko LU co z W 2 ;¢ 0 M U U-1 LU 0 LL z '<'� !� �- Zz =:) ::)< 0 CY V)z 0 T-4 LL W u- WF- z Z > 0 SCALE AS NOTED PLOT DATE 01/19/2011 VERSION NO. 3 x JOB NO: 11-0049 SHEET NO. L1 SPECIFICATIONS 1. 1. CONSTRUCTION: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 2007 EDITION, AND CONDUCTED BASED ON A 120 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "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 11360 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, Py = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", 93 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C -I -P CONCRETE FORMED AGAINST EARTH: 3" C -I -P CONCRETE EXPOSED TO EXTERIOR: 2" C -1-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 1 X 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A185-01 a 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-05 (STRUCTURAL CONCRETE) ACI 530-5 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 1. 1. 1. ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ELASTICITY DESIGN (E) 1.1.2. ACI ASCE 5/TMS 402-05 & IRUCTURESCE 6frMS 602-05 C -I -P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi STRUCTURES. SPECIFICATIONS FOR MASONRY ST r3,122 Ksi 1.1.3. ASTM C270 -01a, C476-01, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES 4.2.4. 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2005 EDITION, AND ALL METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN - fj 41t s -0 ACCOMPANYING SUPPLEMENTS. 4.2.6. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC), 2007 EDITION, 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ C (INCLUDING 2009 SUPPLEMENT). `(y) 1. I.G. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL "UE INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 4.3. CONCRETE MASONRY: 1.1.7' "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-03, TYPE II TRUSS PLATE INS [I rUTE TRI 1-02. 1.2. DESIGN: ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 1.2.1. ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 4.3.4. 1.2.2. ACI 530-05, ASCE 5/TMS 402-05 & ACI 530.1-05, ASCE 6rrMS 602-05 MINIMUM. 4.3.5, SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270 -01a, C476-01, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES MORTAR SHALL BE ASTM C270-4 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2005 EDITION, AND ALL INTERIOR LOAD BEARING WALLS SPF, fb = 675 PSI, E = 1200 Ksi *�ut ACCOMPANYING SUPPLEMENTS. 4.4.1.2. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) STUD QUALITY OR BETTER 1.2.6. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC), 2007 EDITION, SHALL BE APA RATED SHEATHING EXP 1 U.N.O. (INCLUDING 2009 SUPPLEMENT). 1.3. SHOP DRAWINGS: SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 1. 3. 'l. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS GREATER SECTION PROPERTIES, DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION, WOOD IN THE ENGINEER OF RECORD. 4.4.6. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE 1-0 BE SIGNED AND SEALED BY A ANSI/TPI 1-2002, BCSI 1 - 03 4.4.8. FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED 120 PCF 4.5. FASTENERS 2. 1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF SQUARE METAL TUBING: ASTM A500 -03a, GRADE B Fy = 46Ksi 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 2.1.7. BALCONIES & DECKS: 15 PSF 4.5.3. 2.1.8. TILE ROOF FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. TOP CHORD: 15 PSF Z> APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER BOTTOM CHORD: 10 PSF PRIOR TO INSTALLATION. 2.1.9. SHINGLE ROOF FOR IN THE PLANS ARE A MINIMUM. TOP CHORD : 7 PSF ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS BOTTOM CHORD: 10 PSF O V 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE 2. '2. . SIDEWALK AND DRIVEWAY LOAD: 250 PSF 4.5.8. 2.2.2. GARAGE LOADS : 40 PSF PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 2.2.3. PARTITIONED ROOMS: 40 PSF MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5, STAIRWAYS AND LANDINGS: 40 PSF Ft = 1,850 PSI 2.2.6. Fe = 500 PSI (PERPENDICULAR) 2.2.7. FLOOR TRUSS FV = 285 PSI 4.7.1. TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. TOP CHORD MINIMUM: 20 PSF STEEL FOR BUILDINGS". BOTTOM CHORD (W/O STORAGE) : 10 PSF (NON -CONCURRENT) 2.3. RAILING LOADS: 4.7.5. 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE DIRECTION ON THE RAILING. THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A LU SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD ELEMENTS ARE IN PLACE. Qd�d L 4 U OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., '2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4, WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 2007 EDITION, AND CONDUCTED BASED ON A 120 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 11360 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, Py = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", 93 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C -I -P CONCRETE FORMED AGAINST EARTH: 3" C -I -P CONCRETE EXPOSED TO EXTERIOR: 2" C -1-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 1 X 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A185-01 a 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-05 (STRUCTURAL CONCRETE) ACI 530-5 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 4.2.2. MODULES OF CONCRETE TYPE MIN. 28 DAY DESIGN (fc) ELASTICITY DESIGN (E) C -I -P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C -I -P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C -I -P GROUT 3,000 Psi r3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX q) WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN - fj 41t s -0 ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ C MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ `(y) CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL "UE ACI- MCP 2004 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-03, TYPE II NON MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5, METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270-4 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF, fb = 675 PSI, E = 1200 Ksi *�ut ALL EXTERIOR FRAMING SPF, fb = 675 PSI, E = 1200 Ksi 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF, C}Y aOr°r STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND specifications comply with the 2007 Florida SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES, 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION, WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2002, BCSI 1 - 03 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA RESIDENTIAL CODE R703.6.2 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 01 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53-01, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500 -03a, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325-94 MACHINE BOLTS: GALVANIZED ASTM A307-03 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS vF-Evwi00 O 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 Z> APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND O V SPECIFICATIONS, 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fe = 500 PSI (PERPENDICULAR) Fe = 2,700 (PARALLEL) 4.7. STEEL: FV = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36136M 01. 4.7.4. STEEL TUBING: ASTM A500 -03a, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", 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 o w a u THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT LU 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 W12009 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 and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s rinkler systems including all risers and spray =shall not be installed within V-0" of the building side wall. 4. FRC R704- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R320.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R320.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R320.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8, FRC R320.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainf II occurs before vapor retarder placement, retreatment is require 9. FRC R320.1.5 - C n rete over our and mortar along the foundation perimeter must be removed ge�fore exter{or soitreatment. 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 V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SMALL 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, CHROMAFED 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(61 OMM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING, 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF -THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS -THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 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 %2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. BUILDING DATA WIND SPEED 120 MPH WIND IMPORTANCE FACTOR -- (IW) = 1.0 WIND EXPOSURE -- "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 120 MPH + 33.4 PSF 1- 44.8 PSF (END) U.N.O. TYPE: 5B I + 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 NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE, FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y81' 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 Y8". 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: STUDS THE EOR HAS VERIFIED THAT HEM FIR WOOD TU S AND FLAT MATERIAL CAN BE SUBSTITUTED FOR SPRUCE PINE FIR LUMBER PROVIDED THE SAME MATERIAL GRADE NUMBER IS USED. ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. u x 4 L Q) 0) q) V C F - fj 41t s -0 cr) 0 00 or,00 00 V (j) O Q) ago 0 ti W C .L N-- LL m `(y) d O � D? C` 0 xsrv.< N Y M O j O 00 0 CL 00 "UE Q V � 0 N C 'L': D•C CP th0p - D. 2o �J I, . rp - aCLrraor� ® { TP . grid L1Nr.°wry:; 0, V,- Wig *�ut �5,r•"Q�I•,A� „r. ',I(lrr ,r,Z�N e `. V C}Y aOr°r �M.y♦ 1�. F� �oJ O �®j$?i18 To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O T -H (y) cV (M Q V) r--. C�l m n p � 7 d' QU LL- L n 0) fu �J W J O ft3 Ln CU In V L) L� �z LL] LL. 0 W wZt- .a vF-Evwi00 O 0 0 Z> o a Qv�-Q = G H Z Z z N o°:auo � J O T-I O V v',�o F �:5 LU N � mo=w J Ln I W w0 0 0� 11 o w a u L.G. ®'► oa�pz� LU W O a�� 00 Qd�d L 4 U W �2QLj �a� aaFwoo �aod J � w LU � 0 z 3 > SCALE AS NOTED PLOT DATE : 01/19/2011 VERSION NO. 108" JOB NO: 11-0049 SHEET NO. COMPONENT & CLADDING DESIGN PRESSURE RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) USP HTW20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4) 16d TOENAILS 2"X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" U.G. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C.13'-0" 20.9 (3) 16d TOENAILS 2" X 12" @ 24" O.C.1 15'-4" (1) USP HTW20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING COMPONENT & CLADDING DESIGN PRESSURE USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE CONNECTOR (120 mph, enclosed, 3 sec, gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30feet, Importance Factor=1,0) LATERAL CAPACITY FASTENERS CONNECTOR ROOF LATER°,L CAPACITY WALL (S.Y.P. #2) (S.P.F.) TRIBUTARY AREA (ft`) MASONRY APPLICATIONS MASONRY APPLICATIONS HTA16 161.5 1585 590 10-10d x 1 1/2" META16 ZONE 1 ZONE 2 ZONE 3 ZONE 4 HTA20 '1615 ZONE 5 10 20.9 -33.2 20.9 -70.1 20.9 -70.1 36.3 3689k -39.3 18-16d & (1) 5/8" A.B. HTT16 36.3 -48.6 20 19.0 -32.2 19.0 -63.6 19.0 -63.6 34.6 5250* -37.7 32-16d Sinkers & (1) 5/8" ATR 34.6 -54.4 50 16.7 -31.1 16.7 -55.0 16.7 -55.0 32.5 1390* -35.6 -- 32.5 -41.0 100 14.7 -30.1 14.7 -48.6 14,7 -48.6 30.8 2310* -33.9 __ 30.8 -37.7 125 14.7 -30.1 14.7 -48.6 14.7 1 -48.6 30.8 FRAME APPLICATIONS FRAME APPLICATIONS -33.9 585 585 170 10-8d x 1 1/2" H2.5 415 365 150 10-8d x 1 1/2" 30.8 -37.7 NOTES: 1 FOR EFFECTIVE AREAS OR WIND SPEEDS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY 1160 975 410 16-8d x 1 1/2" H10-2 760 655 395 12-10d SPT22 BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. SPT24 1085 933 260 12-10d SP2 1065 605 -- 12-10d 2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE BY MULTIPLYING BY ADJUSTMENT 1075 924 -- 6-10d x 1 1/2" SP4 885 760 -- 6-10d x 1 1/2" SPTH4 COEFFICIENTS IN TABLE R301.2(3) OF THE FLORIDA RESIDENTIAL CODE 2007 MUGT15 4265 3335 - 22-10d & (1) 5/8" ATR MGT 3965 3330 -- 22-10d & (1) 5/8" AT 3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING 2260 1956 440 32-10d LGT2 2050 1785 - 30-16d Sinkers HTW20 SURFACES L13TA18 1235 11110 -- 14-10d LSTA18 1235 1165 -- 14-10d UPLIFT CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE CONNECTOR UFLIFT CAPACE Y LATERAL CAPACITY FASTENERS CONNECTOR UPLIFT CAPACITY LATER°,L CAPACITY FASTENFRS (S.Y.P. #2) (S.P.F.) (S.Y.P. #2) (S.P.F.) MASONRY APPLICATIONS MASONRY APPLICATIONS HTA16 161.5 1585 590 10-10d x 1 1/2" META16 1450 1247 335 7-10d x 1 1/2" HTA20 '1615 1585 590 10-10d x 1 1/2" M ETA20 1450 1247 335 7-10d x 1 1/2" HTT16 4290" 3689k -- 18-16d & (1) 5/8" A.B. HTT16 4175* 3695* -- 18-16d & (1) 5/8" AT H-Fr22 5370* 4618* -- 32-16d & (1) 5/8" A.B. HTT22 5260* 5250* __ 32-16d Sinkers & (1) 5/8" ATR LUGT2 1850 1850 _ 16-10d & 5-1/4"x3" LGT2 Wedge bolts 2150 1850 __ 16-16d Sinkers & 7- 1/4"x2 1/4" Titen LTS19 1390* 1195* -- LTT19 8-10d & (1) 3/4" A.B. 1350* 1305* 8-16d Sinkers & (1) 3/4" ATR LTT131 2825* 2429* _ 18-10d x 1 1/2" & (1) LTT131 5/8" A.B. 2310* 2310* __ 18-10d x 1 1/2" & (1) 5/8" ATR FRAME APPLICATIONS FRAME APPLICATIONS RT7 585 585 170 10-8d x 1 1/2" H2.5 415 365 150 10-8d x 1 1/2" RT16 1030 1030 645 16-8d x 1 1/2" HIO 990 850 525 16-8d x 1 1/2" RT16-2 1160 975 410 16-8d x 1 1/2" H10-2 760 655 395 12-10d SPT22 725 623 260 8-10d SP1 585 535 -- 10-10d SPT24 1085 933 260 12-10d SP2 1065 605 -- 12-10d SPT4 1075 924 -- 6-10d x 1 1/2" SP4 885 760 -- 6-10d x 1 1/2" SPTH4 2150 1849 -- 12-10d x 1 1/2" SPH4 1360 1170 -- 12-10d x 1 1/2" MUGT15 4265 3335 - 22-10d & (1) 5/8" ATR MGT 3965 3330 -- 22-10d & (1) 5/8" AT LUGT2 2260 1956 440 32-10d LGT2 2050 1785 - 30-16d Sinkers HTW20 1530 1325 95 20-10d HTS20 1450 1245 -- 20-10d L13TA18 1235 11110 -- 14-10d LSTA18 1235 1165 -- 14-10d LS'rA24 1235 1235 -- 16-10d LSTA24 1235 1235 -- 18-10d LSTA30 1640 1640 -- 22-10d LSTA30 1640 1640 -- 22-1Od LSTA36 1640 1640 -- 22-10d LSTA36 1640 1640 -- 24-1Od HUNG APPLICATIONS HUNG APPLICATIONS HUS26 1925 1655 -- 20-16d HUS26 1550 1550 -- 20-16d THDH26-2 2235 1935 - 28-16d HGUS26-2 2325 1995 -- 28-16d HUS28 2570 2210 -- 30-16d HUS28 2000 2000 -- 30-16d THDH210-2 3490 3020 -- 58-16d HGUS28-2 3220 2705 -- 48-16d * CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CMU NOTE: DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS. ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE! i r + + + I I I + + + 614. J 15/32" CDX m PLYWOOD OR 7/16" OSB RIDGE LINE 120 MPH SECOND GUST EXPOSURE "C" WIND ZONE 120 MPH3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & T T 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. TYPICAL HTA 20-18 /HTA 20 INSTALLATION NIN. EMBEDMENT SCHEDULE FOR =AND QUANTITY )F FASTENERS ,r -PRE -FAB CHIMNEY CAP // --FLASHING i _2"x4" BLOCKING (SEE MANUF. USP SPT24 AT SPECS. FOR MINIMUM DISTANCE) EACH JOINT TYP. /--EXTERIOR FINISH PRE -FAB CHIMNEY I' �, < � BLOCKING @MID POINT ¢ � CO �WHEN CHIMNEY EXCEEDS 6'-0" Z5o / IN HEIGHT l~y z � GALV. METAL -- - TYPICAL MTW INSTALLATION LC SE USP MUC 5/8"0 THRU BOLT U� Mt R TRUSS 'OP PLATE l.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 CRICKETrGALV.MTL. FLASHING T � -r F ! I i O i -F r T -r + T T T + t r I I 1/2" SHEATHING OR O.S.B. °- � � FLASHING T O ++ -+ + + + + �+ TYPICAL HTA 20-18 /HTA 20 INSTALLATION NIN. EMBEDMENT SCHEDULE FOR =AND QUANTITY )F FASTENERS ,r -PRE -FAB CHIMNEY CAP // --FLASHING i _2"x4" BLOCKING (SEE MANUF. USP SPT24 AT SPECS. FOR MINIMUM DISTANCE) EACH JOINT TYP. /--EXTERIOR FINISH PRE -FAB CHIMNEY I' �, < � BLOCKING @MID POINT ¢ � CO �WHEN CHIMNEY EXCEEDS 6'-0" Z5o / IN HEIGHT l~y z � GALV. METAL -- - TYPICAL MTW INSTALLATION LC SE USP MUC 5/8"0 THRU BOLT U� Mt R TRUSS 'OP PLATE l.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 CRICKETrGALV.MTL. FLASHING 1/2" SHEATHING OR O.S.B. °- � � FLASHING z o ¢ 2"x4" STUDS @ 16" O.C. MAX. TRUSS TOP CHORD _. CUSP HTW20 @ EA. CORNER DOUBLE 2"x4" BLOCKING SECTION "A -All w1112"PLYWOOD SCALE: 3/4"=1'-0" C F ATTACH BLOCKING TO TRUSSES wl USP SLOPE USP HTW20 @ EA. CORNER MP -34 ANGLE TYPICAL ---- PRE-ENGINEERED TYPICAL CHIMNEY PLANco SCALE: 3/4"=1'-0" FILL CELL STD. 90° HOOK I. a STD. 90° -� HOOK BAR FAB CHIMNEY ASSEMBLY FLITCH WOOD TRUSSES 1 (N 16" O.C. MAX. x4" BLOCKING w/ 'LYWOOD FLITCH TYP. BOND BEAM BOND BEAM STEP SCALE: N.T.S. - CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM L O ll 0 00 CL 00 to 0 Q � vi � I-- q� o co -O o�� 'u to m vrni � Cq -� -O (1):20 ai � LL, M N � x N o n rn "LL CL LO 49 t 0 B kDU JPS ta., r To the best of the engin ergs° kn6wledge and understanding, Or,,, structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for die structural portion of this drawing. O T -t M N c� (rj d � a j � r-, m O � q j MCL ILL Imo. W�� J p � t.t-) cll LA I Ln U Q O� wr�i0 � mzZr� �.l �o�zoa a SLz.w�'Z a w W � 0-' J r -I o a. o CYY Q o } V `iO�W N � �ao?O i --I � w LLn Lij U l J w W Q Z Y Q Moo ;o z , o�o�z CCY LL LU 3 0 z8% N 1 )'aQoo LL SCALE ; AS NOTED PLOT DATE : 01/19/2011 VERSION NO. e JOB N0: 110049 SHEET NO. (1) LAYER UNDERLAYMENT FOR ROOF PITCH 4:>12 & (2) LAYERS UNDERLAYMENT FOR ROOF PITCH 4:<12. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 12/ -HURRICANE ANCHOR @ EACH (TYP.) VARIES 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/ METAL PL. UNDER EA. TRUSS 5 1 11 1 5/8"UR 1/2" HIGH STRENGTH (U.N.O.) (OR / GYP. TYPE X @ W/ 2-16d TOE NAILS @EACH END �� 2-16d TOE NAILS @ EACH END U.N.O. OR %" GYP. TYPE "X" _ MOISTURE BARRIER GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ROOF COVERING CONNECTIONS. PROVIDE (1) USP HTW20 WHEN INSULATION BAFFLE ---�_;L S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW S F TRUSS ALIGNED WITH STUD BELOW 7/16" O.S.B. MIN. SEE ROOF TOP PLATE P. . DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE '- '�-�--_--_--_ NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES 3/8" MORTAR BETWEEN COURSES USP SPT24 -'s- ( ) @ USP SPT24 '-2"x S.P.F. (OR EQUAL) STUDS @ 16 O.C. U.N.O. CONNECTOR � 2"x S.P.F. OR EQUAL STUDS 16" O.C. U.N.O. " 1� �� CONNECTOR 1/2 CDX PLYWOOD OR 7/16 O.S.B. 5/8" OR 1/2" HIGH �___ALUMINUM DRIP J -- SHEATHING REQ'D. FOR ALL STRENGTH CEILING EDGE -- - - - (1) ROW 2x BLOCKING @MID HGT. FOR WALL (1) ROW 2x BLOCKING @ MID HGT. FOR WALL BOARD PER CODE (OR 5/8" 1 EXTERIOR OR SHEAR WALLS AS - HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS GYP. TYPE "X" @GARAGE ALUMINUM FASCIA INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". FOR WALL HGT. > 8'-6". 2x UB FAS IA - --- - SHEATHING W/ 8d COMMON NAILS @ - - W/A HABITABLE ROOM 12' N.O. 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN ABOVE W/DRYWALL 8"x4"x16" NOMINAL 3/8" MORTAR BETWEEN EDGES, AND 12" O.C. FIELD SCREWS @ 7 O.C. SOFFIT I I @ @ CEILING & 8" O.C. WALLS BLOCK WITH 3/8" _ -I SLAB & BLOCK ° f' USP SPT22 CONNECTOR USP SPT22 CONNECTOR 8"x8"X16" KNOCK OUT MORTAR BETWEEN 5/8' x 10""J" BOLT @ 24 O.C. W/ - 5/8"° x 10" "J" BOLT @ 24" O.C. W/— COURSESCUT TO 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) INSULATION PER BLOCK W/ 1#5 CONT. - ALT: 1/2"x12" TITEN HD @ 24" CHART ON FLOOR FILLED SOLID W/GROUT SLOP`. L ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE ( 2x P.T. BOTTOM PLATE -- - „- - - J' O.C. OR 5/8"x10' WEDGE ANCHOR �- U.G. OR 5/8"x10' WEDGE ANCHOR PLAN - x6W1.4xW1.4 6x6W1.4xW1.4 f _: A.F.F. @ 24" O.C.) 2°- @ 24" O.C.) 2�� 1x2 P.T. HORIZONTAL ELEV. -0'-4 112" _ I__ J .___ LL ; WWF OR FIBERMESH K WWF OR FIBERMESH NAILER 8" C.M.U. TYPICAL (3 3 1/2" MIN. 3 1/2" MIN. I A.F.F. ELEV. -0'-3 1/2" z — r—�— STD. 90 HOOK (SEE DETAIL) .,, ' :1 qo 4 TYPE ..5.' MORTAR 2x4 CONT. w b b f rrl=m-rrl _ _z _ - �I I=1 I I -III -1'3 1/2"(min.)- 4" - [(3 A�4.N _ —1T_Irl-IrP�=_ " _ rn-irI31/2 (min.) 4.,II I I=III=111 .t III- I I -III-- -- __GARAGE DEPTH VARIES -f_=rn-rn=i n-rr=l =I I =III 1/2 (min.) 4 I}I I� 11=frl-rn-=rri 1=1111111 I -ARCHITECTURAL - -III-TIII= 111-III=III-III- III=III- I' =1I SII I I_ I- III -III -1I I -I I I- I I1=1I I FINISH a III III III, I ,III- hI I III III`, III I 1=1 ; 11- 1x2 PT WD FURRING @ 24" O.C. (2) #5 CONT. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. 1 4 MIN, (2)#5C__ T. U.N.O.4' -4 MIN. U.N.O. su O CELLS (SEE TYPICAL BEARING WALL STEP FOUNDATION PLAN GARAGE SLAB AT STEP B TYPICALBEARINGWALL STEP SHEARWALL C @ ('CC 1x4 P.T. BASE NAILER FOR LOCATIONS) SCALE: 3/4"=1'-0" "3,) "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 4"x4" INSPECTION 3 1/4" BASEBOARD r PORT AT EACH FILLED CELL TYPICAL l c ����� MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR osEG�� MIN PSI MAY VARY PER TO CUT BLOCK OR POUR 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING it V65•��E MUNICIPALITY. CURB DUE TO SLOPE NAILED W/ 8d COMMON NAILS @ 4" O/C CONCRETE SLAB W/ 6X6 NOTE:EXTEND 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. W1.4XW1.4 WWF OR = 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. ���N����O 5 "FIBERMESH„ DECO FINISH 4' to 6' LOAD BEARING OR BELOW GRADE - (2) ROWS OF 2x BLOCKING @ �, ,/ �c0N�"�J - (1) ROW 2x BLOCKING @MID HGT. _ EXTERIOR WALL • 18x P.T. M STUD THIRD POINTS SOLATION PER CHART ON FLOOR PLAN / EE SECTION CIS3 FOR J rd PTS < 2x STUDS @ 16" O/C FOR WALL HGT � 8'-6". (2) 1N NOTE ROWS 2x BLOCKING @ 3 _...zS - FOR WALL HGT. % 8'-6". �, �' -III-111= I- I 1 �• ` . P i - #5 VERT. IN FILLED CELL \ l 7/8" STUCCO FINISH PER ASTM G. 926 APPLY 3 ADDITIONAL INFORMATION co SEE GC/S3 OR c�.t 1/2" GYP. WB MIN. GARAGE III -III=1 I I -I 111 LAYERS W/TOTAL THICKNESS 7/8" OVER ( ) @ 6 MIL VAPOR - z G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIDE IF APPLICABLE. - 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" USP SPT22 CONNECTOR r = 5/8"x6" "J" BOLTS BOLT BARRIER ; D V =111 BOLT INFO. = f 3RD LAYER 1/8" -(HICK. K.O. BLOCK ��� �� I � . r (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE 5/8 EXPANSION BOLT @24 O.C. COMP. SOIL. p 5/8" x 6" EPDXY BOLT OR SP SPT22 @ EA. STUD _ W/ 7 EMBEDMENT (MIN. SHEAR_ I- _ WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ (COMPACTED TO 95% -I I I 1 =III=III- 1= (6) 1/4"x3 1/4" TAPCONS 3500#, MIN. TENSION 2600# MODIFIED PROCTOR I 1 I III Mill -I I 1-1 I _ 1 � 1 *USP SPT22 TYP. 6 x 6 W1.4 x W1.4 WWF OR 1 2X P.T. PLATE SPACE ANCHOR 20" MIN. LAP � � SPACED EVENLY FIBERMESH 95 REINFORCING J BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N ASTM D1557) �, WE SCREED INSTALLED �� BAR `-_ END OF 2" x PLATE -� [WWF OR FIBERMESH r = 3" MIN. CLR. 2x P.T. PLATE w 2 #5 REBAR (, PER MANUF. -- o o - p• C () CONT. -/ FINISHED E __� #3 OR #4 REINFORCING BAR ° STD. 90 HOOK (SEE , - p MIN. Fy= 40k5i V ON 3" CHAIRS TYP. 4" 1'-411 nG ° GRADE N tr ?----------------------_'--G -- ° ' z #3 & #4 LAP SPLICE a o 0 U.N.O. DETAIL) c - =1 I I-III=111_ I I -111=I I hI I I z �, FINISH -ill-111_111 111_111-III=III= MONO OR STEMWALL „' - _ 25" MIN. LAP a 1 _ ,- 1TI III- �. 11- _ _ -i FOOTING MONO SHOWN I I I =1 I rr_ _ w _III=III= I=11� o III I=111-111 TYPICAL WALL SECTION A FOR CLARITY R -, s MIL VAPOR BARRIER=III III a ' .' II=111=111=1II=(T == 4 -111,; 111 1 III E1 I I -1I 1-IILE. �-#5 REINFORCING BAR 1 7/8 _YID "-V-0" R I II_III IIi_III III III II_III_ SCALE: 3/4 -III- o : I i-III=111-I I II-III= Z 1-111=111=1 I 1=III 111-1 I I 11.= I=1 I 1-I #5 LAP SPLICE -- (2) #5 CONT.- -I 1=1 I 1=1 11- 11-1 11, , , I I - NO NOTE: _! -II " 1111111 • I I -III -III -III -I I' 3° CHAIRS 1 ROW 2x BLOCKING MID * II r_. i r COMP. SOIL. (COMPACTED TO - I �r -° _-I_tN I I �I 36" MIN. LAP ON 8" 1'-4" 8" FUR BEARING WALL _ _ O @ W/ UPLIFT ONLY __-_ " _! I 95% MODIFIED PROCTOR ASTM1-111=111=III ' 111-III=Illi .I 1'- '-� f0 (TYP.) - 1I I "r III III -III -III -I I L -1 I I -I I I - 2x #2 SPF STUDS HGT. FOR WALL HGT. 5 8'4'. S (2) - - D1557) - 11-1 1-1 1—I 1 -1 1- - ROWS 2x BLOCKING 3rd PT ! I 11 ,=-1' ;' - 4" 1'-4" -#6 REINFORCING BAR #5 STD. 90 HOOK @16 O.C. W/ (2) - @ I'_- ` 16d TOENAILS -r & B FOR WALL HGT. > 8'-6". ,1 '; .I, 1. I ...III,. : - #6 LAP SPLICE TYPICAL INTERIOR BEARING 1/2" GYP. WB (MIN.) @GARAGE SIDE IF z FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT G APPLICABLE. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1' 0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" "3,) SCALE: N.T.S. S32x P.T. PLATE 1/4" DIA.X 3 1/4" rAPCONS @ 24" 0/C &SLAB INFORMATION. SLAB INFORMATION.SCALE: 3/4"=1'-U" S3 @ 6" MAX FROM END OF 2 x PLATE E (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 �``� 6x6W1.4xW1.4 WWF OR FIBERMESH CHAIRS (TYP.) � W�/t/F OR FIBERMESH "' 3 1/2"( in.)- 4" -- D ° -III-III-III ° . I I -III -III III o co ° '-1 11=1 1=1 I �I ° I_ 11-I 11 -III_' - 11=-TSI=1Ti=TI 1=1 I I-1 11=1 11=1 -_- — 'RE1 I I-1 I I III TTi'v I I I111 I II I II I II I II I II I II I I� IT o j -III- I I I- -I "I -I 1=1 1=I II I=I I II 1=1 11=1 11=1 11=1 11=1 11=1 I'- -- III III IIII 111 �III1111111jj1111„III-1'° 14; �= I- $„ MIN. TYPICAL INTERIOR BEARING P.T. 2x 1/2" GYP. BD. \ TYPICAL THICKENED SLAB EDGE L N, 2" /HOLD GYP. BD. WALL W/OUT UPLIFT GG �� 1, , 1/2" FROM SLAB SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3—::i o CONT. BEAD SEALANT 0'-0" _ ---� -� FOR ADDITIONAL SLAB �i ¢ INFORMATION. BLOCK WALL BEYOND INTERIOR 2X STUDS @ 24" O.C. U.N.O. EXPANSION JOINT 31/2"� VARIES MASONRY WALL AND r UPT: DEPRESS SLAB 5 %" DEEP ��� AND 6" BEYOND DOOR TO 13 O.H.D. RECESS _ > __ _ - -_ GARAGE PAD FOOTING RECEIVE PAVERS /DRIVEWAY BLOCK WALL BEYOND N v = 1 1/2 RECESS FOR 6 x 6 W1.4 x W1.4 _ CONCRETE SLAB- CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. S.G.D. (U.N.O.) WWF OR FIBERMESH N ,� 8" MASONRY WALL 14° _.C. D O.H.D. RECESS = �, .. - EMBEDMENT 12" O.C.0 C W/ DRYWALL SCREWS @ v J E FOUNDATION PA 8�, EXTEND _ EM @ z ;, '' T STAGGERED, FROM BOTTOM INSULATION PER CHART "� n CONT. FOOTING STEEL MAT REINFORCING. PAVERS- ^ a . "' ��--t r . ' i �• ~4'. I-- y PLATE TO CONCRETE ON FLOOR PLAN ° (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT c = c _---_ 4 a 1 11111-111--' �o z GRADE - J T 0o TENSION 120#) CONCRETE SLAB E = aO - - _ _ - - - . • • I -III -I I : • 1-111= — _ N 6 x 6 W 1.4 x W 1.4 « . = W T r I I III I I I=1 I I ,III -III . _ - i - 11 11 0 J _ I • m a. 1— 10W i - \� -' • . .. -1 11- W 0 i. 4 op — :" —I n y `f - - - - r r O W O W !' 'I 1 -L', W III- r { III_ o o = - • �'' •- __,: L__ I1 0 WWF OR FIBERMESH I.-� I I' IIIIIIIIIIIII _ -I 1 - o. — — 1 1 _ LL Z Q IT 11--11 I � .:' •. '�'' ' .' - I I_ ' �--� � -III I11=1I I 1 I I III- 6 MIL VAPOR SEE A/S3 OR J/S6 BARRIER :-; - -- I SEE A/S3/J/S6 -1 I I=11 ' • ' I=III_ FOR REINF. INFO. 3 MIN. CLEARANCE FOOTING I,- FOR REINF. INFO. � I I _ _!; I ; I I BEYOND 1 1' 4" (1 STORY) ( OPTION #1 PAD REINFORCEMENT 3" MIN. CLEARANCE SEE A/S3 OR J/S6 -III I I III T 1 I; III= 1'-8" (2 STORY) SEE TYP. WALL SECTION FOR ADDITIONAL (SEE SCHEDULE) 4' 4" FOOTING WIDTH 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. M PATIO COLUMN FTG. DETAILrN 'I' 8" (2 STORY) SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. ADDITIONAL INFORMATION. S3 GARAGE DOOR SLAB RECESS �.� SEE TYP. WALL SECTIOiN FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. t' C10M, v � cr) N I" V C I- v o 0 00 rn QD 22 is E 0 vvli 0 O mo St U �Wi� 1✓ CO w Oma o U 'Q0 ' ¢Lo r: 0 N t R U C ti t''�w�,�' ��_ /X+ V P a� lip Ul° t J > .y aS Q1 V •i� ���� m�yy r 0 U 4. .� Zaa oz 2 . 0 q,00� �� i"•. ; - z,�, �� CCm m z U LLU, 4 O U To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this; drawing. (N cn M r 6 ® 4J !Mn Q Q h L Q i LLI � --� O fo W Ln W Ln U Ln mi o� U,' LU u_ Wm�� � UnZc''irQO 0 O Z' O a Z > Z V z TLr�iLrJt"Z w V T-1 a a? �O,n o�o ,�6 Q LLI W J U J O Lu �ZU LU 0 UGH�ry 4 O ce U r.,% O W L �- 2- 01 LU 0 ¢Lij Q-1a8r- In Lu �gZ� U..I 2LU O aa¢oo �- 41-�,ax�� qq��� 1 V J Y W CL L W � z w _j ° SCALE : AS NOTED PLOT DATE : 01/19/2011 VERSION NO. 3 OUR 0 JOB NO: 11-0049 SHEET NO. VENT OR 2ND FLOOR - SEE TYPICAL WALL SECTION TYPICAL C.M.U. WALL 1/2" MINIMUM CEMENT FINISH- 12 „ .. PRE-ENGINEERED WOOD TRUSSES @ 24 O/C 3/4" FURRING STRIPS STANDARD 3" DIA. 'TEE ` 4 FYP') SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) THREADED 3" DIA. EXTENSION-� DOUBLE 2"x4" S.P.F. TOP PLATE -- 1/2' GYPSUM BOARD , SCREW OFF CAP (3" DIA.) --� - W/ DRYWALL SCREWS 7/8" STUCCO FINISH PER ASTM C. 926 FOR CLEAN-OUT - @ 8" O.C. OR 4d 7 5(8" 8 7 5!$" 8" 7 5/8" 8" DRYWALL NAILS MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 11/2" MAXIMUM - - DOUBLE 2x TOP EXTENSION FROM EXTERIOR PLATE FACE OF BLOCK WALL IS 21/4" INTERIO WALL --_ TO DRAIN v-� 2x BLOCKING @ EACH END W/ 10d @ 4" Q.C. FROM EACH HEADER FACE EXTERIOR TO BLOCKING WALL CLEAN-OUT A WALL ---(2) 2x HEADER SCALE: N.T.S. Sq PER PLAN rC A[] ❑ SOLID AREAS ARE STEEL AND GROUT DOOR OPENING -")x , ❑ ❑ DOOR OPENING ❑ ❑ ❑Fol y rm REFER TO WINDOW PRODUCT APPROVAL ❑ ❑ 1/2" EXTERIOR GRADE SHEATHING 0 Fol SHEETS FOR INSTALLATION INFORMATION BY ❑ ❑ 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. STEEL AND GROUT _, _ - --_ _ CRICKET AS REQUIRED _- FULL 8x8x16 BLOCK USP SPT24 @ EA. STUD DOOR OPENING -- CL 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 i y; 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 2x BOTTOM PLATE W/ (1) 10d @ 8" „11 .,, 1ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS VARIES U.C. TO EACH HEADER FACE NOTES: MASON TO LAY BLOCK AS SHOWN ABOVE, EVERY COARSE MUST BE BONDED TO THE - - I� __-2x STUDS @ 16" O.C. W/ REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE 1/2" EXTERIOR GRADE SHEATHING AS REQ'D 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. STUD W/ (3) 10d NAILS MAIN SPAN WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW rB MASONRY LAYOUT rD_'� MOISTURE BARRIER ROOFTRUSS SINGLE 2x CONT. BASE_ - -,L I PLATE W/ (2) 12d TO - _ UPLIFT CONNECTOR SL� SCALE: N.T.S. SL� SCALE: N.T.S. 54 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. _ _ (SEE SCHEDULE) WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES & 8" OIC FIELD (3) (2) AND FILLED W/ GROUT - 1 #5 VERT. IN CONC. FILLED CELL (2) USP LSTA30 12 `-SEE TYPICAL WALL SECTION BEARING WOOD FRAME WALL rK ®� N`l:B ll •C 0 "`-/ PRE-ENGINEERED WOOD SEE ELEV. SPT22 EA. STUD W/ STD. 90" HOOK IN K.O. BLOCK (TYP) -_ <-- " OIC TRUSSES @ 24 UPLIFT CONNECTOR TYPICAL GARAGE DOOR BUCK VERTICAL JAM 5/8"DIA. x 8" J -BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E 0 r (SEE SCHEDULE) -� - -_=- DOUBLE 2x4 SPF #2 KNOCK OUT NOTCH LINTEL WHERE REQUIRED - BLOCK W/ (1 ) #5 FOR CONCRETE PLACEMENT SCALE: N."T.S. "4",) FLOOR. ALL J -BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE) ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) SCALE: N.T.S. 54 TOP PLATE „11 .,, z 2x S.P.F. STUDS @ 16" O.C. OPENING SINGLE 2x CONT. TOP � PLATE W/ (2) 12d INTO NOTES: - TRUSS ABOVE CLOSURE WALL W/ NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. I� __-2x STUDS @ 16" O.C. W/ NOTE: PLATE LENGTHS MUST BE BOTTOM SPLICE/- USP SPT24 @ EA. STUD (2) 10d TOENAILS T&B 1/2" EXTERIOR GRADE SHEATHING AS REQ'D �' - 2x BLOCKING @ MID -�- EA END POINT EVERY OTHER EA END STUD W/ (3) 10d NAILS STD.90'HOOK 8"-.'. LINTEL BEAM W/ (1) #5 CONT, IN OPENINGS GREATER THAN 6'-0" WIDE (U,N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION CRICKET AS REQUIRED - I J� FASTENED TO TRUSSES WITH 8d COMMON (2) SINGLE 2x CONT. BASE_ - -,L I PLATE W/ (2) 12d TO - NOTE: FOR BEAM DEPTH 22", PROVIDE A4"x4" INSPECTION TRUSS BELOW AT LEAST 4'-0" LONG. TYPICAL (1) USP LSTA30 91-16, EBLOCKING USS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO W/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END WALL 2"x BUILT-UP COLUMN SEE PLAN FOR MORE INFO DOORSTOP TOP SPLICE MOLDING 2 ROWS 10d @ 3" O.C. (14 18-10d NAILS �z ¢ ° a _ 2x TOP PLATE GARAGE ' • NAILS TOTAL) EA, SIDE OF 2-16d NAILS @ 24" O.C. OR DOOR 2Q-PLICE STAGGERED ° •� , � i �N 2 x 6 P.T. EQUAL TO TRUSS BOTTOM` ° `� ° 5/8"DIA. X 12" EPDXIED ATR �,, ` `.`,\\^\ .. CHORD OR BLOCKING �:..\ r W/ MIN. 8" EMBEDMENT "MAX 5/8" W/ 5/8" W.A. W/ 2x STUD @ O.C. MAX 24 �' O�S� :;\ \ 10d @ 8" 0/C 5 1/2" MIN. EMBED PROVIDE P.A.F. NAILS OR ��(� qNC� 2x P.T. PLATEEQUAL @ 12" O.C. STAGGERED FROM BOT. '�. - -©� UPLIFT= 42901t (SPF / SYP 92) SEE A/S3 FOR PLATE TO CONCRETE DOOR TRACK:; REINF. INFO. W/MOUNTING ANGLE BLOCKING (TYP.) \ „11 .,, REQ. AT OPENINGS OPENING 2" x 4" WALL NOTES: STRAPS NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. JACKS NOTE: PLATE LENGTHS MUST BE BOTTOM SPLICE/- ' 1i 1/2" EXTERIOR GRADE SHEATHING lJ �' EA END EA END �� FILL LINTEL AND ALL CELLS ABOVE LINTEL. EA END (D (a 70 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 OVER STUD J� FASTENED TO TRUSSES WITH 8d COMMON (2) (1)USP LSTA30 -,L I (2) NOTE: FOR BEAM DEPTH 22", PROVIDE A4"x4" INSPECTION -� _ �I AT LEAST 4'-0" LONG. TYPICAL (1) USP LSTA30 91-16, WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES & 8" OIC FIELD (3) (2) = _ = - - EBLOCKING USS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO W/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END WALL 2"x BUILT-UP COLUMN SEE PLAN FOR MORE INFO DOORSTOP TOP SPLICE MOLDING 2 ROWS 10d @ 3" O.C. (14 18-10d NAILS �z ¢ ° a _ 2x TOP PLATE GARAGE ' • NAILS TOTAL) EA, SIDE OF 2-16d NAILS @ 24" O.C. OR DOOR 2Q-PLICE STAGGERED ° •� , � i �N 2 x 6 P.T. EQUAL TO TRUSS BOTTOM` ° `� ° 5/8"DIA. X 12" EPDXIED ATR �,, ` `.`,\\^\ .. CHORD OR BLOCKING �:..\ r W/ MIN. 8" EMBEDMENT "MAX 5/8" W/ 5/8" W.A. W/ 2x STUD @ O.C. MAX 24 �' O�S� :;\ \ 10d @ 8" 0/C 5 1/2" MIN. EMBED PROVIDE P.A.F. NAILS OR ��(� qNC� 2x P.T. PLATEEQUAL @ 12" O.C. STAGGERED FROM BOT. '�. - -©� UPLIFT= 42901t (SPF / SYP 92) SEE A/S3 FOR PLATE TO CONCRETE DOOR TRACK:; REINF. INFO. W/MOUNTING ANGLE BLOCKING (TYP.) \ NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL NOTES: STRAPS NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. JACKS NOTE: PLATE LENGTHS MUST BE BOTTOM SPLICE/- ' 1i 1/2" EXTERIOR GRADE SHEATHING lJ �' EA END EA END �� FILL LINTEL AND ALL CELLS ABOVE LINTEL. EA END (D (a 70 1'-4' OVER STUD (2) FASTENED TO TRUSSES WITH 8d COMMON (2) (1)USP LSTA30 41-91 (2) NOTE: FOR BEAM DEPTH 22", PROVIDE A4"x4" INSPECTION TYPICAL INTERIOR NOW AT LEAST 4'-0" LONG. TYPICAL (1) USP LSTA30 91-16, WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES & 8" OIC FIELD (3) (2) = _ = - - (2) USP LSTA30 PORT @EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL rK ®� N`l:B ll •C 0 SPT22 EA. STUD �� VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED TYPICAL GARAGE DOOR BUCK TOP PLATE SPLICE DETAIL M USP HTT16 rN 0 r (w SCALE: N.T.S. S 4 SCALE: N."T.S. "4",) USP @ 2x P.T. PLATE PROPERLY. SCALE: N.T.S. 54 SCALE: NTS S4 2 U. %M,aa�� ROOF TRUSS SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. Q F= 2240 LBS To the best of the engineer's knowledge and - specifications comply with the 2007 Florida Building Code, Residential witlr 2009 revisions signed and sealed for the structural portion of this USP ( C 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 4 ' � GS LESS OPENINGS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT - REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. AND FILLED SOLID W/GROUT MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY rG 1 #5 VERT. IN GONG. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK SCALE: N.T.S. c+�1 KNEE WALL ABOVE MASONRY WALL DETAIL F �7`t SCALE: N.T.S. "4,) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS lJ �' EA END EA END EA END EA END (D (a 70 1'-4' (1) (2) (1) (2) (1)USP LSTA30 41-91 (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 2X BLOCKING 2X STUDS (f 24" O.C. OVERLAPPING 5/8"x10" "J" BOLT -NAILED — - @ 24" O.C. MAX. INTO 10d NAILS @ 6" (?) 16d TOE NAILS MIN. (2) PER 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 CREATE A SOLID BASE FOR "HOLD DOWN CONNECTIONS PLATE AND BB/S1 FOR _ 2X8 WALL ABOVE 1/2"X9 112" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @BEARING ADDITIONAL DETAILS _ ENTRY SCRAP MATERIAL \ � \ WALLS NOTED WITHOUT UPLIFT USP SPT22 _ K.O. BLOCK W!(1) SEE FLOOR PLAN NOTES FOR USP SPT4 -J-BOLTS @ 24" O.C. #5 CONT. & REQUIRED CONNECTION / MAX \ \\ W T RECESS / USP SPT4 USP SPT4 FILLED SFFp Ooh LINTEL 5/8"X10" J BOLTS CqN \ 2 -ROWS 12d NAILS STAGGERED2X P.T. PLATE 3 -ROWS 12d NAILS STAGGERED @ 2'-0" O.C. FORM CREATES CONCRETE RECESS TO @ 12" 0/C EACH FACE OR - MASONRY WALL 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW \ FOR WATER SHED. \ 2x CRIPPLES @ @ 12" 0/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" O.C. MAX. J (MIN. (2) PER BOTTOM PLATE) (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY USP SPT4 SPT24- USP\\\ USP SPT4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END 2 2x HEADER SEE PLAN _C MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN FOR CLARITY SEE DETAIL 10d NAILS @ 8"--�- INTERIOR HEADER 10d NAILS @ 4" '` -- 54 10d NAILS K/34 IN POSITION GARAGE ENTRY FORM DETAIL O/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) -�Lv 44__ STAGGERED A @O.C. 6 --�-C' 12d TOENAILS. STAGGERED - 0 0 SEAT FOR BLOCK IS POURED ONLY TRANSOM FRAMING IN PLACE CONCRETE 2x6 MOUNTING BASE SCALE: N.T.S. DOUBLE 2x EXTERIOR HEADERS CRIPPLE STUD (1) 2x SILL PLATE W/ (2) NAILED INTO t BEYOND. 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 E PLYWOOD GENERAL NOTES I A ``� �� SILL PLATE W/ MP3 CLIPS /' TRANSOM FRAMING o SHEATHING GARAGE DOOR ROLLER GARAGE DOOR TRACK PLYWOOD FASTENED TO TRUSSES SLOPE FORWARD'-__. �_ EACH SIDE SEE SECTION AA/S1 AND WITH 8d COMMON WIRE NAILS 4" FOR DRAINAGE CONNECTION ASSEMBLY- BB/S1 FOR ADDITIONAL 0/C BOUNDARIES 6" O/C EDGES S4 B j- GARAGE FLOOR _ 2x STUDS TYP. ,. ,.� .. TRAVEL DIRECTION OF DETAILS GARAGE DOOR USP H�I T16 TYP. U.N.O. SEE N/S4 & 8" 0/C FIELD HOLD DOWN CONNECTIONS USP OHOING NOT REQUIRED @ BEARING SPT22 SHEATMASONRY r? MOUNTING BASE DETAIL FN/iy WALLS NOTED WITHOUT UPLIFT RECESS USP WALL BELOW a- 5/8"X10" J BOLTS @ 24" O.C. LINTEL SPT4 USP MAX. MIN. 2 PER BOTTOM SCALE: N.T.S. PLATE) SPT4 SEE PLAN FOR FOOTING BOTTOM OF MOUNTING B E P.T. BOT. PLATE � ALTERNATE: DIMENSIOtOS �,� POURED CONCRETE BASE FOR 5/8" DIA. ATR EPDXIED BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED 2X8 P.T. BOTTOM FOR GARAGE DOOR AND WATER GARAGE FLOOR. PLATEMMIZ. 6"" INTO BOND BEAM GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL Q � FRAMING DETAILS ABOVE ENTRY R SCALE. N.T.S. S4 PARTIAL INTERIOR ELEVATION 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. 54 SCALE: N.T.S. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) �4 vs v7 N vu c a� lJ �' r0i vi C I- N (D (a 70 E 'o" o O I 00 v o a) vi r` E o v"ti 00 m t13 d U � LL Q rp i— �- L y Y �Y ( N (D fad U O ya00) 0 00 0- o0 „ to 0 Q rn o rn � 0 ®� N`l:B ll •C 0 .0 Q?Fr (w a C �� �� a �N t_ , 0, 0 oV 2 U. %M,aa�� Q U To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential witlr 2009 revisions signed and sealed for the structural portion of this drawing. T-11 m t'V M ® c3 Ere j) 07 t0 > r-, U C� Q) M � Q�- � 7 0 �. ---� w W J CJ Ln � CJ o 5a�y Lu LL'z�H Lu m Q W LL _j �o��oo a 0aa8�¢ =�?zz (� i 0 � r- 0. a �lU Q 0 LU a0z0 T l J In to Lu I ztt J - Wlo Lu azua ugoo� P��s o�Qo=a LILA 0 ca Lu 0 0Lu LL Lu z oo �- T-1 a V) z ct� 0 �(:)LLI Lu I- �I ILL r. Lu Z a SCALE : AS NOTED PLOT DATE: 01/19/2011 VERSION NO. 108 JOB NO: 11-0049 SHEET NO. SEE STRUCTURAL 2x4 BLOCKING- 2x4 "T" BLOCKING SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES AND BACKNAIL W! (2) 16d NAILS NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS - SCHEDULE FOR "@L" BRACE \ 16d NAIL NAILING SCHEDULE FOR 2"x4" OUTLOOKER SHEATHING DETAIL NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOOKER @ 24" ATTACHED W/ @ 24" O.C. SHEATHING DETAIL 2"x4" O.C.(OPTIONAL - SEE EA. OUTLOOKER BACKNAIL W/ (2) 2x4 OUTLOOKER O.C. TYPICAL TOP CHORD - - -"' OUTLOOKER _ ELEVATIONS) BLOCKING FOR �� @ 24" O.C. - SEE STRUCTURAL 16d NAILS @O/C FIRST FOUR 45' ± 24" MAX. TOP CORD BLOCKING 45�_ 2X4 CONT"L" BRACE TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING TOP CORD - -- + / BLOCKING FOR GABLE TRUSS WE ROWS OF 4" MAX. EA. OUTLOOKER SCHEDULE FOR TRUSSES @ USP RT16 OR FOR FIRST FOUR FASTENED WI (2) 10d FOR FIRST FOUR ROWS --� DOUBLE 1" BRACING DETAIL 3"@ 24" 0/C. CMID OF TRUSSES @ EDGES SHEATHING DETAIL USP R r16 OR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE— �� EQUAL @ EA. ROWS OF TRUSSES @ HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE EQUAL @ EA. OF TRUSSES @ 5 SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF SCALE: N.T.S. S5 SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 2x4 CROSS BRACE APPROX. APPROX. 8" FROM SHEATHING TYP. TYPICAL @ RIDGE FASTENED AT \ "L" BRACE TO EXTEND EXTEND @LEAST 90% OF USP 8" FROM RIDGE FASTENED AT 2x4 "T" BLOCKING 48" O.C. EACH JOINT W/ (3) 10d ° 8'-0" OIC. _ RIDGE FASTENED AT "L" BRACE TO EXTEND AT LEAST 90 /° OF WEB 2x4 CROSS BRACE @ WEB LENGTH & NOTCH @ SPT4 @ EA. EACH JOINT W/ (2) 10d & (2) EACH JOINT W/ (2) AT LEAST 90% OF WEB 2x4 BLOCKING MAX. & (2)10d TOE NAILS @ LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) 48" O.C. EA. END @ 48" O.C. TABLE NAILS @ EA. END 16d NAIL 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT ) 2X6 FRAMED WALL -SEE GABLE TRUSS "L" BRACE ATTACHED SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d WALL SECTION FOR SPACING 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 4" O.0 � 7/16" OSB SHEATHING & (2)10d TOE NAILS @ r- FROM LEDGER TP 2x4 PANEL BLOCKING 7/16" OSB SHEATHING TYPICAL ATTACHED W/ 10d EA. END BLOCKING 112" CDX PLYWOOD OR 7116" @ 48" O/C FOR THE ATTACHED W/ 10d NAILS \ " O.C. EDGES GYPSUM WALL BOARD - GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF @ 6" O.C. EDGES AND 12" NAILS @ 6 W/ 10d NAILS @ 6 O.C. EDGES TRUSSES FROM EA. GABLE TRUSS WEB AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING _� THROUGH CHORD CORD ATTACHED W/ (2) 16-d TOENAILS ATTACHED W/ 10d NAILS � (2) 16d NAILS BOTTOM ATTACHED (2) 16d NAILS SINGLE rtLtr BRA � F'RxW! 2 16-d TOENAILS 2x4 "T" ON TOP OF PANEL S5 INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING O - - - SCALE: N.T.S. _ - BLOCKING, FASTEN WITH ' O.C. FOR THE FIRST 4 ROWS 2x4 "T" ON TOP OF PANEL BLOCKING, SLOPE OF ADJACENT SCISSOR TRUSS) � O.C. FIELD O � 10dx3" @ 4' O/C DIAPHRAGM FASTEN WITH OF P @ 4" 0/C SPACED WEEP SCREED OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL BLOCKING @ INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH -USP HGA10 @ 36" @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. 48 O/C GABLE TRUSS LV MOISTURE BARRIER WEEP SCREED W/ (2) 16-d TOENAILS 10dx3" @ 4 0/C O.C. USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. DBL. TOP TRUSS VERTICAL 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM—- -ALTERNATE USP LSTA18 STRAIGHT STRAP @ T-0" - - 2x4 LEDGER (MATCH BOTTOM STUD WALL _ PLATE SPLICES W/ 3116"x2" >?J PLATE WASHER USP HTA20 @ EA. TRUSS MOISTURE BARRIER PLATE _ - 0/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT (SEE TYP. SEC.) (2) 2"x8" "L" BRACE VERT. WEB (24" O/C MAX.) W/7-10dxl 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" TRUSS) USP SPT24 @EACH STUD FASTENED WITH (3) NOTE: IF EMBEDDED TAPCONS. SECTION STRAP MISSED VERTICAL SECTION � SECTION 3 SECTION 4 16a PER D (�L SCISSOR GABLE "T" BRACE WEB; USE SCALE: N.T.S. SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 7 MSTAM36 ON OUTSIDE SJ AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX BACKNAIL W/ (2) 2x4 OUTLppKER 8d @ 6"0/C 2 x 4 BLOCKING W/(2) 10d "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. __--REFER TO SECTION y iv SEE STRUCTURAL— 16d NAILS @ 24' 0/G WOOD TRUSSES TUE NAILS @EACH END @ 1A ON SHEET S5.1NOTES AND NAILING TOP CORD 24" O/C (TYP) FOR X BRACING, AND - - - - TOP CHORD N SCHEDULE FOR BLOCKING FOR SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS USP HGAM10 W/ (4)— BLOCKING EQUAL @ EA. OF TRUSSES @ 1/4"x1-3/4" WEDGE _r -• INFORMATION 11,2 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF BOLTS & (4) SDS 1!4" - APPROX. 8" FROM -" - SHEATHING TYP. x 11/2" SCREWS WOOD TRUSSES " °° RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING 1 1 2" 1 1 2" " EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. N TOP NG 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END LU GABLE TRUSS -- -- TRUSS SPANS 1/2" CDX PLYWOOD OR 7/16" aL ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING BRACING W/(3) 10d x 3" w _ • @ 48" 0/C FOR THE (2) 16d NAILS USB SHEATHING ATTACHED AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 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 ` EDGES AND 12" O.C. FIELD USP HGAM10 W/(4) -3/16"x1-3/4" 2x4 BLOCKING @ 24" D = 0.148", L = 3" OR EQUAL (D = 0.207", L = 4112) OR EQUAL D = 0.207", L = 4 1/2") OR EQUAL TRUSSES FROM EA. WEDGE BOLTS & 4 SDS 1/4" x 1 MOISTURE BARRIER ( ) ( END TYP. TOP & JACK TRUSS ( ) O/C W/'2 -16d` 1/2" SCREWS BOND BEAM TOENAILS @ EA. END NOTES: BOTTOM ATTACHED / SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4 -PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL W/ (2) 16-d TOENAILS 1- CONNECTION ,< MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3 -PLY) — MASONRY WALL f STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 01011- 3'-0" T-0" - U-0" U-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING CJ v7 C 1- N w 0 8o 00 O Q) 0 0 0 vii � ---- W d L C? o ow o o- co o r` to 0 � 0 AN V i3 U V 0 v S C UjaGri�b w J,d `� ',�✓ Ta � d . o D o C(7v z 9� ,,o CP 1E CL a C? a X oy d•aM ru3•o®0�o�+'p' q�y'�� •ty'� U o ;t t, It.R To the bestof tlhe englhders knowledge and v� d specifications comply with the 2007 Florida Building Cade, Residential with 2009 revisions signed and sealed for the sttuctural portion of this wU O �-1 M [V r -,y �1 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5 -PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL ARCHITECTURAL FINISH �—ARCHITECTURAL FINISH NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP &BOTTOM CHORD OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3 -PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/.[ .: CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ 10dx3" @ 4" 0/C (2) 12d TOENAILS '. THAT MY BE REQUIRED T-0" O.C. MAX. FOR EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION (L @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES NON -LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) ��- G1 EXT. WALL CONN. a� NON -LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. L SECTION -�'�— BEARING LOCATION (UNEVEN C G)rEREQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN SEE TYP. WALL SECTION FOR SCALE: 314"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS S 9 ADDITIONAL INFORMATION.�S5� SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 AS PER SCSI 1 03 SCALE: N.T.S. S5 SCALE: N.T.S. ADDITIONAL INFORMATION. -� �-SCISSOR TRUSS 12 2"x4" OUTLOOKER @ 24" - 6.9 MAX. O.C. W/ (2) 10d PER JOINT MINIMUM 2x t OVERLAP TRUSS BRACING CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP (SEE PLAN FOR WOOD TRUSSES 10dx3" O/C @ LOCATIONS) ;�A�'-/ TOENAIL 6" 0/C RUNNERS W/ (2) 16d TYPICAL (2)16d PER NAILS JOINT "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 01011- 3'-0" T-0" - U-0" U-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR - - _ BOTTOM OF THE BOTTOM CORD) ALTERNATEFT- NON - DROP NOTE: y--~`- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 GABLE END DETAIL MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING N "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING SCISSOR TRUSS SCALE: N.T.S. BRACE TO EXTEND FULL HEIGHT OF GABLE. CROSS BRACING DETAIL J TRUSS BRACING OVERLAP DETAIL rM B "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. SCALE: N.T.S. S5 SCALE: N.T.S. S5 3) SEE 6IS5 FOR MORE INFO. W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 1 GABLE TRUSS 4 s5 � - - I,L11 BRACE W/ 10d @ 411 O.C. 12 3 12- (SEE SCHEDULE FOR SIZE - - ss _ AND LOCATION) MAx. - -__ - - I _ -_ -`-- -_- ` ,.L., BRACE W/ 10d @ 4" OIC 6.9 MAX. / _ 5 (SEE SCHEDULE FOR SIZE �- AND LOCATION) GABLE TRUSS _- 6 S5 S5 ~- I, I f u I S5 12 DOUBLE TOP PLATE 6.9 MAX. `�- 2X4 LEDGER \ ,,_-USP LSTA 18 [S'TUDS „@ 6 O.G. --II -- II- CUNT. BEARING CONT. BEARING DBL. TOP PLATE USPHGAIO(TYP.) STUDS @16"O.C• USP SPT24 @EACH STUD HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL GABLE END BRACING DETAIL GABLE END BRACING DETAIL SCALE: 3/4"=1'-0" MEAN WALL HEIGHT UP TO 30' -0" -SEE STRUCTURAL NOTES SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION FOR WIND SPEED SPECIFICATION END JACK 0 11'-0" MAX. CJ v7 C 1- N 0 8o 00 O Q) 0 0 0 vii � [q ca d• v W 0 Y N 0 Nook (D '' 0131�1U o ow o o- co CORNERJACK r` to 0 � 0 AN V i3 U V U Q S C UjaGri�b w J,d `� ',�✓ Ta � d . o r` z 9� ,,o CP 1E CL a �. Q � a -V O oy d•aM ru3•o®0�o�+'p' q�y'�� •ty'� U d., %% t, It.R To the bestof tlhe englhders knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Cade, Residential with 2009 revisions signed and sealed for the sttuctural portion of this drawing. O �-1 M S5 12 DOUBLE TOP PLATE 6.9 MAX. `�- 2X4 LEDGER \ ,,_-USP LSTA 18 [S'TUDS „@ 6 O.G. --II -- II- CUNT. BEARING CONT. BEARING DBL. TOP PLATE USPHGAIO(TYP.) STUDS @16"O.C• USP SPT24 @EACH STUD HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL GABLE END BRACING DETAIL GABLE END BRACING DETAIL SCALE: 3/4"=1'-0" MEAN WALL HEIGHT UP TO 30' -0" -SEE STRUCTURAL NOTES SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION FOR WIND SPEED SPECIFICATION 0 c CJ v7 C 1- N 0 8o 00 O Q) 0 0 0 vii � [q ca d• v 0 Y N 0 Nook (D '' 0131�1U o ow o o- co r` to 0 0 AN V i3 U V C UjaGri�b J,d `� ',�✓ Ta � d . o r` S 9� ,,o CP 1E CL a �. Q � a -V oy d•aM ru3•o®0�o�+'p' q�y'�� •ty'� U d., %% t, It.R To the bestof tlhe englhders knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Cade, Residential with 2009 revisions signed and sealed for the sttuctural portion of this drawing. O �-1 M [V r -,y ® (� O jCD (� aj M h _ Q 7 0 .� � (b LL- N 4D L r-, 4-J ..� �Tl ry LU J �®(U Md U') Q) In O Ln oZ LLJ LL. LU 'XI O �I ��ao S z r zz a z Q 6, a wF'z T-1 0 0 o = w T1 U d N �WazO T -i 110 un LLQ J J t- Q in w 1—� LLQ 400 y� SI -10 z U p0w�� zdzzz W 0 c� �Wo==° aa�a�t- r..J W� O � 0 a �J ! w O u z T -i W4 Qoo 0 Qac �+ rr_ 10 SCALE . AS NOTED PLOT DATE: 01/19/2011 VERSION NO. 108 30B NO: 11-0049 SHEET NO. fl*% � 1X4 /2" DRYWALL DOOR JAMB (REFER- 1X4 F112" DRYWALL DOOR JAMB REFER- 1 X 4 1/2" DRYWALL ( UNACCEPTABLE INSTALLTION !v DOOR JAMB (NF- P TTO TO SHT. SDW2XX1 L FOR CONN. DE JAILS SHT. SDW2-K1 FOR CONN. DETAILS 1 X 4 TO SHT. SDW2-K1 FOR CONN. DETAILS 1 X 4 � MAX. 8" PROPER INSTALLATION DO NOT DO THIS N5 REBAR (GYP,) 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED .�c oh65 M v rn o o`�0 o �} -1 X 4 LONG �, / /' FURRING U "o " aqi in AND NAILED W/ 8d COMMON --- L 0 Y N O �Ny z £ aJ 3-1/4" LONG X 3/16"0 '� FURRING 3/16"0 X 3' FURRING GARCONS l �y " 3/16"� X 3-1/2" LONG , , , ; �,, LO #5 REBAR (GYP,) o� @ 6" O.C. EDGES AND 12" Q.C. FIELD BD N 1 B -D C TAPCON. INTO STAGGERED @ 16" 1X8 P.T. TAPCONS STAGGERED 2X8 STAGGERED @ 16" O.C. 1X8 ATTACHED WALL SHEATHING TO BLOCK(a) SPACING „ 1 DETAIL Q.C. 2 -ROWS INTO 2 -ROWS INTO ,OE 'W a.� °ate 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED � m PER MANUFACTURE MASONRY THROUGH 1-1/211 DETAIL MASONRY THROUGH 3" DETAIL TD. 90" HOOK (TYP.) STD. 90^ HOOK (TYP.) /' .. q 6A. To the best of the engineers knowledge and understanding, the structural plans and 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. signed and sealed for the structural portion of this FILL SOLID ANLAN ,--I M N M BOTH CELLS �" cnr cn � - i c� n v M I\ 'i ru �- F- ru 2x BAND JOIST W/ FACE NAIL C.)� S- N -r- Z 0) LUJ J o(t3 Ln (u Ln Ul)V Mj 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM 1X4 P.T.— 3/16" x 3 -ill" DOOR JAMB (REFER -1X4 112" DRYWALL ', METAL SEAT PLATE 10d @TOP & BTTM CHORD, NOTE: AND (8) FACE NAILS 10d @ LAP SHEATHING TO TRUSS VERT" WEB _ DOOR JAMB REFER EACH END W/ MIN. ( DOOR JAMB (REFER GARCON TO SHT. SDW2-K1 FOR wm�W�� Ua2V,a0 BOTTOM OF BAND JOIST TYPICAL OZ}pa0 TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2 K1 CONN. DETAILS----__ a. FOR CONN. DETAILS — FOR CONN. DETAILS 10d @ 12" O.C.--� a 01O��o vlza0 T—i FURRING x I-, 110 ,;. = 2X8 P.T. WITH 3/16"(1 X 3" 2„L 1 NOTC @ FIRST COURSE USP HGAM10 @ 12” O.C. w/4 -SDS 1/4x1 1/2" 2x P.T. AS REQ'D 2X8 P.T. LONG GARCONS 2X8 STAGGERED @ 16" O.C. V �_SCREWS -I - 3/16"x1 314" WEDGE BOLTOSB TO K.OSBLOCK 2x DETAIL 2 1/4" DETAIL 2 -ROWS INTO MASONRY 3-1/4" DETAIL NOTCH WEB AT THEFIRST2COURSD J LU°;� ±5^_ FILLED CELL PER FOUNDATION PLAN BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC W FILLED CALL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS LUWo�� 0�'c°� SCALE: N.T.S. SS Z p z SEE TYP. 2 -STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 945 #FOR "I STRAP (L n W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. =1890 # FOR STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" -1-PLY PRE-ENGINEERED TRUSS SOUDw/GRouT B 1 X4 FURRING __ - SOLID BLKG. AT TOP BTWN. - 1/4" x 31/4" GARCONS BLOCK ARCH BLKG. & BUCK — _ - USP RT16M W/ (8) NA11 NAILS & (6) 4' x 2"' fi HEADER - - 1/2" DRYWALL '1 �r_o--.__ * I ' \ '" TAPCONS r (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) - 10d NAILS x 11" NAILS AND ILL 8d NAILS AT 8" O.C. AT BUCK 2 $ 45^ DIAGONAL LEAVE A CUT OUT IN O.S.B. ON THE w 2 (4) 4" X 1 a'WEDGE BOLTS [ (1) STRAP = 1225 ' x (4) 10d NAILS INTO INSIDE TO ALLOW FOR INSULATION BRACE(S) - 2 x 8 BRACE/ BLKG. (2) STRAPS 2450#]) - TO BE INSTALLED 7116" OSB CUT HOLE IN O.S.B. FOR --- BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR •' �� BUILT UP PLWD. BUCK ARCH PANEL - --__ POLY -CELL IN THIS AREA - —2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM PLOT DATE : 01/19/2011 FURTHER INSTRUCTIONS, 4• • • q~ : tl SCRIBE (NOTCH) \ __ * FACE OF ARCH W/ (3) 10d NAILS JOB NO: 11-0049 SHEET NO. ° BACKSIDE TO FIT ARCH 4 10d NAILS INTO 2 x 8 _ O ATEA. END RETROFIT TRUSS DETAIL OVERHANG '� �'•.•�:.:=A �� CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. '• 2 x 4 SOLID BLKG. FULL WIDTH OF WALL BTWN. OSB INSTALL WDW. SCREW ANCHOR ( ) PROVIDE WITHIN << .. INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 RETROFIT WALL OVERHANG DETAIL NTSj BRACEAPCON 4 MIN. OF BRACE DETAILS A OR 2 X 4 #Z SYP SCAB TO SIDE OF INSTALLATION -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS THRU TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 3/8" TO 1 1/2" �`- 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH _ START OF ARC 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Yz' WOOD " DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. o NOTE: FOR OVERHANGS LESS MAN 3/8" - NO REPAIR REQ'D. SCREWS @ 16" O.C. MAX_ OR IF MASONRY / ' `- -____ kO�F (2) 10d NAILS @ 8" O.G. 4' MAX. RAD. ARCH DETAIL SCALE: N.T.S. SS WALL USE (3) 1/4 X 31/2 TAPCONS AT 16 \ O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR - TO TRUSS TOP CHORD _+_ + <EN�Ty PLYWOOD SHEATHING ---+ + - '` + 1-O° 5'-0° PLAN 2x6 #2 SYP @ 24" O.C. / /� + -- -' --_+ -__ + �� BLOCKING AS o INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION Y OO S ROOF SHEATHING ATTACHED �� + WITH 1/4" x 3 1/4" TAPCON 1 114 MIN. EMBEDMENT INTO K.) B B � 114" MAX 2,_0, 8„ PER NAILING SCHEDULE ALL , F REQUIRED �� t TO SUPPORT TRUSS--`_ +~` SOFFIT > . G U ' ° E . �' 4.. —#5 BAR . 10 F. Q CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK (5) -12d NAILS 2X6 TO 2X4 USP RT3A ___ + 2X4 SYP - p . •' s0 H IN TOP a 1 X 4 FURRING ° KNOCKOUT/ EACH TRUSS - __ _ � � cv 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ 2 10d O / _ _ ° CHAIR BLOCK — PROVIDE 2 x 8 DIAG. BRACE BTVVN- NAILS AT EA. END _ PROVIDE 2 MIN. () PROVIDE 2x — i� • CONT. W/ (3) o CONNECTOR _ _ —i MONO FOOTING c' p ° VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" -- __ I_ - - - -- - -_ `-r - ` -__ -- TAPCON AT EA. SIDE BUCK- 1 WITHIN 4" O 12d NAILS JACK TRUSS PROVIDED BY SEE LINTEL SIZE AND REINF. PER PLAN --I AND SECTION DETAILS -I - LEAVE A CUT OUT IN O.S.B. ON T '' MIN. OF START OF TRUSS COMPANY OR 2x4 SCHED. o 2 x 8 VERT. BRACE(S) ----� _ INSIDE TO ALLOW FOR INSULATION \ TO BE INSTALLED _ ARCH 92 SYP @ 24" O.C. ENTER SO IT CLEAN FILL / DIRT - BUILT UP PLWD. BUCK- 7/16" OSB ARCH PANEL PRECAST LINTEL { p. p 4 ! U STANDARD o 90' HOOK N 4'-0" MAX SEE PLAN SCRIBE NOTCH BACKSIDE \ (NOTCH) 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN TO FIT ARCH CONNECT W/ _ ` _ �� START OF ARC IF TRUSSES USED) W/ (2) #6 X 4'%." WOOD FOR OVER HANG FILLED CELL 8d NAILS �2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K SECTION ENTRY @ L SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL _g SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS .13 SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRC / FBC NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST `L HOURS BEFORE PLACING MORTAR. EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. LL MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL 118". 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 EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE SHEET D2 AND FLOOR PLAN FOR MORE INFO _- —DRILL 3/4"X6" MIN. HOLE SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS I CAP TO PREVENT LEAKAGE TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR- W,W,M. AT PERIMETER W/ (18) - NAILS TO BLOCK IT MAY BE NECESSARY COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION STUDS & 1 5/8" DIA. ALL STUDS O -8" #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. r EXISTING BOND BEAM o IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 6'-0" 5" EMBEDMENT & 3" MIN. (n SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F"F � � EDGE DISTANCE Q FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP � w LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE �\ " _ o o - NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL _ ..> ^':;: REINFORCING AS FOLLOWS: --SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. :-.',, :. •; :';,.'.-' .::: ,:,,y:; ...f * •' .'':':' : " `' ' "` D D II=I II=IIOIII-III=III= g°. I -I I I=III-I I, ,I I I -I I o I=III=III=� I �- w U) A #5X6 EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. ; '';,: ;.;:,:° ".;'',:.. ': 6 MIN. LAP SPLICE W/ \ " * - ;":;>. ?.,.";, :'a:_ :::; :;::" COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ', ::-: _., .. ::,.•_.- jf REINFORCING PANEL P ' o _ _ I Io oI L- _ I -III -III= � '. I I I=III=1 v z EXISTING FOOTING 2 #5X6' IN CONC. � _ SMOOTH. DO NO FURROW.N. �_:`', '-''`` III— I �"'., FILLED CELL DRILL 3/4"X6" MIN. HOLE y 4'":-� F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT ; : : ==':'' ,Yf'` J GRADE o. . P I I=� 1( - 1-1 SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. _ ' 6" MIN. LAP p p \ -'.•y Lq G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST = SPLICE :;::: _ NOTE: p M \ z I� REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. SEALANT �� f D A o ' TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE ^ ;4" SAW CUT P -- SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE GLASS BLOCK DETAIL �C #5 REBAR. MIN. 3" WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) *(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FRC TABLE R301.2.1.3) ( 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN *(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FBC TABLE 1606.1.6.1) EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. „ RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 6a0 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. - SCALE: 3/4 - 1 0" , SCALE: 3/4 - 1 -U' FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. fl*% 0 !v u � vi C F- O -- oh65 M v rn o o`�0 o Ln [A Wd- y -0 U "o " aqi in roLL C0Y --- L 0 Y N O �Ny z £ aJ �Q.o°' a 00 00 /0 LO O BD N 1 B -D C 12-0 ,OE 'W a.� °ate �r4• ;ZI a w -N, �. ctl Cx.1N � � m 0 X10, o)� 0 No -�`jC 1, N n - 0 19--; `mcg'n Yi O .. q 6A. 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. ANLAN ,--I M N M �" cnr cn � i c� n v M I\ 'i ru �- F- ru C.)� S- N -r- Z 0) LUJ J o(t3 Ln (u Ln Ul)V Mj Icy— o` LU 0 wm�W�� Ua2V,a0 OZ}pa0 F -"s -"z a. N �29 �qb�- a7)�8j,n a 01O��o vlza0 T—i x I-, 110 I'D V LU Fs J LU°;� V) W LUWo�� 0�'c°� U Z p z �WCIZo° �Q�Wuc LU (L n >>¢20 0 �n 4' o z ¢ �T-A ILL LU �. z r -t � SCALE ; AS NOTED PLOT DATE : 01/19/2011 VERSION NO. 3 a 0% 8 JOB NO: 11-0049 SHEET NO. �1 vv/ G- 1 U L L/yVl 1 I r\VJJ vvCU SCALE: 1/2" = 1'-0" TRUSS NOTES. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIITPl-2002 CONV. FRAMED RIDGE ED MAYBE NAIL (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) IL WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT T INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST O PRE -ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" U.C. BETWEEN EA. TRUSS MAX & EACH END ALTERNATE ® ^ DIRECTION TYP. WOOD TRUSS ® A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=1'-0" WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE `-2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR, WALL SCALE: 3/4" = 1'-0" DIAGONAL AT 8'-0" MAX CB DB - SEE i --ROOF PLAN SHEATHING 4 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O.- 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) USP HTW20 W/ (14) - 10d X 1 1/2" EACH WE PRE -ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. OD JSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS USSES (2) 12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2x6#2 SPF 48"O.C. W/ (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM „ 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. OVARIES SEE PLAN FOR WALL LOCATION a] SCALE: 1/2" = T-0" PROVIDE BLOCKING AT ALL TRUSS BEARING i OPENING LARGER THAN SUPPORT WHERE TRUSS DEPTH EXCEEDS 16" O.C. W/ EXTERIOR STANDARD HEEL HEIGHT _ _ VARIES SHEATHING ATTACHED 2x4 #2 SPF BRACING @ I TRANSOM OPENING 16" O.C. W/ (4) 12d PER NAILING SCHEDULE & �— TOENAILS TO TOP PLATE & (2) 12d END CENTERED W/ (13) 10d m m:�, O NAILS TO TRUSS \� MIN. (2) 2x4 OP FPLATESPF BOTTOM CHORD TAPCONS. PLATE BELOW ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. OVARIES SEE PLAN FOR WALL LOCATION SCALE: 1/2"=1'-0" HIP G.T (2) 2x8 #2 SYP W 7/16" O.S.B. FLIT PLATE TOP @ TI BRG. USP SPT24 TOP AND BOT. W/ 12 10d NAILS @ EACH STUD — MIN. 2 x 4 SPF @ 16" O.C. (2) USP LSTA30 W/ - (11) 10d TO PLATE & (11)10d TO COLUMN TOP OF _ TRANSOM SEE PLAN TOP OF WALL SEE PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS USP JUS46 OR JUS461F BUCKET TO COLUMN SUPPORT COLUMN BUILT-UP (2)-2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) USP HTA20's w/(10) -10d x 1 1/2 EA. TO COL. ALT: (2) USP MSTAM36 STRAPS CENTERED w/(13) -10d NAILS Ea TO COL. TIE BEAM BEAM a@ RAKED ENTRY MASONRY WALL 4 SCALE: 1/2" = 1'4" s \ FOR WALL BETWEEN pl ROOF SYSTEM <>\ MIN. (2)2x4 SPF TOP PLATE _ - USP LSTA30 W/ (11) 10d TO PLATE & (11)10d TO COLUMN USP M34 W/ (12) 8d X 1 1/2 : "z NAILS @ TOP & BOTTOM �:D•°� r�r6.V a] Ij -- MIN. 2x4 #2 SPF STUDS @ i OPENING LARGER THAN W/ 7/16" O.S.B. FLITCH PLATE 16" O.C. W/ EXTERIOR 4'-0") 4x4 MIN. OR BUILT-UP _ _ COLUMN EA. 2X4 NAILED SHEATHING ATTACHED .:, w/10d @ 8" O.C. TRANSOM OPENING V m O a�� PER NAILING SCHEDULE & ARCHED OR FLAT apo CENTERED W/ (13) 10d m m:�, O (3) 12d TOENAILS TO SEE PLAN FOR M�e= � U_ Y TAPCONS. PLATE BELOW TOP OF WALL S O p �' a 00 'o - IF REQ'D (2) 2x4 SP a w 0 Q r 2 x 4 SPF @ SILL PLAT P.T. SILL PLATE p t7 MIN. 2x4 #2 SYP P.T. PLATE N 1.�' U f. �2 r W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE o It �'�' `'� 1.4 @ 3" FROM EACH END & PLAN FOR MORE V' CV p j 16" O.C. MAX. INFO. " L�rt ,' .o' PT f•°F"1 : O_i SECTION ENTRY s rn. oiw�Q SCALE: 3/4" = 1'-0" SCALE: 1/2"=1'-0" HIP G.T (2) 2x8 #2 SYP W 7/16" O.S.B. FLIT PLATE TOP @ TI BRG. USP SPT24 TOP AND BOT. W/ 12 10d NAILS @ EACH STUD — MIN. 2 x 4 SPF @ 16" O.C. (2) USP LSTA30 W/ - (11) 10d TO PLATE & (11)10d TO COLUMN TOP OF _ TRANSOM SEE PLAN TOP OF WALL SEE PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS USP JUS46 OR JUS461F BUCKET TO COLUMN SUPPORT COLUMN BUILT-UP (2)-2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) USP HTA20's w/(10) -10d x 1 1/2 EA. TO COL. ALT: (2) USP MSTAM36 STRAPS CENTERED w/(13) -10d NAILS Ea TO COL. TIE BEAM BEAM a@ RAKED ENTRY MASONRY WALL 4 SCALE: 1/2" = 1'4" s \ FOR WALL BETWEEN pl ROOF SYSTEM <>\ MIN. (2)2x4 SPF TOP PLATE _ - USP LSTA30 W/ (11) 10d TO PLATE & (11)10d TO COLUMN USP M34 W/ (12) 8d X 1 1/2 : "z NAILS @ TOP & BOTTOM �:D•°� r�r6.V a] OF HEADER (REQ'D IF (2) 2x8 #2 SYP HEADER • ° i OPENING LARGER THAN W/ 7/16" O.S.B. FLITCH PLATE ' ' 4'-0") 4x4 MIN. OR BUILT-UP _ _ COLUMN EA. 2X4 NAILED AVV .:, w/10d @ 8" O.C. TRANSOM OPENING V m O a�� (2) USP MSTAM36 STRAPS ARCHED OR FLAT apo CENTERED W/ (13) 10d m m:�, O -0 -0 NAILS AND (8) 1/4 x 2 1/4 M�e= � U_ Y TAPCONS. IF REQ'D U S O p �' a 00 'o - IF REQ'D (2) 2x4 SP a w 0 Q r 2 x 4 SPF @ SILL PLAT P.T. SILL PLATE Wu \16" O.C. - DOUBLE 2X4 W/ USP t MP34 @ TOP & BOTTOM IF REQ'D USP SPT22 W/----_. \� —USP MP34 W/ (12) 8dx1 1/2 (10) 10d NAILS @BOT - --------- _ NAILS AS REQ'D AND SIMPSON SP2 W/ ' \ (REQ'D IF OPENING 12-10d NAILS @SILL -�, LARGER THAN 4'-0") _J �-OPTIONAL FRAMING TO BE MIN. 2x4 P.T. W/ %"X3" ___! MIN. 2x4 SPF UNLESS TAPCONS @ 6" O.C. IN RECESS LINTEL OTHERWISE NOTED. SEE MASONRY OR 10d NAILS---ELEV. FOR TRANSOM @ 6" O.C. IN WOOD. LOCATION MIN. 2x4 #2 SYP BASE PLATE RECESS LINTEL ABOVE W/ 1" ANCHOR BOLTS @ 16" f DOOR SEE LINTEL PLAN O.C. & 3" FROM EACH END DOOR OPENING (2) 2x BUCK ATTACHED PER PLAN LINTELS AT ENTRY DOOR W/TRANSOM r5� 2x4 STUDS W/ USP : SPT22 @ BASE SEE J/S6 FOR MORE l INFO. i� EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE j --2x4 BASE PLATE W/ USP LSTA30 OR MTW12 TO FLOOR GIRDER BELOW @ 16" O.C. 16 FLOOR SYSTEM—FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE: 3/4" = 1'-0" 111,_j SCALE: 1/2" = 1'-0" �JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) —FRAME OUT TO f BLOCK EDGE 1 -- SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ! ATTACHED PER NAILING SCHEDULE -I 2x SPF #2 AT 16" O.C. I ------------- —BUILDER FRAME RADIUS �J AS REQUIRED KNEEWALL a ENTRY FRONT WALL LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE w/ LOW ROOF TRUSS W/ --/ RAISED BOTTOM CHORD EXTENSION SEE TRUSS MANUF. SPEC'S FOR CONNECTIONS TO G.T. SCALE: 1/2" = 1'-0" 2x STUDS @ 16" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTIVAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ USP MTW12 TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING SECTION[@ BUMP OUT 39 SCALE: 3/4"=1'-0" ti *% a] (2) 2x6 BLOCKING UNDER----- FLOOR G.T. 2nd FLOOR WALL W/ USP SEE PLAN JUS24-2 EACH END N SECTION[@ BUMP OUT 39 SCALE: 3/4"=1'-0" ti *% a] N � 1 N 0 AVV Wv V m O a�� p O apo V rr m m:�, O -0 -0 0'o � ani M�e= � U_ Y O dt9 Y N O U S O p �' a 00 'o q x •• �• a aM a w 0 Q r a p w q t7 B Do N 1.�' U f. �2 r o It �'�' `'� 1.4 �a a�p �@ as V' CV � W Al j U11 a ?W)U6- L�rt ,' .o' PT f•°F"1 : O_i c� giZ WZv, rn. oiw�Q To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with tie 2007 Florida Building Code, Residential with 2009 revisions signed 'and scaled for the structural portion of tiffs drawing. Q ,-f m N M :+t-' M ® o AiMMEr U- %-0 j C) C) Q) (Y7 ,fit Q °> ®'z 2:n L z LY iN Ln �r_ �. 4-J Z LUbmJ J O R} Ln N LO oz WU.o Lu LM11 LLI 1z zQo 0 0 CL z> aU q 0. W N b a = p �I a U["a0zce© 1 Z l� � \LJ T m ko cn �.o LUI P:1 J ,� _j .i_� N / W z O w q p 0p r%`00 uj ��JJ � }0Q�¢JaUP L' LIJT� m lL 0�Z� 1 wd�_o ,./ V o L LL �Q ��0Z 0 :!I Ly CLLL Uj z -3 CL1.� SCALE: AS NOTED PLOT DATE: 01/19/2011 VERSION NO. 3mO8 JOB NO: 11-0049 SHEET NO. 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 bflilding components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend yoLI contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcate ory Manufacturer Product Description Approval Number(s) I'st Pressures 1. EXTERIOR DOORS A34 FL10446 Framing Anchor MP34 A. SWINGING Plastpro Inc./ Nanya Plastics Distinction Fiber lass Entry Doors FL6184-R1 'i,65.0/-65.0 psf CS22 FL10852 ThermaTru( Smooth Star/Fiber-Classic FL8838-R1 +55.0/-55.0 psf FL10456 Hurricane Tie ThermaTru Smooth Star/Fiber-Classic FL12441 +47.0/-47.0 psf B. SLIDING Fla. Extruders Milestone Series 1000 FL8409-R3 +45.0/-45.0 psf C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL5675-R3 +30.0/-32.0 psf FL820-R2 HCP2 Clopay Building Products Residential WindCode Doors W5 (16X7) FL5675-R3 +30.0/-30.0 psf HDQ8-SDS3 (uroxin ina..eeds oler 120rnh)ClOpay Building Products Residential WindCode Doors W6 (8X7 FL5675- R3 +37.01-41.0 psf FL11473 (used in wind stueedsover* 120trf)h) Clopay Building Products Residential WindCode Doors W6 (16X7) FL5675-R3 +37.0/-37.0 psf Embedded Truss Anchor HTA20 Amarr Garage Doors Model #500 Classica (8x7) FL5427-R2 +40.1/-47.4 psf THDH210-2 FL821-R1 Arnarr Garage Doors Model #500 Classica (16x7) FL5427-R2 +38.4/-43.7 psf 72•.0° HSUR/L410 Amarr Garage Doors Model #600 Stratford (8x7) FL5302-R1 +40.1/-47.4 psf HTS16 FL10456 Amarr Garage Doors Model #600 Stratford (16x7) FL5302-R1 +38.4/-43.7 psf D. OTH ER HTW20 FL820-R2 HTT16 FL11496 HD/Tension Tie HTT16 FL821-R1 HTT22 FL11496 HD/Tension Tie 2. WINDOWS HUS410 FL10531 Joist Hanger HUS410 A. SINGLE HUNG Fla. Extruders (Milestone) Milestone Series 1000 SH Std -Sill FL9262-R2 +45.0/-45.0 psf B. HORIZONTAL SLIDER Fla. Extruders (Milestone) Milestone Series 1000 Horizontal Slider FL9236-R2 +45.0/-45.0 psf C. FIXED Fla. Extruders (Milestone) Milestone Series 1000 Fixed FL9242-R2 +45.0/-45.0 psf D. MULLION Fla. Extruders (Milestone) FE5709/5710/5711/5712/5713/5714/5718 FE5700/5701 /5702/5703/5704/5705/5717 FL3136-R3 N/A E. OTHER LGT2 FL11470 Light Girder Tiedown LUGT2 FL817-R1 LSSU210-2 FL`10447 Slopable/Skewable Hanger LSSH31 FL816-R1 3. PANEL WALL _ LSTA12 A. SIDING Alside Coventry Vinyl Siding FL12103 +86.5/-86.5 psf B. SOFFITS Kaycan Ltd. 12"/16" Vented Soffit FL'12.199 +70.0/-70.0 psf C. OTHER LSTA36 FL10852 Strap Tie LSTA36 FL816-R1 LTS12 FL10456 Twist Strap^ LTIN12 FL820-R2 4. ROOFING PRODUCTS Twist Strap LTVV16 FL820-R2 LTS18 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 FL820-R2 LTT19 FL11496 Tension Tie C. ROOFING FASTENERS LTT20B FL11496 Tension Tie L-FS20B D. ROOF VENTILATORS Southeastern Metal Weather Vent FL1'1024 N/A LUS414 FL10655 Florida Metal Products, Inc Vent RV10 FL2075-R4 N/A E. ROOFING TILES NFM35X1178U FL578-R2 META22 FL11473 F. ROOF TILE ADHESIVE FL859-R1 MGT FL11470 Medium Girder Tiedown G. OTHER MST48 FL10852 Strap Tie_ KST248 FL822-R1 MST60 FL10852 Strap Tie KST260 FL822-R1 5. SHUTTERS Strap Tie for Masonry _ MTS12 A. STORM PANELS Metal Tech, Inc Galvanized Steel Storm Panels FL7,22-R2 +103.0/-103.0 psf Twist Strap MTW16 All Galvanized Steel Storm Panels FL4804-R2 +104.0/-104.0 psf MTW18 FL820 R2 MTS20 MTS30 FL10456 FL10456 Twist Strap -�! Twist Strap IVITW20 - MTW30 6. STRUCTURAL Tension Tie MTS27B FL822-R1 PA51 COMPONENTS Foundation Strap TA51 FL816-R1 SP1 A. WOOD CONNECTORS/ Simpson Strong -fie FL817-R1 see chart FL10456 Stud Plate Tie ANCHORS USP Structural Conn. SP4 see chart Stud Plate Tie B. TRUSS PLATES MiTek Industries, Inc. Truss Plates FL2197-R3 N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644-R2 N/A HD Titen FL2355-R3 Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645-R2 N/A D. MATERIAL FECP Corp.Cast-Crete) High Strength Concrete Lintels FL158-13.3 N/A Wekiwa CP Pre -cast and Pre -Stressed Lintels FI -141P3 -R2 N/A Lott's CP Lintel FL -12045 N/A Commercial CP Precast & Prestressed Engineered Conc. Lintels _ I FL17i''4-R2 N/A Powers Steel, Inc. Power Box LintelsIFI-6264-R-1 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE Simpson & USP cross Over Chart with Product Approval slumbers Florida Simpson Produc m p Number Florida Product Approval Number Product Description USP Product Number Florida Product Approval Number A34 FL10446 Framing Anchor MP34 FL822-R1 ABU44 FL10849 Adjustable Post Base PAU44 FL569-R3 CS22 FL10852 Coil Strap Tie RS300 FL822-R1 H3 FL10456 Hurricane Tie G007„ paragraphs 140-I9 and 1405,13, plus Florida Re';idl uiiuj Cad 200. paragraph 10• _ 0• 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 _ Quadruple 4 inch Solid Soffit 72•.0° HSUR/L410 FL10655 Heavy Skewed U Hanger Allen bl. Reeves, P.E. Cn HTS16 FL10456 Heavy Truss Strap _ HTW16 FL820-R2 HTS20 FL10456 Heavy Truss Strap HTW20 FL820-R2 HTT16 FL11496 HD/Tension Tie HTT16 FL821-R1 HTT22 FL11496 HD/Tension Tie HTT22 FL821-R1 HUS410 FL10531 Joist Hanger HUS410 FL821-R1 HUS412 FL10531 Joist Hanger HUS412 FL821-R1 HUSC410 FL10655 Joist Hanger HUSC412 FL10655 Joist Hanger ITT FL10667 TF I -Joist Hanger THO FL815-R1 IUT FL10531 I -Joist Hanger THF FL815-R1 LGT2 FL11470 Light Girder Tiedown LUGT2 FL817-R1 LSSU210-2 FL`10447 Slopable/Skewable Hanger LSSH31 FL816-R1 LSSU28 FL10447 Slopable/Skewable Hanger LSTA12 FL10852 Strap Tie LSTA12 FL816-R1 LSTA18 FL10852 Strap Tie LSTA18 FL816-R1 LSTA30 FL10852 Strap Tie LSTA30 FL816-R1 LSTA36 FL10852 Strap Tie LSTA36 FL816-R1 LTS12 FL10456 Twist Strap^ LTIN12 FL820-R2 LTS16 FL10456 Twist Strap LTVV16 FL820-R2 LTS18 FL10456 Twist Strap LTW18 FL820-R2 LTS20 FL10456 Twist Strap LTW20 FL820-R2 LTT19 FL11496 Tension Tie LTS19 FL822-R1 LTT20B FL11496 Tension Tie L-FS20B 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 MTW12 FL820-R2 MT316 FL10456 Twist Strap MTW16 FL820-R2 MTS18 FI -1 _ Twist Strap MTW18 FL820 R2 MTS20 MTS30 FL10456 FL10456 Twist Strap -�! Twist Strap IVITW20 - MTW30 FL820-R2 FL820-R2 Tension Tie MTS27B FL822-R1 PA51 FL11476 Foundation Strap TA51 FL816-R1 SP1 FL10456 _ Stud Plate Tie SPT22 FL817-R1 SP2 FL10456 Stud Plate Tie SPT24 FL817-R1 SP4 FL10456 Stud Plate Tie SPT4 FL821-R1 U24 FL10655 _ Face Mount Joist Hanger ET FL11506 Epoxy HD Titen FL2355-R3 Titen Anchor . 711 -MG -3147: Fax 717-Ps16-0355 717 d34ii-3'74.7 HR Engineering, Inc.. 1418 E. Wrkat. St., Naha D York, PA 17403 Ted. F drillpi1, l'.fy„ Achllinisli'atof, Florida Building Code Cournissiont Tell and rAs.sociaws,.LLC. 925 4ln' Street, Sade 104 Mi;nm }.Beach, Florida 33140 RE; Curtificatlon of fudQpi udetice Dear IME. 13erfnan; Installing soffit and fascia Please note: Although vinyl yl sofhrs are manufactured with the same ekacliny standards as all vinyl products; UV Inhibitors are not added to the vinyl formulation as soffits aro not exposed to direct sunlight, For this reason, vertical or horizontal insiallation of soffits on walls i, not her r ' ,numnn, mend Gaud carnet begoar n eN a L.J. Installing trim - Option A When fascia is applied without exposed nailing. I With open Lave: Secuuc FchannV-I U the exterior of the fascia with the top leg resting against the bottom of the board. Secure F -channel on wall, level with rho F -channel on Me fascia. With closed eave: Use a J -channel in place of the F -channel at the wall. Secure all channels every 12' on center, in center of nail slots. Installing trim - Option B When soffit only is applied, or when fascia panel ie eeculecl to undorAto of wood fascia. With open cavo Secure F -channel to the wall and to the insido of tiro fascia board, level with each other. Cul out back of channel to fit around rafters, if needed. With closed Lave: Substitute J channels for tiro F -channels. Secu;u alt channels in the center of die nail slots, 12" on center. Installing soffit 1. Measure Ute distance between the insido of the inside and outside Inms. Allow 114 par lido for expansion and cut the panels to length. Insert panels into trims. For eaves over 18 in width, you will need to install intenneduato nailing supports to keep the soffit from sagging. 2. Interlock panels as you would vertical siding. Closed soffit can be secured every 12" on center. 3. When fascia panel is not being applied, use an F•channel or J -channel at corners Of the ovednng to pwpody f nish the installation. 4. When eoffds meet at a corner, (he Joint can oilher be diagonal (mitered) or square (both Illustrated). Butte methods are made with J -channel or H channel. a6J;nmum , f� a.da s' x Witt -- Option A l � I ry 1 11\T.1 \lk \\Tkia� I 1 • ®omit Option B Diagonal trim use ..c r a a r' r .Y Straight trim use J fhwost5 HR: Engineering, Inc. LEN6ffl 1418 E. Wik4t St.; Suite B _ Siug!e 7 inch Vernal York, PA '17403 1. Mark the vertical centerline on the back of the piece. ? 1 JanuaryL009 1Z'- Y -No ick'1'hosnpson,Product larlagei- iJul) S:Lv1al'als ' Associated Materials, LLC 45 inglo on rllher side 3 773. State Road 7 -- Cuyahoga Falls,, Ohio 44723 w RE: F[urida Evaluation, Coventry Vinyl >Idirig5 F'$C 2007 Dear Ivlr. 't'lloinpson; 0 0 The following Associated N1 rel iaLs vinyl -siding, prodrlct; Coventry has been tested and 4. Using a snap -lock punch• make enaly2ed in confornianye. witjl A,5TN1 b) 3679-05 as r6,quiled I)), Florida Building Code Newport G007„ paragraphs 140-I9 and 1405,13, plus Florida Re';idl uiiuj Cad 200. paragraph 10• _ 0• r0' 11 Struc[ural testing -la �l:u I h't TJ 52l)b, as raqulreJ by 1V6`!'1V7 U uu7e7, was date at Dou61e 4.5 inch Horizontal Architecrulat resting Inc. and Is reported in 77945.01-109 10 and 82537.01-109-40 Ocean Park Cava To5l was clone for rAtsidn, Inc., which is owned by As_,oEiated ;vtarerial.s, LLC.Coventry, corner cap, making sure that tabsa"• tn v farm Install vinyl siding is prodOc;:d lit 5 configurations, Uouble 5", Douhle 5" Dutnhlap, )_ Doidite, 4", DouDle 4" p:litclllrtp, and Triple 3'; all with a thickness of :O.W2" A outward. corner cap by tl strengthening feature of this product is that it has a "rolled edge mail horn", which forms it � f 1 doublee thickness at the nail here edge. lecking the bottom over the existing I halo �ilrfortirEd a combination of rational and comparative luralysos on this product, )✓"p wnlcll:,lnc:ladus- the )nandalrary requirements. of Annex 7?1.2.1 in Aal'Nj Lt 3679 F -channel and snapping [lip top ✓ 1 r r I T Garr\ Instalia.tidu.l(icAt he over 5/8" minimurl rnallable sheathing or irk" minimuru plywood. ?� Fn tallatton tastefx<rs trust be roofing nails, with 3/8" diameter head, 118" rdiarneter shank, edge into the undersill trim. to✓�'ry"art`yrrinr�aay and ill iJuutufu-En length Jaf I-rr/8" la the all,,)wal desig6 1virld pressures far all 5 12' - 0" wrifiguxdtiODS. including, Double 5", Double 5" Dutehlap, Uuublr t", Double 4" lutue 3 inch Horizontal -f - ,are. -.2" utc{lhp and -"Triple 3" Gar_ J-173 psf for 3" stela spacigg, +!-1 las psi' dint 1_ sturJ Vented 0" _ 1:86 5 psf for lf1'r stud pacing. .ln order to ac:ldiave tj3ese pressures, alt Sit 1 ip1 GaitVIM 12'- 0" studs rn--miavL and all nail:; it List be injal Double 5 inch Perforated Sena Thc.aliov® values can be, wriglarCd directly to [hG re([utred wind loads in Chapter ifs of Solid 10" the Florida- Building Cade. 1. trust that this infornlatianIs sufficient for the project needs_ I'L' • 0" I# there are any questions about this report, or if arlythlrig additional Is rerluired, please Triple 4 ;nch Pwda'.ly Perforated Sofllt td\ t>e. Ire. Vmllrd le" Quadruple 4 inch Perforated Snffil to•. 0' Sincerely yours; _ Quadruple 4 inch Solid Soffit 72•.0° Allen bl. Reeves, P.E. Cn Structural Engineer _ A1=fR:anr M Florida L.ieenss No. 1 7'51 1� x" Cc: 09010005 lit. 717 d34ii-3'74.7 HR Engineering, Inc.. 1418 E. Wrkat. St., Naha D York, PA 17403 Ted. F drillpi1, l'.fy„ Achllinisli'atof, Florida Building Code Cournissiont Tell and rAs.sociaws,.LLC. 925 4ln' Street, Sade 104 Mi;nm }.Beach, Florida 33140 RE; Curtificatlon of fudQpi udetice Dear IME. 13erfnan; Installing soffit and fascia Please note: Although vinyl yl sofhrs are manufactured with the same ekacliny standards as all vinyl products; UV Inhibitors are not added to the vinyl formulation as soffits aro not exposed to direct sunlight, For this reason, vertical or horizontal insiallation of soffits on walls i, not her r ' ,numnn, mend Gaud carnet begoar n eN a L.J. Installing trim - Option A When fascia is applied without exposed nailing. I With open Lave: Secuuc FchannV-I U the exterior of the fascia with the top leg resting against the bottom of the board. Secure F -channel on wall, level with rho F -channel on Me fascia. With closed eave: Use a J -channel in place of the F -channel at the wall. Secure all channels every 12' on center, in center of nail slots. Installing trim - Option B When soffit only is applied, or when fascia panel ie eeculecl to undorAto of wood fascia. With open cavo Secure F -channel to the wall and to the insido of tiro fascia board, level with each other. Cul out back of channel to fit around rafters, if needed. With closed Lave: Substitute J channels for tiro F -channels. Secu;u alt channels in the center of die nail slots, 12" on center. Installing soffit 1. Measure Ute distance between the insido of the inside and outside Inms. Allow 114 par lido for expansion and cut the panels to length. Insert panels into trims. For eaves over 18 in width, you will need to install intenneduato nailing supports to keep the soffit from sagging. 2. Interlock panels as you would vertical siding. Closed soffit can be secured every 12" on center. 3. When fascia panel is not being applied, use an F•channel or J -channel at corners Of the ovednng to pwpody f nish the installation. 4. When eoffds meet at a corner, (he Joint can oilher be diagonal (mitered) or square (both Illustrated). Butte methods are made with J -channel or H channel. a6J;nmum , f� a.da s' x Witt -- Option A l � I ry 1 11\T.1 \lk \\Tkia� I 1 • ®omit Option B Diagonal trim use ..c r a a r' r .Y Straight trim use J fhwost5 1,11J,M tf LEN6ffl To make Garner caps, cul a piece of vinyl fascia that is 5 112" land. _ Siug!e 7 inch Vernal CD KAYCAN'" ICC -ES Evaluation Report ESR -1495 Reissued November 1, 2008 This report is subject to re-examination in two years. vv_ww.rcc-es,o•Scd 1 (800) 423-6587 1 (562) 699-0543 A subsidiary of the International Cade Council' DIVISION: 07 -THERMAL AND MOISTURE PRO TEC rION Section: 07460- Siding REPORT HOLDER: KAYCAN LTD. ONE MEMORIAL DRIVE RICHFORD, VERMONT 05476 (502) 646-7010 WwW,kaycan,cOrn EVALUATION SUBJECT: KAYCAN PVC SIDING 1.0 EVALUATION SCOPE compliance with the following codes: n 20UB International Doilding bode`" (IBC) - 2006 &demntional Residential Code' (IRC) a 1997 Uniform fluilding Code'" (UUC) • UOCA9 National Building Cods/1999 (UNBC) 1999 Standard Building Code" (SBC) Properties evaluated: • Extorlor vtmeer • Wind rVslstancu 2.0 USES Kaycan PVC Siding is used as an exterior veneer and as closure material on tho undttmide of exterior roof eaves (sotfas). 3.0 DESCRIPTION Kaycan PVC Siding is horizontal and vertical lap siding and soffits manufactured front rigid polyvinyl chloride (PVC) Gonfuri)log to Ilse mqulrmnouls of ASTM D 3619. l no siding is used as an exterior wall covering over solid sheathlog and as hof it'I he siding has a plain- or wood -grain texture and Is available in various colors with matching trill), carriers, and slartur strips.'ThL panels aro a minimum of U.U40Inch (1 nun) (hick. Leuylhs tango hem tela 1'2.5 fent (304810 3810 mer). parol; are formed with on upper edge having nail slots and a lower Logo that hooksinlo the upperLdgehill Itsworcourse. The siding is produced in different profiles as dasrdhod in Table, 1 of this report. 4.0 INSTALLATION 4.1 General: Installation of the siding, Including the panels, corners, starter strips, trim and other accessory Items, shall be in accordance with rho manufacturers published installation inshuclions, the applicable codo and this report. In the event of a conflict between the rnanufaclurer's published installatiun instruciions and this report, this report shall govern. A ropy of the manufacturer's published Installation instructions shall be on the job5le, at all (tiles during Installatlon. Solid sheathing and a water -resistive barrier shah be provided behind the siding, as required by the applicable code. Tho outiwablo wind loads art: as noted in the prescrlptivu requirements of the applicablo code. See Section 4.2 for applicahons In excess of the prescriptive requirements or where the applicable, cede does not provide prescriptive raquhernonls. 4.2 Wind Resistace: Doslgn wind pressures must be determined in accordance with Chaptor 16 of the IHC, SBC, UBC Or BNBC or Section 301.2.1.1 of the IRC. In areas where the basicwind,,^,pored (3 - second gust do not exceed 100 mph (45 m/s) [110 miles per hour (36 nits) (fastest Mlle) tinder the UBC], and the building height is less than or equal to 40 feet (12 192 mel) in Exposure C uuus installation must comply •Ailll the 1 IY prescriptive roquirismunts of IBC Section 1405.13, (iNBC Section 1406.3.3, SBC Section 1403.9 Or UBC Section 1405, as applicable. In juriadwtlueS enforcing (he IRC, Installation much cernply with the proscriptive requirements of IRC Section R703 4 fur areas wl lore tl to basic whit speed (3 -second gust) Is lora than 110 mph (49 tills) in Exposure B, incl does not exceed 00 mph (40 m/s) in Exposure C or 05 mph (37 n1/s) in Exposure U. For applications in excess of the prescriptive requirements, the dosign must bo In accordance with IRC Section R301.2. 1.1. For applications in excess of the prescriptive requirements, till Kaycan PVC Siding has an ellowahle negative wino load of 70 psf (3352 Pa) [44 psf (2107 Pa) under the UBC] when attached to a cod"omplying, minimum 'ia Inch -think (10 PUP), aln,clural-ralnd OSB sheathing. The siding shall be attached with 1'/, -inch -lung (38 mm),'/n inch -diameter -head (10 turn),(3 Pont), convsion-cost&tan) reading nails spaced 6 inches (152 hurt) On cwdcl. Thu structural sheathing and framing to which the siding is attached aro outside the scope Of this report. .ntn/rl:[nlElacr o/'PLa,eyvrrwu.cco:,.,,:�,d,u;onfv, ins rue. rLa<rr:m,:.,.:miry by lCCG',vinarfw: Sc."lee. Incapr,r o�i,,:pfcJ, mp �� fU cny� i L'}b"w vJ�cr n,n(tcr i,: ,his repe:f, ui nt IU n,rYYrcxr:,[r ce,�u al GY (he,rpw(. �� copyrghl192000 P.O. 1 012 Fax 717-846-0355 22 January 2009 In conl'arrru3nce with Rule 9R-72.110, F..A.C:, "Cri.leria for Ccrtilica,tiolt of Independence',1 offer tire ,folltwing. I am a rugkutosd professional .engineer in the state of Nol'ida %vi(h bourse number 19134. E work to 'I rhvp per�on eonslrlring structu cal engilteeri'ng firth), "HR Gngilleoring, lo,c. of which I ant the rn,njgrrty owner. - In Sty woi?k perforn ing hit wtduatlQu, I du UOL h;rV2, nor will I acquire. &financial interest ie, any company nlanufagrur(nf3 or di.,tlibuting, prUlJucrs for which the reputis lite being ssu;d. In Toy work performing an evaluation, 1 do no( have, nor will I acipliio, a financial interestin any orineh' enlit,y involved in the approval praces.s of the prodfuc't. 'a I trust dlPi tlil` ' If c h theFlorida''r a ` s i st 11 l..hlfar ll,L hBui dill e our', h'�i�i �Building C,atiJ G (.,dill l0- > e[uucmv:rl(.JIf theta Pre any. guc true, ?hppur ll),is titUiflc£ltigrl ref inclepuul-eau, or If auythhpf, udditianal. is 1equired, jflea,c advise rile. Sincerely yours; Flit lalgineryring, Inc. Allen N. R¢eves, P.C. C)lief I rlliaeer Cca tlrsueiale<I1Llaterials, LL(' 09010005 Installing soffit and fascia Installing fascia 1. Install an Of) ars im al the lop of the fascia board. 2. Measure distance floral the bottom f [lie -'t' n olio u t u F c Ian el to lire to of undersill trim P , and then subtract 114" for clearance. Cut p Jnel to width. 3. Perforate die cut edge using , a -Iuck Ptiich aPproxi matelY ever 8" ensuring the "tabs" face outward. 4. Hook the leg of the fascia panel over We F -channel, and snap the labs into the undersill trim. If soffit is not being installed, hook the fascia directly over We fascia board. An allemative to snap -lock punch attachment is to slide the top of the fascia behind mural dlip-edge. Overlapping fascia 1.Oveilop fascia by cutting the bottom edge of the underlaying panel, leaving it 1 02" tab to be inserted info overlapping panel. 2.Ovedap 3/4" (half the distance of the notch). Fascia �'nslallativn noun Fascia overlapping saa I�f va• Capping fascia r LEN6ffl To make Garner caps, cul a piece of vinyl fascia that is 5 112" land. _ Siug!e 7 inch Vernal CD 1. Mark the vertical centerline on the back of the piece. 1 y 1Z'- Y 2 Cut a c0 sector of tiro oollonh fango front the renter, leaving a ' 12' • 6" 45 inglo on rllher side Uouble 5 inch Hor'zuntal 7 -- 3. Use a hand reamer or metal s(raighledge to fold fascia piece w Sn2pT+r;kP liO along vertical centerline to make a right-angled corner nn Iw% 0 0 Leiat n 4. Using a snap -lock punch• make 12'.0' Newport 9inyla 0'I_ inch Horizontal 10• _ 0• tabs just below rho top odgo of the Dou61e 4.5 inch Horizontal yy _ 0•• Ocean Park Cava ) -- corner cap, making sure that tabsa"• tn v farm Install Platinum Suics U-4 )_ 'i4 --' outward. corner cap by tl Uouble 41nch Hlxirental Dutch Lop � f 1 .-• � _,_, .. • • lecking the bottom over the existing -72•.0•' )✓"p Uouble 4.51nch Houzun(al F -channel and snapping [lip top ✓ 1 r r I T Garr\ 5lena ?� Fa clacappingwr, edge into the undersill trim. to✓�'ry"art`yrrinr�aay j1.„ 12' - 0" 7-3 Horizontal lutue 3 inch Horizontal 72• -0'• Vented 0" Double 4 inch Pelf-Wd'Sotnt 12'- 0" KAYCAN " ESR -14951 Most Widely Accepted and1rustod Wind resistance of the soffit panels is outside the scope of this report. 5.0 CONDITIONS OF USE The Kaycan PVC Siding described in this report complies with, or Is a suitable alternative to what is specified in, those codes. listed in Section 1.0 of this report, subject to the fulluwing cundiliuns: 5.1 'file sluing is liniaml to insl-anahuns on bullUings of fype V -B (IUC), Type 5B (BNBC), Type VI (SBC), and Type V -N (UBC) construction, and to construction permitted by the IRC, as applicable. 5.2 The exterior walls shall be braced or sheathed to resist ranking loads with approved materials in accordance with of the applicablo codo. 5.3 The siding shalt be installed only on exterior walls over solid sheathing capable of resisting design wind pressures both positive and negative. Thu sheathing shall be covered with a water-rosistivo barrier, as required by the applicable codo. Page 2 of 2 5.4 The siding is manufactured in riichford, Vermont, under a quality control program with inspections by Architectural Testing Inc. (AA -676). 6.0 EVIDENCE SUBMITTED 6.1 Manufacturers publishud installation instructions. 0.2 l in accordanco with lhu ICC -ES Evaluation Guideline for Vinyl Siding (AC37), d'atctl October 2008. 6.3 Quality docurnenlatien in arcurdance with the Acceptance Criteria for Quality Documentaliun (AC 10). 7.0 IDENTIFICATION The Kaycan PVC Siding described in 0nis roped shall be identified by a stamp bearing the Kaycan Ltd, name and/or trademark, the product typo, the statement "Confunns to ASTM specification D 3679," the statement"Conforms to UBC Standard 142", the name of the inspection agency (Architectural Tosling, Inc.), and the evaluation report number (ESR -1495). TABLE 1-KAYCAN PVC SIDING MODEL PROFILE LEN6ffl Board & Batton _ Siug!e 7 inch Vernal CD U-4 Avant( Double 4 inch I iorizontal Dutch Lap 1Z'- Y 0-4 MaRluls Doubl- 4 inch Horizontal 12' • 6" 0-5 Contesea Uouble 5 inch Hor'zuntal D-5 Elegance Uu1,Wu 5 inch Horizontal Outch Lap U-5 Vertical _ Double 5 in,h V em' cal 0 0 Leiat n Double 4.5 ind, Hcrizontal 12'.0' Newport 9inyla 0'I_ inch Horizontal 10• _ 0• Ocean Park Bovd -__ Dou61e 4.5 inch Horizontal yy _ 0•• Ocean Park Cava Uouble 4.5 inch Horizontal 1Z' _ 0. Platinum Suics U-4 Double 4 inch Horizontal -- - I21. 611 Platin - I S -i .,- r-� U- 1 Uulcll Lot) Uouble 41nch Hlxirental Dutch Lop --- - --- 12'-'d" Platinum -r.5 T.5 'triple 91nchHo.'zanal -72•.0•' Preva Uouble 4.51nch Houzun(al 12'- V 5lena Double45 HUIILenlal --- 1•), o' r-3 Classic Triple 3 inch Horizontal Dutdh Lap 12' - 0" 7-3 Horizontal lutue 3 inch Horizontal 72• -0'• Vented 0" Double 4 inch Pelf-Wd'Sotnt 12'- 0" Vented 10" Double 5 inch Perforated Sena 12' • W Solid 10" Double film(_ Solid Soffit I'L' • 0" Ccnler Vented 72"iSulid 12" Triple 4 ;nch Pwda'.ly Perforated Sofllt Vmllrd le" Quadruple 4 inch Perforated Snffil to•. 0' Solid 16' _ Quadruple 4 inch Solid Soffit 72•.0° 27 N V) �Ii ICC EVALUATION SERVICE, INC. CD EvAvme • lnfurm - protect _ I.. dnyelc.< l3winna/Regional Offiw • 5160 Workman SIId Ruud • Whittier, Cl\ %`601 (562) 09.054J phone • (562) 695,4694 f,x Certification of Independence for Evaluation c/) ICC Evaluation Service, Inc. - (1) ICC Evaluation Service, Inc., does not have, nor does it intend to acquire or will it acquire, interest in distributing for which (✓ a financial any company manufacturing or products evaluations are issued. (2) IGC Evaluation service, Inc,., is not owned, operated or controlled by any company manufacturing or distributing products it Evaluates. O 0 (3) ICC Evaluation Service, Inc., does riot have, nor will acquire, a financial interest in any company manufacturing or distributing products for which reports are being issued. n (4) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial interest in any U C/7 a--+ 14c, n Nesse - President ICC Evaluation Service, Inc. L Q O CC5 p>1 Cn 0 M m �. .= �a�/ V J SHEET NO. PA 1.0 V) �Ii ICC EVALUATION SERVICE, INC. EvAvme • lnfurm - protect _ I.. dnyelc.< l3winna/Regional Offiw • 5160 Workman SIId Ruud • Whittier, Cl\ %`601 (562) 09.054J phone • (562) 695,4694 f,x Certification of Independence for Evaluation ICC Evaluation Service, Inc. ,t (1) ICC Evaluation Service, Inc., does not have, nor does it intend to acquire or will it acquire, interest in distributing for which (✓ a financial any company manufacturing or products evaluations are issued. (2) IGC Evaluation service, Inc,., is not owned, operated or controlled by any company manufacturing or distributing products it Evaluates. 1114 (3) ICC Evaluation Service, Inc., does riot have, nor will acquire, a financial interest in any company manufacturing or distributing products for which reports are being issued. (4) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 0 14c, n Nesse - President ICC Evaluation Service, Inc. Runt<,u A<[onal Vlllu ^ 1740 `L,n1,•,n tt II 0..:,J Wh n•r C If ;cel • ISCJI o99-0517 www itc•n.mg I n, fend Ornw • 900 �, nae- H.:uJ, S" m .i 9, u.[n<m, M 6 lou < 12011 199.9au- Ra [lon+l Uln« • IBS t Wv+, Fle,+::nvv A.uJ. C, unnr Clul, II IL, Ills, + it.17J • lilltl) 19).2107 < J SHEET NO. PA 1.0 -1 , - go Extariur Doors I I , _­ t_ '=11 — NO - o. "' � . 1. - 11 �� ffil �� UP_ Swinging Ext,j,ror D.ur-AEson-lithes , W -111111r, ­ I it-, ME Me -1 I ==q �_­M­ ..'I T " igolm " — 19 2"Mar It ar.1-9 1.1 u—ir,"a: � _,9 in � bi" r." ;r.bel I ,.Llu­ su1r,Icl,,1a,,: � iobl,,­ I - ­,�­.ro I ,Oc sort I .I. s,,o.oP I uld. ; �­, 1 - ­­, 'A . -11-11 Series Up to TO x 6'6 Opaque rtberglas, Single DoOr with SIdellint fT Evaluation Report - HaedcQpy Received I t1l, ,g4�fivat Approval Florida E.gi in our or Ac­cIflt.,L Name .he du,,Ibpcd Ly.dou F. ,'all ... hit ,�� \� � vatcu,c, I - �,, . the Evaluation Report _ __ Approved f ....... talide qI Yes Vented By: Lyndon F. Schmidt, P.E. 43409 _____ '"I�,."­­­­.­ ,LC"I."IIX"I"l"l��-'��.,,�hI.AC21E.Zl�11.1-�,�p,�,i�,.V.t,d Florida Licturs. FL I F1.611i Qba�i'l, Ascc��,::co ln,l�,,I,,bc, Application Type Revision , , , ro u Q .a I Y A, nation Data E�p code ve'siont 2007 Validated By Application Status Approved Approved for use in UIVHZ; No FI 6184 FILL H INST SILl Garments In, R,&i ta it; Yo, s Created by Independent Third Party: Yes 1.11.1: Ce,tifl,ato of Irdapenden­ Arcinvod F,IF � Referenced Sto roda rd and Year (of Sto (Ida, d) Prodo at ManUfJCI-JrQr PlaItprtr Inc. / Nanya Plastic-, Corp. Addl-/Phino/Enlail 52UO W CEN JURY BLVD. Scrop F ... ... o. , I g I, A LOS NGELES, CA goU45 A' I ve o d for 4:u in IIVHZ: No FL6184 Rl 11 IN3T 61.34.4 adf AS Nd C160G/EI996 (440) 969-97'/3 Ext Ir D-19. Pro .... e,: NIA ' li­Iu.tim, Rep., U ASTM E330 ,br"Q,nIel1,:PPla stpre uIc.c9m I , , rout tp, ticulat--.(-"3�,,�,,�,,lr4.t.3..I��.t lot Aittled­d 51d,nit.10 Ron ()'Conrad] — onto, go to I U � 6'8 Opaque Fl[ael ol.'s single � calico, ... c1loplu'p,aina.,; .... pro duct particulars. (- -So. Gonerel Note 3 sheet I of r To a hnIcal Representative Addhes5/Phrourpe/Ernall Quality Assurance Representative Addies,/Phource/Errall Category Extariur Doors Date F.barrittod Subcategory Swinging Ext,j,ror D.ur-AEson-lithes IQ/,)6/2uo3 Compliance Method zv4luol.ico Report firen, a Fluddo Iteglottin.d A,,h,taa Or O Licensed 12/10/20VU Honda Pruf-5aiullal Engineer -------.- . -11-11 Series Up to TO x 6'6 Opaque rtberglas, Single DoOr with SIdellint fT Evaluation Report - HaedcQpy Received (XO Or OR) Tire 'Idulto � 11P,lrU I­tb]1Qd ULili,],,g tire Slop Florida E.gi in our or Ac­cIflt.,L Name .he du,,Ibpcd Ly.dou F. ,'all ... hit — Li `iU of Us. In't.H.U.. Jansinn"ticure the Evaluation Report _ __ Approved f ....... talide qI Yes Vented By: Lyndon F. Schmidt, P.E. 43409 1,n,p.,t Resistant: Yes Clauted by Independent Thid Party: Yes Florida Licturs. PE -113,109 traditional us- limitations, Installation instructions and _c,e �tedt,y independent Third Party: Yes Qba�i'l, Ascc��,::co ln,l�,,I,,bc, Notional Ac-ditiLhun and MProij­ent fin,titate r1laJ , , , ro u Q .a I Y A, nation Data E�p 12/ii/2012 (XO or OX) The SIdellie, Glazing Installed Utilizing the Lip I Validated By Ry,,n 1. King, P.E. . Li mirs of Lpot Intitall.tium Irst-ti.n. Approved for use in UIVHZ; No FI 6184 FILL H INST SILl W.', Validation Checklist - Ha,d,Opy Recelvod In, R,&i ta it; Yo, s Created by Independent Third Party: Yes 1.11.1: Ce,tifl,ato of Irdapenden­ FL!5�QO1_rlERT` OF INL,EPETjpEJ,Lc_pdf - E _ ,a I use linflattons, Installation inntructlons and Created by Independent Thi a ill,, I ,3d Party: Yes Referenced Sto roda rd and Year (of Sto (Ida, d) St..dqUj Y-1 — it. Distinction Strias Up to IT ,t 6'8 Opaque Fliparglas, Slingle Door with lull�-,S5,121/NAFS 19T7 Scrop F ... ... o. , I g I, zUU2 A' I ve o d for 4:u in IIVHZ: No FL6184 Rl 11 IN3T 61.34.4 adf AS Nd C160G/EI996 2002 D-19. Pro .... e,: NIA ' li­Iu.tim, Rep., U ASTM E330 2OU2 I , , rout tp, ticulat--.(-"3�,,�,,�,,lr4.t.3..I��.t lot I AS 201, 202, 2Uj 19U 4 Equivalence of Product Standards Certified By Section,, fro ... the Code Prodinct Approval Method - 1 Method I Option D Date F.barrittod ioju/2003 . Date Validated IQ/,)6/2uo3 Date Pending FBC Approval 1 1 10/19/2003 D at I Approved 12/10/20VU Snurna., y of P,.d.c. _. -------.- I Fit # I Model, Number or Name vo.4cripti.. —,- -------- - -------- _­_ — - F. -I 6104.1 citation SaI Up to 3,0 X Oro Go, , tire 51, igle (X) finsvilng or OutswIng ___ Flbq,,jl,IO Dour —,------, ____ - __ Li nits of Use Ill.toll.ti.. jorsta,rotimn. A'pp,Qvcd for use in HV"Z: No FT -6184 RI I I 5T6Jd4.J.pd A _ _ _ Approved I ....... ,hudo 1i Yes - 'I - ve-r-Iri By: Lyrd.. r. Schmidt, P.E. 43409 Impact Re.l.t.ant: Yes Civated by Independent Third Party: Yes U�iq:, P-ente; N/A E.,inationt Rupert. Othlu. See IHSr 5184.1 for Design Pressure Ratings, any EL518,1 RI AE EVAL6184.1.pdf ad Olt. __ u. limitations, 1.1tollatigit his Afult1­3 and Creaeal by Independent Third Party: Yes rtle Pro duct air cul -3. ___= - _::_;�Itlnctloo C-104.2 Elul . -11-11 Series Up to TO x 6'6 Opaque rtberglas, Single DoOr with SIdellint _L (:Tested by independent Third Party: Yes (XO Or OR) Tire 'Idulto � 11P,lrU I­tb]1Qd ULili,],,g tire Slop Florida Engineer or Archieti,l, IT- who develop.nd "'une - — Li `iU of Us. In't.H.U.. Jansinn"ticure Approved 11 -1 -fir IIVIIJ No FL6184 RI It tNsTJjdLj.j.pdff _ __ Approved f ....... talide qI Yes Vented By: Lyndon F. Schmidt, P.E. 43409 1,n,p.,t Resistant: Yes Clauted by Independent Thid Party: Yes loosign, P--- NIA Eu.lutlti.. Report - Other; see INST 6104.2 for Desigh Pressure Ratinun, any FILO184 RI AF EVAJ.GIO4.?.Jpdf traditional us- limitations, Installation instructions and _c,e �tedt,y independent Third Party: Yes PtOdU 't Pal , thculars. I- 4.3ee General Note 3 sheet 1 of D'a,vinif fro, FL -6 184.2 regarding sidelta protection'-) _ . — . r1laJ C, D'sirk"Con "lie' Up to I'll x Wo Opaque Fleallilapac Single Door vdth Sidahte Approved for "so quit,ide HVHZ: Yes (XO or OX) The SIdellie, Glazing Installed Utilizing the Lip I Lrop-t Houistault; Yes c U a 1, raw Frame. . Li mirs of Lpot Intitall.tium Irst-ti.n. Approved for use in UIVHZ; No FI 6184 FILL H INST SILl Arlin ,000d fur us. outside HVi ,I Verified By: Lyind.. F. Schmidt, P.E. 43409 In, R,&i ta it; Yo, s Created by Independent Third Party: Yes 1.11.1: caoloact .irm P .... N/A Evaluation Report. Ut ,cut: Sol LN5T 6104.3 fur Design Pic',,aio Ratingo, any FL�1�4 ILI AP EVAI 6184 I ,a I use linflattons, Installation inntructlons and Created by Independent Thi a ill,, I ,3d Party: Yes prodoct"'Pal,tic"la- (� -'"a General Note 3 sheet I of U,aviih to No. FL -6184 3 recTa,cfinq sld�Ru p,.tottP,n--) — -'-. r — - ------ � ­ 6164.4 — it. Distinction Strias Up to IT ,t 6'8 Opaque Fliparglas, Slingle Door with � lidelitQs (ZXO) The SIdefite GlbzijiU installed Utilizing the Scrop F ... ... o. , S , _. cap Fri —.-- _. Li it. .f U . 1111tradhitiour limit ... ILI— A' I ve o d for 4:u in IIVHZ: No FL6184 Rl 11 IN3T 61.34.4 adf APP, TIP ovt I d for " . ., tiodul. IlVHZ: Yes Verified By: Lyndon I Schmidt, P.E. 434U9 n t: "upect licheali.t. Yes Created by Indep,nplout third Ixty; lus D-19. Pro .... e,: NIA ' li­Iu.tim, Rep., U Oth.1: See INST GiI34.4 for Design Plics ssal, Ratings, any rjl1LLQ,I Rl AE EVAL 61 34.4 ndf adlitional Use firt;itations, IstallOL1011 1-truLticall acid Created by Indolanod-L Third Party: Yes I , , rout tp, ticulat--.(-"3�,,�,,�,,lr4.t.3..I��.t lot 1) I raw; to No. FL -6184A raq,irdling sIdelifte prota,atiou­) , ______ 61U4.5 — onto, go to I U � 6'8 Opaque Fl[ael ol.'s single � ( D��' " Sidullpic OXO) The Sidelite Glo,aing in�ralhcd Ii the pro duct particulars. (- -So. Gonerel Note 3 sheet I of _ Lip Lite Screw Frarre. ____ Lie it. of Us. " __ — Installation Inat­ti,ons Approved for -so I. HVICK: No FL6134 I if INST 6_L3�_-1.5.pd1f Ap ­od for ... outside IfVHZ: Yes P - Verified By: Lyndon F. Schorldt, P.E. 43409 Jarap.ult Resistant: Yes Created by InUcil-doll Third Party: Yes U� ito Pro ­ci N/A Eval..N.o Rep,ut- or lc�oir:'Sloc 71'IST GIL14.5 for Design Pressure Ratings, 4ny FL6184 RI AE EVALGI34,5.plJf utithrounal u;. _ Imitations, installation Instructions and _L (:Tested by independent Third Party: Yes product particulars. (- -See General Note I shect I of Florida Engineer or Archieti,l, IT- who develop.nd Drawing No. FIL-6184.5 regarding s1deflne proteatior­) — I _d­a,r­,jMoPI1j,.,,r ­,:d=f�_._ _uL!_,_.. 'r , 11-11-1111 -MA-fluou,uni 6184.6 1 1. Di,t,.ct,.n Site, — Up to G'U x 6'6 Opaque Double (XX) Inewang or QUt5wlflg Florida Llcenso I— . Fiberglass D - Li nits of U- ' _ 1-trillation. Irisix.nothan,; Approved fall ... in HVHZ: N. FI_6IB4 RL -11 _IflST 6104.6.0 Approved for "so quit,ide HVHZ: Yes V elified By: Lyndon F. 5chirildt, P.E. 43409 Lrop-t Houistault; Yes Cl cited by Independent Third Party: Yes D-ig. Pro -a: N/A Eo.I..ti.n Reports Other: Lee INST 6184.6 for Design Pressure Ratings, any F1,6184 RI Al' EVAI_6181�rgoff additional uc,, Irritations, Istollation natnictions and Created by Independent Thind Party: Yes product lixthcolars- ____ ----­--­j ---------------- Reeraricud Standard and Year (of Standard) 618 4./ g. Distinction Series Up to 6'O � g'U Opaque Ftbangl-s Double Over with Impact Resistant: No , at - 'o ad by ltdopondem Third Party: Yes 51dolitea (OXXU) the Soluble ri­ing Installed Ut,l,o,,,g the I ___ Scrop F ... ... o. , Li "it, of I.Ps. ' __ - - __ Installati'll lusar .,ti ... Appic-crood for ... in HVHZ: No F"'10 i _L1 App­vod for .so .mt�iblu HVHZ: Yes Verified BY: Lyndon F. Schrlidt, P.E� 43,IU9 I'll .tant: Yes Ke.i Created by Independent Third Party: Yes U.p­t -IV. pit ...... : NIA Evoiluati.r, Rep., Is CnIt- See INST 6184.7 for Design Pressure RaLinys, any FL61II4 FIT Z. _Ey,�Lq,l 7. of _� �. Q but, additional u, rations, installation notruction5 acid Created by Ind.pondont Third Party: Yea pro duct particulars. (- -So. Gonerel Note 3 sheet I of prod,, particulars. (Note , ASIM E1300-02 ublued for ct Crusted by Independent Tlind Party: Yes Dta,Alng No. FL -6184.7 regarding -dolite protection--) � Created by Independont Third Party: Yes — I- ___ 6184.8 - I. Distinction Sale.-. . _____. - Up to WO x I Opaque Fiberglass Double D- with roquiroment for W13 'OR (ref 1609.1.4 FUCT. SldeliteI (OXXO) The Slul GI-Inq installed Ut1llz1pg the ---. . _.. ______ Lip Lite S au. Froarip. Li nits of Us. " ___ � Installation Imit-ti.n. App,.ued I ...... I,, HVIII Pro FI_6lU4 _.Rj 11 INsr 6itI,i.a.nd Approved for ... ctutecid. IJ Yes Verified By: Lyndon F. Schoridt, P.E. 43409 Impact Reacista I Yes Created by Independent Third Party: Yes Design li N/A Evaluation R.pont-� Ohnneu: See 1113T 6184.0 for Design Pressure Ratings, any FL6134 FILL AE EVAL6!R,l,o,pdf additional Use lWitations, installation Instructions and Created by Independent Third Party: Yes product poaculars. ( - l5co, Carol a] Noto 3 sheet I of Add,c.,s/Ph..pyEm,,1I Urav,lroc No. FL-cildl inecpuding ,ldell. ,.tEation ­) - ---------- ---,. __ I ff ,a I::,--- —2 IN -1 � � � � � , _2217! , W1 " P Em car 4 � pq - MR -11 i I . i � M, _. I' --,.-- - E I NEW 15_'l "' I . H .��.T - I M., I A" 0�.'Fq im "M : � _0 -0 9, #I dit___ l a , - - � - I'll I ar I Ft Mmad 'ZI t'111_.11M_721_fk_ -I-'.- .91n I Ula ReIaA,Il000 I .... .. - � acto � -­I�, I I.t;&F,,. I lat*�, ,,,, I r ec: -mr. I ucls, - -,It r1cp I -s I ­,], 1 . I I I A ff", " ' . (A Fol-docIA,fuioual Design P ....... ; N/A Evaluation Report. 7' Evaluation Report - Hardi Received uston: I LI Florida Engineer or Archieti,l, IT- who develop.nd Wendell W. Haney _d­a,r­,jMoPI1j,.,,r ­,:d=f�_._ _uL!_,_.. 'r , 11-11-1111 -MA-fluou,uni the Evaluation Report FlLff 110838 -RI Florida Llcenso Application Type Revision 'a E"�it ... :�Ie Qa'�'�' A­bura Code Version 2007 Q. a i V Ass. 1: r I a I L' ,I 1,pir,r.lull Date Application Status App -cal Validated By Comments areas Inside tire i — ___ __ri­�` A,chJv.d F; Certificate of Independence Product Manufacturer Thellina-Tcoi Corporation Reeraricud Standard and Year (of Standard) AddireWPhonc/Eniall 118 lndu1L:W Drive Impact Resistant: No , at - 'o ad by ltdopondem Third Party: Yes Accepted Engineering P,a,ti,. Edg�;toj%Oli 43517 _ -q - additional use firifialLions, instullaLlon instructions and -L .... R ,AE 'VAL tIL13U.j.pdF - ASTM EIJUU (419 29 -1140 "38.11 ASTM E1300 5i'�p�150,�ULLt�11.11�lligio�.�5 M Foul, Sdelites - (X, Xo or oX, OxO, XX and D,,<XO Authorized Signature Stow. jaspairs." ___ -----.--.--- Limit. of Us. Installation lonstani,tion. Approved for use In HVHZ: Yes "I 11�51_1 �j��pe,5011(�ILLt.,t,,��logi,�.u5 Impact Resistant: NO Created by Independent Third Party: Yes TO chnical Representative Addre55/ldione/Ern,all Quality Assurance Representative Addross/Phore/Emall Category Exeter U-5 Data Validated �;Wbcawtjc'y Swinging Extan lor Duar A.Scmbli,s 0711012008 Compliance Mellott Evaluation Report from a Florida Fct,Uistafad Architect of d Licensed App .... d for "a. I. HVHZ: Yes FL8838 R1711 INST88 �pdf Frands Profession.[ E,,g,,I-., - - Irnp-1, Reali.torit: No Created by Independent I hard Patty: Yes Design P ....... ; N/A Evaluation Report. 7' Evaluation Report - Hardi Received _� addfitiwlal OsIcIllfitaLit.3, in,tollatwul 1115tructionsand FL883q RI A- �Vikf 8,33�.l.pcj Florida Engineer or Archieti,l, IT- who develop.nd Wendell W. Haney ....__ ____ the Evaluation Report - ___ ___ b. "Fiber - 71- �,,Ij fir-oloted I,L. -k!, / "Sine.thstar, lee Flboluj­ Doors with and ' 2007 Florida Llcenso PE -54 I 5B ... fig,rations up to 6'8 Ili height) --- 'a E"�it ... :�Ie Qa'�'�' A­bura N.Lboal Accrad1tothor and M.u.U,rno.t Institute _ Vern E__: �,olf _ Approved for .1. outside fil Yes I , of p� ad 111. Hill - 54156 Q. a i V Ass. 1: r I a I L' ,I 1,pir,r.lull Date IZ/il/2011 Othol: See IN5T 5638.2 for Dochij, Pro�sUni Ili an y F188�8 Rl,e�E ._ii�-EL84-00-04�1,d Validated By L.F. Schanclilir, P.E. areas Inside tire i — ___ __ri­�` W Validation Checklist - Hdr,cupy R-c-irved ---------- ssIc' / 'Smootill Out5whing Insulated Opaque Fiberglass L)Qor5 With and Certificate of Independence f 0. 3iL=R_1_(_U_1_.U9 _QF -IN DIEFI-E LID IINI -r_ a T Edgerton, OTT 43517 Reeraricud Standard and Year (of Standard) 5t,indrud year Impact Resistant: No , at - 'o ad by ltdopondem Third Party: Yes Accepted Engineering P,a,ti,. 207 _ -q - additional use firifialLions, instullaLlon instructions and -L .... R ,AE 'VAL tIL13U.j.pdF - ASTM EIJUU 2002 "38.11 ASTM E1300 2004 M Foul, Sdelites - (X, Xo or oX, OxO, XX and D,,<XO rAS 202 1"11 Equivalence of Product otandards C: artiflud By 5ticti-I from the Code Product Approval Molinari Method I Option D Date Submitted 06/24/20OU Data Validated U7/12/2008 Date Pending FBC Approval 0711012008 1 old DoLe Apop, U9/15/2003 . 5 ... nuri�m._)Luf P'.ulu'la. App .... d for "a. I. HVHZ: Yes FL8838 R1711 INST88 �pdf Fl. # __ -,- __ — Model, Munnuccir or Nion. Description 8830.1 _-__ a. "Filbarcla5sic" / "Sulootlistar,* Cutowll fated Opaque fituargi,35 L)Qor5 With and I .. .:. r&fn 't 1itruut11;I1du2`htQs - (X, XIJ Or OX, OXO, XX and UXXV — C-figurafl.nu tip to 6'a 1. g�t�_ __ _ _�eL Limits of Use Ins italli" I. Inatructicure App .... d for "a. I. HVHZ: Yes FL8838 R1711 INST88 �pdf _33.1 Approved for use outside HVHZ: Yes Verified By: Wardell W. Foray, P.E. 5415a Irnp-1, Reali.torit: No Created by Independent I hard Patty: Yes Design P ....... ; N/A Evaluation Report. Othe,r: Sea INST 8838.1 for Design PlaIsume Ratings, any FL0038 Ri ��_EQ19 _� addfitiwlal OsIcIllfitaLit.3, in,tollatwul 1115tructionsand FL883q RI A- �Vikf 8,33�.l.pcj P ct partIc tars. (Note - As rpt V1300-02 utilized for Created by Independent Third Party: Yes aradi te as Inside the HVI IZ) ....__ ____ UU312 - ___ ___ b. "Fiber - 71- �,,Ij fir-oloted I,L. -k!, / "Sine.thstar, lee Flboluj­ Doors with and ' 2007 - XO or Ox, OXO, XX and OXXO without �,Idehtes - (X, ____ ... fig,rations up to 6'8 Ili height) --- — - — --------- - _1 Limits of Use Installation Inciturrictionnit Appir-al for ... in HV"Z: Ya, I�L.1138 RI H N 'T 36 "' 4�1_;� _ Vern E__: �,olf _ Approved for .1. outside fil Yes I , of p� ad 111. Hill - 54156 Impact Resistant; NO Great Ill by independent Thir`dYP's`n!y: Yes Delidg. P ....... : N/A Evaluation Reports Othol: See IN5T 5638.2 for Dochij, Pro�sUni Ili an y F188�8 Rl,e�E ._ii�-EL84-00-04�1,d - ructions additional use limitations, Installation In A . and FLI3813 EVAL 8338�2�pdf E I _1AE_ Product Palticula,15. (Not. - AS'TM E1300.02 utilized for Created by Jude Pence, It Third Party; Yes areas Inside tire i — ___ __ri­�` f7l 7 ---------- ssIc' / 'Smootill Out5whing Insulated Opaque Fiberglass L)Qor5 With and - - - ___ ____________________ 9262.2 Mile-rono SQIIQ; 1000 SH without Siditlite, - (X, XO Or OX, OXO, XX and UXXO Edgerton, OTT 43517 ____ collfiguloti-I up to 8 0 I. height) ------- ________ Li ... Its of Us. Installation Instruction, Approved for m.: I. KVHZ: Yes FU033 RI 11 INST3818 - __ _.3,plif , - _ Appar. icri to outside HVHZ: Yon; Verified By� Wendell W. Holey, P. E. 54 15 II - Impact Resistant: No , at - 'o ad by ltdopondem Third Party: Yes E 0-i,. P--u: H/A ­hiati­ Ruici Other; See INST 6838.3 for Design PrIssUle Ratings, any FL&�Rl AE E If _ M_ P _ -q - additional use firifialLions, instullaLlon instructions and -L .... R ,AE 'VAL tIL13U.j.pdF - product partioulafs. (Note - ASTM E1300-02 utilized for I Is �_C._d b_y' I . , clspoindarit Third Party: yes areas Inside the HVHZ) - .--- ­_ -1 "38.11 It. 'F,bor­CIo.,Ic, f 'Sm-lonst", Ill labooloWd Opaque Fibe,qlaIO Do ... with and ,i,J­4uwcWV,arc­lLb.ts.ram M Foul, Sdelites - (X, Xo or oX, OxO, XX and D,,<XO 2) MILESTONE Series 1000 NO.-Inquact Resistant car ofiguratIgins u -pr 0 O'U In beght) - ___ -----.--.--- Limit. of Us. Installation lonstani,tion. Approved for use In HVHZ: Yes "I 11�51_1 V11.16IN!d Al,p,.v.d f ..... .. induh. 1I You .1! W T�.,�,011,,P.E. 5415a - Impact Resistant: NO Created by Independent Third Party: Yes Design Prestrurar: 141A Evaluation R, -Ports Oth­ See ltISr 883d.4 for Ut-Ign Protsure Ratings, any FL8038 JILL A6 PILL ,1-0 -0 8 0_4 9_lf additional us. limitations, [.I* I tion Instructionsand FL883a I AF FVAI .at I 838.4erf 8 _ prod,, particulars. (Note , ASIM E1300-02 ublued for ct Crusted by Independent Tlind Party: Yes or a -.side the HVHZ) - ____ _ - - � E_C� P il 11 11L mt . .. "_ -, - , Rpm;-` 11 - P. ,�D - ". ""' I , , jR i - a,ffl.!�.., -it I , - 444 0 Subcategory 511.91og Esloirl.r Do., Assurriolle, .. .:. r&fn 't ," Ib "" - �11 ' I - �b­ I -'­ ol. SL- Ill-.. l ­­ . 11- L 11UI.I.. I to, ocor I uts �I. -p ; u',I,; ! -'i I . - , �, I P,.d,.t Approval A - � us. - 'Pi, �, 641- N a U 2"Evalichation Report - ilardcopy Received Di �­ � ' ' L­-­---'_.t`d,ceo­1D I-AlkAls--ld - �Iiocl-u­ -.11 in. livaluathon Report FL 9 1`11.12441 PE -43409 Appli athict Py,. No. Qua ItyAssurra.se Contract ExpJratlofi Date c.de"Vershon 2007 Ryan J. King, P.E. Application St., s Ap,,o,ed Certificate of Indeporuhrocc, cunnnI Thdr.lenced Standard andy-, (of Standard) StLi.d­d Y. -I Al-chlyed 12 EI PI -11-1-: +30 PSF/-32 PSF Product Manufacturer Thattrina-T,u Corporation Standard Y." — Addiressiphoure/9 .oil I Is Industrial Drive - - - ___ ____________________ 9262.2 Mile-rono SQIIQ; 1000 SH AST I E330 ZQUZ Edgerton, OTT 43517 TAS 2Di. 1994 cult 'ILI ' (419) 298-1740 0 t- glazing are available: (1) Opt. injection Molded Le-, TAS _1UI 1994 5;.Sp�,��,,c,�ttte�ll,,ol�'Ji�,.uI _ quality Alucann­ C...t,;,,t E.pi,ation Date Authorized Signature Vwlan Wright I Addre,sAllicia/Enrul ,i,J­4uwcWV,arc­lLb.ts.ram fL21'§1'-K1'-JI �H,0.(_1Q.QQ_J!iQ2-,29Q9 I? W �ALI t Address/lincruciEnnall Technical Ripuresiaotabvill Quirky Assurance Rop,rosoil AddresaoPrource/Earrall r'atagory E'dorill Over$ Subcategory 511.91og Esloirl.r Do., Assurriolle, Compliance Mvth.d Evoleatigh Report front, a Hondo Registered A,,Iote�t or a .1consed : Fle Ida Professional Engreer N a U 2"Evalichation Report - ilardcopy Received Florida Engineer a, AribI ithure who csid�oioed - Lyndon F. Scroll P.E. in. livaluathon Report - . - P,-I ­t Approval ,*., I 5 E It I b I , I w, �i* Flodict, Llsims. PE -43409 Quj:gy Assurance Eri flati-al Ac,areditution and Mar,g,ment: Institute Qua ItyAssurra.se Contract ExpJratlofi Date 12JOILIZU11 Validated of Ryan J. King, P.E. Authorized Signatuo a 3 Volueflou Ct-Mrot - Hicnicopy Received Certificate of Indeporuhrocc, FLIZ441 RO _�,Qj_��P�,NOFaJCE.pdf Thdr.lenced Standard andy-, (of Standard) StLi.d­d Y. -I P roduct particulars. ---------------------------.—,---------.--I 10111.5.2 1997 EI PI -11-1-: +30 PSF/-32 PSF TAS 202 1994 Equivalence of Procu" Stall da rds C.,t,fl.d By Suctions fro. the Code ­ 111 I So - """' gi., Ill' - - - , , -1 , � -1 ac�.'�i�ta ,I I , �I NMI I , i 441 " Iff, 'a I, r, _11 11" .1 �I Is I . � allnoHo".. lo" j : ­I I Ont OL 1-0-91 M. N a U .1 lo�o� "'i""."l . _u ­1PI; q ,,,,, �­­J. I �L­ 11,as [ lrci:,Ar ... I 1 111c ­., I PT�­, I,, -p I j,l, � ,, . -_ ,,h I - . - P,-I ­t Approval ,*., I 5 E It I b I , I w, �i* Address/ThQIie/Erruil U 5a 5 Duke bivd. 1,,,�i,ty A,-,,,,::,, Entity E�zza_rVa`�I'ilP�­ 12-1-111c,LitALai�t ,L�p�q;tk�,L,,r�Appl�,ti�.D,t�lI FL a FL5675-R2 Application Type Revision Carl VcI P 2OU7 Application -Status Approved comments f7,. Evaluation Re Ott - I lardcopy Received Archived 121 Product Manufacturer CIOPaY Building PfOdl Company Address/ThQIie/Erruil U 5a 5 Duke bivd. 1,,,�i,ty A,-,,,,::,, Entity Mason OH .150,10 al " q I Y A -,I a rQ Contract EXpliatical Date (51.3) �70-6062 VrJid.tad By m1eQcteIrjtld@rJ.JpuY.cOnT Authorized Signatuo a Scott Hallifton (:Qltlflc,ILa of Independence 5hacillItundid.pay.con, Technical Repre,ent,itive o V Agar 55/ hene/Eltail Quality As5urance RepresentativQ Ad,1.5s/PhOna/E­1I Category EXL,,i.r D ... I subcategory Se -1:1 --al EACIlor Due, Assemblies Curlpflo­ Matled "a E WaLiun Report frout a Florida Registarod Architect or a Uler­d Date Approved Fer' Ida Prof,15sional E,g,,,,Ql 4R�F, GRIST, 6R5F, 2R -T, 46, 42, 7 I f7,. Evaluation Re Ott - I lardcopy Received Florida Engineer or Architect flame who developed Scott Hartillon the 'Evoluatlorn Report -PILE any additional use firititions, lictriollation ln5tructions and Created by lindcporchant Thn d Party: You I Florida License Pl7_GJZ8G 1,,,�i,ty A,-,,,,::,, Entity lIItenLokTu,fl.g 5tuoke5 NA I.c.- ETIjW,nI,crk H-ey al " q I Y A -,I a rQ Contract EXpliatical Date 05/2 1/202U VrJid.tad By Caly Pro.he, Approlicul for use outside HVHZ: Yes 171, Valuation Cleckli5t: - Hardteipy Received (:Qltlflc,ILa of Independence FL56 _15R, IO _L'tificat, _uF_j,df22nd,Ij�,, .j e _y,ridism., Irnpau:t lle,kt.cat: N,1A _ELlity, C,rory Proahl r.pdf P roduct particulars. ---------------------------.—,---------.--I 1.1-21Z5A2 _GO] f,t,'tQLII��l-)L--�-1-1,L�pti�Oe-q�- �.fEvjh UOM1 E, 111� EI PI -11-1-: +30 PSF/-32 PSF 5,ojtHEIJTi1tOIn,Pd Refqrenced Standard and Year (of Standard) Standard Y." — th 0 or: All OPTIONAL glazIngs available for this product AN,'I/VA5MA 106 2002. - - - ___ ____________________ 9262.2 Mile-rono SQIIQ; 1000 SH AST I E330 ZQUZ meet the wind load reTAreconsitits of the F13C. Two types of TAS 2Di. 1994 cult 'ILI ' FAS 202 1994 0 t- glazing are available: (1) Opt. injection Molded Le-, TAS _1UI 1994 ` .i,blurce of Product Srandaids Certified By Sections from the (:oil - Pi oduct Approval Method Method I Option D Do 07/01/2009 ,2 Submitted I) uVbfidatecl 07/02/2UU'd Data Pending Fill Approve[ 07jugl�cgfig Date AI)pjoVcd all/ 11/2009 Product Approval Method Method I Option D Date SolnuitLed 24 _[�_, 014 V15-09 PAN -21`151: 04A, 94, ,tool Pan (irron. 25 go.) Single -Car (up ,0 910" wide) � el 0710012009 Date Pending FEPC Approval 73 75, 1500, 190, 76, 76V, 4RST, WINDCODE.�O WS Gal age Door Date Approved — 4R�F, GRIST, 6R5F, 2R -T, 46, 42, 7 I 1 _,� — I 9 5, 4 UB, 4 z b, 5 5S __ — ___ — - Other: See INST 1�441.1 ful Uc,I,jll Plo.culu Ratings, FL124-1 lag �L121 IlLF-A -PILE any additional use firititions, lictriollation ln5tructions and Created by lindcporchant Thn d Party: You I Li lure of Us. ' --.-. Installation Insttuctionn, '_ __ Fib,rCl-­-, "SmoothStar', I'd � 6'6 Opaque Fiberglass Single Duct witi, Sidahtc, and ?�l !! !- �2�: Amp .... it for use 1. Vi P40 I FL5675 R2 I 102110-R.114,pdf __ - Rustic' Series ____ �__ Li ,its of Lka, I.M.H.H.. . n In't"'.""'a Approlicul for use outside HVHZ: Yes Verified BY; Mark Aent,ulluld FL PE 43495 Impact Resieta it: No Created by findepional Third Party: Yes To cosign Pros , ure: N/A C-luationt R.Tionto Irnpau:t lle,kt.cat: N,1A Created by findependont Third Party: Ile P roduct particulars. ---------------------------.—,---------.--I FL92G2-RI - - - EI PI -11-1-: +30 PSF/-32 PSF Eval.ndimn Rep., L. Revision 11 _j, F R21AE ER b UiU6".. Ili k9Aq_.EI!.SHIU0QljLPll1a0. FL920.1,pif th 0 or: All OPTIONAL glazIngs available for this product FL56/5 ,92 AE CBPC OOIQ27-A.pdt - - - ___ ____________________ 9262.2 Mile-rono SQIIQ; 1000 SH Applicat on Status meet the wind load reTAreconsitits of the F13C. Two types of Created by Independent Third Party: Nia cult 'ILI ' __ ___ ­__ --"--'-----' _­ _� 111�11,41.0 Atiarnly �aa tifl-to 0 t- glazing are available: (1) Opt. injection Molded Le-, v Ard��"�d PIT _ quality Alucann­ C...t,;,,t E.pi,ation Date l"Plula, & Glazing that DOES niout the Large Mll,,ila Impact Flotilla EXtrUderS International, I Addre,sAllicia/Enrul JL Cyclic Pressure ircquiturooLs for Wind-toQuIlo Debris fL21'§1'-K1'-JI �H,0.(_1Q.QQ_J!iQ2-,29Q9 I? W �ALI t 2) MILESTONE Series 1000 NO.-Inquact Resistant Sanford, FL 32771 R-410% (WBDR) no (2) Opt. Froma Ol Glazing that DOES Created by finfilipendtint Third Part-/: Yes 1 Evaluation Repont. NQTm It In a Impact resistant requareinent for WUDR. The J,107) Address/Phone/Emall - Authorized Signature product ./a glazing DOE5 L­`PJY with the knipict reajotant Created by Independont Third Party: Yes 9262.3 I joFlak voko011.irkhtextron-I ... roquiroment for W13 'OR (ref 1609.1.4 FUCT. ra,bilkal Rop-aintative, Jim Hak. stil or HI -5111 lite IG Glazinij Address/Phone/Ennill 25,40 Jewett Lan. . ____ --,--- ___ Sanford, FL 2771 ------- __ _____­ 5575.25-------+,,-�,-,�.;�-PAtJ-IF153: 'U" 'Ida) " " , -, ", ,d4A, 11, 11,QI Pill (rinin. 25 go.) Doublo-Car (�*2' to 1, , ,�, ", 9U 6V, 4RST, WINDCODEro WS L­ag� Dour I I'll Resistant: No (407) 323-33 EA 334 "" 'I'S" cJR,T 12RST, 43, 42, trunt.H.G.r. Incid-rcti ... , JI,okadflicrida,co,trude I. - 15, d., 41il"5'5'CF; - ______ I ------- i -----,----------------- Quality Ac,urJuLe, Repro5ontairvo Bob Jones __ Limits of Us. Irostall.ti.. lost ... than. Add,c.,s/Ph..pyEm,,1I 2940 Jewett Line Appi oved for use Ili KV"Z: NQ Ff SC,?.5_R�_1I_A2112.L1kU 1, I,Ladf (8,..a,d and Dando Counties). Sane to, FL 3 2771 Ap P,.ued for .so oot�ide HVHZ: Yes Vailtled By: Mark Waztel fell FL PE 48495 �FLqj� 1`1_926.,�_112 AE ERNOI�59 _l� 1� �T�lojtj tl�,y qj L92 6 2.1,d f (all-/) 323-3,1UII IXI 334 Toni Rillistault: N/A Cro,aled by Independent rhird Patty: Pro � I duct djextrUdero.com Locroup Design Pressure: +30 PSF/-.�Q PSr -vothinti.n Reports E Category Wing -a th 0 ur: All OPTIONAL g!azinoi ,,,,liable far this pirodurt FL�675 ti� - _AE CBPC 081027-Arldf SJbcbaag.ry Sing, Hong moLit ill,,lic wind lead laq-111cullents of the FBC. Two types of Ci -sated by Independent Third Party: he I C.Itifficatlon plark or Ll,,tIng Op 'zing are OV,cilbible: (1) Opt. Injection Molded L-xaii C.Itficstim Agency Notlarbi Accreditation & M,nagentent Institute, It 'arUl e, Q Glazing that UOEJ .,lost the Long. Mu,ll� impact I Instrute, n Cyclic Pressure reqn1renturits for Wind-borne Debris I yoa, — Reglocri (ViDDR) Or (2) Opt, Frania ti, Glazing that DOES AAMA/VvUMA/CSA IOI/1.S..c/A440 2ous (Bir -and and Dod. Counties). ill OTU,o the IhIPPLt ­iatapt 11:�.Ir.IH1r1 re, vIBLIR. file Limits, of Us. FL9261,_jqZ AE ERN.165O_f[jqR1_0O0HIr�ejQ FL9262Izdf c�-t P rod IWO glazing DOES comply vard, the Inpact resistant Created by Independant. flond Party: Yes _ �62.5 I ""'It"' Soria' "Ill fill I-equarem ent for WBDR (ref 1609.1.4 MEG). . - __.. ­.. I. - - - I q Hfi_ldl — , _ - - 5675.51 051 WG -09 PAN -21`153: 73, 75, Steel Pan (Inill. 25 go.) Slingle-car (up to 9,j" wide) U4A 94, 42, 48, 42B, ,V15, 4RST, WINDCOUEe) W6 Garage Dour with Optional Impact. � 6RS� Resistant Lites - -,-- __ Li ,it. of Use - n Instruction. I'=dR � App -and for .- I,, HVHZ: M. F 2 1�_1_jAD.-A,FI 11 Approved for use outside ll Yes Verified BY: Mark Westerfield FL PE 43495 Impaut Resistant; Yes Created by ludep-nod-rit Third Patty: N. - - Design Pl­n.; +38 PSF/-42 PSF Evaluation Rep. ilt Other: Solid doors (no glazing) or users witil Optional LLI_O75_8�1 A ,l,dj InPalt-le-istont glazing .to innipact-n,alsto-t (la1V Illo'dO Created by Independent Third Party: fro firnpact). 567,75 ' 2-FI53: /J, 75, 9 d Steel Pa. ("i 25 a.) Singht-Car (up to 9'0' " o) 42 6, 483, 48IJ 1, WINDCODE-� W6 Garage Coor - GR -;T - ___­______. __ of UZ Li ­ Inintall.tin, ,at-fl ­ A'"i"'ved "' "" '" ""IZ: "a R2'1' 0134B - RsLxi;LQILf P" _" 7;L 1, I M App,e-d for .- outside HVHZ: Yes Verified Uy: fl�j k Westerfield FL PE 4U495 11up"t Rebi't."In No Created by Independent Third Party: Pro . ,sign pressure; +30 PSF/-42 PSF Evaluation Reports ORI The glazing available for this product Ini the pL5l515._R;�_1j_ECBPC OuIU21-A,p,j( wind Madli-equi,orp-L5 of the building code but DOES NOT C­t.d by Independent Thi. d potty: N. meet the m pact resistant requirtninnint for windborne debris regions. --.---- ___ — ­ - _____ 5675.53 .---.--- - '--— __ ____ g-I' 1AN-2F 53: 73, 75, 3tEal Pon (rulin. 25 li,l-) D-Lic-Cal (9'2' to 16'2" .Ida) p8j, �: ""'g, 'Ll"o, jgn,�, , �J, , , 4 4 21B, 4 8 11, 4 RS T, WINDCODEtIz) VJ6 Garage Door with Optional firripact- - _­ �R, � GRST Reostant. LIL-3 — .- _______ Limit. of Use Installation Instructions Ap pt oved To r usla i it IT V H z: N Q F�L5675 R2 11 !QJ_9,��-A�R­10-Shur ,p _ _�f P Ap , .ved for .so outside HVII Yes Verified By: Mark WeStalfrold FIL PE 46495 ImpI.ot Resistant: Yes Cradled by Independent Third Party: No D Ple's-11- �J/ PSF/ 41 PST Evaluation Rep.. U .--g- Ill colors if..,: Sol (no glazing) or door- wIth Optional FL5675 R2 AE PC fi�tr -A.pciff tLB_ ,,,, -resistant glazing at- uppact-lesi _63U pact G cle start (large miss Created by Independent Third Party: No impact). -------- ____ - __ ___ --� -","",z 507 ,.L, — All 11 1-1 13, 771 .' 75, Steel Pan (min,,,,25 ga.) Double -Car (9'2" to IG'2' wide) I ��' O,�-,�, ": ll�2i` B" , I 'd I d , 4RS WINDC E,'Eo 4 ago Due, ,., do', " " d � ., . r, OD 6 r r — , , , _ _.—.. U '"it. of U- Installation limit ... tion. Appr­ed for ... in HVHZ: Pro "5�_75_a2 11 A_TOI�iq - �ylO-Sfrat.pzi[ Approveld I ..... .. tside HVIIZ: yes __ Verified By: Mark Westerfield FIL PE 43495 Impact R-Istant: No Created by InctIpondent Third Party: No Design Pie.-ru: 1-3? PSF/-41 lr�;F Evaluation lctepo,t� 0 - The glazing available for this Product PI the FI.5675 th _R2 AE CBPC. 09OG30.A Judf wind load 'equil emarts If the building code but DOES NOT Created by Irdepandent Third Potty: No Moat tri Impact lQa1stant requirement for windburn. debris regbatra. —_ __ � I - I Product Approval Method Method I Option D Date SolnuitLed 04YI7/2009 Data Validated 0710012009 Date Pending FEPC Approval 07115/2009 Date Approved 08/11/20,JY - summary .LIP,onfinucto _________ App -vad felt us u outside HVHZ: Yes Verified by; Lyndort F. Schmidt, P.E. 43409 _______ FL ar — ____.____________i brief, N. -b- on Name D .... ipti- I __ - - ----. — — - u. TLu,Clp551i,', "S.99thStar", TO X G'8 Opaque FrOserglass Single Door with T -sent — JZ441.1 �FL # __ __ "Claw,kcraft" or "ClissicCraft (OIX) - Ittswing Or Obtswug , �_ i � i m �7 . _ , ""',­ - I Etc-_ Rrisild, !3conos ------- ____ - I "Its, of Us. Trettallbathi. In't'."I on' Approved for use in HVHZ: No EtJUii1_RQ_Jj IN51 12441 Ix I App -vad felt us u outside HVHZ: Yes Verified by; Lyndort F. Schmidt, P.E. 43409 I., pact R.,istarit: No Created by Independent Third Patty: You Uelligir P .... or.; N/A Evaluation pkport� Other: See INST 1�441.1 ful Uc,I,jll Plo.culu Ratings, FL124-1 lag �L121 IlLF-A -PILE any additional use firititions, lictriollation ln5tructions and Created by lindcporchant Thn d Party: You I Lroda't pairth,ria's. ___ - — 1 ------------------'-- 1 I '_ __ Fib,rCl-­-, "SmoothStar', I'd � 6'6 Opaque Fiberglass Single Duct witi, Sidahtc, and ?�l !! !- �2�: � as,, cc,.ft' or 'ClasalcCraft Trarsom (D/DXo) - In' ,wing or out5�vIng - Rustic' Series ____ �__ Li ,its of Lka, I.M.H.H.. . n In't"'.""'a Approved for use in HVFJ NO ELL2441 0 11_11151`12441.�.pd __L Ap ,.eed for ... outside li Yes Verified By: Lyndon F. Schirridt, P,E. 43409 Impact Resieta it: No Created by findepional Third Party: Yes To cosign Pros , ure: N/A C-luationt R.Tionto Other: See IN5T 12441.2 for Uecign Pressure Ratings, FL1!,141 It Q AE �EVAL jI 4�.. pd , I a _, any add lie- I use Irritati.,I, Installation Instructions and Created by Independent Third Patty: Yes P roduct particulars. ---------------------------.—,---------.--I K,i_Skj Efl -- I m,z:,ciof—iar.,4, .a ac— - Liff , I g! - : I i _­ i � io'T ,- �`� , I::,, I 'I, , 11, �FL # __ __ ,� f10115AN1114111"', IRMIX , �_ i � i m �7 . _ , ""',­ - I Etc-_ , " � � i f _ - illoi - 11 i "' .. ____ � , Li ... it. of Uz. 1,11111111 - .- I I .. __... ....�­__ .. i`� 11 _ I I odity A..a1au­ C.olan,t Espi,agen Date - 't f-IMMUM1161=17.1ir 'do ec's no": I too I, � -, t,,ua',t,vr ; ­­PiCt , -,I,11­111�1,� . I bcaa&F.,L� t lloca­­. I ,ou,e,f I ,ccs,,a,,,: ,j,_ � . _ t . � � all I , ., ,�� - III. 14�r,'(*' Pro d", I A p p .... I _� '0 _ 115-1blOw, Fl..11�1.U_2_1_II__5H ti�..-U!)2Li�LL),-l--4QQQ-L,,-,LIL,if tJIOII)207A).')�IILES[C)�tE�;e�le5lUUUN.,,-I,,p�,t LU'cc O' �.­ .... �'r�.,'-�C�r"_".'I�'��","�_��;'��14'U"',�,�,,�",I.,,".,. Real.stint Altunintrin '-;],III. Thing Vilildo,co, ho- but Created by I ... Jopeadont third Party: Y as FL,'t FL92G2-RI - - - (Ulowactd ord [)ad,, Counties). Application Type Revision 11 _j, F R21AE ER b UiU6".. Ili k9Aq_.EI!.SHIU0QljLPll1a0. FL920.1,pif Coca VI,51.n 2007 - - - ___ ____________________ 9262.2 Mile-rono SQIIQ; 1000 SH Applicat on Status Approved SrdJ-SIIJ cult 'ILI ' __ ___ ­__ --"--'-----' _­ _� 111�11,41.0 Atiarnly �aa tifl-to Approved fur una, In JIVIIZ: No v Ard��"�d PIT _ quality Alucann­ C...t,;,,t E.pi,ation Date Prod t uc Manufacturer Flotilla EXtrUderS International, Inc. Addre,sAllicia/Enrul 2540 Jewett Lane fL21'§1'-K1'-JI �H,0.(_1Q.QQ_J!iQ2-,29Q9 I? W �ALI t 2) MILESTONE Series 1000 NO.-Inquact Resistant Sanford, FL 32771 Aluminum Singlo I lung Windows have not boun Created by finfilipendtint Third Part-/: Yes 323-3300 Ext 3.I4 Evaluation Repont. (Broward and Did a Counties) J,107) Address/Phone/Emall - Authorized Signature ,lekedflordaeAtrudere.com Created by Independont Third Party: Yes 9262.3 I joFlak voko011.irkhtextron-I ... Milestone Series 1000 SH �*dujjjhjtjul Non.1111,Ict Lvoldow voth ra,bilkal Rop-aintative, Jim Hak. stil or HI -5111 lite IG Glazinij Address/Phone/Ennill 25,40 Jewett Lan. Approved I., u.. I,, Vi No EL�.'J_2 R2__�'_CA,C_jl1fQIO2O1Ii L___ Sanford, FL 2771 quality A-, ,no. Contract E.pi,,ti.. Date I'll Resistant: No (407) 323-33 EA 334 "" U'p,rct aid. P ... ... ; I45/-45 trunt.H.G.r. Incid-rcti ... , JI,okadflicrida,co,trude I. - __ FL9262 R2 1! H -NI logo- 1 Sdcc��;Lcthj Dw,rpe Quality Ac,urJuLe, Repro5ontairvo Bob Jones Resistant Alur bright Hung Whala., have not 'or" S Add,c.,s/Ph..pyEm,,1I 2940 Jewett Line Evilcindticull Report. (8,..a,d and Dando Counties). Sane to, FL 3 2771 -.- - __ __ _. ------- �FLqj� 1`1_926.,�_112 AE ERNOI�59 _l� 1� �T�lojtj tl�,y qj L92 6 2.1,d f (all-/) 323-3,1UII IXI 334 Cla,rad by firdepecid,ut Third Party: Yes 92,52A 00 SIT I duct djextrUdero.com Locroup - - .________-.­_________ Category Wing -a Cortific.ti.r. Agency C-tific.t. SJbcbaag.ry Sing, Hong Approved to. ... outside flV tiz: Yes Compliance Method C.Itifficatlon plark or Ll,,tIng 07J31/2014 C.Itficstim Agency Notlarbi Accreditation & M,nagentent Institute, Validated By National Accreditation & Management Instrute, R.fir-orcad Standard and Yoa, (.fStapd­d) Standard yoa, — be� evaluated for U-0 1. Hfigh Velocity No ­i.pQ Zones AAMA/VvUMA/CSA IOI/1.S..c/A440 2ous (E:q-lvoIQIIC- off"oduct ,5tando,dis wtjfhad By Product Approval r.],tt,.d Matted I Option A [)at. Stionittall 0 5104/20ill Date Validated 05/0�/2010 Date Forcing PbC Approval I 5/06/21.) lu UA. App,.,Qd MIJUI-lulo 1 ........ . ­ ­ ­­_­ _____ - — ....­­ ---------- L -------- - : ----------- --.------------ - - - --------------- __._______________.. �FL # __ __ Model, Noodle. ca, Nanoe, __ _._.______­__.______.__ Do". lloth.u. 9-162.1 Milestone Series , load S, ---------- fallostainut Sure-, IcUaj 7H Alurujilmoll Non-linpact Window with ___ ____ i - Li ... it. of Uz. .. . — ___ Cu. tifil,action Agency Co. tifilsa. Appr.00d to., us. ]in JJVRZ; fro fq,��I� _.2-22_.g_S:L\.q_ltiO�Q�ql8..EVE Approved for ­ .Ilt.id. "VHJ Yes I odity A..a1au­ C.olan,t Espi,agen Date Itol,act Ite-d-tant; No 7/31/20 14 0 I Design P, .u. -is � 55/-55 Installation In.firti,them, Old- 1) H LCSS SgxU4 (NAMI CO ,tificbw Fl..11�1.U_2_1_II__5H ti�..-U!)2Li�LL),-l--4QQQ-L,,-,LIL,if tJIOII)207A).')�IILES[C)�tE�;e�le5lUUUN.,,-I,,p�,t Verflad By: Robelt J. Alinurosol, P.E. FL PE No. 49'�Sz Real.stint Altunintrin '-;],III. Thing Vilildo,co, ho- but Created by I ... Jopeadont third Party: Y as poer L'vdluAtcd hi ulto in HlUh Vulc(IRY Huricdou Zones Eval-atican Reports (Ulowactd ord [)ad,, Counties). EJ,V_1GJ?_L2 AS Coff �ja,t�5 _O FeP7,HjUQpfhlLL_q�() FL926z. alf FL If 11 _j, F R21AE ER b UiU6".. Ili k9Aq_.EI!.SHIU0QljLPll1a0. FL920.1,pif =..-----=-r-------- Created by ndqpandont Third Party: Yes - - - ___ ____________________ 9262.2 Mile-rono SQIIQ; 1000 SH ____ MIlustcale Series ICOO SH Ahnolichil for-filloct Window y1to - ______ _ --..--.---.----- SrdJ-SIIJ Limits of U ­ __ ___ ­__ --"--'-----' _­ _� 111�11,41.0 Atiarnly �aa tifl-to Approved fur una, In JIVIIZ: No EL9_16a22_r_CAC NWkL1QLE.QC , AV covert for ,.o outside Hlvi Yes P _ quality Alucann­ C...t,;,,t E.pi,ation Date I ... pact Ru,nitant; No 07/31/2014 . D sign P-nin,.: ,45/-45 Installation Inst -tions Oth- 1) IT - LC45 53�1,14 (HAMI Cot Incite N 'Ulo�cal) fL21'§1'-K1'-JI �H,0.(_1Q.QQ_J!iQ2-,29Q9 I? W �ALI t 2) MILESTONE Series 1000 NO.-Inquact Resistant . VQrIfWd BY: ROUQr: J. Ainuruze, P.E. Fl. PE No. 49752 Aluminum Singlo I lung Windows have not boun Created by finfilipendtint Third Part-/: Yes evaluated for usto tit High Velocity Hurricane j.ojos Evaluation Repont. (Broward and Did a Counties) FL9h?._KLAE ,CofJ1_hQj,IiZLEE15HlUcj_=tcv0 FI.921,52�pdf Address/Phone/Emall - [0262 R2 AF E lqI650 FEI� �, I aj J, RL , Uig 1_92, o2 I .--- ­_ Created by Independont Third Party: Yes 9262.3 I Mile stone Serle. 1000 SH Milestone Series 1000 SH �*dujjjhjtjul Non.1111,Ict Lvoldow voth — - -------- Quality Assurance Reprocentonve stil or HI -5111 lite IG Glazinij I. Lin it. of Us. _ Clutifna.thma Age.,y Certifi-t. Approved I., u.. I,, Vi No EL�.'J_2 R2__�'_CA,C_jl1fQIO2O1Ii L___ All proved fur, -c outside fli Yes quality A-, ,no. Contract E.pi,,ti.. Date I'll Resistant: No 0-IJ31/2014 U'p,rct aid. P ... ... ; I45/-45 trunt.H.G.r. Incid-rcti ... - Oth- 1) H -L 5 53x84 (NAM! Certificate __ FL9262 R2 1! H -NI logo- 1 Sdcc��;Lcthj Dw,rpe 1,11010207B) 2)'MILESTONE Series 1000 Nion-firlota Verified By:-RO-berr J. Amoroso, P.E. Fl. PE No. 49752 Resistant Alur bright Hung Whala., have not 'or" S Created by Independucit Third Party: Yes been avaluate'i d to, uco h. High Velocity IT ... licane Zones Evilcindticull Report. (8,..a,d and Dando Counties). `1926 .F2A9__��fI__PJKL165.Q FEISHIANIONIRoyrO, it,jt _-,_ -d- - -.- - __ __ _. ------- �FLqj� 1`1_926.,�_112 AE ERNOI�59 _l� 1� �T�lojtj tl�,y qj L92 6 2.1,d f =__�___ _ - __E1__t-_____­ Cla,rad by firdepecid,ut Third Party: Yes 92,52A 00 SIT --- --- Milestone Sides 1000 SH Adurfloor Noll-lulpact Window wth - - .________-.­_________ 5td-Slh or 111-5111 Li-- ,ni-t�­ of U.o Cortific.ti.r. Agency C-tific.t. Approved for trito it, 111,114I No LL -9262 R2 C CAC, 11101020�11,PQF Approved to. ... outside flV tiz: Yes Quality Ailur,mcu Contract Expiration Dato 1hopi,al, Resistant: NO 07J31/2014 Cre-ficul Pit ....... : 1451-4 5 Installation first ... In ... Other: 1) H-LC45 53x72 (NAMI Certificate F026-1 R2 Ll 511.141 I&I O.g.pd NIOIO207N) 2) MILESTONE Series 1000 Non -Impact Vorfled By: Robar: J. Amoroso, P.E. FL PE No. 4IJ752 Res stant Aluminum Slught, Hung Windows [lave not Created by Independent Third Party: Yes be� evaluated for U-0 1. Hfigh Velocity No ­i.pQ Zones E­kr-twu Rep.", (Bir -and and Dod. Counties). FL��,.O�_Rnl _A�_CgfLjjajOS!j _F:j2Ul_QU_Qtjj�gi�LEj_UC2. pot Limits, of Us. FL9261,_jqZ AE ERN.165O_f[jqR1_0O0HIr�ejQ FL9262Izdf __ __ - _ ___ _ __ _7------F=-- ------------------ Created by Independant. flond Party: Yes _ �62.5 I ""'It"' Soria' "Ill fill 111111,5111111 Series 1101 ,11 Aluminum he,,-, , ,,at Window 11th S 11 I � I q Hfi_ldl "" - * , "', tr ", "'b , "s"', _,"I", �` I-- ; MY V I ­ - ­ - -_ I . _ �, ffluiffit�,4 , I R'i'lla 0 y r. ApplicaLlin Type ._1Vi1.L1f1lK[I_1_ - - - . -i'm , " , 112" " j�f�, 11IF,Z om ."I-,- "� i4 Z-; "" J, a _f -1 � )V--d.1tAPP1­,bI ��`,J`f �t � IRju"in: "'Icu­ A11111.1od DL�L�'�:'aS!l�ZI-)Lb'8��?.'C--!�Ul-,��Ap,li.li.,,�,�lI I h.kw0fl.,ldp..t,bders.co,n W, :1 1111� , I ,; INI", - a fa . Proud t Manufacturer Florida EXtrudef; International, Inc. Addf,�'Ss/plonayE ... Oil '2S4V Jewett Lane I I -,r 'I �4��,i����,,�."i����i,���i,i����I Impact lit.ldlitcunt; No (407) 323-3300 Ext 334 CaLiag ry 6 I& -T it, 1715"fam MW .7 -0-1 I .m 1,12 .1,11,1"'M u,_.n.'­ I LbJDl : c-­Q,,bb,U­ , ­Iopicd t Iour"t-mor,., i --b-" t `--l-'a 1 'Pullon 1 LCIJIL.rn�l I 11,11 I c-h I , "I , Certification Mark or Listing /'��,' P1 induct Approvil '10, National Accreditation ti Management fin-trutc, - 1110cllni - � _11 I National Acc, rotation sk Management fin,titute, iic�,�� 11-1 I Essizi .1 �L,�L,J­ �_ I If, " ­­- -�, , .joik,u'­ P.Loi FL If FLO409-R3 Application Type I Ravi.qoll code Ve"fi., 2007 Application Status Approved Comments C - ----. ofti catholl Agency Cot tifi-to A,chived p" P ­`Pfiu�t Ma,Inr,,t.rar Florida Exti-tidets International, Inc. Addl-s/Phano/Ernall 254U Jewett Lane Li P..-..,.: t45/-45 Sanford, Fit. 3 771 Ott- 1) FW.HC4!ol` "x'317 (NAMI Certificate (407) 323-3300 Est 334 ND010221C) 2) Milestone Scres 1000 Rectangular & jh�ke(�_-.'tlo,ld�e�tr�de,�.�Q,i, Authorized Signature Thin Hake have [lot peon evaluated lot u5a Ill High Veleafty Hartic­tj Jhok�C,IlirdbeztnhIQrs.co ... Technical Rcjpresrpraty� Jim H.k. Address/Phone/Emall - 2,4U Jewett L ­ — -----.F— o2z I M _­_ -----, - Milect)[Pt Surkcs IUOO Fixed Sanford, FL 3 771 - — ------.------------ (407) 323-33GO Ext 334 Li ... It.. U 1. Jhckaslfl.,d­xtcqdars.c.m Quality Assurance Reprocentonve Bob Jones Addless/Phone/Embil 2540 Ja.att Lane It rpact Resistant; lie Sanford, FL 32.771 O'�'-ignr P- --non F35/-35 (4U1) 323-3300 L�I; J34 Otrear: 1) FW-HC35' /JXJ7 (NAMI Certificate dares9fivrplanxtrudel a.coull (;bLa,j.,y E.t.11c, Devis Subcategory Sliding Extruloi Doon-Assaill ,�Ornpfiorr,e Method Certification Mark or Listing Certification Agency National A ... cdRdtioll & Manag011ent Institute, Validated By National Accreditation & Mallog-ent fin,thnite, Referenced standard and year (of Standard) St,00d­d Year -.- - __ __ _. ------- AAdA)V'JDMA/l;�;A 101/I.S.Z/A440 21JUS Li it. of Us. .' AN�;1/AAMA/N1AlWDA 101/l.S. -1 1997 E q urvalonce of P, .duct Standards Certified By . . Product Approval Method Method I Option A , �` It- MY V I ­ - ­ - -_ I . _ �, ffluiffit�,4 , I R'i'lla 0 y r. ApplicaLlin Type .. . , I A � _21-4 , I—— I'll, purprucl. Z .."j " I lj-­I�­i ij,wo � rot,.- I 'u", I,dh"c, J -,­ ­'. I I . *11 X.: , �,e , - � " . . i ,ot.�"­' 1 ,or �eff 1 -5 all, 1',P � ,1: r sta."', t a _f -1 � )V--d.1tAPP1­,bI ��`,J`f �t � IRju"in: "'Icu­ A11111.1od DL�L�'�:'aS!l�ZI-)Lb'8��?.'C--!�Ul-,��Ap,li.li.,,�,�lI I h.kw0fl.,ldp..t,bders.co,n FL It Fl_9242-R2 ApplicaLlin Type Revision Ce do V'r5lon 2007 A PpIketion Status A11111.1od C.rImQrt5 I h.kw0fl.,ldp..t,bders.co,n Archived fa . Proud t Manufacturer Florida EXtrudef; International, Inc. Addf,�'Ss/plonayE ... Oil '2S4V Jewett Lane Apluinucid for us, unut,fid, HVi Ya, S�bnfiujd, FL 32771 Impact lit.ldlitcunt; No (407) 323-3300 Ext 334 CaLiag ry jp.ka�F.,idacv,trcdRjs.cu,r Awthorlzed Signature )In, Hoke jhckagrflQrIddexhudo­,cm To handoM Repulosent.tive Jim Hake Adocress/Phoole/Emoil 2540 Jewett Line , N.,-_ IdnWid, FL 32771 9242.1 = (407) 323-3300 EXt 334 -------- — SaullaI.- I Caligula, V, Shaped U.sUrtur I h.kw0fl.,ldp..t,bders.co,n Quality A�urjn,;Q Repro-Activia 3Pu Jones Addreac/Plione/Emall 2540 Jewett Lane Appar­d fal ... in "V"L: No 0 Oant To, Fl. 32771 Apluinucid for us, unut,fid, HVi Ya, - (407) 323-33GO -4t IJ4 - Impact lit.ldlitcunt; No bjQna,@)fl.,da-t,ud,, ,.c.r, CaLiag ry windol's Subcategory Fi-d Compliance Method Certification Mark or Listing CartifiCatIall Aderty National Accreditation ti Management fin-trutc, - V,Ihdated By National Acc, rotation sk Management fin,titute, R.fa,.,IcQd Standard and Year (cfStandard) St,nd.,d — ye., ____ '_ AAMA/WL)MA/CSA lUl/I.S.2/A440 2Q05 Equi-larc. .fP,Q,hct Standards C ertifled By Product Approval Method Method I Option A Date valludrod 05/05/2010 Date Pording FIG Approval 05/07/2colo Dinto App, ovod "NU/2010 S-mmory of P,.d..L. Go to poll. F_,_ 0 .11 Jil, ___ I I I "s, � Date Subtritted 07/05/2ulu Date Vallcated U7/06/21010 Date Pending FBI,: Appi, oval U //U//2010 r, at, A pp ,.ved 03/10/2010 Summ, y.o_t.Produc� _ ___ - ______­______­ FIL 4--------[ M.d.1, Numbo. vc, N."no _­ ____ _____ -----"-- [-.--T--.. - .--.---.-----� Fl. 4 __ , N.,-_ Dect.,ripthial 9242.1 = no L.". 1b`-1_1___ -------- — SaullaI.- I Caligula, V, Shaped U.sUrtur —_ _13-11- Flxtd Albribilon NQr-lrrPd1t Wind -I Limits of U.. —mll-t-11. -,--------------- C.irtirmethar, Ag..,,y C.,thria.,to Appar­d fal ... in "V"L: No WckL2_AlL_�(_&1_Tk1Q1QU�) Apluinucid for us, unut,fid, HVi Ya, q.olity A ...... I,. Contract E.ph.tion Dow Impact lit.ldlitcunt; No 00/31/2U14 Doidg. P--; I /Q/ -7u Installation In.hrun,tion. cath- 1) FW.HC70 73x73 (NAMI Certificate N1010221) FL.92,_!_�_j�..'L.IT F-111 llr�ohj-�'� i�g,pdf 2) MIlost011at Surlup 1000 Rectangular to Shaped Designer Verified By: Robert J. Amoroso, P.E. Fl. PE No. .1 9-152 Fisod Ale ... i c ... Two -I ... pact Window, have ,,at Lee,, Created by Independent Third Party; Yes oVoluoted for use In High Velocity Hurricane Zore5 E,raluation Ruport,o (Erroo,aIrd and Lou. Counties). Flt9242 R?_AC ZRNO1262 HT I a�n 'I _: ___rIOOO tjjj_a_ _,pjt ____ '_ Created try Independent Thind Party; Yes ::9 --- _='� __._._S_�Il�_, 74�� ==---=- ...,.,,,�L� LUU�,i;-­e� 71palt. _10��'Z_t_-lil-ir 7 1_�1,_11s_______ , III DeF,Ignor 'NQII-Irr, --.-- ______ ____- Fix-dAlurinlou e on P act Windewc III ... it. of U1. C - ----. ofti catholl Agency Cot tifi-to App-od for - in HVIIJ he F1.92all R, C g&q NX POF ... App, .v,cd for - ,out.id. Ill You li -q-0221C Q.. ty Ab,rumoa. C.,.t-,t E.pi,.ti.. Elato linpact R­lsltaut; lie 0 SJ31/2011 Li P..-..,.: t45/-45 Installation Impthructi.n. Ott- 1) FW.HC4!ol` "x'317 (NAMI Certificate Ek'�;L-11--IA,'�-1,LL-�11--i�)U�Q-.IUQSI..0 j,,qgij ND010221C) 2) Milestone Scres 1000 Rectangular & Volfied by: RuLcuti. Airpter,ni, P.E. FL FE No. 49752 Shaped Do5lipri Fixed AlunidnWITI '1911 -Impact 'AlIndows Created by IleopinoHnII: Tllrd Party: Yes have [lot peon evaluated lot u5a Ill High Veleafty Hartic­tj Evaluation Reports Z.n.5 (flao.ord ,and Dade Counties). LL&,_12IC,LAe_ERN9 kO _48 FQ ,Ap,pth, _�,t qijj�_NL J�g __ ___ Created by Indelandent. flu'd Party: Ye, — -----.F— o2z I M _­_ -----, - Milect)[Pt Surkcs IUOO Fixed ___­__. ___ ____ Milia-Wint Selle' 1000 KQ,:t,aIgalj, 6& Shaped U.s1Ur.r - — ------.------------ Flx,d AltInthicon N-11rip.11, Windows Li ... It.. U 1. —.----,.---- C.rldfl " it Ad,uty Co, till­te App,ov! d T" - ' No C Wa!iL21`tR12' C CAC, JQ.�U�=Ijrj POC Approved for .:: .i'21.V1djl= Yes _LL _ _ Quality Accoma.una. Contract E,qaj,nLJ.. Date It rpact Resistant; lie 08/31/2U 1.4 O'�'-ignr P- --non F35/-35 Installation Inattucti no, Otrear: 1) FW-HC35' /JXJ7 (NAMI Certificate FL92,12 ?,_iI_E_-NI 11,100 ) IQ ir D,Tpd -n,*-- N1010211N) �) Mll-st--. Series lQUU RO,.t,,ngrlar �� Verified I - R�jta�rtJ. A ­' P.E. FL PE No. 49752 Shared Cosigner Fked Aluminum Non -Impact Windows Criiated by:ltdopenscarr; Th Y ard Policy: Y., Ild's nut been evaluated fur use In high VoludLy Iftairicole Evaluation Reporin, Zone, (Bap.old and Dade Counties). 111-2242 IQ AE iB[bpJOj4_LU_.EU _gO NI R.y9.pdf - - ---.--. __ CrQ,ited by Indelivindi Th,rd Potty; Yes _____.__________ 9242.4 es 1000 I'mod Milestone Series LOOK) 'Viltangular V� 51wpad Best one, -.- - __ __ _. ------- Fkad Altinq a nuln Nur-11'P'ct Qll.d,.s Li it. of Us. .' __ --.----. ___.___ - - ------ - C.1tificudi.11 Agency le,tific.t. April cluoid for use I,, NVJJZ: TO _ lOz,1tD.PDj- E_L9`,1-�_EZ__g. CAC (1110 _ App,."d for ..a lortindo IlVtfz: Yes Quality AlaI ... Contract Espitagion Date Impact Resistant: NO 08/31/2014 frbtilfp� ifr.ssura: r7U/-7Q 1­1r.1lation 1­11ructionoi Other: 1) FW -1 IC70 73x37 (NAMI COrtlflcdte N 10102110) L L22A2 E2jl_f'�t�l_.t�,2ql�gfL�)��,.q,pd 2) MIllsture Series 10OG Ittactangqlar 6L Shaped De5lgnbc Verified By: Robert J. rlinum5p, P.E. FL PE No. 49752 FI -1 Altan1crom N-finipact Whod.wr. lb.,vo list Lee. Ci eatcd by Independent 111rd Party: Yes ev,duated ful use in HJqh Voloclty Hurricane Zones Ev.1-tho. Florm,lbs (br-od and Ueda counties). FL9242 R2 AE __�ginc',j4tl PEI EICUU NI Itto�O.Irdf ___.___ Created by Itodupoodent lard Party: Yes '.. ___ - ____ — - - il-11"t-i"lle, ­ 9242.5 1000 Fixed 7�Tcf.�W. �,�____ Milestone larle, 1000 hoped Designer ---------- .__.________ Fixed Alcurnion Windows Limits, of Us. �Nqn-_Irrpnuct _.- __ CertifiCation Agoaric Certificate, . --.--- Y App .... of I", ... i,:,.Vl­J FL92,11 R2 C CAC POE App_ad to , ... . t.id. I viliz: Yes ______ .L.01,J1110 Quality A ­Ln .11- 'runt"ot Exph'ation Djt, - Date Subtritted 07/05/2ulu Date Vallcated U7/06/21010 Date Pending FBI,: Appi, oval U //U//2010 r, at, A pp ,.ved 03/10/2010 Summ, y.o_t.Produc� _ ___ - ______­______­ FIL 4--------[ M.d.1, Numbo. vc, N."no _­ ____ _____ ' 0 inectripthIn - _____ U409.1 ­ I "'I logo Siding to. - 1�;ie_ Elul Milestone Series IOUU 511ding Glass Alcrionnum Non -Impact ___ Clas, 0.0, - Doors Sli and th-Sill — Li ... IN of U.. -------- Certification ALVincy Curtill'u,ate A proved for use in HVHZ: No E.J.1409 R3 C CAC it DJO169A.PDF App ,nv,d to , . ,e outside "Ifill Yes quality Assurance Contruct Expiration Date Ibrpa" lto,kci NO 11/30/2014 Docil Jim Pirec,.­.: I 40/-40 IfindAllatlo. Instructions Other: 5CD-C40 ]i XXXX FL3409 R2 Il Sull-�1000 No- -I .,I FLEX24 - 1-12.Pd I 11nA­­pe., jus Verified By: Robert I Alizinuso, PE Fl. PE No. 49752 Fl. 9 Created by Independent Third Party: Yes ,in, P_,_ ­ ue�is,, f2c.7/-31.6, Not to, use Ili il"AiZ. Flaol-I.Al AF A,1 I 1.21.,Q1,05 M, _____ - Evaluation Reports R."'j.. F -LA -40-19-U AE Caitlifkc _,ja.f_hjdepPm d�jjrc. Re ... It No. coulk. V­tn 14415 FF! SGD1000 tit Riculnud . rar.1.111tol �1,ondonl slid Y- (�,It­dud) EUM-R-3 Ac� Prodiuct -1 A,I, ... j 1145 FFI �pGDIOIJQ NII-EVI '- 2gr -�-7::=-T­------.- Created by Independent Third Party: Yes 5ioz.11 I I 111 -i 1.1 (,Ibi.la) ,,no H�nn�,. Uwq. IRC,60n6-U-13, to' Toru lb-wi.v. ___ - 8409.2 T'I.,­,-�- Ile Soflo5 1000 �;hding Mil.stion. Se has IUUU 5�:dllpg Cla5a, Ahjuninuin rbill-Li _ ______I,,..,_,L)QQr , �Jaa, Doors 5rd-Slic, and -11-511 Li.at. of Use . .. . - i Iti 11 Agency Ciji[ific.on, Ap ,",-d fin, use I,, JIVRZ: N ELU40 9' RL1'S_iLC_LUJIg2O9.11Qf '. 'uncir . o Appp ved to . Laid HVKZI Yes quality Assurance Contr4act Exph atiou Li4te IrnpaU Reei.t.rit: N,, II/3O/_'Ul4 Uc.ig. ltroa,onm: 145/-45 (n.t.liatilu., InIn, cr,ti.- Offier: 5ul)-C45 143.xs6 XXQ FL8409 R3 If ',.Lls,IC �9-Nqn1jalb1�1 14 AAQ _' 1-1 2.pdf - dannypyneno,rcrorr.com _FLEX tj Valiflud BY: Robot . PlImurso, PE FL PE No. 41J/5� T.Lhl�!.l Rop,u,,Ptau,. Created by Independent Thind Party: Yes ` ILn1W jjj�,IC _.,.'�Crl.00 .gz,g,q,,r E-1mvithour Report to 16, C"ungle C.c,t FI,US12_j1iL_aL1:o I t �11,1�1;9-�Lfjailk�Wjljg�-)�.gafs.1).Q I rJ,U_V4_-Ll_'4E PTI��,-r-1,24-Lll�c�,�ol-Q.-L,,-�-15.u,lf ,5 FEI Si _1-IrJf _Ll L ator 6,u�anoq,,y -L8409 R3 AF .EzJgjq(jt evalti R pq,Ltjj�. . Cra-d by ina�­odolt coca uary: yaa JJIA�� _FEISGDVIO�L fll_?aZl_pdf ----,----- Created by Independent Third Party: Yes -------- EE R� Alteof� M � =421, 21;9_1� �- � , I. , , -1 04. S u Oc,tog,oy 0111 Notar"',=", 3 - o" ­ , 5, iii`,11 - I dir,`.iml N. 1; LIN -4 HIM " iiss"114 �.,I� : 1:c-,,..,,-, I , �l 111, l -r1­,ila,, a ,_ � � , USEM ear ..�,i�'.1.�,,I�-.",�..!";�,,�.��,,��'.11,�lli.����,:. I "�,.".I"�l"",�",�;�"""��,2iL.,,�,l ill�.%=A--,I�114rlc=rd!t,4-.T,Zl= I , , Ili, awl-jod�o Report . ­ 1— , Q , - ­­, _P_th,,.�, III, '13 OU43579 '111a A So 1��'al O,ncl � " 11-11"/'.r�-U�'.�'-�"l";'P�"I-�l�Lf),i��ll,.I I 11nA­­pe., jus OIiQl12U99 Fl. 9 I'L.SJU21-RI ,in, P_,_ ­ ue�is,, f2c.7/-31.6, Not to, use Ili il"AiZ. Flaol-I.Al AF A,1 I 1.21.,Q1,05 M, _____ - Applicatlan Tyr, R."'j.. rll.�JN.AL _cOk-jan, 0eIn!2IeLl1LLAIPiI19f ulilc�ItIUJLL. coulk. V­tn -1001 rar.1.111tol �1,ondonl slid Y- (�,It­dud) A,P "aroll StaLtIr A,I, ... j AN5T1OA5MA Lots 2002 C­r� .... 15 AI,1",.d 17, 5ioz.11 I I 111 -i 1.1 (,Ibi.la) ,,no H�nn�,. Uwq. IRC,60n6-U-13, to' Toru lb-wi.v. Ir,od, tManutacto ... -a,, ,,,age D.a,. --- (1195 -I Addl.551PIla-Er,orl L65 C.ro.i;. coact -_ I;— rou­t;.l"___ ki ... it. .f trl. lo.t.] djIP)yIayj1RriTaa,jor­, WjIi,b,l-s,[.oc NC 27jus 1.1:., 1.11.11, V, " no JrLl� " I QiIL-E -11 l-tru 53p:_JLk9C-"1G-,o1_Q_I�.pJf ., Acclatl/k.­1nall ) 251 To(I - -130 A%,1=1.11d 11,11, id. r.,z: Y. vonald UYZ TOM alICLIALROINE U0105/9 Wit -all -S11-1, III 17105 - l-yj-,r.,ea,ronr.o­ In'.,�'o'., ""'.'.1�Pon, ;No Authorized 'i000i.... utrry J,Y,., QLI�lly` A55uls- Ir.p­.­ao­ u, : I z1X -2).1 dannypyneno,rcrorr.com A ... a,, G-V Du-­ T.Lhl�!.l Rop,u,,Ptau,. D..ry).y-, ` ILn1W jjj�,IC _.,.'�Crl.00 .gz,g,q,,r Addr­�41hlaov`Eoall 16, C"ungle C.c,t - , r ,�';'�N_`�,-"`o, 111.1 option Ih�jl r.t , it ... ��'1'1,11, -L,Po.,Jebns Wfn5car-sular" NC21JU5 (i 'J So! z 5 I- 30 oy, ­:�­l ... a".." ci A55rfarlo rops-tat- A1dn­/Pho,wEo,oi1 cotq,ay 1�r­l 0-3 S u Oc,tog,oy ,uchural E.1tenor UeorAz�­[JwS C­.,IPo­ lt,,thod kv-11"Lial Rapul I f ­aa Florida Rlgi�1111,1 A,,hjte<t or a U- ­d -4 HIM " iiss"114 �.,I� : 1:c-,,..,,-, I , �l 111, l -r1­,ila,, Tlorida Prar­io,ol E"ia­ 1 1 ­ 17 lVaIII-Ition Report - illud'uPY Rai,elled FJ.lid.� E,vl,,uqr or Allirt- a -le ,,no d1val,pcd licnts L. UhOln.d­ Ili, awl-jod�o Report - Ap '-1d for .- ­Wd. HVfZ! Y.:; Vann�rl by: TOM �ITE MERDINE Ub4U!,19 Fluid,, Uls"o '13 OU43579 '111a A So 1��'al O,ncl � " 1"WriuR TI�Lnlo SIIIIC� UA Ilo, " ,�!�, Q y A$Su�o C111h­t Exo1hronall Data OIiQl12U99 V.I,d,,,ad UY pt"ea m. utifich, ,L ,in, P_,_ ­ ue�is,, f2c.7/-31.6, Not to, use Ili il"AiZ. Flaol-I.Al AF A,1 I 1.21.,Q1,05 M, _____ - Pf VdIIdILb1I t.h,PoIst- llaad,,py R,colv,ed C.11,1fil"t, or in,s,pend'ot. rll.�JN.AL _cOk-jan, 0eIn!2IeLl1LLAIPiI19f ulilc�ItIUJLL. Auhl,ad 1.2,.-, '07.1w rar.1.111tol �1,ondonl slid Y- (�,It­dud) 51and. y­ -I Aldle'.,jilholo/11,11,ri AN5T1OA5MA Lots 2002 0 ASIM 9 AJU zooz P,,o-Aptooval M�th,d nathod I cptk� IT, Olt: 5, 1.1�lllll O, 11 '1�11171111 I1111 Dot Va .d 20 LnI�,� ronting '13C App,oval 0111312ub, U v �Np,o­d 02,03/2tu, ___ ___ - 5.i02.4 Stratford (FiGOO) � ... I Hancorl, O-�J. IRC 61,09-110-15, Thin 9, 'Ide. ___ ___. &U&Mi--, .. Iio ,. ! , ." A .R 11 10 I - np i ��'. . _­ _ y I , , fr�.',ol�ro � r ... r� 3 . � � W, (mg5o) —­— e_ r I � rl..' _. v -4 HIM " iiss"114 �.,I� : 1:c-,,..,,-, I , �l 111, l -r1­,ila,, ­ ­_ — L000, .I croul 11 .A.11.6P., to.n.,to­ 1 1 ­ I .-­­ Anoi,otvad for ... In "VHZ; Nv fln:302 Pit I, ..C.600,3-,I30-1�, Id l�. . I I— "�r - Ap '-1d for .- ­Wd. HVfZ! Y.:; Vann�rl by: TOM �ITE MERDINE Ub4U!,19 rv`un1­v1oIP1_ m b,".."llo-O.I.al ­,�.11,1­1­1,�­­_., V) I ... P-t R­i.,anu No clotted , L by rJ1F­d11t child Party: Y-. ILIA27-112 Apahnita" lyre O a,,iuu Pin, ... to-. rZ6.71-31.13 EVA,,sti.. R,,poo 4 cud" V '..l- Ion/ ,in, P_,_ ­ ue�is,, f2c.7/-31.6, Not to, use Ili il"AiZ. Flaol-I.Al AF A,1 I 1.21.,Q1,05 M, _____ - A,P-d colonarL G1111-9 aPtI,nr lin.11 r., to a -,.d 11, 14rd-I,­. d6ars `L�jp -Iii,�EvToo I 1 -111 -T. -IRC -150019-1 0-i5PLF Auhl,ad I ill 1.9b,i J111- Itlull.l. i� an�II;,Iid as p,oLoily ,,,,IQ,vd or C­Wd by lrd�pu,rd.ot IhI,,I Vurty: Y.5 A.,- 1;.,,�,Qa U.a,a Aldle'.,jilholo/11,11,ri 4..1 it a ,,,pi-cre"t do.,. ___ , 0 Wil -A11 --Sal- 1. NC 27105 "' 5ioz.11 I I 111 -i 1.1 (,Ibi.la) ,,no H�nn�,. Uwq. IRC,60n6-U-13, to' Toru lb-wi.v. -1 M --- (1195 -I AcIlooz- st,­I­ Uo.ry ,'vi,rar -_ I;— rou­t;.l"___ ki ... it. .f trl. lo.t.] djIP)yIayj1RriTaa,jor­, T�dh,�I­l R,p,­n,bvo 1.1:., 1.11.11, V, " no JrLl� " I QiIL-E -11 l-tru 53p:_JLk9C-"1G-,o1_Q_I�.pJf ., Acclatl/k.­1nall I b5 Car 11, Ile C.c -1 A%,1=1.11d 11,11, id. r.,z: Y. vonald UYZ TOM alICLIALROINE U0105/9 Wit -all -S11-1, III 17105 - - CU -'s-2 In'.,�'o'., ""'.'.1�Pon, ;No I 11 I 't'T"', lr`� ...... Y: ,,, 1.111-iulli djoynarlp"'o"I"'.,or, QLI�lly` A55uls- Ir.p­.­ao­ u, : I z1X -2).1 �illvl.l " v, ` E , A ... a,, G-V Du-­ k 0- .— mb­ Donlan P -au, a ,/,u�,.6/-_,;.i,Nat rarr.,, ol jIvjIz. P� ` ILn1W jjj�,IC _.,.'�Crl.00 .gz,g,q,,r Wtl,ton-S�:­,, NC 2710, �__ - , r ,�';'�N_`�,-"`o, 111.1 option Ih�jl r.t , it ... ��'1'1,11, -L,Po.,Jebns rJ,U_V4_-Ll_'4E PTI��,-r-1,24-Lll�c�,�ol-Q.-L,,-�-15.u,lf ,� ,all I pools 6,u�anoq,,y 'G.J , P'l alo" -c-'. I, da�.,�J­d ,arti,fly ­d.,ad or "",����,,�,,�,�.",�""!�,,�,,�",T""L,—�,.�", Cra-d by ina�­odolt coca uary: yaa E�,lkodun R�pal fi.an a Hondo R-Iji�tolod A1,11,1L,d or., U11oled __ ..... .. ,, ... .. io',�,_, Ir .... jr, To'll,lio'l t'.1, ,I ...... _­J,IallI1oIItdaol. .1 .1 I pi E4-Airlll II ri,od,r,,y R.c.J,ed 43�� — , I 11 ­� ­--... 1-11"I- ....... _--'-,,.,-l 1111-11,11111 ___ ___. &U&Mi--, .. Iio ,. ! , ." A .R 11 10 I - np i ��'. . _­ _ y I , , fr�.',ol�ro � r ... r� 3 . � � W, ilLm ca .. ,.I L.,, �jl , - J : , � m6lrf� 4 . , I V i , " ,� Id, I . ", 4 MA0 e_ r I � rl..' _. v -4 HIM " iiss"114 �.,I� : 1:c-,,..,,-, I , �l 111, l -r1­,ila,, i�;_"Ill%l�yicn-,IL"14yi!--�;ZLA,Iyir=AZ-j I ".- �u, i ­'­­ I --l I ocusor.,j, ; or,,1 � f 1 1 ­ I .-­­ A- -1 ; un i 4,11 l�. . I I— "�r .... � Ap d ch. on �id. HVHZ: Yes virintiv,a Thotra; L shraltreidlai, FI I'L.100185711 pi�'.. rv`un1­v1oIP1_ m b,".."llo-O.I.al ­,�.11,1­1­1,�­­_., V) rL . ILIA27-112 Apahnita" lyre Rov,51.11 cud" V '..l- Ion/ A clUlo sWo'. ,,I A,P-d colonarL V, 171; It 2,, ron sections MAX [1�4 �'Q AE CI�MLM_Irjej 50a C,��.�Ioco 2Q-0-ELE-1 Auhl,ad I ill Ir,d,a Marcf�,noa, A.,- 1;.,,�,Qa U.a,a Aldle'.,jilholo/11,11,ri L65 conige court 0 Wil -A11 --Sal- 1. NC 27105 "' ---- ______ - ­ ­ __ 5417.8 cl­['a 1000 -d 100a 11500, to "id.cl..k. loop are ,call Ilsbol 5001 (3313) 151 09 -jj M boo'y'J.y­'J)b ...... -n, AcIlooz- st,­I­ Uo.ry ,'vi,rar _ -_ -----. it; ... it of U.. "on.n.n." .nott.";­ djIP)yIayj1RriTaa,jor­, T�dh,�I­l R,p,­n,bvo carl'y :.yi­ ., Acclatl/k.­1nall I b5 Car 11, Ile C.c -1 ,",:. A"'_t I . We. I'viz: Y- V-Ilnld UY: Th.loolL. 5II.Inavlo.'l`F'Ll1E UU1057� Wit -all -S11-1, III 17105 - - CU -'s-2 (jJcd _'5I-IJQ9 = djoynarlp"'o"I"'.,or, QLI�lly` A55uls- Ir.p­.­ao­ Ds'Py joyn., Add,s;;/PhooeYE,­i A ... a,, G-V Du-­ k 0- 165 Caridg, court HVIIZ. jo johnuil a', crom ILS111 I ?_ 2�1Jo.Q2.1a.o0_P_11f Wtl,ton-S�:­,, NC 2710, �__ d1oyraIP­o,n.,o,n cou,'.'y ,� ,all I pools 6,u�anoq,,y 'o-collal E,n.n.r 11o.r ,I,00btoz C.Pialall'o MtHh�d E�,lkodun R�pal fi.an a Hondo R-Iji�tolod A1,11,1L,d or., U11oled �4- C) Hand, 1,or-,cI­I Erg,rcia, . Z2 pi E4-Airlll II ri,od,r,,y R.c.J,ed F�rdda C, gill�.,�,A,,I,�,��tfilIT�.'�h�d�le:�p�d Th-- I. Tl�lo­dt­ It. .��Ibatwn k�ap­ . vi� Florid, L-n5e I`E_OV4U519 A, Qeol, -salalee E,t.ty irrectil, TaAk,q S-I- NA Irc rj"."��y YA�5�,�,�,.C��tr,,,tE.pi,�L[.,�t,��e 011,,,�0,1120)9 V'r,� Led By ,a S M. U, l� in, PE 0- 19 Validation Ch.iklist- llafdc,Py R­i,IaJ C­1fin-lo of Ina,P,PlJ­,o ML5aJ1 �Z_COI TP,o %hQI1o=rU­ L -Ir-, -fhd,p,ora,,,o __ - - - V) 7.21jaZ,,,r RO,111-il s-dond ard Y- (.f5coo,do,d) St..a�, al I tP�, P5TM E330 ,'I", 43�� — _��_Z/ _J-17,�sa,,alp,, " .. M50% 9',Ild* Ch-a loop slid zuuu I'suo �Oul 5001 1KC-5309-130.15 , (a) U A..fI16, ---- Iuan.11.tion lu.nn",flo­ Art, .... all, ,,i-:IVrJ Fl 5127 I-ILEIL5309-Ilu-11 P 9,5eai�J IirIAlcuj,;p-jr " :;, .... � Ap d ch. on �id. HVHZ: Yes virintiv,a Thotra; L shraltreidlai, FI I'L.100185711 pi�'.. V) ,nopp­ Rlll*t..t; No C', . �tud by lra�,,nd�,vt hIIIJ P,,t,: Y (2) 1 O Evol..U.. Rapu, t. -i1.,1l­.1aa 7CD (D > (D J!'216.7/-11.6 oth -02 -01 'd J., for u hvifz. ci­rci not I-ar,b[on, IFITI44�1 1� 'L .1l I ul, .02 a' _r- _� 90 ' 'd U = V, 171; It 2,, ron sections MAX [1�4 �'Q AE CI�MLM_Irjej 50a C,��.�Ioco 2Q-0-ELE-1 k 0 - = EL�.�-�/-.B�-�,-�-1,IC-,,.,).'!..I JoY-12 fLit-l'-41win. %-P_"'�jf Q) —, firio,ltariJulu child 11ty: A—. - Cl ­tad by --- 0 "_ ---- ______ - ­ ­ __ 5417.8 cl­['a 1000 -d 100a 11500, to "id.cl..k. loop are ,call Ilsbol 5001 = M 5001 I,QC*5qIic-Ljcs.'4 ...­ -.1 —_ -.-- M . _ -_ -----. it; ... it of U.. "on.n.n." .nott.";­ 4-- U CD 0 A:::::_:1 11: ;,:,., z: ,to tv�121-Aiw-LI _,I,1.5310-qtct-,�� oV411_LL1_1DilIJt.IP11 (D :t::! = 0 ,",:. A"'_t I . We. I'viz: Y- V-Ilnld UY: Th.loolL. 5II.Inavlo.'l`F'Ll1E UU1057� M U - CU -'s-2 1, .."I ,". no C.aJ 11 J1,11ar"'t child ,,,ty: yo, L� I' = - C) '25.01.20.1 E-6 �11 R,,,ar, O -l", "'.Mr.' .u'y' -0 On,— N�tNl oftir HVHZ. 01.1liq list 1141ina In ELiLI1_1T.1­�C._A1ZLQ_�" _1-lQi2LJf , k 0- — = HVIIZ. jo johnuil a', crom ILS111 I ?_ 2�1Jo.Q2.1a.o0_P_11f (D ��: �__ N�L-`2 _'A� lualli,ci,qut ��,Jf 0 - - I Cl.,t,d Ly ooap,';id.,t cold 1.nty:'r�' — �=l z�� M . (1) (a) -Z V) — M (2) 1 7CD (D > (D _ _�- i U = (a) k 0 - = =S_ CD Q) 0 0 "_ = M -0 M . CD-) 4-- U CD 0 Ln (D :t::! = 0 = -7--) M U - CU -'s-2 (/� = - C) 5 -0 CD k 0- — = i, 0 — (D ��: �__ = 0 - - L -L- — M (Z) -"- M �4- C) (Q > . Z2 7D E CD . vi� CD V) l, CD (1) 4-- M " M_ 1E M ,,— 4-i 0- �_ -0 . �� V) < = <_ I 2- 2� < __I In It (2) W _= C/) M > 0 " C2- (-,) < 4--i U = -0 0 " 0- W V) M M u J fir i h ii 2{ �ry I'is f'.5 r1 a i J r } I I, i T t aa i �r I r E t m .. J a i i } s i u3 �� i J 6 ! X �b �' r. t Sao r t T I�. 3 A 1 34 �q: f h � MG' "R r �(( i lfdt {{ss t lsru� w �.�.P: era 11 t 4'I _ 71i1'�rr7�`tiYt� rim. . rrr`ry�?r1 7 r�,x.^�-.......,a, ..,�H rxr"�..#"ti'E;at�irta�,.a,.o�tanrxaic{uon:I»ul„�'tu_:i(:r;!'I v'ISr. ,., �_ureh - , .I u rL'C EfafF E_._.k. Mo L: - F : Flak 4cr o " -'- I [ICU 11 ne Laa a, V,?r Re7rkratan I Ilak Tcn ca _ulm R-clur7? `_taLG xks P . 9 � �*.:. ) ,t t�" nt r Product Approval F J't t `��+USDt. IuLr2 USif lialr I^ .. A li[.�lbn Detail {{.' Pg.cit uppp IMiry.OFt,xt�r A}QikL4ialGe3rrn. App["hcgJ.,it pp f ;,r ilfdir3i VI I } FL d FL3136-R3 �11,I I.i. .. Affi rma i n 1` ;: aT(i#i 1"1._ A 6Application Type t o t ✓ !k✓2(,fs Vtr r t -'a� '.`j' Code Version 2007 { Application Status Approved ull�• ri ���r'����!�!,, td Comments ,. 1niUEiilil s• f-` Archived T9 Product Manufacturer Florida Extruders International, Inc. Address/Phoho/Emall 2540 Jewett Lane Sanford, FL 32771 (4Q7) 323.3300 Ext 334 J h okeCdflor Ida extruders.com Authorized Signature Robert Amoroso ramoruso.peC� floridaextruders.conl Technical Representative Robert J. Amoruso Address/Phone/ErnaII 2510 Jewett Lane So ofard, FL 32828 (407) 323 330Q ramoruso.pe 6nflorldaextruders.com Quality Assurance Representative Lori Phillips Address/Phone/Email Florida Extruders Int'I, Inc. 2540 JQ.uLL Laine Sanford, FL 32771 ('I 07) 3'23.3300 IphikStloddaextruders.corn Category Windows Suhcateghry r4uillons Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professlonal Engineer t¢ Evaluation Report - Hardcopy Received Florida Engineer or Architect Narne who Wayne A. Block, Ph.U., N.E. developed the Evaluation Report Florida License PE -52583 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date Validated By L.F. Schmidt, P.E. fm"' Validation Checklist - Hardcupy Recelvud Certificato of Independence FL313G_R3_COI_Cufl-Fiullions.pdf Referenced Standard and Year (of Standard) standard Year 1714.5.5 2004 ASTM E188G 2002 ASTM E1996 2002 ASff4 E330 200'2 R613.7 Equivalence of Product Standards Certified By Sections ffum the Code 2004 Ofaffirm that there are no than9 es in the new Florida Building Code which affect my product(s) and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity r3' Yes r✓ No r';v N/A Product Approval Method Method 1 Option D Date Submitted 05/20/2008 Data Validated 05/20/2008 Date Pending FBC Approval Date Approved 06/05/2008 Sununaty of Products ,I� Go to Page r--0 to D page 1/ 2 0 IV FL # Model, Number or Narne Description i 3136.1 1 No. FE5700, Flange Tube Mullion 1" x 2" x 1/8" Limits of Use Installation cnatructions A r ov<d for usa in HVHZ: NO PP 3 6.06. df ulllon hiatal - 5 FL31 M 11.313 _ P 3._Ii.JJ_ > -ovcd for use outside IIVIIZ: Yes1 Approved n A. Block P.E. PE - 52583 Verified & : N!a n _ Y tngmet Resistant; Pio Created by Independent third Party: Dt�i n Prssure: NIA 9 Evuluatton Ke ort. V Uth.r. 1) See hnstallatlon hlslrudions/Design Hressure FL3136 It3 AE, FEII002-RHY2•`elLMulliong.ptlf Drawings for UP. 2) See Mullion Product Evaluation Report FL3136 K3 AE KCI QALicvlisca..e$f forcomplete, Inst of Limitations and Conditions of Use. �� created by Independet Third Party: 3136.2 --.� '_ _-- No. FES%U1, Flan. Tube MullionW 1"a')" x 3/6" (front/back) x 1/0' (side) -^-.---T-- Ll milts of Use Installation instructions Approved for u.. In IIVHZ: No FL'3136_R3_Il_Ptulllon Instali_FL313o6_OG.Of Approved for use outside HVHZ: Yes Verifled By: Wayne A. Bloch, P.E. PE - 52583 Impact R.sistant: No Created by Independent Third Party: Ur -sign P.........: N/A Evaluation Reports Other. 1) Seelnstallation Instructlons/Design Pressure FL3136_R3 AE F_EIf002-Rqu2-ER Mulllons.Pdf Drawings for OP. 2) Sao Mullion Product Evaluation Report (:L31'J6_R3_AE_KCI_(2ALicensee.pdf for complete Inst of Limitations and Conditions tit Use__ Created by Independent Third Party: 3136.3 No. FES/U2, Mange Tube Mullion I" x 2.7/16" x 110" Lintil. of Use In.tall'athan Instrn Uti an. Approved for u.. In HVHZ: No FL713G_R3_11_MultioD.ltistall_FL3136_6.06.Vdf Appr sued for usu outsid. 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 Instruction5/De5i(jn Pressure FL3136 RJ AE FEII002-Rev2.ER_Mullions, pdf Drawings for UP. 2) See Mullion Product Evaluation Report E13136 R3 AE KCI_QAUcensee.p_df for complete list of Limitations and Conditions of Use. _-. _.___- I _...... Created by Independent Third Party: 3136.4 No. FE57U3, Flange Tube Mullion 1" X 2-7116" x 3/8" (front/back) X 1/8" (side) Approved for use in HVHZ: No FL3136_R3_II_Mtllllvll_InSCdll_FI_ 1-45 6-064pdf Limits of Us. Installation Instructions Approved for use in IIVHZ: No FL313@_R.3_11_Mulllon_Install_FL3136_6:Q6,pdf Approved for us. outsido IIVIIZ: Yes Verified By: Wayne A. Block, P.E. PE - 52503 Impact Resistant: NO Created by Independent -third Party: Design Pressure: N/A Evaluation Reports Other: 1) See Installation Instructlons/Design Pressure EL31r6_Ii3_8E_FEI{002-Rev2-ER-Miil!lpn.5.pdf Drawings for DP, 2) Seo hlulllon Product Evaluation Report FL313G_R3_AE_ KCl QALLSal.::^.,w for complete Inst of Limitations and Conditions of Use. Created by Independent' third Party: 31365 ! No. FE5%04, Flange Tube Mullion 1" x 4" x 1/6" Limits of U: o Ltstallation Instructions Aplaal for use in RVIIL: No F,L313§_123 LI_-piullion_lllsta8_FLJ 136_G-06.pdf Approved fur uaa outside, IIVIIZ: Yes Verified Uy: Wayne A. Block, P.E. PE - 52501 Impact Resistant: No Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: 1) See Installation Instructlons/Uesiyn Pressure FU 136..R3-AE_FEILQQ;1.:Lr Rp l,-ER_MUlllons.pdf Drawings for OP. 2) See Mullion Product Evaluation Report FL31.36_L,3 �E KCL-QALlcensee.pdf fol' complete list of Ll ... Rd iuus and Conditions of Use. Created by IndependentthirdParty: 3136. Na. FEi/U5, FIUnOu'fube Mulllon - _�.W ._�'��----_^--- 1" x 4" x 9/8" (fn JhL/back) x 118" (side) -_---- .__ Limits of ua< Lutallotion lnahuc'tions a rrov<d for use in tIV11Z: No At 1 " I L3135 6-06. df _ FL.''is6_It'itt_.f"1WJ121Lln4kal_F p Approved for use outsid. HVHZ: Yes Verified By: Wuynu A. Block, P.E. PE - 52583 Impact Resistant: Yes Created by Independent Third Party: Dusign Pressure: N/A Evaluation Reports Other: 1) See Installation InsLrucliu ns(Deslgll Pressure FL3136_R3_AE_ FEII002-Re12-f- Mullion Sdadf Drawings for OP. 2) See Mulllon Product Evaluation Report FL3136 R3 FaE KCI QALicensee.pdf for complete Inst of Limitations and Conditions of Use. Created by Independent Third Party: _.� 3136.7 No. FE57UG, External clip _ _.. _ _.__. External clip for 1x tube mullion __.-.._„ __ 55__55 ___ -_._ _ Limits of Use Installation Instructions Approved for too in IIVIIZ: No FL3136 Ru_11._M uni 011-II19CA-EL30-0-5-9rz.pdf Approved for use outside HVHZ: Yes VedBud By: Wayne A. Block, P.E. PE - 52583 Impact Resistant: Yes Created by Independent Third Party: D-zign pressure: N/A Evaluation Reports Other: 1) See Installation Instructiuns/Design Pressure FL3136 R3_AE.,FE11OU2-Rev2-ER Mullions.pdf Drawings for DP. 2) See Mullion Product Evaluation Report FL3136R3_AE_KCI OAlicensee.par for complete Inst of Limitations and Conditions of Use. Created by Independent third Party: 3136.8 No. FE5707, Internal clip Internal clip for lx tube mullion Limits of Uso Installation Instructions Approvod fur use in HVHZ: No EL3136 R3 11 Mullion Install FL313G 6-06.udf Approved for usu uutsidu HVHZ: Yes Vedfiad By: 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 FEI1002-RavZ-ER_Mulllons.pdf Drawings for OP. 2) .See Mullion Product Evaluation Report FL'3136_RJ_AL_KCl_QALicansee,p_df for complete list of Limitations and Condllions of Use. Created by Independent Third Party: _ _ __________.____._....._�._^__ 3136.9 No. FES706, External clip External clip for Zx tube mullion Limits of Uso Installation Instructions Approved for usu in HVHZ: No FL3136_K3_IY FlkiltioiiInstail_FL3136 6-06_.pdf Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. VE - 52503 Impact Resistant: Yes Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: 1) See Installation Instructlons/Design Pressure F 136_R3_AE_FE11002 ReYZEfL.Mullion5,Rdf Drawings for DP. 2) See Mullion Product Evaluation Report FL3136_R3_AE_KCIO ALicwuee.Udf for complete Inst of Limitations and Conditions of Use. Created by Independent Third Party: ____ __ 3136.10 Pto, FE5709, Fin Tube Mulllon -.-.._ - ___ _ 1" x 2" x 1/U" Limits of Use W Installation Instructions ` Approved for use in HVHZ: No FL-3136_R'3_ll_hlullion_ln5tall FL3136_6-06,pdf Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52583 Impact Resistant: rho Created by independent Third Party: Design Pressure; N/A Evaluation Reports other: 1) See Installation Instructions/Design Pressure FL3136_R3_AE_FEIIV02-RaYZ-"ck;_Mulllons.l)df Drawings for DP, 2) See Mullion Product Evaluation Report FL3136 R3 AE KCI QA i ansge,pdf for complete not of Limitations and CundiLions of Usa. Created by Independent Third Party: 3136.11 iNo. FE5710, Fin Tube Mullion 1" x 2"x 318" (front/back) x 1/8" (side) Limns of Use .« 11 I Installation Instntctiuns PPro Approved (or us in HVHZ; Z, . hlo r b 1I Molise Install TL313G 6 0 df FL31 R p_. PPr A oveA for use outside INii fl VHZ: Yes -- lean d B .Wan A Block P E PE - 52 83 Y Y Im act Resistant: flo P icon Third part Created b Ind el t Y p Y Desi n Pressure: N A D Other: 1) See In stella tion in,,P Evaluation Re oHa 1 Inn; Desk n Pressure Drowings for DP. 2) See MUllhjuuct / J FL313Fi K3 AE FE110U2-kev2-EK Mullion:. dF -- p Report s" Product Evaluation_ for cam complete list of Limitationsp p EL -3136 R3 KCl -ALiccnsee. df - __AE_ -q p ;and Conditions of Use. Created by Independent' third Party: 3136,12 PIo r=5711, tr �y yy^llr tr 'UYtr Fin Tube Mullion 1" x 2-71165" x 118" .._.�.. ._ _ -._ Limit. of U ­ Installation Instruction' A raved for use in HVH zl Vp FL3136 k3 lI_flullton Install fL313� _r UG pdf App roved for usa outside t'No IIVHZ: Yes Verified By! Wayne A. Block P.E. PE - 52MJ Impact Resistant: No Created by Independent Third party: Design Pressure: N/A Evaluation Reports Other: 1) See Installation Instructlons/Design Pressure FL'3.136 R3_AE_FEIIOQ2-R2V2-ER_PIUIIIollS.Pdf Drawhrgs for DR 2) Sea Mullion Product Evaluation Report FL3136_R3_AF,_KCI_QALicenaae.Pdf for Winplelu fSt of Lhnitatlons and Conditions of Use. Created by Independent Third Party: 3136.13 No. FE5712, Fin Tube Mullion 1" x 2-7/16' x 3/8" (frod/back) x 1/8" (slde) Limits of Use T Installation Instructions Approved for use in HVHZ: No FL3136 R3 11 hlulllon Install FL3136 6-06pf Approved for use outside HVHZ: Yes Verified By: Wayne A. Black, F.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 P3 AE FE71002-Rey2-ER Flulllons.�f Drawings for DP. 2) See Mullion Product Evaluation Report FL3136 R3AP KCI QALic n _g.prlf for compLimon lete list of Limitations bad Conditions of Use. Cr at d a d by Indep n nt The d Party: 3136.14 No, FE5713, Fin Tube MUllion 1" x 4" x 1/6" ----._ -- Limit, of Uso-_-_---Installation ---.-_ .^------ Instructions '-- Approved for use in HVHZ: No FL3136_R3_II_Mtllllvll_InSCdll_FI_ 1-45 6-064pdf Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52563 Impact Resistant: No Created by Independent Third Party: Ua.iga P.......: N/A Evaluation Reports Other: 1) See Installation Instructions/Design Pressure FL3136-R3 AE FEIIQO?-R++J2-ER Mullions. pdf Drawings for OP. 2) See Mullion Product Evaluation Report FU3136 R3 AE KCI QALic c1lL5qQ,pdf for complete list of Limitations and Conditions of Use. _.._. Created by Independent Third Party: _..__ _._. 3136.15 1 No. FE5714, Fin Tube Mullion 1" x 4" x 3/U" Limits of Use Installation instructions Approvod for u.. In HVHZ: No FL3136 R3 11 Mullion Install FL3136 6-o6. t)_df Appruv.d fur usu oulsidu HVHZ; Yes Verified By: Wayne A. Blob, P.E. 52533 Impact Res!stant: Yes Created by Independent Third Party: Design Pressme: N/A Evaluation Reports Other: 1) See Installation Instructions/Design Pressure FL313(_R3_AE-FEILDQ7Rev2-ER MLllions.pdr Drawings for DP. 2) See Mullion Product Evaluation Report FL3136_R3,-AE...KCLQAIicensee.pllf for complete list or Limitations and Conditions of Use. Created by Independent Third Party: 3136.16 No. FE5715 Flange sill/fill clip vWVFlan 9 p e 5111/fin clip for 1" x 2" mullion 9 p Limits of Use _ '--`-Y4 Installation Instructions Approved for use in HVHZ: No FL3136_R3_II_Mulllpn_hgt II FL3135 2 06.kcif Approved far use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52583 Impact Racistant: No Created by Independent Third Party: Design Pressure: N/A Evaluation Report. Other: 1) See Installation Instructlons/Design Pressure FL3136 K3_AL_I-LitUO2-Rev2-Ek Mulllons.pdf Mullion for OP. 2) See ulllon Product Evaluation Report FL3136 K3 AE_ KCI_ QAI_icen5ee.pdf for complete Inst of Llmltatlon, and Conditions of Use. _ . _ Created by Independent Third Party: 3136.17 No. FE5716, Flange 5111/fin clip_ Range sill/fin clip for 1" x 2 7/16" mullion Limits of Use Installation iu ltructions Approved for usa in i1VtIZ: No FL3136_R3_,II_fbrll i -t. In ,tall F13T3F,_ F-06:p(lf Approved for usa an .41 IIVHZ: Yes Verified By: Wayne A. Black, P E. PE - 529G3 Impact Resistont: No Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: 1) See Installation Instructlons/Deslgn Pressure F013Q...,R311E._EEIIQQ--P,QV2=GE-M.11.l.11p.(fy.pd2 Drawings for UP. 2) See Mulllon Product Evaluation Report FL3136_R3_AE KrI_DALicerlsee.pdf for complete list or Limitations and Conditions of Use. Created by Independent Third Party: ._-_._._-._.-._.-..___.__._._._......._.`._-__.. 3136.18 No. FE5717, Flange Tube Mullion _.._..._ __55_5__....5__,._ 2" x 4" x 318" (front/back) x 1/8" (side) Architectural Testing, Inc. 11 1111111111111 ij[d� .� €)!1°P, +,t}y{�{ gjIjt�r��I Ir I( p } Roofin 9 Description _ rf(miia i' 1 a 3 I MIX + '^+a"•^�••,nd"A 2151i ]�ai' rte': .,t•7,( lail'li t Evaluation Report front a Florida Registered Architect or a Licensed shingles -_5__555..__------ {s�y'{I ` 'ii-IJ��--iT }}ttt}�1 4.i' lent r�: r . jjjiJfF€bil IXi t •--• •. •^ ^^•^• Appr.ved for use outsid. HVHZ: Yes Florida Engineer or Archdact Name :vho developed Robert Hieminen 9:inu.lr.iai''rlJr,yrrr ry t.a�aa+ i:Waal�alelirt�ll tr �y yy^llr tr 'UYtr I3C1SHome i Los i User F<gatraton i 11ot Topke ,. 3a6u,11.rfeiye I staGF.racG i Fubi"bo.: i mC$all E L'r13Silef9ap 1 cola each; � j� Product Approval �iz USER: P,Ur IJsef Quality Assurance Entity Underwriters Laboratories Inc. R2.Udf Quality Assurance Contract Expiration Date 10/01/2010 v,Wv_t A:volMen,>_rl9ilu_toripu:r_atrbn_eatcbi,A,ylcnr'nnlIt Application ,a,ol Validated By FL # FL5444-R2 J""' Product Approval + �cUSER:PLUG t Application Type Revision Certificate of Independence Code Version 2007 Authorized Signature Application Status Approved XUAK Continents ASTM D31G1, Class F 2003 Archived :+i 2004 Product Manufacturer CertalnTeed Corporation -Roofing Address/Phone/ErnaII PO Be. 1100 Quality Assurance Representative Alex Jovanovic 1400 Union Meeting Rd R-4 Jar-ksonvllle, FL32218 Blue Bell, PA 17422 Alside (416) 553-6810 (215) 274-2350 3773 State Read Category rchad.a.snyder(ysaint-gobain.corn Authorized Signature Richard Snyder Compliance Method (330) 922.2389 richard.a _nyder a5alnL-9ubein.een ICC Evaluation Service, tnc. Technical Representative R. Allan Snyder Authorized Signature Address/Phone/ErnaII PO Box 1100 Robert A. Walz, PE nthompson[oalslde.com 1400 Union Meeting Road Technical Representative Nick Tltornpson Blue Bell, PA 19422 Address/Phone/Enlall 3773 State Road AI Ian.R.Snyder(-)selnt-gobaln.corn Mlmnl-Dade BCCO - VAL Quality Assurance Representative Addrert Ph n I - II ../ o e/E na Category 9 Y Roofin 9 Description _ Subcategory Asphalt Shingles 3 -tab, laminated, architectural and 4 -tab asphalt roof Compliance Method Evaluation Report front a Florida Registered Architect or a Licensed shingles -_5__555..__------ Florida Professional Engineer Installation Ire ructions Approval nor use in HVHZ: No Vii+ Evaluation Report - Hardcopy Received Appr.ved for use outsid. HVHZ: Yes Florida Engineer or Archdact Name :vho developed Robert Hieminen Impact Resistant. N/A the Evaluation Report Design Pressure:to N/A Created by Independent Third Party: Yes Florida License PE -5916G -' ' Quality Assurance Entity Underwriters Laboratories Inc. R2.Udf Quality Assurance Contract Expiration Date 10/01/2010 .«vtuYij:�,tY'.(.s.F,a.tt"rrtadat "tial(' ft:l4 P:tn M.,,! I,. ,r,r U i : FU.. r, I t Validated By John W. Knezevich, PE 402 Boyer Circle J""' Product Approval + �cUSER:PLUG t 9 Validation Checklist - Hardcopy Received Quality Assurance Contract Expiration Data Certificate of Independence Fl. 444 R2 COI Trinity ERD CertlEcalto, of I»dependenceapdf alex.jovanovicCvkpproducts.conl Authorized Signature Referenced Standard and Year (of Standard) Standard XUAK Application Type ASTM D31G1, Class F 2003 Code Version ASTf+I D3462 2004 Application Status ASTM U7158, Chas H 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Sutrnitted 07/27/2009 Date Validated 08/13/2009 Date Pending FBC Approval 08/31/2009 Date A' 2009 Approved 10 13 / / FL # Model, Number or Name Description _ 5444.1 _ Certain Teed Asphalt Roofing 3 -tab, laminated, architectural and 4 -tab asphalt roof -___- Shingles -_._ ._..___ shingles -_5__555..__------ Limits of Use Installation Ire ructions Approval nor use in HVHZ: No FL5444 R2_II e1072709FIfIAL Asphalt 5hinrlle FL5444- Appr.ved for use outsid. HVHZ: Yes R2_pdf Impact Resistant. N/A Verified By: Robert Nleminen, PE PE-591GG Design Pressure:to N/A Created by Independent Third Party: Yes Other: liefer Ell Section 5 for Umlts of Use Evaluation Reports -' ' FL5444 R2 AE er072709FINAL_ F jnhhaLSh,i,,; FL5444 r'.'d^t ,I" x. , If �..>" n. R2.Udf .,,.- f% I H r I„g In ; Il :nr Frj :intron i nh Tnpr: ; Suhmt:. Created by Independent Third Party: Yes n n c I.. Repan-ot also, ..... w,ayAn lis flerld4 Rowing de 0"tre Coder and Standards ,555 5fuma,d oak ­,"""draleive ee- f'orida 22399-2100 g f1h Pir i f}t}ir��r f� P . "� f T 1 f ' � I; t ET!!F tfrt r il) ( # a f t Ip '. { N 't" SI a1 Yi I I" y,rs { 7� k ji $� f� y d Date APP roved V Ylffi a % Ofail"I'L fl t a 12, k ie W it a r r t r t 3 k etaI% tbl 0 '+ I (li Limits of Use Installation In.lar-tions fi FI -12103 RO 11 Covantr`✓.pdf Approved for use outside HVHZ: Yes w'x.f,r tt i- .�.Liit6��t- ,� i7#t-ri R I ���i. Z -' ' (Double Created by Independent Third Party: Yes r'.'d^t ,I" x. , If �..>" n. 1 r v. Y a x : at. C, , l.fail7jr._¢c!.'iF:, 5� .,,.- f% I H r I„g In ; Il :nr Frj :intron i nh Tnpr: ; Suhmt:. vrh: er , `l,k:."r h. r. F hQritr'� .«vtuYij:�,tY'.(.s.F,a.tt"rrtadat "tial(' ft:l4 P:tn M.,,! I,. ,r,r U i : FU.. r, I t �yytlI Address/Phone/Email 402 Boyer Circle J""' Product Approval + �cUSER:PLUG t Williston, VT 05495 Quality Assurance Contract Expiration Data rnAr v,l rv'nn is r`rnA, rt nr annlr.:ron. rrh rnlr:rnnl:;ta nppl,rat'on Uetail alex.jovanovicCvkpproducts.conl Authorized Signature FL 6 FL -103 alex.j ovanovl cakpprotiu ctS.corn Application Type New Address/Phone/Email Code Version 2007 Brampton, PION -US 03476 Application Status Approved jh kelseytaselnetalS.c011r Conlnlents Quality Assurance Representative Alex Jovanovic Archived R-4 Jar-ksonvllle, FL32218 Product Manufacturer Alside (416) 553-6810 Address/Phone/Email 3773 State Read Category Panel Walls Cuyahoga Falls, OH 44223 Soffits Compliance Method (330) 922.2389 Evaluation En Lity ICC Evaluation Service, tnc. [hompsonf)alside.corn Architectural Testing, Inc. Authorized Signature Nick Thompson Validated By Robert A. Walz, PE nthompson[oalslde.com CA Validation Checklist - Hardcopy Received Technical Representative Nick Tltornpson Referenced Standard and Year (of Standard) Address/Phone/Enlall 3773 State Road ASTM D3679 2005 Mlmnl-Dade BCCO - VAL Cuyahoga Falls, OH 44223 V) (1) nthampsor Ceralsicle.com 4-1 Quality Assurance Representative Jack Mowery M� Address/Phone/ErnaII 3773 State Road i,.7 I Cuyahoga Falls, OH 4`1223 . L j� (/ V (419)1353-4656 )mowery@alside.com Category Panel Wallis Subcategory Siding compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional 131gineer fl Evaluation Report - I hardcopy Received Florida Engineer or Architect. Name who developed Alan Reeves the Evaluation Report Florida License PE -19354 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Steven M. Urich, PE ice Validation Checkilot - Hardcopy Received Certificate of Independence FL12103 RO CO] Cnj t. Of Ind, �cl d n `__,p(1f Referenced Standard and Year (or 5L,ndard) Standard year ASTH D 3679 2005 Equivalence of Product Standards Certified By Sections from the Cade Product Approval Method Method I Option D Oat submitted 02/12/2009 Date Validated 02/25/2(109 Date Pending FBC Approval 03/01/2009 Date APP roved 04072009 / / _ ._......--_.___.___.._.__..._____ 121035 Coventry _..______.._._...___.___.___..__......_.._.,................. __ .._..__.-- Vinyl Sitting Limits of Use Installation In.lar-tions Approved for use in HVHZ: No FI -12103 RO 11 Covantr`✓.pdf Approved for use outside HVHZ: Yes Verified By: Architectural Testing, Inc Impact Resistant: NiA Created by Independent Third Party: `fes Deign Pressure: N/A Evaluatlon n.purts Uther: For use as extorlor dadding only. Piot for use In E. I IU -4L AE C2ycntry,pgf HVHZ. AllowablD Design Lead for all configurations (Double Created by Independent Third Party: Yes 5", Double 5" Dutchlap, Double 4', Double 4" Dutchlap, and Triple 3" t/- 86.5 psf with nails. Archived : n ' Rlr "11t....ta...... ^.. :.u^.:Jii'.`t'r'•1..';1 ` � Q t 1{ t I LEU 7 _. t }; '"t.fflgJ')fr r '� ff;& cn 4 .fall ' 't 14h I : -_ " �.. ! l f St' t fit 1 I • J •jit 3 sit t 4: V' $. k. - R ( EY�.. '. 1. E. t {{ k�,3�^.Ii73#I11I�.�IT7.. d 55,55.. r'.t� t f [I� r; n- Pa n .. -: r .. i 111'5 , 4^:5,5,55. ar u. � r I a3s?✓ ;:. tl�i.t ,d .alt IilYtu'3 Nua ' au i'Ftr .. ' a .1?,r1,4r i;.�iuu� _�tr,n. lift} .,Pr�5"A""iii,�l sft'I�iii 14pl-t .l l3 _'•'--•7t Y�-.�� UC15 Honra i Log In t tl Nrg,,1,,r:Un 1 Hor. Tnpr. I 14 &i`,or rgr I rank.& Farts t I`iii...., i rnf.f..a t LCJS5 I.N.-',I ': L,r.a : w'A iI i fli X11 P)oduct Approval j�':USER. Frble user Verified By: ICC Evaluation Service, Inc. _a'I Created by Independent Third Party: rz,d,rtL v.,I11-1 .! NJ"U,a A„IlCaoq :i`_h :• Arjrat'vn, Lrst+A Iicatlon octad FL 9 1`1_12199 • Application Type New Code Version 2007 Status ApplicationApproved p COnnnents FL 3 Archived :ic Product Manufacturer KAYCAN LTD Address/Phone/Email 402 Boyer Circle IT -2075 R3 C CAC 07110506 RV30 MIAMI DA-Ql:;prlf Williston, VT 05495 Quality Assurance Contract Expiration Data (905) 793-9462 Ext 235 03/12%2013 alex.jovanovicCvkpproducts.conl Authorized Signature Jovanovic Alex FL1.g.L5 _11_U1.,Li!3S!.liJ.iV11Zr.t1AMl DADF pfj[ alex.j ovanovl cakpprotiu ctS.corn Tachnical Repre5enlaUi9 Alex Jovanovic Address/Phone/Email 255 Summerlea Road ' Brampton, PION -US 03476 Created by Independent Third party: _- _ ___. (905)793.9462 Ext 235 jh kelseytaselnetalS.c011r alex.jovanovicCokpprmlucts.rorn Quality Assurance Representative Alex Jovanovic Address/Phone/Email zS, Surninerle_a Road Jar-ksonvllle, FL32218 Brampton, PICN-IJS 12345 (904)757-4200 Ext 4682 (416) 553-6810 jhkeiseyUselnetais.co t alex.jovanovlr((pkppioduce;.conn Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Product Evaluatlon Entity Evaluation En Lity ICC Evaluation Service, tnc. Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Robert A. Walz, PE Evaluation Report from a Product Evaluation Entity CA Validation Checklist - Hardcopy Received Certificate of Independence FLi-X19;...LiQ,_C4)_SCC Ceriifkate of OldeDandeoce.udf Referenced Standard and Year (of Standard) Standard Year. 04/15/2014 ASTM D3679 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option C Date Submitted 02/26/2009 Date Validated 03/02/2U09 Date Pending FBC Approval 03/05/2009 Date Approved 04/07/2009 Summon of Products FL # Imirdal, Number or name Description -. 12199.1 Center Vented 12'Y5olid 12" _ 555.5_____-_ -_ Triple 4" Partially perforated Vinyl Soffit Limits of Use Installation Instructions Approved for use in HVHZ: No IL1419:d_Kp 11J1i1'LL3rLll15Dall,ltlnn RLI Approved for usu outside HVHZ: Yes Verified By: ICC Evaluation Service, Inc. Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Report. Other, Must be Installed as per the manufacturers ft_12199. RD AE._fSB_-_L1Y5 jIltI_Qg_l 1 f x if l¢Lt '1I 111..: '. 'I (Kea 1'x:: q �����yy d ii ,•�) , I c, tr nn )riF�f'in- :! -, l �t u e Fy J. Yi'.. ..t 'A» .I �', I ,{r 'ka y_x 3r ,. f F u..t tf I t rR _ �r _. �9 1 a.. , . J. on .,. I, . .. f.' r ,.t ,555,,5, - I ..I..}k J 1 ,..L.'�1 CNi.' Ilia �f .li� _55________55 55.55. t r� . I 1` I r �J F i tea s*a i 3# a }jj�ttk(( ppff tt,, fI11 }}{{ 1' , Itt3t�LL�tti�i1� Ii�i��T .w -{3 i'.i. ri�rli,�i i k'JW.€... �±l+i .a.�mal�.ai:.9n.�>,7 ir3rLasula4�.1 lu i r II r ,t sl.ch„„ mu,v F,rt: v. 1,Qr,r., ,: Inn re.,lf Iu:I,r:1: Ma, w,.e > F` h he 1a ua „e � 1 a. u. u_r kr '� I„I a , ,,at a ,u.a �w 1 E , { J f i t J J '0',P '' • Product Approval r ) USER: PL'GlK Lear P.rodlrS1­.PW.9YJ1Uaua. pladuc1erD... lV.-aS,-alcn>LyC<arc,Li3,Appllotlanuatou FL S FL2075-R3 Application Type Revision Code Version 2007 Application Status Approved CQ111mellts Archived i8 Product Manufacturer Plorlda Metal Products Inc. Address/Phan=_/Email 6940 Stuart Ave Jacksonville, FL 32254 (904) 783-8400 clarkafkmcv.cnm Authorized Signature Clark Jones clarkkuflamco.com Technical Representative Clark Junes Address/Phone/Email p o box 6310 jacksonville, FL32236 (904)783-8400 cle,k(tflem...com Quality Assurance Representative dark jones Address/Phone/ErnaII p o box 6310 Jacksonville, FL 32236 (904)7U3.8400 clarkU)flamco.com Category Roofing Subcategory Roofing Accessories that are on Integral Part of the Roofing System Compliance Method Certification Flat[( or Listing Certification Agency Miami-Uade UCCO - CEK Validated by Miami -Dade UCCO - VAL Referenced Standard and Year (of Standard) St..n l -d YKIL TAS 100 (A) 1995 Equivalence of Product Standards Certli By Product Approval Method Method 1 Option A Date Submitted 06/05/2008 Date Validated 06/30/2008 Date Pending FUCApprovil 07/08/2008 Date Approved 09/15/2008 summary, of Products, ............ _ _-_.._________ FL # Model, Number or Name Description -. �-.__.�_ 2075.1 -_._.__...___��- VENTRVIO _._._�-5____5_5___5___._ VENTRVIO Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL2075 R3 C CAC -U-1105-06 RV10 MIAMI DADE.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiratwn Date Impact Resistant: N/A 01/31/2009 Design Pressure: N/A Installation Instructions Other: fL205 R3 H 07-1105.06 RV1D MIAMI DADE.pdf '7 t f T K.. y�.Irl..�i.�i.11.:�n�r�Ttl�•E Verified By: Miami -Dade BCW - CER f yg' N, q CYL'.i�4lilrx'r}yrtaG:i�pi Created by Independent Third Party: Date Approved Evaluation Reports FL 3 Created by Independent Third Party: 2075.2 _.__ V'cNTRV 10 _r...�._,..._m VENTkV10 Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes IT -2075 R3 C CAC 07110506 RV30 MIAMI DA-Ql:;prlf Approved for use outside HVRZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: N/A 03/12%2013 Design Pressure: fl/A Installation Instructions Other: FL1.g.L5 _11_U1.,Li!3S!.liJ.iV11Zr.t1AMl DADF pfj[ FL 11' Verified By: Miami -Dade UCCO - CER ), Created by Independent Third Party: Revision Evaluation Reports Authorized Signature Created by Independent Third party: _- _ ___. eatk Ncxt D1,Adnn,I,1W1QJ -P.no-ol arca...... ay Arians fh„(d, Ha.Narg Cade On"s,e CWcsand St,a "ds 2.>i55 SI. -at Da: 511de rtr lallalaasra, P. oda Jlil,94'ou aid) 4dY-1024, rat (850) 414 S4Jd i711'1111,111,1i',�It t {Itf= t aq+a+tF ": ra'3.4• - fppi 'r3U rl tttt1{r' P 311{{iy:.1 i 111119.. } .r �'. a .,F,t .�{ J :'{JPf...� - • ''... �yy{{i, y fr�� { 3} ^'I 3•, ir... �r....._,.n-.?�xt [„. 1;� �. tl }Iliw ...:f: kl,;,{.:x , ' ,5 _� ,y,•qp r,,,ct ;<�.'V Jr ::r;n �r� 1,x.r,lar.)aflrtr`�r`s)At�r�irf`ant'Irnt:,th tE �:iinzirnla_>� 11� Ddl5H ,:a i Ino In rW P pl?troth„ L Hot repr- � .r„mi x-l:,gr I St,r;e'r:rt, r, p,hirntic , f wc."nn i Yl'1s"'a Mcp l,," i '-..-.,rh i ,� '7 t f T K.. y�.Irl..�i.�i.11.:�n�r�Ttl�•E fir .Product Approval f yg' N, q CYL'.i�4lilrx'r}yrtaG:i�pi USER: Fc[sk its Date Approved Rual15:LPt _vAHl:'ab;• l7SiJ-Xr_QrP1lKatl'u_!_'o 11>&af;scv:n , npplkutlan Durall FL 3 FL11024 Application'T`/pe New Code Version 2007 Appllcatlon Status Approved Cornmenta Archived Fo Product Manufacturer Southeastern Metal, Mfg. Co. Address/Phone/Enlall 11801 Industry Drive FL 11' Jacksonville, FL 32213 ), (904)6,96-4682 Revision jh kelseyrelsemeta Is.co... Authorized Signature Jeremy Kelsey jh kelseytaselnetalS.c011r Technical Representative Jeremy Kelsey Address/Phone/Erna II 11801 Industry Dr. Jar-ksonvllle, FL32218 lir (904)757-4200 Ext 4682 Product Manufacturer jhkeiseyUselnetais.co t Quality Assurance Representative Gerry Shotsberger Address/Phone/Enlall 11801 Industry drive QJ Jacksonville, FL '33218 Q (904)696-4204 (3Ub)97U-7507 gpshot5bergerasemete15.corn Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Plcthod Evaluation Report from a Product Evaluation Entity Evaluation Entity Mlarnl-Dodo BCCO - EVL Quality Assurance Entity Mlaud-Dade BCCO - QUA Quality Assurance Contract Expiration Date 04/15/2014 Validated By Mlmnl-Dade BCCO - VAL Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By SecLiuns hem the Cud. Standard TAS 100 year 1995 Approved Evaluation Entity EL11422_Ei1LE2u!y_?.r LQB�Yeathnr Vnnt pdp atilfr S4 H 1 A dl ! f Lt Jttr lit Js J �q� Ing lilt 1 F Or a•t tit11IR rih.t - F I S -ji xr c`�is �k3liii Shutters fir P'111� )I Compliance Method I i �� i)t u � q-: 41 Florida Professional Engineer �' 1< r ,° t yf'{{ { g 1 If it t � �• Florida Engineer or Architect Name who developed l� � L 112 rr E Quality Assurance EuUty National Accreditation and Management Instltute '7 t f T K.. y�.Irl..�i.�i.11.:�n�r�Ttl�•E 12/31/2010 f yg' N, q CYL'.i�4lilrx'r}yrtaG:i�pi ,a x Date Approved t��w�k nllti__ k Referenced Standard and Year (of Standard) taca;Ho„a .Ice L, ,Il.r.'I:rg:k-,1'r;n I I',uh is P'c: :;uL,nk Sv cl uiguI S[+:t5 aF4ct:1 r, tlx,ten: fl'.(: ^,h,Rf nfi. ^.In M,pI Lel+.: ,v ch ASTM E 330.02 2002 SSW 12-99 1999 Product Approval i3' USLR: rLUc U:u' 3.., Qj Cn F17.rla¢.t PFN➢¢r.aLl9ale: }_'L'!ri',, rl „I, unf r, UI.A ,r ITL)ltt> Appnutlan Detail I FL 11' FL%22-K2 ), Applicu UQii Typo Revision J n Code Version 2UU7 Application Status Approved Conlnlents Archived lir U O Product Manufacturer Metal Tech, Inc. = Address/Phone/Email 7635 w 2nd Ct - L, QJ Hialeah, FL 33014 Q (3Ub)97U-7507 steveUmetaltech.com Q AUthorized Slgnature Steve Pulliam (U O Englnccring@metaltech.corn /O Technical Representative Address/Phone/Enlall Quality Assurance Represenlalive Address/Phone/Enall Category Shutters Subcategory Storni Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Application Status Florida Professional Engineer Comments ,W Evaluation Report -Hardcopy Received Florida Engineer or Architect Name who developed Robert S. Menisci tl,u Evaluation Report 07/09/2008 Florida License PE -11955 Quality Assurance EuUty National Accreditation and Management Instltute Quality Assurance Contract Expiration Date 12/31/2010 Validated By ORLANDO L BLANCO, P.E. Date Approved Ti Validation Checklist - Hardcopy Received Certificate of Indepun den ce FL722 R2 COI U2.4 cert indipend. ciclf Referenced Standard and Year (of Standard) Standard year -� ASTM E 330.02 2002 SSW 12-99 1999 Equivalence of Product Standards Certified by Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/27/2UO9 Date Validated 02/02/2(109 Date Pending FBCApproval U3/11/2UU9 Date Approved 0.1/07/2009 FL # Model, Number or No.,. Be". 1ptiell ___5555__ 722.1 .024 Galy. Steel Hurricano Panel �.._.__„ _5555. _555_5.____. __.___..___.__._ Limita of Us. Installation lnatntctimts Approved for us. in HVHZ: No ELL!2 R7 It 074 dra,_v_dBLEllr Approved for use outside HVHZ: Yes Verified By: Robert S. Mousour PE 11955 Impact lt..intmtt Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Not for use Iii High VuNclty HurtIrane Zones of the FI.722 R2 AE 024 eva�a(lgn.Rdf Florida Building Code. Maximum Span 140" at 24.52 P.S.F. Created by Independent Third Party: Yes Maximum U.si_ n Load 10392 P.S.,F. with u Span of 55" _ __- 9 - - _ _-___ ___ _____ ___-__-_ Fu.,cki InA,1 ria Aa r rhpari,»a»tuff aY tr1 ins fh / Ir Ati, C lo Orf s c d a d t and f 1 l H.. d J2 w uLd 6.50) 4SY-1824, Fax 16.50) 414-6416 i J 1 r, t j : 1J ii,r 1 1i1}lii.G 411 tr N 11 f lir z^ nI 11 < 't,)!.: J Js, f { C- J �y f r (' r #.. a, •I t ! t �I (jj qq� R.- - n.i,YLQ1111Si.�.1 i.J,..: yN r !'! iI .r bi i iI � .,:> rat v t.r.r,,, �.x .r . :7 F".8 .r�udno-.n t,-u"I1'aFi�F�.t'tf6'L: Tn.aLf rC u GCO l lemc ' L.S 4- i U;er rigorous. i i.ot Top co i Submk,",urcra,u, 1 _tats&ra.ts f Pu.-Ik,tan., j =SUIT 1 Xhlr SLe Map j L,k. , .arch a 0/,C_4 "M�' Product Approval U9ER: I'Ilblr. Uocr rods' anrm„I,+trvrn, P'Art,r:.rn rua _,�rh.:,rel:r,rk,nlrr: gppllcttlon Detail FL rf FL4304-R2 Application Type Revision Code Version 2UO7 Application Status Approved Comments I'PY Evaluation Report - Hardcopy Received Archived r"rs Product Manufacturer Alufab hurricane Shutters Inc Address/Phone/Email 13000 NW 30 Avenue Opo Lo cka, FL 33054 (JOS) GUU-4%Ul Ext 19 atitlionyaalufabilurricone.coni Authorized Signature Robert Andrade anthonyCOaiufabhurricane.com Tedudial Representative Pedro De Figueirede Address/Phone/Emall 6971 West SIInrISU Blvd. 104 Plantation, FL 33313 Engco@aol.com Quality Assurance Representative Address/Phone/Ercall Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer U I'PY Evaluation Report - Hardcopy Received Florida Engineer or Architect Nanle who developed Pedro De Figuelredo the Evaluation Report 07/09/2008 Florida License_ PE -52609 quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Data 12/31/2010 Validated By Jesus Gonzalez, P.E. Date Approved 9 Validation Checklht - Ilordcopy Received Certificate of Independence Ft485M_1t1. CI(2L-(10-211eLt Referenced Standard and Year (of Standard) Stam{ard van -� ASrM E33U, E1996, 51886 2002 Equivalence of Product Standards Certified by 5etLIons front the Code FL_!___ Model, Number or Name 110 3.1 "Weather -Vent Limits of Use Approved faruse in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other Description Off -Ridge Stalls roof vent "__5_55,_5._.__.__ Installation Instructions FL11024 k0 11 2008 PICA Weather Vent. ))_df Verified By: Miami -Dade BCCU - EVL Created by Independent Third Party: Evaluation Reports FILL L024 RO AE 2008 NOA Weather Vent�Udf n cak (N 11--A11", "EILaffiIl Dap -alt of Can .ay Amis rbrrda aaaar Code cia"he Codes and StarMards ... J r,akd:)u'eva a T,`boh.1a , iw!da 323t9-2100 .g;D) -ie/-I do-", ra.c (esu) -I'81Je FL # Model, Number or Photo Dcscri ption 4804.1 24ga & 22gi Steel Stare Panels Corrugated 22ga and 24ga Steel Storrs Panels Limits of Use Installation, Instructions Approved for use in nVHZ: No FL4 0 I 0 - U , )c PP -1_.�. 12 _L._22a2._.YYC LIf Approved for use outside HVUZ: Yes VerifiedBy: Pedro De FlgUereido 52609 i Impact Reeistunt: 'fns Created by Independild ent ThParty: Yes Design Pressure: +104/-104 Evaluation Reports Other- Product to be manufactured, designed and Installed FL_i804 R2 AE Uy -032 PER .pdf as per drawing 09-032. Created by Independent Third Party: Yes Da,x I Ne,t nr_A Aden: 4I: am,- Ixp,A.,eat ofCon,muniry Ar, rrs (!arida Uuldiny Cadc rh,hnc CVC c. and Standards ,SSS SMuna,n Uok Ce void 4- N Product Approval Method Method 1 Option D Product Approval Method Method 1 Option C U Date Submitted 04/.30/2009 Date Submitted 07/09/2008 DateValidated U4/22/ZUU9 Date Validated (17/17/2000 Date Pending FP,C Approval 05/18/2009 Date Pending FBC Approval 07/18/2008 Date Approved (16/09/2009 Date Approved 09/15/2008 " FL_!___ Model, Number or Name 110 3.1 "Weather -Vent Limits of Use Approved faruse in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other Description Off -Ridge Stalls roof vent "__5_55,_5._.__.__ Installation Instructions FL11024 k0 11 2008 PICA Weather Vent. ))_df Verified By: Miami -Dade BCCU - EVL Created by Independent Third Party: Evaluation Reports FILL L024 RO AE 2008 NOA Weather Vent�Udf n cak (N 11--A11", "EILaffiIl Dap -alt of Can .ay Amis rbrrda aaaar Code cia"he Codes and StarMards ... J r,akd:)u'eva a T,`boh.1a , iw!da 323t9-2100 .g;D) -ie/-I do-", ra.c (esu) -I'81Je FL # Model, Number or Photo Dcscri ption 4804.1 24ga & 22gi Steel Stare Panels Corrugated 22ga and 24ga Steel Storrs Panels Limits of Use Installation, Instructions Approved for use in nVHZ: No FL4 0 I 0 - U , )c PP -1_.�. 12 _L._22a2._.YYC LIf Approved for use outside HVUZ: Yes VerifiedBy: Pedro De FlgUereido 52609 i Impact Reeistunt: 'fns Created by Independild ent ThParty: Yes Design Pressure: +104/-104 Evaluation Reports Other- Product to be manufactured, designed and Installed FL_i804 R2 AE Uy -032 PER .pdf as per drawing 09-032. Created by Independent Third Party: Yes Da,x I Ne,t nr_A Aden: 4I: am,- Ixp,A.,eat ofCon,muniry Ar, rrs (!arida Uuldiny Cadc rh,hnc CVC c. and Standards ,SSS SMuna,n Uok Ce void 4- N 0 Cll U 111 d ---J Q) l 4--dW M U N L " -� n" 1- 0 Qr�) Qj Cn I Y rter-r-((- \V ), J n (a) ^,.. J �r--�i U O TD n = (5 - L, QJ O Q -I Q 1 W (U O � /O - 0 V) (1) L © 4-1 n L�J - M� i,.7 I 1_1 . L j� (/ V m M SHEE (NC). P/A a 2 0 U 111 d ---J Q) -) M M_ M_ n" 1- :5 �a) V / Qj Cn I J n SHEE (NC). P/A a 2