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HomeMy WebLinkAbout340 Bella Rosa CirDYED v N r . CIT4 �.�f= ..z��a�ORCa BUILDING & FIRE PREVENTION PERMIT APPLICATION i Documented Collstructlou Value: b Application No: � — Job Address: � .3 /a ea, fa tlistoric District: Yes ❑ No � Parcel Ill: �)-q - l `1 - )t ` 502C'C,oC - �-.� :?-" o `Lorin - -- _ - g: Description ol- Fork: Plan Review Contact PersoW_�() Phalle: (`a�'�) "� (s OSLO Nance Fax: Jlol 1�1{ 1 �- 1 L Elp - L-III1SIl: �1 �V�\t 11I Jc���co.Lorn Property Owner Information Phone: Street: V3565'-) I_,c;Vt^rw A\JF_ ]7rL�'.,r , •�E` 2lo Resident of property? City, State Zip: C�-E"Akwr� rErz , �� 33 t eso Name Contractor Information street: l_'C'Vl_YWflyC 1b-kWU7 Cy I_Lc 10 City, State Lip: Phour: -tt L--1 1 Fax: State License No.: Architect/Engineer Information Name.: ��� � A17 Phone: Street ��l-4 cJ . �)r .n "L�rr� tr�3i� _ Fax: City, St, Zip.: %,aX11 bur Bonding Company: N A Address: Building Permit Cd Square Footage: -)I D 3 No. of Dwelling Units: - Electrical 13' Mortgage Lender: NIA Address: PERMIT INFORMATION Construction Type: No. of Stories: Flood Gone: -INC, Plumbing Ew'. New Service —No. of AMPS: Ut Mechanical d(Duct layout required for new systems) New Construction - No. of Fi: Fire Sprinkler/Alarm O No. of heads: 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. Bottom 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. Fir. Finished Floor F.G. Fixed Glass Fir. Floor Fdn. Foundation 05/10/00 1.00 11/17/09 1.01 01/05/10 1.02 01/06/10 1.03 03/01/10 1.05 06/23/10 1.06 Fir. 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. Parallarn PLF Pounds per linear foot Pit. Ht. Plate Height Pit 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.U. Unless Noted Otherwise VB Vanity Base Vert. Vertical V.L. Versalarn VTR Vent through Roof W Washer W/ With W/C Water Closet W.A. Wedge Anchor Wd Wood WP Water Proof _. __ ... . NIT, MODEL F41 INDEX OF DRAWING SHEET DESCRIPTION SHEET No. S4 CS COVER SHEET DETAILS 1 FLOOR PLAN D1 2 EXTERIOR ELEVATIONS 2.1 INTERIROR ELEVATIONS (Ci 3 ELECTRICAL PLAN M c'') F- N 4 HVAC PLAN � 5 FOUNDATION PLAN _ O O cts '1 U 6 ROOF FRAMING PLAN L1 LINTEL DETAILS 0 SN STRUCTURALNOTES ux SN1 DETAILS 1 q 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 0)k�r\Gt MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES— MEAN ROOF 30 FT, HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The !; Designer/Engineer are riot responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Quality Assurance Manager at (407) 880-2333 immediately. No backcharges will be considered for reirnbursement 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. k4u C 0 .0) N (Ci _ It D _ vi C M c'') F- N 2)ons "O_ m o � � 0 (1)p V- � _ O O cts '1 U M AF a) � N CoV 0 U u r 5 o0 Q ux p CO `t n 1 q M 0 ul B Do — t£ op4n ■ASI � y j i �1 mUj 'IV V t :� N -p N T W � ww w=y�,� , Z ,v0 'Ytj?InIW e' cn un 0- W D) V O r U To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Flotida Building Code, Residential witli 2009 revisions signed and sealed for the sUUctural portion of Otis drawing. 0 t'V � Z M O } I` , C7 t-, m o ❑ aimr. Q 'F_ cU ®-2� v F-- � n -J W J J C7 tV In _(L) U o� �) mz�',i 0 0 U w o�Za0 --c.rQUX T Z t2 w c0 T—i r p v S ;? u� oo UI= CJ �- LU N o z Q q to E LL r- +�Erxra r } u7 1 VLU 4t� J CCLU�Q z�o 0� O � '� 'H!h2 LL ! a. w � w O u G Z Q ¢ O rq W aELL� `)owe ® T__1LU a4� > O CL SCALE : AS NOTE® PLOT DATE: 01/19/2011 - _ VERSION NO. 1.06 JOB NO: 11-0050 SHEET NO. OPENING AT FAM. RM TOWARDS BEDROOM 2 I OPENING AT MASTER BEDROOM MIRROR OWEL BA M � L U a N -- Ci BATHROOM 2 c c T MASTER BATHROOM Id, I I' I L OPENING AT FOYER TOWARDS BEDROOMS QA9 OA T.JA I I I QA9 OA I I - it li - L= -J A A )_ TYP. U.N.O. 12'- c25 SH 8H III EGRESS* BEDROOM 2 8'-0" FLAT CLG. CARPET NOTE: FINISHED WALLS TO BE FLUSH. FIELD VERIFY. 12'-1" 3" 2'-10" 3 -64----n \\3068 BF 2668 � � S00 H. cv R&S 2468 BF N - �is.r« BA 2 - - '-0" FLAT CLG. i TILE 2868 l_ 4JC �; 2x6 WALL 2668 FURR WALL AS NEEDED FOR TUB UNIT 1'-4"X1'-4" "L" -\ SHAPE CMU COLUMN 1,, u� �?8'-0" FLAT CLG. I au 4 to W CARPET _ I � ' - - MC - > Z BEDROOM 3 * r (o 34i'�c W W 8'-0" FLAT CLG. _ ATTICS IU) J AC_CES� I � uJ CARPET 8 - CN 0 DINING - R&S -� M. BA. A W 8'-0" FLAT CLG. - 53 - 10'-0" FLAT CLG. _ t,k'_Ile.,% m, �.'. a., Mvn x TILE 3068 BF CARPET _ TYP. �` 1_ TdF,':F%N"k a9k°4.7•%^%xkIf 'Y, n!k"M.F'M33c.1'RnA B.'fr.:ME."2 M dd;f. - _ �� U.N.O. 77 y j` 2668 - - 2652 - N R&S r -r I I - T-9" -- 3-3 _- 5'-01. 1 4, R,3477571'<; �- `� R&S1 I I z I- _ ----- L, _-------------- I 8 TIL€TO 7' _ I � N o - I- - -I r A: F� F. N o t a, ,� x 2668 N c� NOOK a, ,- 3068 BF l p W 10'-0" FLAT CLG. I CD 1 TILE £ r .f�� Y. - r - r• - N 5, 1, 3 34 62 44 SINK w/ 11 _0 `�4 _i ----- DISP -- r 2868 I 60" X 42" 11'-114" (��JI C7 z LA ; s -\--SHOWER - - - (3) 2x4 #2 SPF 1 I Z K I TC HIEN I '1'� I , _-I - I �- ¢ _ t� _ 8-U FLA; CL I r HANSON BOX VPI USP HTT16 -- TILE 36" A.F.F. - - - co o J - 10'-0" FLAT CLG - ¢ _ i �- @ BASE ELEV. 00 TILE = B ONLY TOP. @(i3 = J _ �_� %• L _ 10'-0" F Y R REF. - 2668 F I -- QD,)--\,2868 r- - - - - - -8'-0" CLG DRYER VENT BEDROOM 45 5H I - 8'-0" FLAT CLG. --WIRE SHELF 3068 @ +54" A.F.F. 1A3 SH n EGRESS* N - C - - OTE: FINISHED I 54" "r _ _ � ,,,NTRY �A� r� _ATTIC f f ' H.w t - SEE ELEV. - m WALL TO BE FLUSH. I I A.FIELD VERIFY. -ACCESS - - EDGE OF SLAB 35 SH��- Ti -----�__.___- - = 2" BEYOND WALL BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC T-8" 2-0" 3'-6" 3'-2" 811 10'-8" ----. _ 9-4- SEE -4"SEE ROOF PLAN FOR BEAM - SIZE & CONNECTIO IS - 6x6 #2 SYP P.T. POST W/ USP U66 @ BASE W/ (12) 16d NAILS & 518" DIA. EPDXY - GARAGE - ANCHOR W/ MIN. 6" EMBEDMENT TYP. @ 8'-0" FLAT CLG. A.F.F. PORCH COLUMNS - I I - I - I -- TYP. @ K _ GARAGE S4 8H I - - o 16 X 7 OVERHEAD DOOR 11: q c� ! !EVISION NOTES 12/17/2009: I: ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE -FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - 48" x 64" 50' PRODUCT LINE - 48" x 76" HEADER SCHEDULE 15-6 HEADER SIZE REMARKS - (2) - 2X6 #2 SYP W/ O +33.4 / -44.8 I - O +31.9/-41.8 (2) - 2X8 #2 SYP W/ = H2 1/2" FLITCH PLATE LANAI SEE SN SHT. 120 MPH (2) - 2X10 #2 SYP W/ O N H3 1/2" FLITCH PLATE H4 8'-0" FLAT CLG. A.F.F. I N 1/2" FLITCH PLATE �� _ (2) - 1 3/4" X 11 1/4 8068 SGD I 35 SH (2) - 1 3/4" X 9 1/4" H6 LVL 2.0E Fb=2950 0 H7 I I _LL1 i 1 1 1 1 1 i I I I I I -- _ SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND EGRESS " 2868 n ,'At^ O i,��' N 15'-2 q�� L L ` - w -- I4 iri To the best of the engineer's k��o aril grans understanding, tried9tructural arLd,, %,% Allj;thg specifications comply 2 7.F1'trda thw�e�dgo Building Code, Residential wi2009 revisions - ! MASTER/ drawing. - 0 �� N M oda (J) 4, FAMILY BEDR0,4 7 � L (v *T =_ �❑ten Q v o �N L VAULT CLG. VAULT/CLG. CA, PET LJJ { CARPET In U Lr) _ E o0Z W Lei. O wmZZsaf Z -- uoo VAULT LINE - - - - - ----- ---- '------� - t0 z¢QaaQ s�rwRZ - U I coo - t, w IJ a�o -- r"� V T_ ID a0Z w J ? I¢ U') - ch 910 T-0" �. LLJo 2668 �; �+�„ A:;r,. - - - •� .�,%.r - = zo wa0 U�inmO Z f 2668 - W Zz LLJ ® 0 Ln�� s. I j WIC I N / 2068 BF z p < 22oo I u� �?8'-0" FLAT CLG. I au 4 to W CARPET _ I � ' - - MC - > Z BEDROOM 3 * r (o 34i'�c W W 8'-0" FLAT CLG. _ ATTICS IU) J AC_CES� I � uJ CARPET 8 - CN 0 DINING - R&S -� M. BA. A W 8'-0" FLAT CLG. - 53 - 10'-0" FLAT CLG. _ t,k'_Ile.,% m, �.'. a., Mvn x TILE 3068 BF CARPET _ TYP. �` 1_ TdF,':F%N"k a9k°4.7•%^%xkIf 'Y, n!k"M.F'M33c.1'RnA B.'fr.:ME."2 M dd;f. - _ �� U.N.O. 77 y j` 2668 - - 2652 - N R&S r -r I I - T-9" -- 3-3 _- 5'-01. 1 4, R,3477571'<; �- `� R&S1 I I z I- _ ----- L, _-------------- I 8 TIL€TO 7' _ I � N o - I- - -I r A: F� F. N o t a, ,� x 2668 N c� NOOK a, ,- 3068 BF l p W 10'-0" FLAT CLG. I CD 1 TILE £ r .f�� Y. - r - r• - N 5, 1, 3 34 62 44 SINK w/ 11 _0 `�4 _i ----- DISP -- r 2868 I 60" X 42" 11'-114" (��JI C7 z LA ; s -\--SHOWER - - - (3) 2x4 #2 SPF 1 I Z K I TC HIEN I '1'� I , _-I - I �- ¢ _ t� _ 8-U FLA; CL I r HANSON BOX VPI USP HTT16 -- TILE 36" A.F.F. - - - co o J - 10'-0" FLAT CLG - ¢ _ i �- @ BASE ELEV. 00 TILE = B ONLY TOP. @(i3 = J _ �_� %• L _ 10'-0" F Y R REF. - 2668 F I -- QD,)--\,2868 r- - - - - - -8'-0" CLG DRYER VENT BEDROOM 45 5H I - 8'-0" FLAT CLG. --WIRE SHELF 3068 @ +54" A.F.F. 1A3 SH n EGRESS* N - C - - OTE: FINISHED I 54" "r _ _ � ,,,NTRY �A� r� _ATTIC f f ' H.w t - SEE ELEV. - m WALL TO BE FLUSH. I I A.FIELD VERIFY. -ACCESS - - EDGE OF SLAB 35 SH��- Ti -----�__.___- - = 2" BEYOND WALL BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC T-8" 2-0" 3'-6" 3'-2" 811 10'-8" ----. _ 9-4- SEE -4"SEE ROOF PLAN FOR BEAM - SIZE & CONNECTIO IS - 6x6 #2 SYP P.T. POST W/ USP U66 @ BASE W/ (12) 16d NAILS & 518" DIA. EPDXY - GARAGE - ANCHOR W/ MIN. 6" EMBEDMENT TYP. @ 8'-0" FLAT CLG. A.F.F. PORCH COLUMNS - I I - I - I -- TYP. @ K _ GARAGE S4 8H I - - o 16 X 7 OVERHEAD DOOR 11: q c� ! !EVISION NOTES 12/17/2009: I: ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE -FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - 48" x 64" 50' PRODUCT LINE - 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ O +33.4 / -44.8 1/2" FLITCH PLATE O +31.9/-41.8 (2) - 2X8 #2 SYP W/ +29.9/ -32,8 H2 1/2" FLITCH PLATE GG SEE SN SHT. 120 MPH (2) - 2X10 #2 SYP W/ O N H3 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ O N 1/2" FLITCH PLATE �� C (2) - 1 3/4" X 11 1/4 H5 LVL 2.0E Fb=2950 co 65 ¢ r: (2) - 1 3/4" X 9 1/4" H6 LVL 2.0E Fb=2950 0 H7 (2) - 1 3/4" X 16" ri�c�u k��c �•`�t�r *Po LVL 2.0E Fb=2950 VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS FLOOR SCALE: %4"=1'-0" General notes I. If water based ceiling texture material is used, Provide %' gypsum board for 16" O.C. Framing, or 5/8" gypsum board for 24" o.C. Framing. Note %2' sag -resistant gypsum board may be used I.L.O. Of 5/8" gypsum. 5/8" type "X" gypsum board must be installed on garage ceiling beneath habitable room(s). 2. R309.1.1 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. 3. Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 minute fire rated door. 4. Any accessible space under a stairway shall be protected with Y2' gypsum board. 5. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. The exit alarm shall produce a continuous audible warning when the door or window are opened. S. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. 7. The garage shall be separated from the residence and it's atfic by not less than 1/2-inch(12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. 8. R613.2 Window sills In dwelling units, where the opening of an operable window is located more than 72 inches (1829 ntrn) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4 -inch -diameter (102 mm) sphere cannotpass WALL LEGEND f7�T41 MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL 1171 BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION LIVING 1573S F I GARAGE411 S.F. LANAI ��� j 89 S.F. ENTRY TOTAL SQ. FT. 2103 S.F. INSULATION REQ. LOCATION R -VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R -11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R -11/R-13 KRAFT FACED (GARAGE / LIVING) NOTE TO TRUSS COMPANY: ALIGN TRUSSES TO ALLOW FOR A. H. TO BE ALIGNED. OPENING ENCLOSED PRESSURES - EXPOSURE "C" O +33.4 / -36.2 O +33.4 / -44.8 +31.9/-34.7 O +31.9/-41.8 O +29.9/ -32,8 � (DF +29.9/-37.8 GG SEE SN SHT. 120 MPH �� SEE SN SHT. FLOOR SCALE: %4"=1'-0" General notes I. If water based ceiling texture material is used, Provide %' gypsum board for 16" O.C. Framing, or 5/8" gypsum board for 24" o.C. Framing. Note %2' sag -resistant gypsum board may be used I.L.O. Of 5/8" gypsum. 5/8" type "X" gypsum board must be installed on garage ceiling beneath habitable room(s). 2. R309.1.1 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. 3. Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 minute fire rated door. 4. Any accessible space under a stairway shall be protected with Y2' gypsum board. 5. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. The exit alarm shall produce a continuous audible warning when the door or window are opened. S. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. 7. The garage shall be separated from the residence and it's atfic by not less than 1/2-inch(12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. 8. R613.2 Window sills In dwelling units, where the opening of an operable window is located more than 72 inches (1829 ntrn) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4 -inch -diameter (102 mm) sphere cannotpass WALL LEGEND f7�T41 MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL 1171 BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION LIVING 1573S F I GARAGE411 S.F. LANAI ��� j 89 S.F. ENTRY TOTAL SQ. FT. 2103 S.F. INSULATION REQ. LOCATION R -VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R -11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R -11/R-13 KRAFT FACED (GARAGE / LIVING) NOTE TO TRUSS COMPANY: ALIGN TRUSSES TO ALLOW FOR A. H. TO BE ALIGNED. AN N 6) N ❑ V � V C I-- N w Nco O O o�WW O N oWo o O N C:co �� C OWN O 0-0 a a�U co 65 ¢ r: 0 A, � ri�c�u k��c �•`�t�r *Po Do "itb 3031 gd IEGO0 4+ Z N n ,'At^ O i,��' `� N)� Z q�� L L ` •G�' �iilS1/ o •�t.a w I4 �ta To the best of the engineer's k��o aril grans understanding, tried9tructural arLd,, %,% Allj;thg specifications comply 2 7.F1'trda thw�e�dgo Building Code, Residential wi2009 revisions signed and sealed for the structural portion of this drawing. 31 0 �� N M oda (J) no Q N m � 7 � L (v *T �❑ten Q v o �N L t) M J LJJ ® (o Lr) QJ In U Lr) E o0Z W Lei. O wmZZsaf Z uoo D;r,Z t0 z¢QaaQ s�rwRZ U a aw N T"1I �aU o a�o r"� V pl._.wN a0Z w J U') ch 910 �. LLJo zo wa0 U�inmO Z U oaHa � W Zz LLJ ® 0 Ln�� W a z O O WVb M p < 22oo p Z j j Q 0 n (� � cnaXu Z ti �/�) (1J � � 1�J1 J o W a J [Y X W Q C � L 4./ ,sl LL 04 LL W ® Z aa_ LL SCALE AS NOTED PLOT DATE: 01/19/2011 VERSION NO. 1 .,06 SOB NO: 11-0050 SHEET N0. 1 1 • u l ff•I►t< TOM_ FIBERGLASS SHINGLES 12 5.0� _1< 10' RIDGE VENT FIBERGLASS �SHINGLES SCC_'` 7-1-L J_JJ12 L _j ' 5 HnR TEXTURED FINISH SCALE: 1/4" = T-0" rA J1.— J I- - 1 TIi � h , r i _ -rJ-— — — — — — — J, 1 a i _. _; - TEXTURED FINISH ------------------------------ --I---r----------------------•-------------�---- 25 SH A l _ 4' 9FF nIDG�iVENT - - I - - - - - - - - - - TEXTURED FINISH -- -- I _ __ ------ 6068 SGD SCALE: 1/4" = 1'-0" FIBERGLASS SHINGLES 25 SH 12 5.0 TOM SCALE: 1/4" = 1'-0" --- — _ T_O_M_ T.O.P. TOM NI V-6" ELEVATION - DETAILS SCALE: 3/4" = 1'-0" GENERAL MOTES VENTILATION CALCULATION FORMULA =FBCR 2007 Sec R806.2 S.F / 300 (1/300) 12 (INTAKE vs EXHAUST) *144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH REQUIREMENT 2099 TOTAL 504 SQ. INCHES OF S.F. VENTILATION REQUIRED � ROOF CRITERIA 12 OVERHANG U.N.O. PLUMB CUT FASCIA -SHINGLE LOADING ROOF PITCH PER ELEVATION G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. R703.6 Exterior plaster. R703.6.1 Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926. R703.6.2 Installation of exterior lathing and framing shall comply with the application requirements of ASTM C 1063. R703.6.3 Where cement plaster (stucco) is to be applied to lath over frame construction, measures shall be taken to prevent bonding between the cement plaster and the water resistive barrier. A bond break shall be provided between the water resistive barrier and the cement plaster (stucco) consisting of one of the following: 1. Two layers of an approved water resistant barrier material complying with Section R703.2, or 2. One layer of an approved water resistant barrier complying with Section R703.2 over an approved plastic house wrap, or 3. Other approved methods or materials applied in accordance with the manufacturer's installation instructions. ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. T.O.P. FE -71 [7 7-J], IF71 Dll� El u 4z -- ----- ---- --- FL. � --------��� --- ---- - ---- - ---'�— - ------!�i -- ---- _-_---- - C C --- „ ------.--C 7 T 35 SH SMOOTH 3068 1A3 SH 16 X 7 OVERHEAD DOOR FINISH FRONT ELEVATION - A SCALE: 1/4" = T-0" *'z a.. W �z � u 0 V C W C F- N Q)o M D_ 00000 FE -71 [7 7-J], IF71 Dll� El u 4z -- ----- ---- --- FL. � --------��� --- ---- - ---- - ---'�— - ------!�i -- ---- _-_---- - C C --- „ ------.--C 7 T 35 SH SMOOTH 3068 1A3 SH 16 X 7 OVERHEAD DOOR FINISH FRONT ELEVATION - A SCALE: 1/4" = T-0" *'z a.. W � u 0 V C W C F- N Q)o M D_ 00000 O 000 V')0 W Ll td d' U -0 TJ �O� at in-- M } O row) N `W �s U x O a.o a 0 00 w (naao to 0 rn �- 6 N 0,1 D C ®o,/ 4 bGB��,Fi b�^ e°},uuma•.r�, 1 ry •YY�C, N a 1p�y a �����1l Ems✓ � �4�."'� :LLr tc��r Z "tlr "3 .x ILL W 4v�' To the best of the engineers knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. C) T -A N � t 0V% kD > R C) M O N -N n z ) W J C7 [O X1'1 Q1 Ln V � o WLL0 Lu CO w m �d Z G � v H w o o a g 0 Z>-QVLL L r W F N S Z LLI �rLw 0,r Qpat Uo CJ r Z:) w N apZO zz LU 110 Cil ��-- LU ce LIA fn ;:t�"5:12 ¢ZUo Ho00� u �. 0-waL ® w LLID Q Q° PLu L Q2 2��zwoQU ODrLLo _Qo0 01 �X�Q �V)2Z z•=+ > U_ W LU � � z I Z ®W CL SCALE : AS NOTED PLOT DATE : 01/19/2011 VERSION NO. 1® 0"' 6 JOB NO: 11-0050 SHEET NO. 2 Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R313.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2008 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2008 NEC, 406.11 8. R313.2 1 carbon monoxide protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R313.2.2 3 combination alarms: combination smoke/carbon monoxide alarms shall be permitted if each meets the applicable UL standard. 10. Keep all smoke detectors rninirnum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the horne to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. I ELECTRICAL KEY Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center NEMA1 \ 200 AMP (0-200 MAN �' r1 A P serial Cable I NII TJA NEMA II I GAg OA I 3R Power Co. Feed --- Solid COPPER Ground Intersystem Bonding J Termination Per NEC 08, 250.94 5I8" 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. QO Tul 2" VTR DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER Kj =W. WEATHERPROOF DUPLEX OUTLET P. G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET PLUMBING RISER �D SPECIAL PURPOSE OUTLET - - — SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO �J= DUPLEX OUTLET IN FLOOR BE VERIFIED WITH PLUMBER 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4. FOUR-WAY SWITCH jR RHEOSTAT SWITCH 4- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE t WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN — TRACK LIGHT I FLOURESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION D� ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) E PUSHBUTTON SWITCH (OPTIONAL) SMOKE DETECTOR CM) SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) IN TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER >� ELECTRIC PANEL _nw DISCONNECT SWITCH (� SPEAKER (OPTIONAL) � 7 ROUGH -IN FOR OPT. CEILING FAN v CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G V ROUGH -IN FOR OPT. CEILING FAN 0HNI rgRY SEVyER QAq OA GFI DISCONNECT /fit -~�-• `-� �_ —,.- —_ �-- -�- ter' 8H ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. DEDICATED RECEPTACLE FOR hAICRnVVwG PAKlr,r= unnn SCALE: %4"=1'-0" ELECTRICAL PLAK SCALE: %4"=1'-0" N C (U Q Vu c0 N V C cU Nco D F U Q 00 O (D V)EVI 00 lk AV O _0 Ilk Ar 0) m C W Y W U.- L N O M NO Y o U � 0 0 00 t rn 0 a co Q rn � 0 AC M10 ED.r U N N uJ y � �rO r O M pp � MW 4W O r: n ,? Z oMC, CV wL w mlri s' V _terZ T- a <WW rn e QN 004 O0 Z m W rn v O v To the best of the engineers knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. C) � M (M � ;'D M ® 6 tj h C) d LL i n Z _c_— C,1 � W J son _j ra OhmLr) � U �-f Mj C.L � o z wLL.0 Uj W Z ~ Ul n W m QW af ®1 �Q`'00 a Z. CL Z ) r [�I w Z r3U�0Lo n ::) ? U p l 0O�LuCD W CA Lto�U J Tl Lu J chi LU it I® V) W (no QSe Q LIQ < Z V �. U�o0 o " ( ) !! -,� O = W ~ zp��QzZ LU ® Q g W� Z O� ¢� to-Q LL U 1 Q O w LL z °d ® C� < i- t01 a NvhxZ< 0 CL U W�� z � H �J W SCALE AS NOTED PLOT DATE : 01/19/2011 VERSION NO. 1.,06 JOB NO: 11-0050 SHEET NO. 3 TJA 1 I (1A9 OA I -J GA9 OA r= GRILL SIZE DUCT SIZE 7 10x6 301 AIR FLOW SCALE: %4"=V-0" >r �M N O V C F- N Q' Nco r6 ;U o p�o�0 O O V U V) LO V U C (U O N CQN roL Q)MIL «3 - I Y N O i :,010 R1 E"d fl1 O Q LO U ®e tton O ,(1.4 z Eos r CD z �m c .®T vi N O `V� or�� Nm r� W J iL LU j S LL 0/ o@ N t5i C-,4— T'. 10z r. a 4 rn z p d `r ¢� z rfA� 12 vI O�� O MM zu) 0aft LU co O m d8 V � U To the best of the engineers knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O � M N M Ln Cf t (/ Ln n® a N Mr-,, Q > � s= fY i N CJ1 (I3 W J J O � L(7 N Ln In i L G L W u � o W m ¢ w H O L Z O FF --z> Q or<oZ< S�ZZt'Z Z OW � J V O 0-D ? � OAC]' �O VSQSWCV Z U Z �JJ S r V Uj F J LU Q Q W W g q Q ri0zmO i qpm O0��Oz LL.1 0 Lr) W<a Q J �ur LU IM ~ F S W Q L.7 � Q j� O a ULUWOe_Za 0 'aoa� 0 T-1¢ate �1 U� C) a~� L Z � 0 a T SCALE AS NOTED PLOT DATE : 01/19/2011 VERSION N0, L06 JOB NO: 11-0050 SHEET NO. 4 Q) U) A'0 VC P N Q) 4- E 00 000 (n In 6 E VVO a) ) cc ) 0 0 0 Fn dy 0 M -0 (D 'C': Qv I C') U 1C\1 0 CLO :3 0 CO 0 CL CO W¢ to 0 0 AN, B D. C, 11, 1: -v u -q" .W' & "9. *-.v '- f IN �- -65 M W Z - T ���"�F�i(3kIbfla 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. Co M Ln 0 z) 6 > r-, C) MM111111111 M (D M rN T --i M I C) 0 fu U- IN < W C:) (13 Ma U-) (1) Lr) C3 U) Mi T -i o OLU LL W- Z' I,- tu" L L, U F- U - z < 08 � n� CSI F— to z 0wW>- V T --i CL (8) 0 V) a VK 0 Z 00 z LU a: 62 Ln a) Q0 v) W F- < (A Z F - Ui z U Q u-1 a U (Y)LOL --s C) 0, 0 Z r LU C;y2 L� ZZ, LU 0 Lr) < - '0 LQ W F<- '5 0 , � ui F- n 101 2 >;� 0 - U C:) W W 0 LL Z!d &< -< -, 02 :D r'4 D < W CY 2: Li. z V) X z 0 (N T-1 < -12 L, . < U— Z LL LU > 0 0 :� LL SCALE AS NOTED PLOT DATE 01/19/2011 VERSION NO. 1m06 JOB NO: 11-0050 SHEET NO. 5 12'10" 1 W J'I \�✓., rQ \ II II 3A J 1 c_ y✓,� (n — J3 II — 14'10" TYP.( A U.N.O. II II II II II --II--- I� C 8'-0" Qeil. DA- q 1A 1B O (2) — 1C 1D A 1E TYP, V_ U.N.O. 1 L0 H rn � c� 8'-0" Ceil. �— 1H TYP. U.N.O. — 1J 1K 1L A 11'11"4 D1 60 r J3 %9 II , F J1 i/ II S4 EJ7 II ' 4 TYP. D J U.N.O. G (2)C TOP OF BM AT 10'-0" VERIFY W/ CORNER ELEV. 10'8" 1271 CJ ROP IP II II II II II II M II II II 7 2.5/12 Vault DROP HIP 10'-0" FLA EILING — DROP HIP — — — 2.5/12 Vault D1 = 2C = _ ::7-7 �0'- E — 26 = _ 2A i 4C EJ3 M = = _ uu a F SIM. S4 4 TYP. @ = D1 ENTRY. '-0" Ceil. r6 D1 A TYP. U.N.O. — 4A 9-411 39'10" 2 9 j TYP. S5 U.N.O. 19'10" 1 A i(2) � TYP. U.N.O. (�A S3 TYP. U.N.O. 0 N r N r Zr ED MARK O A B UPLIFT CONNECTION CROSS-REFERENCE SIMPSON STRONG TIE USP MANUFACTURING, INC. CONNECTOR CAPACITY SYP SPF FASTENERS CONNECTOR CAPACITY SYP SPF FASTENERS HETA20 1810 _ _ 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 1Od x 1 1/2" _ HETA16 181 9 - 10d x 1 1/2" HTA16 1615 v 1585 10 - tUd x 1 1/2" C H2. 600 535 10 - 8d RT7A 670 650 10 - 8d X 1 1/2" D H3 455 _ 320 g _ 8d RT3 _ 550 475 8 - 8d X 1 1/2" E META20 1450 } Q p gas 7 - 10d x 1 1/2" HTA20-18 1200_ 1120 10 - 10d X 1 1/2" F HHETA20 2235 12 - 10d x 1 1/2" LLj z G H10 990 850 16 - Sd x 1 1/2" RT16A 1030 1030 9-1Od X 1 1/2"& 8-1Od H MTT28B 4455 4455 24 - 16d MTS27B 4685 4029 24 - 16d J HTT22 5260 5260 32 - 16d SINKERS HTT22 5370 4618 32 - 16d K D2A* 277 5/8" DIA. BOLTS TD2 3435 2954 2 - 5/8" DIA. BOLTS L HD5A * 3705 3130 _ 3/4" DIA. BOLTS TD5 4180 3594 2 - 3/4" DIA. BOLTS M _B126A * 44 7/8" DIA. BOLTS TD6 6655 5779 _ 3 - 3/4" DIA. BOLTS N 1165/1115** 780/$ 7 5 ** 8- 10d x 3" JUS26 510/740 440/695 8-10d P HUS2-01550/3325** 1550/2540 ** 20 - 16d x 3 1/2" THD26 1875/3040 1580/2365 0 0 HUS28 220/5970 ** 2705/4510 ** 30 - 16d x 3 1/2" THD28 2330/3965 2015/3430 R MTS12 1000860 PLOT DATE: 01/19/2011 14 - 1 O x 1 1/2" MTW12 1195 905 _ 14-10d S MTS16 1000 860 14-10dx11/2" MTW16 1195 905 14-10d 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 _ "X" HTS 20 1450 1245 24-1Od X 1 1/2" HTW20 1530 1315 24-1Od X 1 1/2" SP1 585 535 10-10d SPT22 715 8-10d SP2 1065 605 12-10d SPT24 895 _ 10 - 10d H P2 605 520 12-1Od X 1 1/2" ' MINIMUM 3" MEMBER *` REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. NOTE; DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (++) (B) (B) (A) I I (+) 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD C0 EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FAS fEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("") (B) INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 50. PINE 112 OR H2 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 OR 2 PLY CARRIER - (A) INTERSECTIONS. SPLICING 12 x CON r LEDGER ROOF FRAMING PLAN A SCALE: Y4"=1'-0" NOTE: SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS (D 10 U) rQi V f- N v N LQro 0 ,C3 aa00o D_ (u O a)) w o"0E vi (� m th d o -p (j) C N c: W LL t -14 a O *wa 'krl C) o °o coo P 0 A44 a Do `IFU Q tl'9 ,y� ms 4 e z_ PA,, IS 11,- m U°. .t•-^� �m "moi^_' i Q 0 v ou Q, v y r :1 To the best of 641"igineer s kngyyle, e°anYd ,' S understanding, the sl, Luralplans and specifications comply wrtht'titg . gIgfida' Building Code, Residential wid 2 09 revisions signed and sealed for the shuclural portion of this drawing. �—t (y) N M � (1) M 0J)o > h (D p aimo Aw CL ' Q1 4 .o d- Li- n Aw Air a) �n Z 4-J o, ca L1�J J w LA) --� CD cv Lj j U mi r-11 SHEET NO. 6 L u- Z w wu-0 wZF-V) wm¢Lur oaC O g ,)00 O } Q p gas m"F F - -Z 1720 cti W �aU 0Orn a Uo O�QF-w0 ozU �a LLj z Ln C31 _ w 41Z i w�� �zUa w f {'� �S'A/ w 0 0 0 ul LL O O w u i+ Q0 ' P Lu� Z Lu 0 (� ¢;�QOQQ O i Q V ���0 !.� OLLZ- W A�i L 0 ? C) Q /� LL cy �0w LL LLJ 0 `- 0 za SCALE AS NOTED PLOT DATE: 01/19/2011 VERSION NO. lm06 JOB No: 11-0050 SHEET NO. 6 -- Q - - _ 8F8-1B/1T 8F8 -06/1T - - - 0 0 .„ 0 O O 8RF14-1B/1T8131714-06/1T 81`16-16/1T 8F16-0B/1T 81`20-1 B/1 T 8F20-OB/1 T U - 8RF6-0B/1 T Q_ <<1 c^� TYPE DESIGNATION N _ F = FILLED WITH W MIN. (1) REQ'D a�� pm o OU� W N GROUT / U = UNFILLED _ �O�za0 4 R= RECESSED Q ¢ Q O Q -�ZZ'<Z QTY. OF #5 CF) REBAR @ BOTTOM %�y 10 OF LINTEL CAVITY LU w I— C.M.U. fox EMT Fes- �z J a Lii azxo wo00� LU a r Z a tNOMINAL L QUANTITY OF zap-.Zz LU WIDTH #5 REBAR AT - • AT BOTTOM , v TOP M AS ND GATED 2�0�0 NOMINAL HEIGHT CL CY U- o Z 7-5/8"ACTUAL LU Lu #5 REBAR AT TOP MIN. (1) REQ'D GROUT 45 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) U' 8F20 -113-2T rte precast Ilntols = 3500 psi. Ec prestressod Ilntols = 6000 psi. broutod por ASTM 0476 Pg = 3000 psi w/ 8F24 -113/1T 81`24 OB/1T _ maximum 318" aggregate and 8" to l l" slump. - Voncrote masonry units (CMU) per ASTM C90 w/ minimum not area compressive strength = 1900 psi. : U• _ Robar per ASTM A615 Grade 60. O t o - Prestressing strand per ASTM A416 grade 4 270 low relaxation. 8F32 0B/1 T 81732 1B/1T ', 7/32 wire per ASTM A510. ?Aortar per ASTM C270 typo M or S. - - GENERAL INSTALLATION NOTES - O 01Provide full mortar head and bed joints. ° - 8F40 OB/1T 2.. Shore filled lintels as required. 0 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U -Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 81`44 1 B/1 T vertical cell reinforcing and grouting. O - O 8F281B/1T 8F28 OB/1T r) O ® U 8RF301B/1T 8RF40 0B/1T U 5, All lintels moot or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" moot or exceed U180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7• 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in-place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed In exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoed be checked for combine loading with the following equation: Applied vertical load Applied horizontal load Safe vertical load +Safe horizontal load "- '1 0 ALTERNATE POWERS STEEL LINTEL 45 REBAR AT TOP N ZOZ W MIN. (1) REQ'D a�� pm o OU� W N 1-1/2" CLEAR �O�za0 Q ¢ Q O Q -�ZZ'<Z CF) %�y 10 V! LU I— C.M.U. fox Q _— �og , a Lii azxo wo00� LU a (y)U0� � Lu zap-.Zz LU 0-1 a:wQ� - • AT BOTTOM w ¢ ¢ O O0 M AS ND GATED 2�0�0 00 —16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 0 LINTEL PLAN NOTES: -- 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. O POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION a@ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 0 O MIN. LINTEL1111K 11111 PLAN SCALE: %4"=1'-0" /I N a U) N V C (1j o N 0 v 'D 1= " ao -0 t7�� U fn O N ooI E V) cc m wV U r6 ai 7C)or.o N N C�c� m rt5 v= 0 N O p0 00 Q00 U7 Q f` LO 0 rn o NVC�6U CXC Do Z'k mgaea m Zvrlsr ; o fQ n O� '- U"' z • o 0 LL%Ot c0c� v Z �J �yi.go To tho best of the engineers kr3owleage and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. A VERSION NO. L06 JOB NO: 11-0050 SHEET NO. N ZOZ W W a�� pm o OU� W N wz~G w CO z z C �O�za0 Q ¢ Q O Q -�ZZ'<Z VERSION NO. L06 JOB NO: 11-0050 SHEET NO. N r=`1 '-' w z - ��o �W a�� pm o OU� W N a0ZO CF) %�y 10 V! LU I— Q a Lii azxo wo00� (y)U0� � zap-.Zz LU w ¢ ¢ O LU M 2�0�0 U CL CY U- o Z LU Lu �I u � �__Ja SCALE : A5 NOTED PLOT DATE : 01/19/2011 VERSION NO. L06 JOB NO: 11-0050 SHEET NO. 1. 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 A120 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-05 2.5. DEFLECTIONS: 2, 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 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: 1. 1. 1. ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 2,500 Psi 2,850 Ksi 1. 1, 2. ACI 530-05, ASCE 5/TMS 402-05 & ACI 530.1-05, ASCE 6/TMS 602-05 MASONRY WALLS AND LINTELS 3,000 Psi 3,122 Ksi SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM 0270-01a, 0476-01, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2005 EDITION, AND ALL 0 vi C ACCOMPANYING SUPPLEMENTS. ROOF FRAMING, SHEATHING AND UPLIFT 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC), 2007 EDITION, LOAD COMBINATIONS FOR LRFD DESIGNS: (INCLUDING 2009 SUPPLEMENT). 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN � LL 4.2.6. INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. TOTAL DL + FLOOR LL + ROOF LL 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE Q h TOTAL DL + FLOOR LL + WL TRUSS PLATE INSTITUTE TRI1-02. 1.2. DESIGN: TOTAL DL + WL 0 1.2.1. ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD 1.2.2. ACI 530-05, ASCE 5/TMS 402-05 & ACI 530.1-05, ASCE 6/TMS 602-05 4.3. COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. SPECIFICATIONS FOR MASONRY STRUCTURES. 4.3.1. 1.2.3. ASTM C270 -01a, C476-01, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES 4.3.2. 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2005 EDITION, AND ALL h NON -MOISTURE CONTROLLED. ACCOMPANYING SUPPLEMENTS. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC), 2007 EDITION, 4• MATERIALS THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI (INCLUDING 2009 SUPPLEMENT). 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS REINFORCING STEEL SHALL BE ASTM A615 -04a MIN. GRADE 40, fy = 40 Ksi specifications comply with the 2007 Florida DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM 4. 1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". THE ENGINEER OF RECORD. 4.4. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF, fb = 675 PSI, E = 1200 Ksi THE COMMENCEMENT OF CONS TRUCHON. CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A 4.4.1.2. FACE OF THE CONCRETE. FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND LL 4.1.4. BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 2. 1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF GREATER SECTION PROPERTIES. 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF C -I -P CONCRETE FORMED AGAINST EARTH: 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE 2.1.7. BALCONIES & DECKS: 15 PSF MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 2.1.8. TILE ROOF GROUT FILLED MASONRY: lY" TOP CHORD : 15 PSF 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A185-01 BOTTOM CHORD: 10 PSF ANSI/TPI 1-2002, BCSI 1 - 03 2.1.9. SHINGLE ROOF UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES F a O Z TOP CHORD : 7 PSF ACI 530-5 (MASONRY STRUCTURES) BOTTOM CHORD: 10 PSF CONCRETE: 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 2.2.2. GARAGE LOADS : 40 PSF PER FLORIDA RESIDENTIAL CODE R703.6.2 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4, BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. ROUND METAL PIPE: ASTM A53-01, GRADE B Fy = 35 Ksi i 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS 4.5.2. TOP CHORD MINIMUM: 20 PSF W BOTTOM CHORD (W/0 STORAGE) : 10 PSF (NON -CONCURRENT) 2.3. RAILING LOADS: NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". U CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR DIRECTION ON THE RAILING. APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A PRIOR TO INSTALLATION. HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL FOR IN THE PLANS ARE A MINIMUM. 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS ago HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SPECIFICATIONS. SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 2007 EDITION, AND CONDUCTED BASED ON A120 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-05 2.5. DEFLECTIONS: 2, 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 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: 4.2.1. CONCRETE TYPE 3.2. '1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: 2,500 Psi 2,850 Ksi C -I -P CONCRETE (NORMAL WEIGHT) HERNANDO GO. ONLY 3,000 Psi 3,122 Ksi MASONRY WALLS AND LINTELS 3,000 Psi 3,122 Ksi CRITERIA. INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX STAIRS AND FLOOR FRAMING 0 vi C ADDITIONAL CRITERIA. ROOF FRAMING, SHEATHING AND UPLIFT 4.2.4. 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: � LL 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : TOTAL DL + FLOOR LL + ROOF LL Q O ' °oma 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ Q h TOTAL DL + FLOOR LL + WL MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ rn V TOTAL DL + WL 0 4.2.7. 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD ACI- MCP 2004 STANDARDS. 4.3. COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 4.3.2. 3.4. DESIGN ASSUMPTIONS: h NON -MOISTURE CONTROLLED. 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI 4.1. REINFORCING STEEL: 4.3.5. 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 -04a MIN. GRADE 40, fy = 40 Ksi specifications comply with the 2007 Florida CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". MORTAR SHALL BE ASTM C270-4 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF, fb = 675 PSI, E = 1200 Ksi CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE ALL EXTERIOR FRAMING SPF, fb = 675 PSI, E =1200 Ksi 1 MalmoI- >�n 4.4.1.2. FACE OF THE CONCRETE. 4_j p1 fp J LL 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.3. YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. RECORD. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR 4. 1. 6. DESIGN COVER REQUIREMENTS: GREATER SECTION PROPERTIES. Oz w LL O 4.4.5. C -I -P CONCRETE FORMED AGAINST EARTH: 3" W ZF V) Wm¢z2W CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. C -1-P CONCRETE EXPOSED TO EXTERIOR: 2" WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE C -1-P CONCRETE NOT EXPOSED: MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. o¢¢0¢a 2 w 4.4.7. GROUT FILLED MASONRY: lY" ? Z J 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A185-01 Y4 ANSI/TPI 1-2002, BCSI 1 - 03 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-05 (STRUCTURAL CONCRETE) UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES F a O Z ACI 530-5 (MASONRY STRUCTURES) 4.2. CONCRETE: � 4.2.1. CONCRETE TYPE MODULES OF MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C -1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C -I -P CONCRETE (NORMAL WEIGHT) HERNANDO GO. ONLY 3,000 Psi 3,122 Ksi C -I -P GROUT 3,000 Psi 3,122 Ksi PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. IF CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC 105.11- "A permanent sign which identifies the termite treatment provider and need for re -inspection 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 heads shall not be installed within V-0 of the building side wall. 4. FRC R704- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 Inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R320.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R320.1.2 - Soil disturbed after the Initial treatment shall be retreated including spaces boxed or formed. 7. FRC R320.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R320.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FRC R320.1.5 - C n rete over our Ind mortar along the foundation perimeter must be removed �iecfore exter'or sotreatment. 10. FRC R320.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R320.1,6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC R320.1 - 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 1'4" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR -A -COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA -C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA -C, MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA -A, OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (I524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR, 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE, INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION 8308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6.OUIBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SEC FION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL (WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308,2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED 120 MPH WIND IMPORTANCE FACTOR -- (IW) = 1.0 WIND EXPOSURE -- "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= +1- 0.18 ENCLOSED BLDG) DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'4" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 120 MPH + 33.4 PSF / - 44.8 PSF (END) U.N.O. TYPE: 5B + 33.4 PSF/ -36.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V =120 MPH) SINGLE 9x7 +27.6 PSF / -31.2 PSF DOUBLE 16x7 +26.4 PSF / -29.4 PSF NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y811 DRYWALL SCREWS AT 12" Q.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: THE EOR HAS VERIFIED THAT HEM FIR WOOD STUDS AND FLAT MATERIAL CAN BE SUBSTITUTED FOR SPRUCE PINE FIR LUMBER PROVIDED THE SAME MATERIAL GRADE NUMBER IS USED. ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP 69j, BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL L CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR 0 vi C ADDITIONAL CRITERIA. cD q) 70 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED O p O 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN rn o ai ACCORDANCE WITH THE SPECIFICATIONS AS STATED. � LL 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 'gag ��"�N U 4;.4 Q O ' °oma 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ Q h LO MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ rn V CONTRACTORS DISCRETION. 0 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL P ACI- MCP 2004 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. e����e•� ,�9d�T J9u. 6a 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-03, TYPE II h 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 LLI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE understanding, the structural plans and specifications comply with the 2007 Florida CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. signed and sealed for die structural portion of this 4.3.6. MORTAR SHALL BE ASTM C270-4 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: r 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF, fb = 675 PSI, E = 1200 Ksi ALL EXTERIOR FRAMING SPF, fb = 675 PSI, E =1200 Ksi 1 MalmoI- >�n 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF, 4_j p1 fp J LL STUD QUALITY OR BETTER Ila') N 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 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. Oz w LL O 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN W ZF V) Wm¢z2W 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. o¢¢0¢a 2 w 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN ? Z J 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 F a O Z 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 i 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 W GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. WQOOLIJ 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS S / Jd FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". U 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER 40 W PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED s FOR IN THE PLANS ARE A MINIMUM. a 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS ago ® STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND j W ¢ Qd SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED']' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO Z INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE LL1 > 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 CL 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: PLOT DATE : 01/19/2011 VERSION NO. E = 2,000,000 PSI JOB NO: 11-0050 SHEET NO. Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 01. 4.7.4. STEEL TUBING: ASTM A500 -03a, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS, CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN, 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FRC 2007 W/ 2009 REVISIONS, RESIDENTIAL SECTIONS R320.1, R320.2, R320.3, & R704. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-00 TERMITE PROTECTION - PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. IF CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC 105.11- "A permanent sign which identifies the termite treatment provider and need for re -inspection 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 heads shall not be installed within V-0 of the building side wall. 4. FRC R704- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 Inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R320.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R320.1.2 - Soil disturbed after the Initial treatment shall be retreated including spaces boxed or formed. 7. FRC R320.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R320.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FRC R320.1.5 - C n rete over our Ind mortar along the foundation perimeter must be removed �iecfore exter'or sotreatment. 10. FRC R320.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R320.1,6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC R320.1 - 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 1'4" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR -A -COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA -C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA -C, MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA -A, OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (I524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR, 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE, INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION 8308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6.OUIBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SEC FION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL (WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308,2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED 120 MPH WIND IMPORTANCE FACTOR -- (IW) = 1.0 WIND EXPOSURE -- "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= +1- 0.18 ENCLOSED BLDG) DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'4" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 120 MPH + 33.4 PSF / - 44.8 PSF (END) U.N.O. TYPE: 5B + 33.4 PSF/ -36.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V =120 MPH) SINGLE 9x7 +27.6 PSF / -31.2 PSF DOUBLE 16x7 +26.4 PSF / -29.4 PSF NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y811 DRYWALL SCREWS AT 12" Q.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: THE EOR HAS VERIFIED THAT HEM FIR WOOD STUDS AND FLAT MATERIAL CAN BE SUBSTITUTED FOR SPRUCE PINE FIR LUMBER PROVIDED THE SAME MATERIAL GRADE NUMBER IS USED. ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 69j, L N 0 vi C L N F- � cD q) 70 (9 o 0r,0000 O O p O V,, Mcqv rn o ai C r6 � LL _E OYN o 'gag ��"�N U 4;.4 Q O ' °oma Q h LO 0 rn V 0 Do N•G�e �II�C \7• P . a a a �, �Qi� ��9• e����e•� ,�9d�T J9u. 6a ivy f L7 (V,o h LLI 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 die structural portion of this drawing. C'-) N M r 0 1 MalmoI- >�n AV cj� �- 4_j p1 fp J LL LLI o Ila') N � � mi 0 Oz w LL O W ZF V) Wm¢z2W Uo�zo0 o¢¢0¢a 2 w ? Z J QQACLo Z) Uo v20�W N T-1 F a O Z T_­11��=w J � S 0) ko i LU W � 3 ¢ZUo W WQOOLIJ S / Jd U � O C W O E z o - Z Z 40 W M O~ww�Q� 2 s >�O4 C a < W `G ^ Q � Q Q a ago ® s V j W ¢ Qd ¢LL LL Z LL1 > CL SCALE AS NOTED PLOT DATE : 01/19/2011 VERSION NO. 0) 6 JOB NO: 11-0050 SHEET NO. COMPONENT & CLADDING DESIGN PRESSURE RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" 0. 0. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) USP HTW20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.G. 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" O.G. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) USP HTW20 OR (3) 16d TOENAILS "TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. ** SOUTHERN YELLOW PINE, 55 PSF LOADING RAFTER TO RIDGEBEAM). COMPONENT & CLADDING DESIGN PRESSURE USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE (120 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30feet, Importance Factor=1.0) UFLIFT CAPACITY LATERAL CAPACITY ROOF CONNECTOR WALL LATERAL CAPACITY TRIBUTARY AREA (ft`) ( 3.Y.P. #2) 1 (S.P.F.) (S.Y.P. #2) 1 (S.P.F.) MASONRY APPLICATIONS MASONRY APPLICATIONS HTA'16 1615 1585 590 ZONE 1 ZONE 2 ZONE 3 ZONE 4 335 7-10d x 1 1/2" ZONE 5 10 20.9 -33.2 20.9 -70.1 20.9 -70.1 36.3 335 -39.3 7T16 36.3 -48.6 20 19.0 -32.2 19.0 -63.6 19.0 -63.6 34.6 HTT22 -37.7 4618* 34.6 -54.4 SO 16.7 -31.1 16.7 -55.0 16.7 -55.0 32.5 1850 -35.6 16-10d & 5-1/4"x3" Wedge bolts 32.5 -41.0 100 14.7 -30.1 14.7 -48.6 14.7 -48.6 30.8 8-10d & (1) 3/4" A.B. -33.9 1350* 30.8 -37.7 125 14.7 -30.1 14.7 -48.6 14.7 -48.630.8 LTTI31 2310* -33.9 -- 30.8 -37.7 NOTES: 1 FOR EFFECTIVE AREAS OR WIND SPEEDS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE BY MULTIPLYING BY ADJUSTMENT COEFFICIENTS IN TABLE R301.2(3) OF THE FLORIDA RESIDENTIAL CODE 2007 FRAME APPLICATIONS 3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING RT7 .585 585 SURFACES H2.5 415 UPLIFT CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE CONNECTOR UFLIFT CAPACITY LATERAL CAPACITY FASTENERS CONNECTOR UPLIFT CAPACITY LATERAL CAPACITY FASTENERS ( 3.Y.P. #2) 1 (S.P.F.) (S.Y.P. #2) 1 (S.P.F.) MASONRY APPLICATIONS MASONRY APPLICATIONS HTA'16 1615 1585 590 10-10d x 1 1/2" META16 1450 1247 335 7-10d x 1 1/2" HTA20 1615 1585 590 10-10d x 1 1/2" META20 1450 1247 335 7-10d x 1 1/2" 7T16 4290* 3689'` -- 18-16d & (1) 5/8" A. B, HTT16 4175* 3695* - 18-16d & (1) 5/8" AT HTT22 5370* 4618* -- 32-16d & (1) 5/8" A.B. HTT22 5260* 5250* __ 32-16d Sinkers & (1) 5/8" ATR LUGT2 1850 1850 __ 16-10d & 5-1/4"x3" Wedge bolts LGT2 2150 1850 __ 16-16d Sinkers & 7 - 1/4"x2 1/4" Titen LTS19 1390* 1195* -- 8-10d & (1) 3/4" A.B. LTT19 1350* 1305* 8-16d Sinkers & (1) 3/4" ATR LTTI31 2825* 2429" -- 18-10d x 1 1/2" & (1) 5/8" A.B. LTTI31 2310* 2310 -- 18-10d x 1 1/2" & (1) 5/8" ATR FRAME APPLICATIONS FRAME APPLICATIONS RT7 .585 585 '170 10-8d x 1 1/2" H2.5 415 365 1.50 10-8d x 1 1/2" RT16 1030 1030 645 16-8d x 1 1/2" H10 990 850 525 16-8d x 1 1/2" RT16-2 11160 975 410 16-8d x 1 1/2" H10-2 760 655 39.5 12-10d S PT22 725 623 260 8-10d S P 1 58.5 .53.5 -- 10-10d SPT24 1085 933 260 12-1 Oct S P 2 1065 60.5 -- 12-10d SPT4 1075 924 - 6-10d x -1 1/2" SP4 885 760 -- 6-1 Oct 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" ATR LUGT2 2260 '1956 440 32-1 Oct LGT2 2050 1785 -- 30-16d Sinkers HTW20 1530 1325 95 20-10d HTS20 1450 1245 -- 20-1 Oct LSTA'18 1235 1110 - 14-10d LSTA18 '1235 1165 -- 14-10d LSTA24 1235 1235 -- 16-10d LSTA24 '1235 1235 -- 18-10c1 LSTA30 1640 1640 -- 22-10d LSTA30 1640 1640 -- 22-10d LSTA36 1640 1640 - 22-10d LSTA36 1640 1640 -- 24-1 Oct HUNG APPLICATIONS HUNG APPLICATIONS HUS26 1925 1655 -- 20-16d HUS26 1550 1 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 THDF1210-2 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. w m ROOF DIAPHRAGM NAILING SCHEDULE PRE -FAB CHIMNEY CAP RIDGE LINE FLASHING 0.1 i 2"x4" BLOCKING (SEE MANUF. USP SPT24 AT SPECS. FOR MINIMUM DISTANCE) + + EACH JOINT TYP. r I I '-0" (TYP.) I 6'-0" \PRE -FAB CHIMNEY + I I TT � +I +} I 15/32" CDX + + SI T T T ¢ o i IN HEIGHT + 7/16" OSB + + + z cc + + + T++ ++ + I + + + + + I T + -++ I + + + [ + + I + + + I 0.1 i 2"x4" BLOCKING (SEE MANUF. USP SPT24 AT SPECS. FOR MINIMUM DISTANCE) EACH JOINT TYP. \EXTERIOR FINISH \PRE -FAB CHIMNEY cBLOCKING } Co) MID POINT 15/32" CDX WHEN CHIMNEY EXCEEDS 6'-0" PLYWOOD OR ¢ o i IN HEIGHT 7/16" OSB z cc cc Q o GALV. METAL \1/2" SHEATHING OR O.S.B. LU a o FLASHING\ T N.- `t . 2"x4" STUDS @ 16" 0 C MAX RIDGE LINE o� ' 120 MPH SECOND GUST EXPOSURE "C" WIND ZONE 120 MPH 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. INTERMEDIATEX4 GALV. MTL. FLASHING 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 CRICKET \ 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH //-TRUSS TOP CHORD 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER X 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 318" RING SHANK COIL GUN NAILS MAY BE USED USP HTW20 @ EA. CORNER 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. '--DOUBLE 2"x4" BLOCKING SECTION ��A-A�� w/ 1/2" PLYWOOD FLITCH 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. SC 1 A E. 3/4 -1 -0 M% - w _ F ATTACH BLOCKING ° TO TRUSSES w/ USP USP FITW20 @ EA. CORNER SLOPE USP \ MP -34 ANGLE TYPICAL � MUGT15 TYP e GIRDER TRUSS PRE-ENGINEERED WOOD TRUSSES ° - / iEL iC 2X TOP PLATE 5/8,10 -PRE CHIMNEY ASSEMBLY THORT ° " CRICKETCC % / - - T <A -~ 2 X B.U.0 - - USP ' "'_�2"X4" @ 16" O.C. MAX. MUGT15 TYP. 1 (2) 2"x4" BLOCKING w/ \1/2" PLYWOOD FLITCH TYP. TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL CHIMNEY PLAN I SCALE: 3/4"=1'-0" FILL CELL STD. 900 HOOK BOND BEAM IT Q STD. 90° _-' 7 \\ CONT. #5 BARCONT. #5 HOOK \ BAR #5 CONT. FROM TOHIGHEST \\ '� \ BOND BEAM HTA 20-18 /HTA 20 INSTALLATION @ MID SPAN BOND BEAMS STEP SCALE: N.T.S. LOCATION OF - NOTE:UPLIFT VALUE SECOND RT16 IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2 NAILS UPLIFT = 1030# TYPICAL RT16 INSTALLATION 4" MIN. EMBEDMENT - 't SEE SCHEDULE FOR - I� SIZE AND QUANTITY - OF FASTENERS 1� TYPICAL HTA 20-18 / HTA 20 INSTALLATION TYPICAL MTW INSTALLATION TYPICAL HUS INSTALLATION VERSION NO. 01/19/2011 (1) LAYER UNDERLAYMENT FOR ROOF PITCH 4:>12 & (2) LAYERS UNDERLAYMENT FOR ROOF PITCH 4:<12. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 12 -HURRICANE ANCHOR @EACH -- (TYP.) TRUSS (SEE UPLIFT SCHED.) W/ 5/8"OR 1/2" HIGH STRENGTH = TRUSS BOTTOM CHORD OR 2x4 BLOCKING TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ VARIES METAL PL. UNDER EA. TRUSS 5 „ „ 5/8"OR 1/2" HIGH STRENGTH - (U.N.O.} (OR / GYP. TYPE "X" @ W/ 2-16d TOE NAILS @EACH END 2-16d TOED NAILS @ EACH END GARAGE W/A HABITABLE ROOM (U.N.O.) (OR %" GYP. TYPE "X" @ MOISTURE BARRIER SEE UPLIFT SCHEULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) - SEE UPLIFT SCHEDULE FOR UPLIFT INSULATI N BAFFLE _ __� ROOF COVERING CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 WHEN 7/16" O.S.B. MIN. SEE ROOF S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW - TRUSS ALIGNED WITH STUD BELOW TOP PLATE S.P.F. DOUBLE NAILING SCHEDULE ON SHT. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE SN1 - 3/8" MORTAR BETWEEN COURSES USP SPT24 - 1= ELEV. VARIES CONNECTOR �,. � 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 �,. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.G. U.N.U. 5/8" OR 1/2" HIGH ` ` "__ _ __ = _ CONNECTOR I 1/2" CDX PLYWOOD OR 7/16" O.S.B. -->-- ALUMINUM DRIP SHEATHING REQ'D, FOR ALL 1 ROW 2x BLOCKING @ MID HGT. FOR WALL STRENGTH CEILING EDGE r-- - l -- -- - - --- ) (1) ROW 2x BLOCKING @MID HGT. FOR WALL BOARD PER CODE (OR 5/8" EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS — HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS ALUMINUM FASCIA I GYP. TYPE "X" @GARAGE INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". FOR WALL HGT. > 8' 6". W/A HABITABLE ROOM 12" N. 0. 2x SUB FASCIA ! I SHEATHING W/ 8d COMMON NAILS @ �.� _- INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN ABOVE) W/DRYWALL 12" VENTILATE 4" O.C. , BOUNDARIES, 6" O.C. @ SCREWS @ 7" O.C. SOFFIT 8"x4"x16" NOMINAL ! - 3/s" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD BLOCK WITH 3/8" SLAB & BLOCK SP SPT22 CONNECTOR ° „ SP SPT22 CONNECTOR CEILING & 8 O.C. WALLS _ _ -_JL_ _ - _ _ _ _ _ 5/8' x 10' J" BOLT c� 24' O.C. W/— < 8"x8"X16" KNOCK -OUT MORTAR BETWEEN = 5/8 x 10 J BOLT @ 24' O.C. W! 2"°x3/16" PLATE WASHER TYP. INSULATION PER - BLOCK W/ 1#5 CONT. COURSES CUT TO 2' x3/16' PLATE WASHER (TYP.) ALT: 1/2"x12" TITEN HD @(24" ) CHART ON FLOOR SLOPE. I '' ELEV. V-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE ( 2x P.T. BOTTOM PLATE FILLED SOLID W/GROUT �_ 1 O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR PLAN ----- - I - I�- -- -- �� ,� A.F.F. @ 24" O.C.) 21' x 6 W1.4 x W1.4 @ 24" a.c.) 211 6 x 6 W1.4 x W1.4 1x2 P.T. HORIZONTAL ELEV. -0-4 1/2' ' WWF OR FIBERMESH WWF OR FIBERMESH NAILER 8" C.M.U. TYPICAL _�� c� 3112" MIN. 31/2" MIN. , A.F.F. \_ ELEV. -0'-3 1/2" �� l • i_ STD.90 (SEE DETAIL) v o ° i -i_ t -�� A.F.F. o ° TYPE "S" MORTAR 2x4 CONT. w b _ f if1=2�-r �. �1�'I rll Irr I Irn S L —I z / I I' III- III 2" m n. z / z" m'n. ,• � ; N � � — rl=rfi—rn—rr ' � 4 �—I� —III—I 11— � �-m-�-�—r�i=i ' � ®. _ — _ >`` - _ >� I_III illl- 31/2"(min.) - 4" III -1 I I_ i .f III III—III 31/2"(min.) - 4" -1 I-1 I I _ fly 11= I I 1=1 - GARAGE DEPTH VARIES _rrl-fii= �Trl-gin--II1-11=1 I I. m�rrf-r hE1 I I=� ARCHITECTURAL -- �_ IL -111— = I I =1 I1=1 I I=1I I-III—III= =1I =111- 1- III=III-III-III--111=III; P FINISH a. !_ = E'' 1111 111„11111; ;,III—1j— I=1 I—III 1111 ;1111 1,;,811- 1x2 PT WD FURRING @ 24" O.C. (2) #5 CON T. 4 1 4 8" (2) #5 CONT. 4" "'-"' 41- 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. MIN. U.N.O. MIN. U.N.O. CELLS (SEE TYPICAL BEARING WALL STEP FOUNDATION PLAN GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C C CC FOR LOCATIONS) SCALE: 314"=1'-0" "SHEAR WALL" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" 1x4 P.T. BASE NAILER 53 53 "3,) 4"x4" INSPECTION 3 114" BASEBOARD PORT AT EACH FILLED CELL TYPICAL \N°°oS MIN. 2500 PSI CONC. SLAB G° ��E4� MIN PSI MAY VARY PER AT GARAGE CONTRACTOR ° TO CUT BLOCK OR POUR 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING MUNICIPALITY. CURB DUE TO SLOPE NAILED W/ 8d COMMON NAILS @ 4" O/C CONCRETE SLAB W/ 6X6 4 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. NOTE:EXTEND ���UMS W1.4XW1.4 WWF OR DECO FINISH 4" to 6" 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 1� Mia °°� "FIBERMESH" BELOW GRADE LOAD BEARING OR (2) ROWS OF 2x BLOCKING @ \ / c°N (1) ROW 2x BLOCKING @ MID HGT. - • EXTERIOR WALL ��, 8" C.M.U. THIRD POINTS J 2x STUDS @ 16" O/C �% C FOR WALL HGT. s 8' 6". (2) _ 'v _ NSULATION PER CHART ON FLOOR PLAN NOTE: @ ROWS 2x BLOCKING 3rd PTS ' o'� - z 1"x P.T. STUD SEE SECTION C/S3 FOR „ FOR WALL HGT. > 8 -6 . #5 VERT. IN FILLED CELL .t 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE co SEE CC/S3 OR cit 6 MIL VAPOR I I I. '� =III-III-rTI- G/S3 FOR ANCHOR \\ _ 5/8"° x 10" "J" BOLT 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 318" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE. -1 I III= 5/8"x6" "J" BOLTS BOLT @ BARRIER �_ �'p V III - BOLT INFO. PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK 5/8"- EXPANSION BOLT @24"O.C. COMP. SOIL. -1 I U III= r (IF NO UP LIFT ON @ 24" O.C. VERT. OR — 2x P.T. PLATE „ _ II 5/8" x 6" EPDXY BOLT OR USP SPT22 @ EA. STUD W/ 7 EMBEDMENT (MIN. SHEAR_ III— rr—rr�rry -{I I WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ 3500# MIN. TENSION 2600# (COMPACTED TO 95% -111 I I =1II=111= II= \ (6) 1/4"x3 1/4" TAPCONS SPACE ANCHOR ) III- III- I i I -III i _ I 1 I k 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP #5 REINFORCING MODIFIED PROCTOR USP SPT22 TYP. SPACED EVENLY FIBERMESH BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 ASTM D1557) \ �,-WEEP SCREED INSTALLED - BAR END OF 2" x PLATE WWF OR FIBERMESH =- 2x P.T. PLATE r , w 3" MIN. CLR. PER MANUF. `� a p (2) #5 REBAR CONT. .= ASSUMED FINISHED o #3 OR #4 REINFORCING BAR MIN. Fy= 40ksi _w11 ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE u u GRADE N I? ..._..�__._.__...__ o ��;_ ... ' b z #3 & #4 LAP SPLICE D DETAIL) _ a -111=111_111- Q - 1 I-II1-111rr 111- FINISH GRADE L 25" Mw. LAP -111-111-I '' I I_I I I-III=III U.N.O. MONO OR STEMWALL-� z M rrn n= � � A TYPICAL WALL SECTION A FOOTING MONO SHOWN l— _ -III-111- III- I 1=1 I=111- -III=1 -111 �, �� _ «� W =III -1 I I I,� FORCLARITY \ °° 6 MIL VAPOR BARRIER `'1=1 I I 1 I P .' I I-III=111-1�-��. „ o� !- _ L !' ' 1=1 I (I ° III=III=III=III=, #5 REINFORCING BAR R 1 7/8 _ I - _ I I_III-111-111- I 1111 11-111 SCALE: 314" = 1'-0" S3 � 11 I� i, � -,; '' I I!- z I I 1 I P: 11=1 I I-III=III=I 1 I: I-= III -I I I -I 11-I 11 1 1 1=111 111- . I:,' I I I I I I1= 11=1 I I -I I1=1 #5 LAP SPLICE -- (2) #5 coNT. -I 11=1 11-1 I I- 11- I- 11- _ _ NOTE: =' ' I' 1 I_ N III a . . I I=1 I I=1 I=111=� I' ON 3" CHAIRS _ _. I COMP. SOIL. (COMPACTED TO - ° I I -i I i ! 36" MIN. LAP 8" V-4" 8" "FOR BEARING WALL L__ I' I J I' 1 : II-_-rr>✓ I� rl=rri -rr------- (TYP.) (1) ROW 2x BLOCKING @MID I 95%MODIFIED PROCTOR ASTM I- 11=1 I I III I 11=111=1 -I 1 I=1 I'- �- rLh-� r- n— tr H — — 10 HGT. FOR WALL HGT. s T-6". (2) W/UPLIFT ONLY I -, 1 I -I -I III ,... I I I'; i I III ,.III D1557 1I ISI I I -III -111-1 I' 1 1=� I I-' — I I-1 I I I—I"I-III III #6 REINFORCING BAR #5 STD. 90 HOOK 2x #2 SPr STUDS I ; __ III ! l l _:I L_ I ) 4.. 1,_4„ @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS : I 1 ! 16dTOENAILS T&B FOR WALL HGT. >8'-6". 11 -ill,, #6 LAP SPLICE TYPICAL INTERIOR BEARING 112" 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" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 2x P.T. PLATE 1/4" DIA . X 3 1/4" TAPCONS @ 24" O/C & SLAB INFORMATION. SLAB INFORMATION. @ 6" MAX FROM END OF 2 x PLATE (2)#5CONT . ON 3" \ 6x6W1.4xW1.4 �`` CHAIRS (TYP. co 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 1 3 1/2"(min.)-4" - WWF OR FIBERMESH G p _ .. D ° P. - - - - _ - • `' ° 4_• ''v GRADE -III-III-I I I_I 111=111=1 I I -III_ G 11 f I I=III=111=I I I=111�111=1 I I Ll=lll-lll-SII=LTI=�I� ° I III-II1=1II'- ' I. I I I I -III -I 1=1 III=1 11=1 I I-1 I I, I -! 11= "1=1 I I-1 I I-1 1=1 I I III I I-1 I I I I 1=1 11=1 I l i I I 11- -" I=1 11=1 11=1 11=1 1=1 11=1 1=1 11=1 I I -III -I 1' ' =1 11-1 11-1 11= I I- 11-I I I- 1 -II I -I I_I 111 -1 I I II I I I� I I 11111 I IE]i 11� � 1111=11' 4„ I I �I I I s., li�fl - I MIN. 1/2" GYP. BD. TYPICAL THICKENED SLAB EDGE L TYPICAL INTERIOR BEARING P.T. 2x 2 , HOLD GYP. BD. - WALL W/OUT UPLIFT GG \ �, 1/2 FROM SLAB SCALE. 3/4-1 0 �� S3 SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" 53 0'-0" ____� GONT. BEAD SEALANN_ FOR ADDITIONAL SLAB — INFORMATION. BLOCK WALL BEYOND INTERIOR 2X STUDS @ 24" O.C. U.N.O. OPT: DEPRESS SLAB 5%Z' DEEP EXPANSION JOINT - -3 1/2" �� VARIES C� MASONRY WALL AND - AND 6" BEYOND DOOR TO PAD FOOTING BLOCK WALL BEYOND 13 O.H.D. RECESS E � ;� �_� GARAGE 1 vz° RECESS FOR 6 x 6 W1.4 x W1.4 � RECEIVE PAVERS /DRIVEWAY / - N =1/2" GYPSUM WALLBOARD U.N.O. S.G.D. (U.N.O.) WWF OR FIBERMESH 8" MASONRY WALL -� CONCRETE SLAB r CONCRETE NAILS W 1 112' E EXTEND FILL CELLS M = W/ DRYWALL SCREWS @ 8"O.C.-- 1Q _ —� EMBEDMENT @ 12" O.C. TO FOUNDATION PAD = O.H.D. RECESS STAGGERED, FROM BOTTOM - INSULATION PER CHART e • MAT REINFORCING. PAVERS ? a r� CONT. FOOTING STEEL N M -rrr -_- -__ _ _- Y PLATE TO CONCRETE ON FLOOR PLAN a rfi=rlr _ "'11 I I =1 J I III=1 -III I� ' t - M MIN. SHEAR 180# MIN. CONT. BEAD SEALANT C - _ - -_ 4_ _ ° °• . 4 --- 117 z 1 .: _ I . ;� ' ° "• 111-111 ��� , . II _ _ � - •� = IL-III=III=III=III_ 4 ' � III . - _ RAD>� J _ - . a. TENSION 120#) CONCRETE SLABS 6 x 6 W1.4 x W1.4 N GI I - _ _ _ I -III II 14111= - - r 1= " II_ 0 w • • ,rr rr i Irr rr III-� I I- ' a ' I I-1 I I =1 WWF OR FIBERMESH M i l_ 4 �' 1=1 I I- w I -LU z _I _ v 711 owcwi�w� - 111111II� y: 1111111=_ \I z III-III=111 ' ` - - _ - - - III. _ _III -111- a'. 4L, I 4 < . - - - - - - • r-;-, j 111111. o s � - IeIII=III..:. � - , ::� _ - � � I ®, � SEE A/S3 OR J/ss -I I I_ I I I ,111, , 11$111= M 6 MIL VAPOR " = _ _ _ _111, , ,111-11 �,-II 1-111 ,� I „ ! q _ _ — w re -_� FOR REINF. INFO. I I 113„MIN. CLEARANCE BARRIER ”; FOR REINFSINFO. 4 1-4 8 I; 1 I. FOOTING v �II III II I q. 1111111- jl'ii _ ' . BEYOND a V-4" (1 STORY) OPTION #1 PAD REINFORCEMENT 3' MIN. CLEARANCE SEE A/S3 OR J/S6 -I I 11 I= I I= I I- I1- SEE TYP. WALL SECTION FOR ADDITIONAL (SEE SCHEULE) t I i I 1' 8" (2 ST RY) 4" 4" SLAB INFORMATION. SEE SICHEDWIDTH ULE FOR REINF. INFO. 3" MIN. CLEARANCE V 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. DETAIL N 1' s" (2 s7oRP�) 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. GARAGE DOOR SLAB RECESS ADDITIONAL INFORMATION. 53 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ti *% %4.0 a fj 41% lJ �' roW(D N a) E 0 U �00 0 L T 9 b m w U �'o ani c N cu:) _2" m C 0YN O �s U � O 0 0 0_00LO 0 N � weir rx V jr yqy'-°kyii.©bUOD�m lIO a.�z„Y". �. ro `vJ a a�spp. 'CA !.. a I fy� ✓ t om a -r O o2 Z U � o To the best of the engineers knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential witfr 2009 revisions signed and sealed for the structural portion of this drawing. AMhM O '- M CV will M Z ;� ®� d �_ n c) C)Q�cm� I Ct -L T-11 ( r ❑ � d" > LL � ry–L Z 17 .� son cn ro ...J J O Ry Lr) _v � V �-f 0 QZ w uQ w ®I W z 1- a 0Ezoo Oz¢OC2L: N Z Z �J C]'-QU F N �I I apz0 Z T l� LL J cn w!�� C In ,e LU w0 U, 00� ��m o -W� U p� 1 O ZdZZ dr WW000a LLQ O Lr) 1W w O LL Z WAS 0�yxLL0 N ¢0 LU a~ LL LL LU z SCALE AS NOTED PLOT DATE : 01/19/2011 VERSION NO. 1m06 JOB NO: 11-0050 SHEET NO. OR 2ND FLOOR SEE TYPICAL WALL SECTION 1/2" MINIMUM CEMENT FINISH ... TYPICAL CMUWALL —PRF -ENGINEERED WOOD TRUSSES @ 24" O1C 12 `- r SEE ELEV. �- 3/4" FURRING STRIPS `_ __- (TYP.) UPLIFT CONNECTOR SEE SCHEDULE STANDARD 3' DIA. TEE ( ) THREADED 3" DIA. EXTENSION1/2" GYPSUM BOARD DOUBLE 2"x4" S.P.F. TOP PLATE - ��=�=_ SCREW OFF CAP (3" DIA.)W/ DRYWALL SCREWS FOR CLEAN-OUT 8" O.0OR 4d 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" --_ 7/8" STUCCO FINISH PER ASTM C. 926 -\� @ . - DRYWALL NAILS MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK - WALL IS 1 1/2" MAXIMUM DOUBLE 2x TOP EXTENSION FROM EXTERIOR PLATE FACE OF BLOCK WALL IS 2 1/4" - INTERIO WALL - - _ TO DRAIN 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE EXTERIOR TO BLOCKING WALL CLEAN-OUT A WALL -(2) 2x HEADER SCALE: N.T.S. S4 PER PLAN R �❑ f ❑ ❑ F7 SOLID AREAS ARE STEEL AND GROUT DOOR OPENING ❑ ❑ ❑ ❑ DOOR OPENING -) F - ❑ ❑ MASON TO LAY BLOCK AS SHOWN ABOVE, EVERY COARSE MUST BE BONDED TO THE �� LAYERS 3/8" THICK EACH. 3RD LAYER SOLID AREAS ARE F111 - -_ 1/8" THICK. ❑ 2x BOTTOM PLATE W/ (1) 10d @ 8" -„_ APPLY 3 LAYERS W/ TOTAL THICKNESS CARRIER/GIRDER TRUSS =_ 2" x 4" WALL 7/8” OVER METAL LATH. FIRST 2 MASON TO LAY BLOCK AS SHOWN ABOVE, EVERY COARSE MUST BE BONDED TO THE �� LAYERS 3/8" THICK EACH. 3RD LAYER SOLID AREAS ARE __ - -_ 1/8" THICK. STEEL AND GROUT SHEETS FOR INSTALLATION INFORMATION BY _ USP HTA20 @ EA. STUD • LMAIN 2 X 6 (MIN.) FRAME CRICKET AS REQUIRED FULL 8x8x16 BLOCK USP SPT24 @ EA. STUD - y TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D BARRIER ROOF TRUSS DOOR OPENING - 1/2" EXTERIOR GRADE SHEATHING UPLIFT CONNECTOR SLI. FASTENED TO TRUSSES WITH 8d SCALE: N.T.S. S4 8"X8"X16" BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) K.O..GROUT COMMON WIRE NAILS @ 4" O/C -�1 1 , (3) BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) 12SEE TYPICAL WALL SECTION O/C FIELD 10 S 2X4 PT STUDS @ 16" O.C. �- PRE-ENGINEERED WOOD ` (TYP) SEE ELEV. (2) 2X4 PT STUDS UNDER HIP 2x BOTTOM PLATE W/ (1) 10d @ 8" NO. OF JACKS & STUDS 1ST COARSE 2ND COARSE V 3RD COARSE CARRIER/GIRDER TRUSS =_ 2" x 4" WALL VARIES O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE, EVERY COARSE MUST BE BONDED TO THE SIZE JACKS REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE STUDS V SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. USP HTA20 @ EA. STUD • LMAIN 2 X 6 (MIN.) FRAME MANUFACTURER. 0 __ SPAN MOISTURE WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D BARRIER ROOF TRUSS 1 4'- 9' UPLIFT CONNECTOR SLI. SCALE: N.T.S. "4,) SCALE: N.T.S. S4 8"X8"X16" BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) K.O..GROUT -16' -�1 1 , (3) AND FILLED 1 #5 VERT, IN CONC. FILLED CELL (3) 12SEE TYPICAL WALL SECTION `-MASONRY WALL 10 S �- PRE-ENGINEERED WOOD ` (TYP) SEE ELEV. SEE SECTION AA/S1 W/ STD. 90° HOOK IN K.O. BLOCK - TRUSSES @ 24" O/C = _ w JAM Vr"DIA. u. Mkl r A ��� yy���� YSL�.1j . - =` UPLIFT CONNECTOR ADDITIONAL DETAILS .. ou x 5/8"DIA. x 8" J -BOLTS AT 6-3/4", 41-314", 71", AND 96-3/8" ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E `• _ ,= `L (SEE SCHEDULE) DOUBLE 2x4 SPF #2 KNOCK -OUT BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT 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. Sq TOP PLATE - 2x S.P.F. STUDS @ 16" O.C. =` SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE -� - �2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD % (2)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID *- POINT EVERY OTHER CRICKET AS REQUIRED STUD W/(3) 10d NAILS -\ _ SINGLE 2x CONT. BASE -� PLATE W/ (2) 12d TO TRUSS BELOW BLOCKING TYP TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. (BLOCKING END WALL 2"x BUILT-UP COLUMN DOORSTOP -� SEE PLAN FOR MORE INFO / MOLDING TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 ° 18-10d NAILS �Iz¢ • 2x TOP PLATE V2-16d GARAGEDOOR SPLICE STAGGEREDNAILS TOTAL) EA. SIDE OF 2q., NAILS @ 24" O.C. OR - EQUAL TO TRUSS BOTTOM °5/8"DIA. X 12" EPDXIED ATR CHORD OR BLOCKING 2 x 6 P.T. r ` M W/ MIN. EMBEDMENT *MAX 5/8" W/ 5/8" W.A. W/ 2x STUD @ 24" G 10d @ 8" 0/C 5 1/2" MIN. EMBED O.C. MAX. FSTq ' PROVIDE P.A.F. NAILS OR �cF 2x P.T. PLATE EQUAL @ 12" O.C. , , I SEE A/S3 FOR STAGGERED FROM BOT. DOOR TRACK `---__UPLIFT= 4290# (SPF SYP #2) REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE \ ( ) NOTES: 11j NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: BOTTOM SPLIC 1/2" EXTERIOR GRADE SHEATHING 1� FILL LINTEL AND ALL CELLS ABOVE LINTEL. FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE OVER STUD FASTENED TO TRUSSES WITH 8d COMMON NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION AT LEAST 4'-0" LONG. TYPICAL ' WIRE NAILS @ 4" 0/C BOUNDARIES 6TYPICAL INTERIOR NON - EDGES O/C =__ = PORT r EDGES & 8" 0/C FIELD V-4 - - @EACH VERTICAL REBAR &DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL � TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M USP HTT16 N USP SPT22 @ EA. STUD VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED 2x P.T. PLATE - PROPERLY. SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS S4 _ ROOF TRUSS Q) SEE 2240 LBS SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. - 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) OPENINGS LESS THAN OR EQUAL TO 6' 0" IN WIDTH DO NOT _ _ USP �� 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 1 #5 VERT. IN CONC. FILLED CELL W/ _ TYPICAL FILLED LINTEL ASSEMBLY G STD. 90^ HOOK IN K.O. BLOCK SCALE: N.T.S. S4 KNEE WALL ABOVE MASONRY WALL DETAIL F SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS JL ­ STUDS V � o EA END EA END EA END EA END 0 V-4' (1) (2) 8 STD. 90OOK LINTEL BEAM WI (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 (2) 1 4'- 9' r - - -- (2) (1) USP LSTA309' -16' -�1 1 , (3) (2) (3) (2) USP LSTA30 `-MASONRY WALL 10 S TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. (BLOCKING END WALL 2"x BUILT-UP COLUMN DOORSTOP -� SEE PLAN FOR MORE INFO / MOLDING TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 ° 18-10d NAILS �Iz¢ • 2x TOP PLATE V2-16d GARAGEDOOR SPLICE STAGGEREDNAILS TOTAL) EA. SIDE OF 2q., NAILS @ 24" O.C. OR - EQUAL TO TRUSS BOTTOM °5/8"DIA. X 12" EPDXIED ATR CHORD OR BLOCKING 2 x 6 P.T. r ` M W/ MIN. EMBEDMENT *MAX 5/8" W/ 5/8" W.A. W/ 2x STUD @ 24" G 10d @ 8" 0/C 5 1/2" MIN. EMBED O.C. MAX. FSTq ' PROVIDE P.A.F. NAILS OR �cF 2x P.T. PLATE EQUAL @ 12" O.C. , , I SEE A/S3 FOR STAGGERED FROM BOT. DOOR TRACK `---__UPLIFT= 4290# (SPF SYP #2) REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE \ ( ) NOTES: 11j NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: BOTTOM SPLIC 1/2" EXTERIOR GRADE SHEATHING 1� FILL LINTEL AND ALL CELLS ABOVE LINTEL. FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE OVER STUD FASTENED TO TRUSSES WITH 8d COMMON NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION AT LEAST 4'-0" LONG. TYPICAL ' WIRE NAILS @ 4" 0/C BOUNDARIES 6TYPICAL INTERIOR NON - EDGES O/C =__ = PORT r EDGES & 8" 0/C FIELD V-4 - - @EACH VERTICAL REBAR &DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL � TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M USP HTT16 N USP SPT22 @ EA. STUD VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED 2x P.T. PLATE - PROPERLY. SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS S4 _ ROOF TRUSS Q) SEE 2240 LBS SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. - 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) OPENINGS LESS THAN OR EQUAL TO 6' 0" IN WIDTH DO NOT _ _ USP �� 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 1 #5 VERT. IN CONC. FILLED CELL W/ _ TYPICAL FILLED LINTEL ASSEMBLY G STD. 90^ HOOK IN K.O. BLOCK SCALE: N.T.S. S4 KNEE WALL ABOVE MASONRY WALL DETAIL F SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS V � o EA END EA END EA END EA END 0 V-4' (1) (2) (1) (2) (1) USP LSTA30 4'- 9' (2)1 (3) 1 (2) (2) (1) USP LSTA309' -16' (3) 1 , (3) (2) (3) (2) USP LSTA30 2X STUDS @ 24" O.C. V.5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE WIDTH OF OPENING VARIES 4 FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE SECTION X,4A P.T. CREATE A SOLID BASE FOR ** HOLD DOWN CONNECTIONS PLATE 112"X9 1/2" PLYWOOD —\ BLOCK WALL ABOVE. NOT REQUIRED @ BEARING SCRAP MATERIAL- \ WALLS NOTED WITHOUT UPLIFT SEE FLUOR PLAN NOTES FOR USP SPT4 REQUIRED CONNECTION 2 -ROWS 12d NAILS STAGGERED FORM CREATES CONCRETE RECESS TO \ @ 12" 0/C EACH FACE OR 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW � \ 3 -ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR FOR WATER SHED. 2x CRIPPLES A @ . KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d GREATER HEADER 'j,jr- Jr -r-� SP 124- OVERLAPPING mor >r t 4 d NAILS @ 6" (2) 16d TOE NAILS �r EA. BLOCKING V � o Vi C: F N 2X8 WALL ABOVE tm O' 0 Co 0 ENTRY K.O. BLOCK W/(1) BOLTS @ 24" O.C. Jr; #5 CONT. & AX C) Q o°Do NAILED Q LO 5/8"X10" J -BOLTS 2X P.T. PLATE TRANSOM FRAMING @ 2'-0" O.C. INTO TRANSOM FRAMING - �C `-MASONRY WALL 10 S SEE SECTION AA/S1 AND BB/S1 FOR w a u. Mkl r A ��� yy���� YSL�.1j mu u sx`Q� UA ADDITIONAL DETAILS .. ou LL `• vy� it 1 USP SPT22 To the best of the engineers knowledge and understanding, Or(., structural plans and specifications comply with tire 2007 Florida RECESS signed and sealed for the structural portion of this USP SPT4 USP SPT4 C7 cV M (y) J M LINTEL rIN CJ d N M C=) L Q. Ql iT CV z Cy) fu J LJ J O (p L"v 2X8 P.T. BOTTOM P TE r -i 2X TOP PLATE TAGGERED ROOF TRUSS ABOVE 2X BLOCKING OVERLAPPING d NAILS @ 6" (2) 16d TOE NAILS �r EA. BLOCKING V � o Vi C: F N 2X8 WALL ABOVE tm O' 0 Co 0 ENTRY K.O. BLOCK W/(1) BOLTS @ 24" O.C. Jr; #5 CONT. & AX C) Q o°Do FILLED Q LO 5/8"X10" J -BOLTS 2X P.T. PLATE _ @ 2'-0" O.C. 11 - �C `-MASONRY WALL D. \— TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. \, USP C (MIN. (2) PER BOTTOM PLATE) C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY USP SPT4- SPT24- USP SPT4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END (2) 2x HEADER SEE PLAN MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) CSLI FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN 10d NAILS 8"-- INTERIOR HEADER 10d NAILS @ 4" IN POSITION @ 10d NAILS @ 6" O.C. K/34 _., GARAGE ENTRY FORM DETAIL O/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) h \--- - STAGGERED A STAGGERED 12d TOENAILS. SEAT FOR BLOCK IS POURED ( ONLY EXTERIOR HEADERS - 4 _1- - - o Q TRANSOM FRAMING 2x6 MOUNTING BASE SCALE: N.T.S. DOUBLE 2x --f BEYOND. IN PLACE CONCRETE CRIPPLE STUD (1) 2x SILL PLATE W/ (2) NAILED INTO 1 GARAGE FLOOR SLAB �-8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TYPICAL (U.N.O.) 12d TOENAILS. OPENING TRANSOM __ TROWEL FINISH SEE LARGER THAN 4 ft (2) 2x FRAMING PLYWOOD GENERAL NOTES SILL PLATE W/ MP3 CLIPS TRANSOM FRAMING o E 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" S4 FOR DRAINAGE � � CONNECTION ASSEMBLY �� BB/S'1 FOR ADDITIONAL GARAGE FLOOR �-2x STUDS TYP. O/C BOUNDARIES 6" 0/C EDGES ,. z TRAVEL DIRECTION OF DETAILS & 8" 0/C FIELD USP HTT16 TYP. U.N.O. SEE N/S4 GARAGE DOOR =_- �Q ** HOLD DOWN CONNECTIONS SPT22 PLYWOOD - O SHEATHING O NOT R _ D B REQUIRED FARING pF4'/ R WALLS NOTED ITHOUT UPLIFT RECESS USP MASONRY MOUNTING BASE DETAIL c� % ° tiG �_ WALL BELOW 5/8"X10" J -BOLTS @ 24" O.C. C LINTEL SPT4 _ USP MAX. (MIN. (2) PER BOTTOM L. "\ SCALE: N.T.S. SPT4 PLATE) � SEE PLAN FOR FOOTING j P.T. BOT. PLATE ALTERNATE: POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B SE 5/$ DIA. ATR EPDXIED DIMENSIONS TO BE 2" ABOVE FINISHED2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL FOR GARAGE DOOR AND WATER BLOCK WALL. RECESSED SPACE PLATE @ 24" O.C. P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL rQ D FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 4 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) S4 V � o Vi C: F N OJ 70 tm O' 0 Co 0 E O O O Z3 TJ OPO O L l . Jr; m Y �xN O 0,q) C) Q o°Do v cp Q LO 0 rn � 0 A B 11 N -1,MB L G44 `, of 77 D. w a u. Mkl r A ��� yy���� YSL�.1j mu u sx`Q� UA .. ou LL `• vy� it 1 To the best of the engineers knowledge and understanding, Or(., structural plans and specifications comply with tire 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. C7 cV M (y) (1) In gow [:) rIN CJ d N M C=) L Q. Ql d- CV z Cy) fu J LJ J O (p L"v Ln U r -i 0 Qz LUz _ 0 zoo o Oz y O a U zr¢V�z'C¢ T2 z t9z0�iw 7� q'-"Qt.'CLN w a Q z C9 J 110 Ln Cil ko LU LLJ LU Z V O w000� U Lu pot-z-� b O U O Z Z W �a�oa ozo� wry` w >>¢oa LL yam' ` V ❑ �LL Z x z I� < L 4 LL z ® CL SCALE : AS NOTED PLOT DATE: 01/19/2011 VERSION NO. 1v06 SOB NO: 11-0050 SHEET NO. SEE STRUCTURAL NOTES AND SEE STRUCTURAL TOENAIL W/ (2) 16d NAILS NOTES AND NAILING BACKNAIL W/ 2 NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS () 16d NAILS 2x4 BLOCKING --,,2x4 "T" BLOCKING SHEATHING DETAIL 2"x4" OUTLOOKER- NAILING SCHEDULE FOR SCHEDULE FOR @ 48" O.C. 16d NAIL @ 24" O.C. SHEATHING DETAIL USP RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOOKER @ 24" "L" BRACE `_ O.C. (OPTIONAL - SEE ATTACHED W/ TOPCHORD— -- EA. OUTLOOKER 2x4' BLOCKING FOR ` - OUTLOOKER _ ELEVATIONS) BACKNAIL W/ (2) 2x4 OUTLOOKER 10d NAILS @ 4" FIRST FOUR @ 24" O.C. SEE STRUCTURAL 16d NAILS @ 24" 0/C O.C. TYPICAL i ROWS OF 45° t 24 MAX' TOP CORD BLOCKING 45°±zx 2X4 CONT"L" BRACE TOP CORD BLOCKING - USP RT16 OR EQUAL @ NOTES AND NAILING TOP CORD TRUSSES @ USP RT16 OR FOR FIRST FOUR FASTENED W/ (2) 10d FOR FIRST FOUR ROWS 4" MAXI EA. OUTLOOKER SCHEDULE FOR - ` BLOCKING FOR GABLE TRUSS WEB EDGES OF 2x4 CRO BRACE 3"@ 24" O/C. CMID OF TRUSSES @ EDGES SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS �� �� EQUAL @ EA. ROWS OF TRUSSES @ HEIGHT DOUBLE L BRACING DETAIL SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL DOUBLE TOP PLATE EQUAL @ EA, OF TRUSSES @ 5 2x8 SYP#2 "L" BRACE TO 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF SCALE: N.T.S. S5 TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x4 CROSS BRACE APPROX. APPROX. 8" FROM 48 O.C. EACH JOINT W/ (3) 10d EXTEND LEAST 90% OF AT LEAST 90% OF WEB @ 8-0 0/C. @ • USP 8' FROM RIDGE FASTENED AT SHEATHING TYP. MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH @ SPT4 RIDGE FASTENED AT 2x4 "T" BLOCKING LENGTH (SEE TABLE) @ EA. EACH JOINT W! (2) 10d & (2) L' BRACE TO EXTEND EA. END @ 48" O.C. APPROX. 8" FROM BOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 2x4 BLOCKING @ --- \\•2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) 10d & (2) 10d TOE LENGTH (SEE TABLE) 48" O.C. -� • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d 2X6 FRAMED WALL -SEE NAILS @ EA. END 16d NAIL & (2)10d TOE NAILS WALL SECTION FOR SPACING GABLE TRUSS "L" BRACE ATTACHED 7/16" OSB SHEATHING @ ,• FROM LEDGER TP '� 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR W/ 10d NAILS @ 4" O.C� ATTACHED W/ 10d EA. END BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE \ 7/16" OSB SHEATHING TYPICAL \ NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD - OSB SHEATHING ATTACHED \ GABLE TRUSS FIRST (4) ROWS OF X ATTACHE W/ 10d NAILS \ AND 12" 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. , • "XI @ 6" O.C. EDGES AND 12" GABLE TRUSS WEB 10dX3" @ 3" 0/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING .. AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD THROUGH CHORD CORD ATTACHED W/ (2) 16-d TOENAILS ATTACHED W/ 10d NAILS (2) 16d NAILS BOTTOM ATTACHED \ (2) 16d NAILS SINGLE "L" BRACING DETAIL 6 INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING W/ (2) 16-d TOENAILS _ _ _ _,_ 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD O.C. FOR THE FIRST (4) ROWS -M-F— BLOCKING, FASTEN WITH SCALE: N.T.S. 55 FASTENWITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE OF TRUSSES FROM EA. END 10dx3" 4" O/C DIAPHRAGM - p 2x4 T" ONTOP OF PANEL @ @ 48 U.C. TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH BLOCKING @ 5/8" x 10" "J" BOLT @ 48" O.C. MOISTURE BARRIER WEEP SCREED W/ (2) 16-d TOENAILS �� = USP HGA10 @ 36" „ ��- USP HTA20 OR EQ. @ 6'-0" U.C. TYPICAL. 10dx3 @ 4" 0/C 48 O/C 5/8"x 10 J BOLT @ 32' O.C. MINIMUM 6 FROM — �� INSTALLED PER MANUF. - U.C. - - GABLE TRUSS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP FITA20 @ EA. TRUSS ALTERNATE USP LSTA1$ STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM DBL. TOP STUD WALL TRUSS VERTICAL 0/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT PLATE --__- VERT. WEB (24" O/C MAX.) W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" TRUSS) (SEE TYP. SEC.) 2 USP SPT24 @ EACH STUD () 2"x8" "L" BRACE FASTENED WITH (3) NOTE: IF EMBEDDED SECTION SECTION16d PER SIDE - .r STRAP MISSED VERTICAL SECTION 2 SECTION 3 r4-'� WEB; USE MSTAM36ONOUTSIDE SCALE: N.T.S. SCJ SCALE: N.T.S. SCJ SCALE: N.T.S. S5 SCALE: N.T.S. 55 SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S, g5 20'-0" MAX 20'-0" MAX REFER TO SECTION _ BACKNAIL W/ (2) 2x4 OUTLOOKER 8d @ 6"O/C 2 x 4 BLOCKING W/(2) 10d "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN 1A ON SHEET S5.1 N F M M SEE STRUCTURAL 16d NAILS @ 24" 0/C WOOD "CROSSES@ Lg24�' NAILS @ EACH END FOR X -BRACING, AND r NOTES AND NAILING — TOP CORD TOP CHORD N SCHEDULE FOR ` BLOCKING FOR 0/C (TYP) USP H3/4" W W/ E BLOCKING `° °° SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS 1/4"x1-3/4" WEDGE BOLTS & (4) SDS 1/4" INFORMATION -,^1 EQUAL @ EA. OF TRUSSES @ IlZ2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF x 11/2" SCREWS WOOD TRUSSES 1. - APPROX. 8" FROM — SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING 1 � 2„ 1 1�2„ " EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2) 10d TOE SEE TABLE LENGTH BOTT. CHORD FOR 4 NAILS @ EA. END ( ) o -- - TRUSS SPANS GABLE TRUSS z " w" CDX PLYWOOD OR 7/16 • ATTACHED W/ 2 -16d � 2x4 PANEL BLOCKING 1/2 • 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 @ 48" O/C FOR THE (2) 16d NAILS OSB SHEATHING ATTACHED BRACING W/(3) 10d x 3" @ () 2x4 BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EACH CONN. @ 24" O/C @ '24" TRUSSES FROM EA. STAGGERED 30d COMMON WIRE NAILS , • E ES AND 12" O.C. FIELD USP HGAM10 W/(4) -3/16"x1-3/4" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL MOISTURE BARRIER O/C W/ 2 -16d END TYP. TOP & \ JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 TOENAILS @ EA. END NOTES: BOTTOM ATTACHED / SEE PLAN FOR 1/2" SCREWS BOND BEAM 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4 -PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2) 16-d TOENAILS — --CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3 -PLY) L:,> <. MASONRY WALL ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5 -PLY PROVIDE 1/4" DIA x 7" LAG SCREWS OR EQUAL �w L c: 2x4 "T" ON TOP OF PANEL ARCHITECTURAL FINISH NOTE: OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3 PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ f 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP &BOTTOM CHORD 10dx3" @ 4" O/C (2) 12d TOENAILS _ CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (`2)164 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION GA O.C. MAX. FOR EXT. WALL CONN. �a COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF I� THAT MY BE REQUIRED NON -LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) r '_' EXT. WALL CONN. ((�� NON -LOAD 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES SECTION BEARING LOCATION IV (UNEVEN CCG. BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. SEE TYP. WALL SECTION FOR SGALE:3/4"= 1' 0" C5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS S _ 9 ) E REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL ADDITIONAL INFORMATION. -- -- - - SCALE: N.T.S. S5 SCALE: N.T.S. 55 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 AS PER BCS] 1-03 SCALE: N.T.S. S5 ADDITIONAL INFORMATION. `-� SCISSOR TR 2"x4" OUTLOOKERUSS @ 24" — 12 - '`- O.C. W/ (2) 10d PER JOINT ''--� - MINIMUM 2x _ OVERLAP TRUSS BRACING CROSS BRACING - _ PRE-ENGINEERED AT LEAST TWO TRUSS SPACES —J 6" OVERLAP (SEE PLAN FOR WOOD TRUSSES LOCATIONS) 10dx3" O/C @ 2"x4" TOENAIL 6" 0/C RUNNERS W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT NL— "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" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @a EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING Cs w .� w w� 0 o Q CORNERJACK o. i o � z o w w w - m o z Q 0 w U � Lu �w L c: 2x4 "T" ON TOP OF PANEL ARCHITECTURAL FINISH NOTE: OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3 PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ f 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP &BOTTOM CHORD 10dx3" @ 4" O/C (2) 12d TOENAILS _ CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (`2)164 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION GA O.C. MAX. FOR EXT. WALL CONN. �a COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF I� THAT MY BE REQUIRED NON -LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) r '_' EXT. WALL CONN. ((�� NON -LOAD 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES SECTION BEARING LOCATION IV (UNEVEN CCG. BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. SEE TYP. WALL SECTION FOR SGALE:3/4"= 1' 0" C5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS S _ 9 ) E REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL ADDITIONAL INFORMATION. -- -- - - SCALE: N.T.S. S5 SCALE: N.T.S. 55 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 AS PER BCS] 1-03 SCALE: N.T.S. S5 ADDITIONAL INFORMATION. `-� SCISSOR TR 2"x4" OUTLOOKERUSS @ 24" — 12 - '`- O.C. W/ (2) 10d PER JOINT ''--� - MINIMUM 2x _ OVERLAP TRUSS BRACING CROSS BRACING - _ PRE-ENGINEERED AT LEAST TWO TRUSS SPACES —J 6" OVERLAP (SEE PLAN FOR WOOD TRUSSES LOCATIONS) 10dx3" O/C @ 2"x4" TOENAIL 6" 0/C RUNNERS W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT NL— 6.9 I MAX. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXE LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) ALTERNATE NON -DROP CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 MINIMUM (2) 16d PER JOINT NOTE: GABLE END DETAIL MINIMUM Zx4 TRUSS BRACING 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCI ABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. COSMETIC DROP CEILING FRAMING CROSS BRACING DETAIL � SCALE: N.T.S. SCISSOR TRUSS TRUSS BRACING OVERLAP DETAIL M 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. SJ SCALE: N.T.S. SCALE: N.T.S. 3) SEE 6/S5 FOR MORE INFO, SCJ W/ DROP CEILING BRACING DETAIL GABLE TRUSS MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS �y 4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION / - "L" BRACE W/ 10d @ 4" O.C. iz 12 (SEE SCHEDULE FOR SIZE 3 ' AND LOCATION) 6.8 MAx. 6.9 MAX. _ � _ _- '�- _ -- -- -__ "(/ SEE SCHEDULE FOR R SI E 5 S5 AND LOCATION) S5 - GABLE TRUSS S5 r i" -- li i .... _i -.... _._ - •. .' .fir '. .' I it DBL TOP PLATE "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" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @a EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING 6.9 I MAX. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXE LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) ALTERNATE NON -DROP CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 MINIMUM (2) 16d PER JOINT NOTE: GABLE END DETAIL MINIMUM Zx4 TRUSS BRACING 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCI ABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. COSMETIC DROP CEILING FRAMING CROSS BRACING DETAIL � SCALE: N.T.S. SCISSOR TRUSS TRUSS BRACING OVERLAP DETAIL M 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. SJ SCALE: N.T.S. SCALE: N.T.S. 3) SEE 6/S5 FOR MORE INFO, SCJ W/ DROP CEILING BRACING DETAIL GABLE TRUSS MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS �y 4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION / - "L" BRACE W/ 10d @ 4" O.C. iz 12 (SEE SCHEDULE FOR SIZE 3 ' AND LOCATION) 6.8 MAx. 6.9 MAX. _ � _ _- '�- _ -- -- -__ "(/ SEE SCHEDULE FOR R SI E 5 S5 AND LOCATION) S5 - GABLE TRUSS S5 r i" -- li i .... _i -.... _._ - •. .' .fir '. .' I it DBL TOP PLATE S5 12 -DOUBLE TOP PLATE 6.9 MAX. 2X4 LEDGER CUSP LSTA 18 S CONT. BEARING CONT. BEARING USPHGTUDS @ 16 O.C.AIO(TYP.) STUDS@16"O.C• USP GABLE END BRACING DETAIL HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL EACH STUD GABLE END BRACING DETAIL SCALE:3/4'=t'-o" MEAN WALL HEIGHT UPT030'-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 01/19/2011 VERSION NO. 1w06 END JACK 11'-0" MAX. w �9 o Q CORNERJACK o. w z Q U � S5 12 -DOUBLE TOP PLATE 6.9 MAX. 2X4 LEDGER CUSP LSTA 18 S CONT. BEARING CONT. BEARING USPHGTUDS @ 16 O.C.AIO(TYP.) STUDS@16"O.C• USP GABLE END BRACING DETAIL HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL EACH STUD GABLE END BRACING DETAIL SCALE:3/4'=t'-o" MEAN WALL HEIGHT UPT030'-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 01/19/2011 VERSION NO. 1w06 1X4 1/2" DRYWALL DOOR JAMB (,DEFER \P.T. TO SHT, 3DW2-K1FOR FOR CONN. DETAILS '%� ' %;-;;V DOOR JAMB (REFER 1 X 4 1/2" DRYWALL TO SHT. SDW2-K1 CONN. DETAILS /_AAS• 1X4 DOOR JAMB (REFER- 1 X 4 1/2" DRYWALL TO SHT. SDW2-K1 FOR CONN. DETAILS 1 X 4 \ W UNACCEPTABLE INSTALLTION MAX. 8 DO NOT DO THIS PROPER INSTALLATION #5 REBAR (TYP,) 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED Lo 1X4 } 3/16"0 X 3' LONG FURRING i \j\ FURRING _ vi C #5 REBAR AND NAILED W/ 8d COMMON @ -, ; U oN oQ)oo 3-1/4"LONG,�3/160 FURRING ''�' �I' TAPCONS 3/16'(1X3-1/2 LONG m O N (TYP,) 6" O.C. EDGES AND 12" O.C. FIELD ` W U _c Q_ o t) oQ00 F TAPCON. INTO STAGGERED @ 16" 1X8 P.T. TAPCONSSTAGGERED 2X8 STAGGERED @ 16" O.C. 1X8 0 13 ±D. --,U ATTACHED WALL SHEATHING TO BLOCK@ SPACING n 1 DETAIL O.C. 2 -ROWS INTO 2 -ROWS INTO Ah 13 y n Q 2X BOTTOM PLATE W/ 8d �cil 4" O.C.,L ROWS STAGGERED PER MANUFACTURE MASONRY THROUGH 1-1/211 DETAIL MASONRY THROUGH 3" DETAIL o . z..�p r�av i ♦\ STD. 90^ HOOK (TYP.) -l'� TD. 90' HOOK (TYP.) CD ��Q � �� 1ya yqa 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. understanding, the°sgycWral plans and; • +� specifications comply Afir'tfid 2007 Florida FILL SOLID BOTH CELLS signed and sealed for the structural portion of this drawing. CD m CV M �Ej -rn r 126 jr. CD H M CD C) M ,� - < ' L CCi Flo/[ i 2x BAND JOIST W/ FACE NAIL METAL SEAT PLATE lUd @TOP & BTTM CHORD, NOTE: AND (8) FACE NAILS 10d @ LAP SHEATHING TO TRUSS VERT. WEB Z i 4-J 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -112" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOUR JAMB (REFER- EACH END W/ MIN, DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR 0 0 W BOTTOM OF BAND JOIST TYPICAL . 1-, a TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS---_-_— _ Od,vw'S0 FOR CONN. DETAILS FOR CONN. DETAILS o\ 10d @ 12" O.G.--` 1 X 4 \ ., CL Z) U �T0 FURRING -R_OZQQ . • 2X8 P.T. WITH 3/16°� X 3" +2 [_ I NOTC @FIRST COURSE USP HGAM10 @ 12" O.C. W/4 -SDS 1/4x1 1/2" 2X8 P.T. LUNG TAPCONS 2X8 - .,-`, L >- T 1 SCREWS INTO BAND JOIST & 4 3/16"x1-3/4" ( ) 2x P.T. AS REQ'D STAGGERED @ 16" O.C. D(I�L�I__ - WEDGE BOLTS INTO K.O. BLOCK 2x D ETAI L 2 1/4" DETAIL 2 -ROWS INTO MASONRY 3-1 /4" DETAIL NOTCH WEB AT THE FIRST 2 COURSES I— u ±5^ FILLED CELL PER FOUNDATION PLAN — BUILDOUT a� OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC; LC UU rF_wEn o�Wat- FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAW SCALE: N.T.S. SS W og�-86 SCALE: N.T.S. SS SEE TYP. 2 -STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK tom- SECTION A'A UPLIFT CAPACITY = 945 # FOR 1 STRAP N W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. = 1890 # FOR 2 STRAPS FILL 1st4COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" rr 1 -PLY PRE-ENGINEERED TRUSS .' .f SOLID W/GROUT 1 X 4 FURRING __ SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK — \ 1/4" x 31/4" TAPCONS USP RT16M W/ (8) NA11 NAILS & (6)1" x 24" , r BLOCK HEADER 1 TAPCONS 0 Z 1/2" DRYWALL _ (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ 6 10d NAILS x 1z' NAILS AND _ 8d NAILS AT 8" O.C. AT BUCK (4) 4" X 1 a' WEDGE BOLTS [ (1) STRAP = 1225 # AS NOTED . <,: . LEAVE A CUT OUT IN O.S.B. ON THE 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO , (2) STRAPS 2450#]) JOB NO: 11-0050 ' BRACE(S) - 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED —BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR — ,__ POLY -CELL IN THIS AREA ___ - 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER OF RECORD FUR FURTHER INSTRUOTIONs. .' ^ ' ••, •. ' •. \ SCRIBE (NOTCH) _ * FACE OF ARCH W/ (3) 10d NAILS •' BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHANG :•:' .;' ;• ;': •' CONNECT W/ 8d NAILS BRACE/ BLKG. ''" ' — INSTALL WDW. SCREW ANCHOR -'2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE WITHIN N.T.S. • '' '' ^ INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 RETROFIT WALL OVERHANG DETAIL NTS BRACEAPCON 4 MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/8" To 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH _ START OF ARC 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH \ IF TRUSSES USED) W/ (3) #6 X 4Y? WOOD * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. \\ NOTE: FOR OVERHANGS LESS'fHAN 318" - NO REPAIR REQ'D. ARCH DETAIL , J 4 MAX RAD SCREWS @ 16" O.C. MAX. OR IF MASONRY \ WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" ` kU (2) 10d NAILS @ 8" O.C. '\Ry�N TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 1211-0115 �� JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. \ ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL o ��'TN PLYWOOD SHEATHING - + + \\ \ F-_, B _ + LOCKING AS + REQUIRED / TO SUPPORT t1 -+ -O 11 - INISH FLOQi n fill G 2 WITH x 8 BUCK CONNECT TO BLOCK SECTION 1/4" x 31/4" TAPCON (1 1/4" MIN. ` - „ EMBEDMENT INTO K.) B B 1/4 MAX 2,-0„ 8-1 TRUSS -` - SOFFIT a D: --#5 BAR DD. �' BLOCK HEADER — SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS �' `+ _-_ + 10" 3 D CENTERED W/ 2 BLKG. &BUCK \ 2X6 TO 2X4 USP RT3A 2X4 SYP a o - p , 9V H 0 IN TOP o 1 X 4 FURRING EACH TRUSS - �-KNOCKOUT/ int — 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d _ _ _ 1 - _y t o CHAIR BLOCK - PROVIDE 2 x 8 DIAL. BRACE BTWN \ VERT. BRACES WHEN HGT. OF NAILS AT EA. END -- Z -` r -` PROVIDE (2) MIN. TAPCON AT EA. SIDE PROVIDE 2x - - CONT. W/ (3) 12d NAILS _ A q CONNECTOR - � -. - � �, --- - - �. MONO FOOTING =- SIZE AND REINF. PER PLAN , BRACE EXCEEDS 24 =_ =_- '- >>,__ LEAVE A CUT OUT IN O.S.B. ON T = BUCK- (1) WITHIN 4" MIN. OF START OF JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 SEE LINTEL SCHED. 7 si AND SECTION DETAILS JT - 2 x 8 VERT. BRACES O INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL TO BE INSTALLED N-1 JDIRT r -_ BUILT UP PLWD. BUCK - - - - 4'-0" MAX SEE PLAN PRECAST LINTEL - c o, STANDARD b SCRIBE (NOTCH) BACKSIDE -�- 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 3,�R IN ° 99 HOOK TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4Y.' WOOD FOR OVER HANG FILLED CELL' - • = . 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4-0) ' BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND B -B SCALE: REINF. PERLAN AND MONO TO STEMWALL FOOTING STEMWALL N.T.S. SS SCALE: 3/4" = 1'-0" SS SCALE: 3/4" = 1'-0" SS SECTION DETAILS 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 EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR �- EXISTING BOND BEAM. REINFORCING. PROVIDE LOWER D SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND -DRILL 3/4"X6" MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. PLACE EXPANSION STRIP ( FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 a. PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR - r \ HTT16 W/ (18) - 16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION STUDS & (1) - 5/8" DIA. ALL #5X6' EMBEDDED INTO PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 6�-0" 5" EMBEDMENT & 3" MIN. o SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL EVERY OTHER ( F.F. \ I EDGE DISTANCE - FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. �_ COURSE) EXPANSION STRIP _ NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ` THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL "'.•. v 9 REINFORCING AS FOLLOWS: SEALANT .r :. II=I II=I II=I I I -III -III; \ �, v� PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. /' D . I- PRESS EL REINFORCING INTO PLACE. PAN �' ,o 6 MIN. LAP SPLICE W/ I -I I I_I i t-� I D - - D I oI Io I- ,\ 0 o #5X6' EMBEDDED INTO z -EXISTING FOOTING 'I _ C C WITH UPPER HALF OF MORTAR BED AND TROWEL OVER PANEL REINFORCING W U R N REINFORCING PANEL I=III=III= 2-# X Q _ 5 6 N CONC. SMOOTH. DO NO FURROW. ;.,i' = _ N FILLED CELL DRILL 3/4"X6" MIN. HOLE o F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT:w_ GRADE D. .' D t - _ SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. / ';'1 6"MlN. LAP p Q -. , G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST ; SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS iv .- � � • o D ��;. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL D (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE \ 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) *(110 16" MIN. COVER EA. WAY A S ECTi O N 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 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. 'j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP , MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = 1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. W N C Lo v � _ vi C F- n 05 o' U oN oQ)oo vii m O N «3 4- �LL� i Q% 0YN o ` W U _c Q_ o t) oQ00 F rn o w 0 13 ±D. --,U p Ah 13 y n Q a o . z..�p r�av i ♦\ a 4 0C CD ��Q � �� 1ya yqa f`,L ',•� Toe best of 64,engineer3 knr_ ledge and �a understanding, the°sgycWral plans and; • +� specifications comply Afir'tfid 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. CD m CV M �Ej -rn r 126 jr. CD H M CD C) M ,� - < ' L CCi �1.�1 i 7 L Z i 4-J Z lij —I CD f13 Lny 0 W . 1-, a Od,vw'S0 OZy OaQO Z } Q U Q NN SrZW�Z Z� o w 0 LO CL Z) U �T0 1� -R_OZQQ lD t LU I— ' ' " wwO � ¢UL] LC UU rF_wEn o�Wat- ^/ s�. Lu U � z 0 Z w0-0� O W og�-86 O W�oLLZ¢ w �a i- N 0 �"'ozoa O �� w ¢¢~ , LU 0 Z > SCALE AS NOTED PLOT DATE: 01/19/2011 VERSION NO. 1w06 JOB NO: 11-0050 SHEET N0, NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF r --ROOF PROVIDE 2X4 MIN. BLOCKING AT COLUMN W/ 2 HTW20 DIAGONAL SPACED SEE SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN STRAPS () JACK TRUSS (AS SHOWN) AT 15'-0" O.C. MAX PLAN TRUSSES W/ (2) 12D NAILS EACH OR GABLE D A LE EN SEE TRUSS END TO TRUSS TOP CHORD I LAYOUT BLOCKING 2X4 BLOCKING - TYP. CLIP EACH TRUSS BETWEEN TRUSSES -- USP JUS46 OR JUS461F • TRUSS (2) 2x8 #2 SYP W/� _"- �`J / (SEE ROOF PLAN SECT. A -A XA 7/16" O.S.B. FLITCH i i BUCKET TO COLUMN / FOR TYPE) PLATE TOP @ TRUSS -FRAME OUT TO gRG. � ,����'1 �_�--SUPPORT COLUMN BUILT-UP (2)-2x4's OR 4x4 W/ (2)-10d BLOCK EDGE ° G.T. ' NAILS 8" O.C. EACH PLY f i' @ SEE DETAIL 4/D1 ADD 2X4 ALONGSIDE I i `` (SHOWN AS 4 x 4) FOR BEAM SIZE TOP CHORD WHEN REQ'D ' 'i �. 2 USP HTA20's EXTERIOR SHEATHING TO PREVENT PLYWOOD < - �' ` ii_ O ATTACHED PER NAILING w/ 10 10d x 1 1/2 EA. TO COL. SCHEDULE SPAN FROM EXCEEDING ACK TYPICAL BLOCK ;,r_'j i ,�1 ( )- -� 2x SPF #2 MAX 24" SPAN EITHER WALL - -_____ i =>�.. ALT: 2 USP MSTAM36 AT 16" O.C. ( USSES - -HIP ��};h / STRAPS CENTERED SIDE OR BOTH IF REQ D) G.T ii �- Ir ` CONTINUOUS LATERAL BRACING- w/(13) -10d NAILS Ea TO COL. r - NAIL OVER X -BRACE AS SHOWN- I '"` / —TIE BEAM I� p --L 4 -- INSTALL BLKG. AT TRUSS WEBS BUILDER FRAMERADIUS FOR NAILING _. X -BRACING - 2x4 SPF OR SYP (2) 12D NAILS - _ AS REQUIRED w/ 2-16d @ EACH TRUSS WEB AT 12" O.C. MAX CROSS BRACING DETAIL (TYP.) � HIP/RIDGE BLOCKING DETAIL 2 BEAM @RAISE® ENTRYMASONRY WALL KNEEWALL 4 ENTRY FRONT WALLL'6 SCALE: 1/2" = 1'4" SCALE: 1/2"=1'-0" SCALE: 1/2" = l'-0" SCALE: 1/2" = T-0" TRUSS NOTES, TYP. HAND FRAMING ABOVE TRUSS CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. `HIGH ROOF TRUSS @ MAY 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPI-2002 / BE NAILED EACH DIRECTION TYP. U.N.O. ��// (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN -VERTICAL SCAB ENTRY W/ ROOF SHEATHING ATTACHED BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BEIT LANDS NEXT TO 2 x 6 #2 SPF 48" O.C. PER NAILING SCHEDULE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOSTPRE-ENG. TRUSS W/ (4) 10d TOP & 2x8 BLKING. NAILED EACH BOTTOM OR USP RT7 COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES @ : OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d REQUIRED w/ 2 USP HTW20 IN PLACE OF SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & O (4) 10d `'<> - SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) - 10d X 1 1/2" EACH 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 r:= HIGH ROOF TRUSS A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. COLLAR TIE r�SEE _ �I �' EVERY 3rd r @ ENTRY SEE PLAN �1• PIAN 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS � LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER ROOF SHEATHING r r.: r . �- FOR CONNECTION SEE PLAN FOR— / SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0'. C �Ckm ATTACHED PER r INFO. CONNECTION INFO. 1 O.C. MAXIMUM. -2x4 SPF 2 NAILING SCHEDULE r r' _ NON-BRG. 2x CLOSURE 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D - - - } ;') - WALL @ 16" O.C. W/ 2x �� - (2) #7X 3-1/2" WOOD r `r � = NAILS AT EACH TRUSS INTERSECTION. Cg-' _� SCREW EACH TRUSS ^- _- -- -- - CONT. TOP & BOTTOM 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS- - '- CHORD NAILED TO TRUSS/ DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB OR USP RT7 @ 48" O.C. r - BLOCKING W/ (2) 16d NAILS ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB -C -` g-\ DOUBLE TOP PLATE 2x BRG. WALL SEE& EXTERIOR SHEATHING 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS PLAN FOR MORE INFO. ATTACHED PER NAILING _T�T DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) 2x4 #2 SPF KNEEWALL W/ \ SCHEDULE PRE -ENG. TRUSS r STUDSO.C.W/ (� 2X4 BLOCKING ''�--- @ 16" OI� 2X4 DIAGONAL AT 8'-0" O.C.EXTERIOR SHEATHING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP --- V I MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. ATTACHED ROOF SHEATHING r SCHEDULE PER NAILING r� DIRECTION TYP. ---\ A - ATTACHED PER --\ 2x4 #2 SPF BASE PLATE W/ '% �' 1 C --- LOW ROOF TRUSSES DIAGONAL_.- 2x8 #2 SPF RIDGE BEAM NAILING SCHEDULE � --� AT 8'-0" r USP MTW12 TO BLOCKING W/ 2x4 BLOCKING @ C MAX 2x6 #2 SYP RAFTERS FOR SPANS 4FT ��, BELOW SEE 9/D1 FOR I TOP CHORD @ 24" TRUSS '�C 'iC «� ..L._, , � � , �;_�� i O.C. W/ 2 16d END TO 8FT 2X4 RAFTERS FOR SPANS LESS ;�I MORE INFO. ( ) as THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d � -- ��-=�-' I NAILS EACH END I COMMON TOENAILS TO RIDE BEAM ------_____2x4 #2 SPF BLOCKING @ i 2X4 CONT. AT CONC. MASONRY 24" O.C. UNDER ENTRY T & B CHORD STEEL OR WOOD ROOF W/ USP HD26 W/ (4) BEARING SUPPORT 16d & (2) 10dx1 %1" NAILS @ LOW ROOF EACH END A -A ALTERNATE BLOCKING TRUSS SEE - PLAN FOR I DETAIL a� INTERIOR BEARING 3 MORE INFO. ---------- - ZWOOD TRUSS SCALE: 1/2" = l'-0" 4L p A PROVIDE BLOCKING AT ALL TRUSS BEARING SECTI®N ENTRY �Q SECTION ENTRY �� SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP'. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 1/2"=1'-0" VARIES ROOF SHEATHING ATTACHED PER 2x4 #2 SPF BRACING @ NAILING SCHEDULE 16" 0. C. W/ (4) 12d fit- COMMON TRUSSES. TOENAILS TO TOP / SEE TRUSS PLAN STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION ATTACHED PER NAILING NAILS TO TRUSS \ SPF TOP INFORMATION. SCHEDULE BOTTOM CHORD PLATE -- - VARIES W/ -7 i VARIES SEE PLAN ab VARIES FOR WALL LOCATION ROOF WOOD WALL-\ OR TRUSS. --2X4 CONT. W/ (2) —� /�_ MIN. 2x4 #2 SPF STUDS @ SEE PLAN 16d COMMONS V 16" O.C. W/ EXTERIOR NAILS EACH SHEATHING ATTACHED STUD TYP. T&B PER NAILING SCHEDULE & (3) 12d TOENAILS TO TRUSS OR SEE PLAN FOR PLATE BELOW ROOF SYSTEM TOP OF WALL MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X$" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. SHEAR TRANSFER INFO. EXTERIOR. WALL SECTION 2 ENTRY r8 SCALE: 3/4" = T-0" SCALE: 3/4" = T-0" Afi NnTFn 01/19/2011 VERSION NO. lm06 is required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building omponents listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your )cal product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval NUmber(s) Test Pressures 1. EXTERIOR DOORS CS22 FL10852 Coil Strap Tie RS300 A. SWINGING Plastpro Inc./ Nanya Plastics Distinction Fiberglass Entry Doors FL6184-R1 +65.0/-65.0 psf H10 FL10456 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 FL817-R1 HETA16 Clopay Building Products Residential vlffndCode Doors W5 (16X7) FL5675-P.3 +30.0/-30.0 psf HETA20 (used in vvind speeds over 120 nph) Clopay Building Products Residential VvindCode Doors W6 8X7) FL5675-R3 +37.0/-41.0 psf HGUS210-2 (used in wind speeds ovo 120niph) Clopay Building Products Residential VvindCode Doors W6 (16X7) FL5675-R3 +37.0/-37.0 psf HHETA40 FL11473 Amarr Garage Doors Model #500 Classico (8x7) FL5427-R2 +40.1/-47.4 psf FL10655 Heavy Skewed U Hanger Amarr Garage Doors Model #500 Classico 16x7 FL5427-R2 +38,4/-43.7 psf Heavy Truss Strap HTV1/16 Amarr Garage Doors Model #600 Stratford (8x7) FL5302-RI +40.11-47.4 psf HTW20 FL820-R2 Amarr Garage Doors Model #600 Stratford (16x7) FL5302-R1 +38.4/-43.7 psf D. OTH ER FL11496 HD/Tension Tie HTT22 FL821-R1 HUS410 FL10531 Joist Hanger HUS410 FL821-R1 HUS412 2. WINDOWS HUS412 FL821-R1 HUSC410 FL10655 A. SINGLE HUNG Fla. Extruders (Milestone) Milestone Series 1000 SH Std -Sill FL9262-R2 +45.0/-45.0 psf B. C. HORIZONTAL SLIDER FIXED Fla. Extruders (Milestone) Fla. Extruders (Milestone) Milestone Series 1000 Horizontal Slider Milestone Series '1000 Fixed F1.92.36 -R2 FL9242-R2 +45.0/-45.0 psf +45.0/-45.0 psf D. MULLION Fla. Extruders (Milestone) FE5709/5710/57'11/571215713/5714/5718 F E5700/570'1 /5702/5703/5704/5705/5717 FL3'136-R3 N/A E. OTHER Light Girder Tiedown LUGT2 FL817-R1 LSSU210-2 FL10447 _ Slopable/Skewable Hanger LSSH31 FL816-R1 LSSU28 FL10447 3. PANEL WALL LSTA12 FL10852 Strap Tie A. SIDING Alside Coventry Vinyl Siding FL12103 +86.51-86.5 psf B. SOFFITS Kaycan Ltd. 12"/16" Vented Soffit FL12199 +70.0/-70.0 psf C. OTH ER Strap Tie LSTA36 FL816-R1 LTS12 FL10456 Twist Strap LTVV12 FL820-R2 LTS16 FL10456 4. ROOFING PRODUCTS FL820-R2 LTS18 FL10456 Twist Strap A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30140 (and AR), XT25 (and AR), XT30 (and AR) FL5444-R2 N/A B. UNDERLAYMENTS LTT19 FL11496 Tension Tie LTS19 C. ROOFING FASTENERS FL11496 Tension Tie - FL822-R1 D. ROOF VENTILATORS Southeastern Metal Weather Vent FL -11024 N/A FL10655 Joist Hanger Florida Metal Products, Inc Vent RV10 FL2075-R4 N/A E. ROOFING TILES FL578-R2 META22 FL11473 Embedded Truss Anchor<_ F. ROOF TILE ADHESIVE MGT FL11470 Medium Girder Tiedown MUGT-15 G. OTHER FL10852 Strap Tie KST248 FL822-R1 MST60 FL10852 Strap Tie KST260 FL822-R1 MSTAM36 5. SHUTTERS MTS12 FL10456 A. STORM PANELS Metal Tech, Inc Galvanized Steel Storm Panels FL722-R2 +103.0/-103.0 psf MTW16 FL820-R2 Alufab Galvanized Steel Storm Panels FL4804-R2 +104.0/-104.0 psf FL820-R2 MTS20 FL10456 Twist Strap -;_ -__ MTW20 FL820-R2 6. STRUCTUFSAL Twist Strap iVITVV30 FL820-R2 COMPONENTS MTS27B FL822-R1 PA51 FL11476 A. WOOD CONNECTORS/ Simpson Strong -Tie SP1 see chart _ Stud Plate Tie _ SPT22 ANCHORS USP Structural Conn. FL10456 see chart SPT24 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 FL11506 Epoxy Boise Eng. Wood Prod. Wood I -Joists ALLJO13T FL1645-R2 N/A D. MATERIAL FECP Corp, (Cast -Crete) High Strength Concrete Lintels FL158-R3 N/A Wekiwa CP Pre -cast and Pre -Stressed Lintels FL1412-R2_ N/A Lott's CP Lintel FL12045 N/A Commercial CP Precast & Prestressed Engineered Conc. Lintels FL1774"R2 N/A Powers Steel, Inc. Power Box Lintels FL6264-R1 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the 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 caunnot be demonstrated during inspection. APPLICANT SIGNATURE DATE Simpson & USP Cross over Chart with Product Approval Numbers Florida Product Simpson Produc Approval Product Description USP Product Number Number Number A34 FL10446 Framing Anchor MP34 Florida Florida Product Approval Number , FL822-R1 ABU44 FL10849 Adjustable Post Base PAU44 FL569-R3 CS22 FL10852 Coil Strap Tie RS300 FL822-R1 H3 FL10456 Hurricane Tie 7773 Jrat:-Rotn1 www.kavcan.com 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 Kayean PVC Siding is used as an exterior veneer and as l he ataov&-vali,e.s can be cornpared directly to tion: required windload, in Ch.upwr 16 of HSUR/L410 FL10655 Heavy Skewed U Hanger If that ars: ilny qpe-scions about this report, or if anything; additional i:; rcgvifed., please - HTS16 FL10456 Heavy Truss Strap HTV1/16 FL820-R2 HTS20 FL10456 Heavy Truss Strap HTW20 FL820-R2 HTT16 FL11496 HD/Tension Tie HTT16 FL821-R1 HTT22 FL11496 HD/Tension Tie HTT22 FL821-R1 HUS410 FL10531 Joist Hanger HUS410 FL821-R1 HUS412 FL10531 Joist Hanger HUS412 FL821-R1 HUSC410 FL10655 Joist Hanger HUSC412 FL10655 Joist Hanger ITT FL10667 TF I -Joist Hanger THO FL815-R1 IUT FL10531 I -Joist Hanger THF FL815-R1 LGT2 FL11470 Light Girder Tiedown LUGT2 FL817-R1 LSSU210-2 FL10447 _ Slopable/Skewable Hanger LSSH31 FL816-R1 LSSU28 FL10447 Slopable/Skewable Hanger LSTA12 FL10852 Strap Tie LSTA12 FL816-R1 LSTA18 FL10852 Strap Tie LSTA18 FL816-R1 LSTA30 FL10852 Strap Tie LSTA30 FL816-R1 LSTA36 FL10852 Strap Tie LSTA36 FL816-R1 LTS12 FL10456 Twist Strap LTVV12 FL820-R2 LTS16 FL10456 Twist Strap LTW16 FL820-R2 LTS18 FL10456 Twist Strap LTW18 FL820-R2 LTS20 FL10456 Twist Strap LTW20 FL820-R2 LTT19 FL11496 Tension Tie LTS19 FL822-R1 LTT20B FL11496 Tension Tie LTS20B FL822-R1 L.US26 FL10655 Joist Hanger JUS26 FL821-R1 LUS414 FL10655 Joist Hanger JUS414 FL821-R1 MBHA3.56/11 .88 FL'10866 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 MTS16 FL10456 Twist Strap MTW16 FL820-R2 MTS18 FL10456 Twist Strap-�.a. MTV1118 FL820-R2 MTS20 FL10456 Twist Strap -;_ -__ MTW20 FL820-R2 MTS30 FL10456 Twist Strap iVITVV30 FL820-R2 Tension Tie MTS27B FL822-R1 PA51 FL11476 Foundation Strap _ TA51 FL816-R1 SP1 FL10456 _ Stud Plate Tie _ SPT22 FL817-R1 SP2 FL10456 Stud Plate Tie SPT24 FL817-R1 SP4 FL10456 Stud Plate Tie SPT4 FL821-R1 U24 FL10655 Face Mount Joist Hanger ET FL11506 Epoxy HD Titen FL2355-R3 Titen Anchor 717.846.37,17 - Fax 777.84P•0356 Installing soffit and fascia Please note: Although Vinyl yl soffil's are manufactured with the same exacting standards as all vinyl producls; UV Inhibitors are not added to the vinyl formulation as soffits are not exposed to direct sunlight. For this reason, vertical or horizoul 11- Enstallation of soffits on walls is not recanmended and cannot be guaranteed. f.ucla� _ z Installing trim - Option A �a Asda° When fa pr' fascia I� applied without exposed nailing. � l 1 . knatr:fal .:,. With open eave: Secwe F -channel to the exterior of lire fascia with the top leg d Z resting against the bottom of the board. Secure F -than iel on wall, level with thef F -channel on the fascia rcd a - Ij I a With closed eave: Use a.l-channel in place of the F -channel at the wall. Secure all Option A channels every 12' on center, in center of nail slots. Installing trim - Option 2 When soffit onlyto applied, or when fascia panel is secured to underside �' PP P of wood fascia. ( j-chenrMl With open eave: Secure F -channel to the Wall and to the inside of the fascia board, level with each other. Cul out back of channel to ft around ratters, if needed. With closed eave: Substitute J-ehannels for the F -channels- i 6rhannM wffrt wallr Secure all channels in the center of the not slots, 12" on center. option B IrisL..alling soffit 1. Measure the distance between the inside of the inside and outside (rims. Allow 1l4" per side for expansion and cut (he panels to length. Insert panels into trims. ...........m For eaves over 18' in width, you will need to install intermediate nailing supports to keep the soffit from sagging. lr rr 2. Interlock panels as you would vertical siding. Closed soffit can be secured every 12" on center. J. When fascia panel Is not being applied, moan F -channel or d-channd at comers Diagonal trim use of the overhany to property finish the installation. 4. When soffits meet at a corner, the joint can either be diagonal (mitered) or square (both illusUated). Both methods are made with J -channel or H channel. Straight fifnt use J t4n+Ks4 Hchannd KAYCAN'" ICC -ES Evaluation Report ESR -1495 Reissued November 1, 2008 171is rupuJt is subject !u rD•exuminutiwr in two years. www.[cc-es.orct 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of tho International Code CounciN° DIVISION: 07 -THERMAL AND MOISTURE PROTECTION 4.0 INSTALLATION Section: 07460 -siding .HFZ Engineering, Inc. : 1418 E. WrWt St., Unite B 5.0 CONDITIONS OF USE York, PA 17403 KAYCAN LTD. Zi January 2009 ONE MEMORIAL DRIVE NickTficimplicirl, Product Mulager- Stdiilg=E D'1eials RICHFORD, VERMONT 05470 ;Associated Materials, I,L,C (002) 04U-7010 7773 Jrat:-Rotn1 www.kavcan.com Cuyahuga, ails Ghial'WU3 V.0 (Iuc).'Typo 56 (BNB:), Type VI (SBC), and Typo RL: fttorida Evaluation, Coventry Viriyl Siidir11,rFL f_' 2007 EVALUATION SUBJECT: Dear ]vFr. `l'hornpson; - Tho following, Associated Materials vinyl siding product; Coventry has begin tes(ecl And - anal` zed in conforinance. with AS`l'NI U 3679 05 ar r�, I z 1 quired 6y F1oYida Building Code 1.0 EVALUATION SCOPE Wil pnrdgraphs 1404.9 and 1400 13,, plus flgrido Rexuleolial Cod 2007, paragraph of the piece 70:3.11 �trudtural testing to A;STNf 11 5206, aii taquirf d by ASTNI h 3679, was done at Compliance with the following codes: Architectural 'Testing, Inc. and is reported ill 71945.01.109-40 and 82537.01-109-40. 5.3 1 he siding shall be installed only on exterior walls over Testing was done for Alsida, Inc., wiTinh is ownic:d by, Assor laud Materials,- I, LC. u 2006 International Building Code (IDC) Coventry vinyl siding is produced in 5 hollfigulations, Douhle 5", Dodblu 5" Rutchlap, • 20OU In(ernationat Residunlial Code' (II ;C) Double 4" Double 4." Dut'chtap,- and 'r6ple ,3"; ail_ with a thickness of 0.0=12" A • 1997 Uniturm Dullding Cade I, (Eel strenorhaniow fca brr�-caf Ehis product is thatit Inas a "rolled rideo nail hcriP", v,,hich forms a / } double thickness or tile na41 heti), adge. • BOCA' National Building Code/1999 (UNUC) 1 ha Vd a cotobination of rational and on this ptod.uct, ,4t=_ ,pC'rtOril3e(1 whieit' includes the mmrdatwit lcquiwlnents of Anix A1.2.1 in ASTM D 3679 3. Use it hand saner or metal slraighledye lnst:il]14666 zRust be over 5/8" infniri,wn millable sheathing or h" minimum plywood. plywood. Properties evaluated: l , r75ta14at1(fn,Fdieners IrlustlzP rrgotinp na11� with 31).f'.i dlantalerhF;ad, 1l8" dratnerershank, t • Exterior r?Ild s1 i.nifliprufn lenQlh sof 1.5/$`_ The allowable d°'Slgd wind I)rP3SLlrcS for att 5 veneer rtrhtlgaTdtiorJa imArlding Double 5", Double .5" DuLchlap, Double 4'r Doable 4" • Wind resistance Lh,tcillap,-g 104 fritate 3" iii$ ;/-17'3 psf for of stud spac'hlj, +/-•1113 psf for 12" stud just edge of spacin j and,_!/ 36 5 psf for 16 stud spacing. In ordti tD ac;hievd tj,L; prestiure9, it 2.0 USES stlOS rnilki4T4ve nails a :thern and ail naffs inustbc ifts,tuds. Kayean PVC Siding is used as an exterior veneer and as l he ataov&-vali,e.s can be cornpared directly to tion: required windload, in Ch.upwr 16 of closure material un the underside of exterior roof eaves the Ficnida Il Coder f trust that this infgrrnatinn is stiffieirrit for the project ni:eds. (soffits). If that ars: ilny qpe-scions about this report, or if anything; additional i:; rcgvifed., please - advise tile. >_ Sincerely yours; ' Kaycan PVC Siding is horizontal and vultical lap siding and the deslgn must be In accordance with IRC Sertton soffits manufactured from rigid polyvinyl chloride (PVC) 8301.2.1.1. conforming to Thu iuquiremcnts of As D 3679. Thu eitliny Structural F.ngmet ANtit:ani x:. . !'load t Lie `neer No. 19 c L. 0'5 ^� �1 ,JNMeiaAy �as� �� Installing soffit and fascia Please note: Although Vinyl yl soffil's are manufactured with the same exacting standards as all vinyl producls; UV Inhibitors are not added to the vinyl formulation as soffits are not exposed to direct sunlight. For this reason, vertical or horizoul 11- Enstallation of soffits on walls is not recanmended and cannot be guaranteed. f.ucla� _ z Installing trim - Option A �a Asda° When fa pr' fascia I� applied without exposed nailing. � l 1 . knatr:fal .:,. With open eave: Secwe F -channel to the exterior of lire fascia with the top leg d Z resting against the bottom of the board. Secure F -than iel on wall, level with thef F -channel on the fascia rcd a - Ij I a With closed eave: Use a.l-channel in place of the F -channel at the wall. Secure all Option A channels every 12' on center, in center of nail slots. Installing trim - Option 2 When soffit onlyto applied, or when fascia panel is secured to underside �' PP P of wood fascia. ( j-chenrMl With open eave: Secure F -channel to the Wall and to the inside of the fascia board, level with each other. Cul out back of channel to ft around ratters, if needed. With closed eave: Substitute J-ehannels for the F -channels- i 6rhannM wffrt wallr Secure all channels in the center of the not slots, 12" on center. option B IrisL..alling soffit 1. Measure the distance between the inside of the inside and outside (rims. Allow 1l4" per side for expansion and cut (he panels to length. Insert panels into trims. ...........m For eaves over 18' in width, you will need to install intermediate nailing supports to keep the soffit from sagging. lr rr 2. Interlock panels as you would vertical siding. Closed soffit can be secured every 12" on center. J. When fascia panel Is not being applied, moan F -channel or d-channd at comers Diagonal trim use of the overhany to property finish the installation. 4. When soffits meet at a corner, the joint can either be diagonal (mitered) or square (both illusUated). Both methods are made with J -channel or H channel. Straight fifnt use J t4n+Ks4 Hchannd KAYCAN'" ICC -ES Evaluation Report ESR -1495 Reissued November 1, 2008 171is rupuJt is subject !u rD•exuminutiwr in two years. www.[cc-es.orct 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of tho International Code CounciN° DIVISION: 07 -THERMAL AND MOISTURE PROTECTION 4.0 INSTALLATION Section: 07460 -siding 4,1 General: REPORT HOLDER: Installation of the siding, including the panels, cornors', starter 5.0 CONDITIONS OF USE strips, trial and other arcesser/ items, shall be in accordance KAYCAN LTD. with the nunufaclurer's published installation inst ucticns, the ONE MEMORIAL DRIVE applicable code and this report. In the event of a conflict RICHFORD, VERMONT 05470 bulsvuun lire manufacturer's puhlishnd installatiun instructions (002) 04U-7010 and Ellis report, this report shall govern. A copy of the www.kavcan.com manufacturers published installation instructions shall be on V.0 (Iuc).'Typo 56 (BNB:), Type VI (SBC), and Typo the jobsite at all limes during installation. EVALUATION SUBJECT: Solid shoalhing and a water -resistive barrier shall be by the IRC, as applicable. provided behind the siding, as required by the applicable KAYCAN PVC SIDING code. 1.0 EVALUATION SCOPE The allowable wind loads are as noted in Ula prescriptive of the piece equfements of the applicable code. Soo Section 4.2 for Compliance with the following codes: applications in excess of the presoriplivu requirements or 5.3 1 he siding shall be installed only on exterior walls over vahare lireapplicable code does not provide prescriptive u 2006 International Building Code (IDC) ruquiroulanls. • 20OU In(ernationat Residunlial Code' (II ;C) 4.2 Wind Resistaco: • 1997 Uniturm Dullding Cade I, (Eel Dceign wind pressures roust be determined in accordance / } with Chapter 16 of lire IBC, SBC, UBC or BNB: or Section • BOCA' National Building Code/1999 (UNUC) 301.2.1.1 of the IRC. In areas where Ulu basic •mind speed (3- • 1999 Standard Building Codo" IS UC) second (Just do not exceed 100 mph (45 m/s) [80 miles per 3. Use it hand saner or metal slraighledye hour (36 nds) (fastest mile) under Ulo UBC), and the building Properties evaluated: height is less than or equal l0 40 feet (12 192 min; in • Exterior Ex wuru 0 areas. Irl tall' li Il n s Comply with s a o Iwt con will tiro p p 7 veneer proscriptive requlrenwnls of IUC Suction 1405.13, BNB: • Wind resistance Seclion 1400.3.3, SBC Section 1403.0 lir UBC Secret, 1,105, just edge of Lis applicable. 2.0 USES In jurisdictions unrorang rho IRC, installation much comply Kayean PVC Siding is used as an exterior veneer and as with the prescriptive requirements of IRC Section R703.4 for closure material un the underside of exterior roof eaves aruauwherathabasicwindspeed (3 bocondgust)islossthan (soffits). 110 mph (49 m/s) in Exposure B, ,till does riot exceed 90 - Ven!cd 1f," nlph (4U m!s) in Exposure C or 05 mph (31 m/s) in Exposure 3.0 DESCRIPTION D. For applications in excess of the prescriplivo requiremeuu;, Kaycan PVC Siding is horizontal and vultical lap siding and the deslgn must be In accordance with IRC Sertton soffits manufactured from rigid polyvinyl chloride (PVC) 8301.2.1.1. conforming to Thu iuquiremcnts of As D 3679. Thu eitliny For applications in excess of tho prowrlptive requirements, IS wed as an exlerlor wall covering over solid sheathing and rho Kuyean PVC Siding has an allowable negative wind Ljad Lis soffit. I he slding has a plain- or wood -grain texture and Is of 70 psf (3352 Pa) [44 psf (2107 Pa) under the UBC) when available in vadow colors with matching trim, corners, and attached to a code -complying, minimum 'la Inch -thick (10 starter strips. The panels aro a 1nir11rnum of 0.040 inch (1 ram) sun), structural -rated OSB sheathing. The aiding shall be Irick. Lengths range from 10 to 12.5 feel (3048 to 3810 sun), attuched with 1'ls inch -long (38 mm), ala -inch -diameter -head Panels are formed with un upper edgo having nod ulols and a (10 nun),'ly Inch-dianwler-uhunk (3 mm), corrosion-iodutant lower edge that hooks Into [he upperedgoofrholowercoursu. louring nails spaced 6 inches (152 fruit) all center. The The sidling is produced in different profiles as described in structural sheathing and fronting to which lira siding is -rablo 1 of this report. anachod oral outside Ills scope of this report. 1G'c'�iSt! !tr ,robs -u rr r p r g zrl r s- , I rb r -r p �If .l,Y n�ll,uuad, nor' rorAayroCa cau�,:,c! r��f nsan mol r t/1 fir cl/ yvr- c- Fr jr � Th-rs :ura.y by ICE Cr,.L,nr;r,,. Scn'k, k.,a:prcrtm many%r i' ,c o rr,,,nn r I,a cJ"". 'rsmonyP,*x, cr ca ucJ fY r4u apmr �Ne''gid Copy6ghtt)2U08 P.g1u 1 012 T1r•846.3'r'47HR F.Lx'(17.845; Q,355 HIS Engineering, Inc. 14'1f3 ,E. Ma.rkCt5t., Suite 1,-1 York, PA 17403 a2 January 2009 Tcd l3efn)on, P.F.,., ",dininiSD'ator, Florida building Cod(', C 01riJnission 'ret( Heilman and Assooiates,.LLC, 925 40, Street, Suite+ 104 Mii n'i BouCh, f.'loAda 331,10 RE: Cerlifk(iflionof (ildrpcndencc Deal :VIi. Borltlan; Ili conformance with 1,dt.de 15-72.110, T.r\.C'.. "Criteria for Cert.ificatiorl of 1ndoF;enderoee", 1 offer till) following. I am 11 Teeistered in the State Of Florida, with liCensc Ionil„ben 03354. t work in a two pm>,pl) consuh'fgp, structural eJ)gi;lc ging Crrfh, 11R, Eli fineerigb, foe.", sof which I a n ilia wafyrfty owner,. 1,7 illy work perfolilling an evall.fation. 1 do not ha.Vc, ear will t aequire, a 0111111031 nterest in any company nlanufoChusing or (Il:,tributing produi:ts for which the reports ilia. b';ing issued. Ili my work por'foriuing an eval'utition, I do not have, HOT will f acquire, a finiinckil, k«r,rest in any other entity involved in the,appioval process of tic,producL. 1 tILI5t that Onis is 3LIMCi?tit for tile Fj,Oli0a'+,uljtlill,- (_'ode g.'oI Innls6iQu'$ l'0quhenledl5'. If tharo are any (Incstionis about', this ccttl(ication of independence, or if uuy(biog 8ddjtio.nrd i& roquired, I&asa advise me. Sincefely �rours; HR EnEiileerjn;, tile. �GCC<.✓ �1. Alicit N. Reeves, 1) E_ Chief p.EiL6wrcr ANlhanr Cl lltsi it ted IYtah'1'liliS, LIC 09010005 Installing soffit and fascia Installing fascia 1. Install an undusill trim at the lop of the fascia board. 2. Measure distance from Ula bantam of (he F -channel (o lire lop of the understll trim, and their subtract 1/4" for clearance. Cut panel to ,.vldth, 3. Perrorito the cut edge using snap -lock punch approximately every 8', enuuring the 'tabs" face outward. 4. Hook [lie log of the fascia pand over the F•channel, and snap the labs into t!le undersill trim. It soffit is not being inMalled, hook the, fascia directly over the fascia board. An alternative to snap -lock punch attachment is to slide tile top of the fascia behind nretal drip -edge. Fascia ulstal!alion i f»- udep Overlapping fascia I.Ovollap fascia by cutting the bottom edge of the underlaying panel, leaving i a 1 112" tab to be inserted into overlapping panel. 2.Overlap 3/4" (halt the distance of the notch). ESR -1405 I Most Widely Accepted and frusted Page 2 of 2 And recdManco of the soffit panels is outside the scope of 5.4 Tho siding Is manufactured !n Rlchford, Vunnont, under this report. a quality control program with inspecliuns by 5.0 CONDITIONS OF USE Architectural Testing Inc. (AA -676). Tire. KayconPVC Siding doscribodinEllis reportcomplloswith, 6.0 EVIDENCE SUBMITTED rutdl 6.1 h1anufaclurei3 published installation instructions. listed In Section 1.9 of this report, subject to Ibu following Double 51nch Horizontal Fascia overlapping Capping fascia 5.'1 'rhe siding Is limited to inalallafions on buildings of Typo Culdeline for Vinyl Siding (AC37), dated October 2008. V.0 (Iuc).'Typo 56 (BNB:), Type VI (SBC), and Typo To make corner caps, cul a piece of vinyl fascia (hal is 5112" long. Acceptance Criteria for Quality Documentation (AC 10). by the IRC, as applicable. 7.0 IDENTIFICATION S.2'RIo uxtorier walls shall be braced or sheathed to resist -- racking loads with approved materials in accordance 1. Mark the veil cal centerline on Ilia back of the piece 7 Ocean Pnrk cove trademark, the product type, the statement "Cunfurm; to 5.3 1 he siding shall be installed only on exterior walls over ASTM specification D 3679," Ute staternent"Conform3to UBC solid shoalhing capable of resisting design wind 2. Cut a 90" Becton of the oollom flange from the center, leaving a pressures both positive and negative. The sheathing (Architectural Testing. Inc.), and in- evaluation report number 45' angle on either side,. (L=SR-1.195). / } I� � ri 9 Preva _ Uvublu 4.5inch Nurizontal - so Shona 3. Use it hand saner or metal slraighledye to fo d fascia piece F-3 class; u t i vet irr� f/ f 9nd Ufa pyneh along vertical gen! aline In maks a light -angled corner. earl, eau s PJ I (� 4. Using a snap lock punch, make tab's below N lop the 12• _ 0< V..Isd a" DOub1e 4 inch Pedoratod Sant just edge of Vented 10" Uoo bio --ch Pedomlud Soffit Cotner cop making sure ilia( tabs_ Double 51nch Solid Boffin 12• _ 0• - .- Centel Vented 12"/Solid 12" face otitwald. Install corner ca b v'f'I - Ven!cd 1f," -, _ .� l y -- - locking the boflonl over the existing &olid 16" F­ Fr,r Sr t i-- �t A ..,... a: -- F -channel and snapping the top r " 1 r I` <` +� Fascia capping edge into the undersill (rine. eh p)eet Yt Y"' Q } lli lld6°trl�rh Csa�4 KAYCAN "' _ 27 ESR -1405 I Most Widely Accepted and frusted Page 2 of 2 And recdManco of the soffit panels is outside the scope of 5.4 Tho siding Is manufactured !n Rlchford, Vunnont, under this report. a quality control program with inspecliuns by 5.0 CONDITIONS OF USE Architectural Testing Inc. (AA -676). Tire. KayconPVC Siding doscribodinEllis reportcomplloswith, 6.0 EVIDENCE SUBMITTED or is a suitable alternative to what is specified in, those codes 6.1 h1anufaclurei3 published installation instructions. listed In Section 1.9 of this report, subject to Ibu following Double 51nch Horizontal conditions: 13.2 Data In accordance with the ICC•ES Evaluation 5.'1 'rhe siding Is limited to inalallafions on buildings of Typo Culdeline for Vinyl Siding (AC37), dated October 2008. V.0 (Iuc).'Typo 56 (BNB:), Type VI (SBC), and Typo 6.3 Quality docurnenlaUon in aucurdancu with the V -N (UHC) construction, and to construction peuniticd Acceptance Criteria for Quality Documentation (AC 10). by the IRC, as applicable. 7.0 IDENTIFICATION S.2'RIo uxtorier walls shall be braced or sheathed to resist Single 0, inch Horizontal racking loads with approved materials in accordance The Kaycan PVC Siding described In this report shall be p '.vith of the applicable code, identified by a stamp bearing fine Kaycan Ltd. name and/or Ocean Pnrk cove trademark, the product type, the statement "Cunfurm; to 5.3 1 he siding shall be installed only on exterior walls over ASTM specification D 3679," Ute staternent"Conform3to UBC solid shoalhing capable of resisting design wind Standard 14-2", the name of lir, inspection agency pressures both positive and negative. The sheathing (Architectural Testing. Inc.), and in- evaluation report number shall be covered with a water-resistivo barrier, as (L=SR-1.195). required by the applicable code. 12•- 0" TABLE 1-KAYCAN PVC 31UING MODEL PROFILE LENGTH Board K Batten Single 7 inch Vertical 101-01, U-4 Avand DcUble 4Inch Horizontal Dutch Lap - 12'.6" DA Marquis Double 4 inch Horizontal 12' - 5" - D5 Contussa Double 51nch Horizontal D-5 Elegance Double 6 inch Hafl-will Dutch Lap -tg_ 0.• D-5 Venlral Double 5 Ir di Vertical a� Lewiston 0-H. 4.5 inch IhAznntal - 12'-n., Nawr)"a Single 0, inch Horizontal Dcean Park Bevel OQuLle 4.6 !licit Horizontal 12'- 0^ Ocean Pnrk cove Double 4.5 inch Huriconiw p• _ 0•• - mauuum Series D-4 Double 4 inch Horimnlal 12• _ g • Plafinu n S tic D-4 Dutch Lop Double 4 Inch HoO,unral Dutch Lop 12•. b, Platinum Sodcc'r-J Triple 3 rich Hor'r<untal 12•- 0" Preva _ Uvublu 4.5inch Nurizontal - 12'-U" Shona Double •15 Hul izur lel 1211-01 F-3 class; u Triply; 3 inch Hod-ital Dutch, Lap --' I v 0 • T-3 Horizontal -Inti e 3 inch !horizontal 12• _ 0< V..Isd a" DOub1e 4 inch Pedoratod Sant 12•. p^ Vented 10" Uoo bio --ch Pedomlud Soffit Solid 10" Double 51nch Solid Boffin 12• _ 0• - .- Centel Vented 12"/Solid 12" Triple,l inch Partially Perforated Soffit 12' B" - Ven!cd 1f," quadruple 4 Inch Perforated Soffit 12' &olid 16" F­ Fr,r Sr t i-- �t A ..,... Quadruple 4 inch Solid FINE - 0" ICC EVALUATION SERVICE, fNC. Evaluate • Inform • Pmtccc Lex Angd. 0mirt-Atcrii... I Offce • 5760 Workmen hhll Road . Whruicr. CA 71:601 (562) 699.0543 phone • (56:) 695.16`)1 fax Certification of Independence for Evaluation ICC Evaluation service, Inc. (1) ICC Evaluation Service, Inc., does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products for which evaluations are issued. (2) ICC Evaluation Service, Inc., is not owned, operated or controlled by any cornpany manufacturing or distributing products it evaluates. (3) ICC Evaluation Service, Inc., does riot have, nor will acquire, a financial interest in any company manufacturing of 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. 1n Nosse - President ICC Evaluation Service, Inc. Omm..0 Aae"nal elllca • 7140 wort,",,, :fie R,uJ. WKu.,. L'aldou,'.O.hu1 < 0*01" 4313 w.,,w,iC<•U.Vr2 ,.penal 0(lics I. 700 Nmuchrr na"J, 5wv .\. Alabuna JIM a (2u 1, J094.1a0 K,11-1 Unica • 1011 W"ar rWa. n,ry 0.oa0. Co<nrrr .W1, 11411. UW,- A413 • IN$) 1"005 4-� N Ln a� o U (D 0- 70 O Q� ca- �_ m -CD o - U7 U V-) :t"- CD = = 7CD -ca Z O Q Q Q Z o Q M M m fr✓� W z sHEE•r NO. PA 1.0 : I ! : ;j . I, 11 ill i � gill 11 �� . � 11 �l I 1;1! "' I 1� V"m G.tellor Doors ... .... al; ;nu, ;R,.l- 1­ li;�g,,�!-- � I a p � � 11 , R IN i I f =2W Swinging E-t11IOr Oval A51-nibiles mll� 0"11,10 ij " I 1i Evaludburn Ruport from a Florida Reillstared Architect fil - � Florida Pirofosalwwl Engineer Z i2 .=.1.12�"IL,41!k�,iL�Vi.,�-.y4,�A =11 ocisnol. .9 L� I ji"necm—li I 'i—,il". guen, . sc,�I`So ; u Is I liets I 'Lo4­l"s I FOC ol 1 oclso,o Mb, i In,, I s__ I il-J." R Lynd.r F. Scl .... idt _ Imitallation lasti-thons, Li ... it. of U7��, j OdUl Approval V A P IS riaead for ..a outside HVHZ: Yes T."Ll"'.1d Lyndon F. Schmidt, P.E. 43409 pact R-islaut; Y.3 1. Created Lily Independent Third Potty: Yes OW, in, . 'I'D" U ­ PE_1134U�) additional use limitations, in5tdilDtiun Instructions and Created By findephindIant Third Party: Yes 1_1111­14,21a�"­ li�l-Ili�=prpi�iLqa-:--,-�,�l-l�,�ll,li.all�ll-li..—Ig f4atilAwl Accreditation .lid Munise ... ant Institute 51,34.3 FL # FL6164-RI OX ) I 5 l or T e Idelite Glazing Installed Utilizing the Lip Application Type Re"ison Li urts of Us. __ ___ laalt.11.1firan Instructions -pp. card Stan V" 2007 Irap,int Resistant: Ye. Created by Independent Third Party: Yen Applicntio. states Approved ad Tticnial , so limitations, Installation in't-LI.- and Created by Independent Third Party: Yes " Co ..... ionts Standard Design Pro .... e: N/A E-filtarthain Rep.,t. A'Lhl,.d f7 ya-u Pladuc Manufacture, t Plastpro Inc. / Narrya Plastics Corp. Addlus,/Theme/Eirwil 5200 W CAN JURY BLVD. . 1002 Impact R-1.1p,int, Yes C by Independent Third party: Yes E_ LOSANI LES,r-A90045 2002 ulth, ad "'at Los hritati011s, in't,fl-tion InArucl and Created by IfldopQndant Third Party: Yes (440) 96 9-9773 Ext 16 2002 6184.S rorUovnn=llL6�pld5tprdjnd.gom Anthcrized SIghat ... Ron O'Connell __ . Lit) to 1,c,QW Farre. __ forsoormull@plastpri,thl Technical Representative Address/PhorevErnail Quality Assurance Representative Addrill,a/Pho.e/Emall Cheq­Y G.tellor Doors 6184.1 S.l,catcgory Swinging E-t11IOr Oval A51-nibiles __�___ LI ahns olf Use Installation, Inintructi ... CQ ... pligus. Method Evaludburn Ruport from a Florida Reillstared Architect or a laclinsed Be , did, Plies -7- N/A Evaluation Repoi ti Florida Pirofosalwwl Engineer " Ddifiti not Use 141IRdl InDtIll0tioll ItAlcoLhon3did Created By JuLf,pencert Third putty: Yes Lead. ct P110LU111'. ____ - ___ _.____....__ — _r:��_ rA Evaluation Report - I lirdcopy Received 1 UP to TO X 6 6 Opaque Flibinglass Single Door with 5dolite Florida Cnijinde r On Arclutiost Janis isho developed Lynd.r F. Scl .... idt _ Imitallation lasti-thons, Li ... it. of U7��, tile Evuluitlon Report A P IS riaead for ..a outside HVHZ: Yes T."Ll"'.1d Lyndon F. Schmidt, P.E. 43409 pact R-islaut; Y.3 1. Created Lily Independent Third Potty: Yes Florida Ucli PE_1134U�) additional use limitations, in5tdilDtiun Instructions and Created By findephindIant Third Party: Yes Qu.�i�y A,sona::Ce E. BLY f4atilAwl Accreditation .lid Munise ... ant Institute 51,34.3 ir Q,a i y All. a - Contract Expiration Date _/ -1 31/aU12 OX ) I 5 l or T e Idelite Glazing Installed Utilizing the Lip validdtad By Ryall 1. King, P.E. Li urts of Us. __ ___ laalt.11.1firan Instructions -pp. A .-d for us. in HVHZ: No FUJIfIl 11 INST 6184.3.W 0 Vjliddtlljll Chnitkfi5t - HjUdcapy Resolved Irap,int Resistant: Ye. Created by Independent Third Party: Yen Cartirl, ,to of Independence E1,5164 Rl CO �_*EQE 1 LJUE _-N r- _P� pIj f ad Tticnial , so limitations, Installation in't-LI.- and Created by Independent Third Party: Yes " Referenced Standard and Year (Of Standard) Standard Design Pro .... e: N/A E-filtarthain Rep.,t. (l - Series __ UP I TO X 6 8 Opaitno Fiberglass Single Door With ya-u 0 Sh.elfiLa, (OXO) The SldellLe Glazing Installed Ul the "I /1.5. 2 ll ____ -.----- Li aut. of Us. Installation Instructions I 01/1 .S.2/HAl­S . 1002 Impact R-1.1p,int, Yes C by Independent Third party: Yes ASTM ElAME1996 2002 ulth, ad "'at Los hritati011s, in't,fl-tion InArucl and Created by IfldopQndant Third Party: Yes ASTME330 2002 6184.S rA5 201, 2U.1, 203 1994 Eq-1valence, .fP,.dudt Stri.d.,do, Certified By Fectlorts firso the Cod. Plunhot Approval Method Mebud I Option D Date Submitted 1010312009 Data Validated IU/06/20(pu Data Forcing FBC Approval 101IJi Urtu Approved 11-1/10/2003 ;trul st,ul Pr,yJ,jStiiI_____ - 7:1:#:��_ I- --' F.de.1, Nu .... .. . r­V.;�. ....lrip,dau _ _ - , ___-__ ­___,__ a Dl, - ­_­__ '" St ,Lot, 0. Distinction Series Up to TO x 6'0 Opaque Single (X) Ins.ing or OUt,wlhg 6184.1 - __ FLUQglass Door __ ___ __�___ LI ahns olf Use Installation, Inintructi ... ApprieOind I -1 as. in HVHZi No FL6184 I 11 IN 61ii - ­..� ST, Ap riovlad I ....... Dude "VHZ: Yes Verified by: Lyndon F. 5chirridt, PX. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Be , did, Plies -7- N/A Evaluation Repoi ti ­ N, So. IN 1, Sir � 184.1 fur 0031911 Pressure Flutings, olly FLGI�34 - 91 AC EVA�6 0T.I.pdf " Ddifiti not Use 141IRdl InDtIll0tioll ItAlcoLhon3did Created By JuLf,pencert Third putty: Yes Lead. ct P110LU111'. ____ - ___ _.____....__ — _r:��_ 6164.2 1 UP to TO X 6 6 Opaque Flibinglass Single Door with 5dolite - (XO or OX) The Siddlite Glazing Installed Utilizing the Snap Firame. _ Imitallation lasti-thons, Li ... it. of U7��, ve Apple d bvi In bi if. I I 11 IL-IftST 6 I Ill 2 tuff 1.11: A P IS riaead for ..a outside HVHZ: Yes T."Ll"'.1d Lyndon F. Schmidt, P.E. 43409 pact R-islaut; Y.3 1. Created Lily Independent Third Potty: Yes Drillip P­cillia�t /A 1 Evalu,thon Reports mt 5T 4.2 for Design Pressure Ratings, any hell IN 16 Fl Rt 6P FVAL6184.2.od additional use limitations, in5tdilDtiun Instructions and Created By findephindIant Third Party: Yes ii ct particulars. ("'See General Note 3 sheet I of DrMug No. FL -6184.2 regarding sidtilit. protect!..--) - 51,34.3 C. rialin'tiiii - series Up to 3-0 X 6-8 Opaque Fiberl Single User with Sidelact Approved fur ... I,, lIVHZ: No OX ) I 5 l or T e Idelite Glazing Installed Utilizing the Lip Ap ,.v.d I ..... .. aside hi Yes P,,,11, C Lite 0 Few lame. Li urts of Us. __ ___ laalt.11.1firan Instructions -pp. A .-d for us. in HVHZ: No FUJIfIl 11 INST 6184.3.W Ap ploved fe, bi Ondsighe HVITZ: '(as Verified By: Lynda,, F. Schmidt, P.E. 4J409 - Irap,int Resistant: Ye. Created by Independent Third Party: Yen De sign P ....... : N/A Ev.I.Ahon Report. Othes: So INST 6184.3 for ue'llull Pleasure Ratings, any FLl , __ _F ' U AE ad Tticnial , so limitations, Installation in't-LI.- and Created by Independent Third Party: Yes " product par tl,u I ars. (- -See General Note 3 sheet I of Uar"Ing Pro. FLwBIU4.3 requirding sidellne VoIectiorl­) Design Pro .... e: N/A E-filtarthain Rep.,t. (l - Series __ UP I TO X 6 8 Opaitno Fiberglass Single Door With Y.D. 0 Sh.elfiLa, (OXO) The SldellLe Glazing Installed Ul the __ Shap Panic. ____ -.----- Li aut. of Us. Installation Instructions App, oved to. us. I.. HVHZ: IT. fLrllf _T 6 _1 Ill RI 11 I1N:S '14 4,pdf Appi ov-d for use outside Hill Yes Ver led By: Lyndon F. Schrildt, P.E. 43409 Impact R-1.1p,int, Yes C by Independent Third party: Yes lineut'd U-ign P, a- .: N/A vola"tian, Rep., I. Oth- sea ItIsr 6 1114.4 to, U'alti" Pressure Ratings, .illy 4A.Pd EL1191-11-1 t U ulth, ad "'at Los hritati011s, in't,fl-tion InArucl and Created by IfldopQndant Third Party: Yes Pro P, culars. ( delta lit -'See General Note 3 �haat I Of 'Ing Ora No . FLwO 104.4 1 ,agardill sldehte pn,.i.ct�nr��) - - _ _ 6184.S - a, U11111clon Series Upto TO x Lid Opaque FiLol Single Door with I , ShdoFItQ. l The Suelitc, G14 -.111U Installed litiliz ... g tile __ . Lit) to 1,c,QW Farre. __ - Li ... it. of Use ___ hell athon last ... tivirs, Approved far .1. In "PITIZ: NO L6 F Ill RI IT INST61 ,4,5.pdf Approved for ... outside HIVNZ: Yes �_i.t.ntl Variflioll By: C Ynd.. F. StanIldt, P.E. 43109 Impact You Created by I.dep,rld,rl. Third Party: Ye, Design Pressure: N/A Evaluation Repcilt,l, Chrhl.r; See INST 6104.5 far Cbvilgn Pressure Ratings, illy LL6Ijj_Rt_AE EVAL G:L"_k2df adchticent, I Use limitations, Im;tdllDtjLU instructions and Created By independent Third Party: Yes Product particular-,. (I 'See General Note 3 shoo, I of Ila Intel Oil - Drawing No. FL -6184.5 regarding chgelita protectloo- -) Edgeni CH 4J51 7 - - I - ___� (4.�gq 296-1 , 40 6"T B = ­ - P t 6 g , 0 B� Op,que uuo� the jXX) Il or OutswIlly __ . Fiberglass Door Li nit, of Us. ' ..- 111311,1fativin Distinction, Approved fur ... I,, lIVHZ: No FLG104 RI 11 Tl`jSTGIFJ,l.G.pdf Ap ,.v.d I ..... .. aside hi Yes P,,,11, � urifled By: Lyndon F. Schmidt, P.E. 43409 I ... RuAripuri Yes Created by hilepincl,nt Third Party: YQ, - 1) _qp` Pre -.'.: F/A Ev- "'"'U'" "Ji'l il .th'" 51, INST Gil for Design Pressure Ratings, any 11,3J,la III A' `V_A__6l8,L_1,adr adall., -1 "I a. 3, 1-atallatliall Instlurterl and "I "l Created by Independent Third Party: Yes Lp,.d.,t Ila, I rilarit"i I 1. - - ----'--------------- Design Pro .... e: N/A E-filtarthain Rep.,t. 6 IU4.7 on S l,tln,ll,,, S Irlea Up to TO x 6d Opaque Fiberglass Double Door ,win Y.D. Slddfita3 (OXXU) In,,' 5 I dallte Glazing Installed Utilizing the ___L- _ ___ _. - Snall ("Unis. - ­­­ It ,,its Of U.e ' ------- ____. .- __ In.t.,liol Iminhooll Approved far use I,, Ill No ELL1 � - Ap ­vad for - outside Hill Yes _UI84.7.pd Veilb`Nil By: Lyndel F. Scluoldt, P.E. -13409 - Impact Re,ktauflt; Yes Created by Independent Third Party: Yen be sign Piriustame: N/A Evaluation R.Facart. Ut her: see higr 61I34.7 ILL D.ign Pressure Ratings, a,,,/ Ear2jtlli Ill AFI 184 7 put __ EVA t,j,i__ ad dill*-,,[ use limitations, installation instructions and _ Created by firdepinident Third Party: Yes tl u product par , I rs. (� ,Sao General Note 3 sheet I of Edgerton, OH 43517 1) raising No. FL.'6184.7 regarding g1dil pl.ttl _ ­ � RS� ReF.Intant LltQs ___ --------------�-----------------.---------------- ____ - ___ _____ 6184.8 h. DlMJn,N,. Series . ---.. . ____ - UP to 6*0 x (i Opaque Fiberglass Double Door with Apprzi for ... outside HVHZ: Yes Vohfidd BY: Mark Westerfield FL PC 43495 i Slidal lea (OXXO) The Siddlit. G 31.brhu Installed UtilizIng tile __rLip _____ - __ __ ------.--- Ut, Sclo. Hama. Li bas.1U.. ­­­ -------- Installation instructions A. pprid"d fell, Us: 1,1.1 iVHZ: Ne F, sit a. a I N- U12i_�, Ott App .-d for Us . told, HVHZ: Yes ve, fle, .;: lyndon F.'S'�Ihmldt, P.E. ,13409 Implin't Resistant; Yes C reaped by findethindent -third Party: Yes D e,ligh, Pirclooturo- N/A Evaluation Reports .t be,: Sea It ST 6184.8 for Design Pressure Ratings, ally FL6ltLLRI AF EVAL_1�1_81.4,pdf to Do Inrit tfOUS, ill arbor ,to] O� a st0stlon Bstructlam; and Created by Independent Third Party: Yes Product P" d"Bla". (- �5ata GenerDt Note 3 sheet I or � Ura,ing No. FL -6 134.8 regarding adalli protection I` ') __ ... --..- _______.__._.___ -----. ___._ F�Idkl T'll L1A,rdm-­1n IF— 77 - "I mitil �,_" ff, ,., �ysf , - ", !"Is , t InAp I I 41 �m 0" im VIN I'll 1, ull � � ,,, ­­�. AncarrZA . . . . . . . ,�v "I'll '�j -5iro'., I -c", F I — noss .... 1 ma trial � si —aers . - Sol I, l ­ I FV, S1,,F 1 -.3 5,po J,ID ? I Join— I ­­,ji ( � . �- ` fl, il -, -1 , I, I - , " - v a, .1 Rai I config-roth-1, up to 6',] In height) D ,—,,�,��,t�—,-�.-h'�p�kwsn-.-�t�.����k.�,�.1 FILL 4 F1.8333-111 Appihattarl Revision Code Version 2007 Application Status Approved Comments config-roth-1, up to 6',] In height) Archives! R Product Manutact-irer Therma-Tre Corporation Ardir"tpillon-LI-mad Ila Intel Oil - Wendell W. Honey Edgeni CH 4J51 7 tile EVJ[Ujtloll Report (4.�gq 296-1 , 40 — ----.----- b_­_1la`a1c b. "Fib l / %;Uluil In5wing Insulated Up�,PiQ Fib-, ula,D Door p will. and - -Jaa . peirsonottreolmoloyea�.5 Aotherized Signature Steve Ja,lipeirson Quality Assurance Entity - `Ua5PgU'u.gLhtechUul.go5.uS Technical Representative Addiross/Phone/E ... all Quality Assurance Representative Addressillihome/Entall Category Exitairer Uvd,o , FL 4 _ __ — — Subcategory Swinging Exterior Door Assemblies - . ______ d. FIbarCFa55JC" / "ShloOmStar" OutsYl insulated Opaque Fiberglass Doors With and Compliance Mintled Evoluathart repOlt hull, a Florida RegstIlIlrod A,thhttist Or O Licensed config-roth-1, up to 6',] In height) Florida Prol Shot Eugh-se, o"' Aptar. ed far ... in Hill Ye, FL W, Approved fur use outside HVHZ: Yes Veriflud By: WondQli W. Hathey, P.E. 54158 2 Evaluation Report - Hordi,opy Peril U.4din P ....... ; N/A Ev-dratibul Rep., 11, Florida Engines, or Architect Name who d-liped Wendell W. Honey _ _ _ product particblars. (Noto - AS Ffl E1.10 -P.? utilized for Created by Independent Third Party: Yes tile EVJ[Ujtloll Report 8538.2 — ----.----- b_­_1la`a1c b. "Fib l / %;Uluil In5wing Insulated Up�,PiQ Fib-, ula,D Door p will. and - Florida License PE -541 58 - Quality Assurance Entity Nittioral Ac-ditatlon and Mallayourent Institute App=If d far ... in HVITZ: Yes &11__3_3_U1LJI..Jjr-T_3_8]g` 2- �jd Quality Assurance Contract Expiration CuLa L2/31/2011 Ulusig. Prethatirro N/A Evaluation Report. Validated By L.P. Scharldt, P.E. Pt Particulars. (Note - ASTM E1300-02 utilized far Created by Independent rr Party; Yes D,U.du-t ass Inside the HVHZ) IT Validation Checklist - Ha,dLQpy ReLei'Ved Without Skjoines - (X, X0 Or OX, OXQ, XX arld Oxx 11 leaffoutd, Of Independence FL§.U4_AJJ_CQd_1IERT 1jF_WD1ii�LLjENc:P PLLf App, .v.d for ... la "vllZ: Yes FLINIJILI RI 11 INST 8836.3.pdf Referenced Standard and Year (of Standard) 5ts.d,,d Design Pro .... e: N/A E-filtarthain Rep.,t. Other: �Ihj LOST 883a.3 for Design Preslyim Ratings, any FLIRl A �Q�q �00 UjPtjt - Y.D. ol-ii inside the HVHZ) Accepted Enitneturing Practice 2OU7 r1l .—Il d. "I'llberClassid*' I 'S,,cotj,Std," fh��,hnij bl�ullatdd Opaque hibelgh. Oacra will) and ASTM E1300 2002 __ ASTM E1300 2004 Approved for us, in JIVIIZ: Yes 1J_AtI1-_1J,I_IJ_J`U2ra ��22_f TAS 202 1994 P I rValli Of Product Standards Co,bficid BY Sections from tile Code ProductAppirci Method Method 1 Optlon D Date SulgrItted at 06/24/2008 D,te VDlidDt,d 01/12/2008 D . Pending FEC Approval 0711812006 Date Approved 09/15/2008 tion­lro, - L- _ —�� ______ , FL 4 _ __ — — Model, Number N�nn, ­,iptia" __?L___._R_____ JoJrm F�L,#U � 1 . ______ d. FIbarCFa55JC" / "ShloOmStar" OutsYl insulated Opaque Fiberglass Doors With and [ o wthout Sitelltes - (X, XIJ wI OX, OXU, XX nid OXXO ___ config-roth-1, up to 6',] In height) --- Limit, - Installation Instructions U o"' Aptar. ed far ... in Hill Ye, FL W, Approved fur use outside HVHZ: Yes Veriflud By: WondQli W. Hathey, P.E. 54158 lunpact Rlil ... t: TO Created by Independent Third Party: Yes U.4din P ....... ; N/A Ev-dratibul Rep., 11, Other: See INS r .LF38.1 kit Dil Pl Ratings, any FLO838 It _A QL-_B4.pdU _�_EQ._Eq4 __:__ _ _ IddIon'l us. I .... later" IngwIlution in't"Iction, ,lid LLUjii_L<L_6Ll._jjVl UU38-1 j,.Jr _ _ _ product particblars. (Noto - AS Ffl E1.10 -P.? utilized for Created by Independent Third Party: Yes areas inside tire hVl 1Z) __ __ ____ - F—_ ___ - �:__!Til 8538.2 — ----.----- b_­_1la`a1c b. "Fib l / %;Uluil In5wing Insulated Up�,PiQ Fib-, ula,D Door p will. and - Rys. J. Xing, P.E. .ithil Shrelitts, . (X, X0 ., OX, OXO, XX and OXXO - lonfign,oLlorns up to O'U in Freight) --,--- - - __ ___ __ Liml to ___lj Us. insfirl cat'linatir."U.n. App=If d far ... in HVITZ: Yes &11__3_3_U1LJI..Jjr-T_3_8]g` 2- �jd Approved far ... .auto. HVJJZ: Yes Val Tied By: W ­mdall IV. I P.E. 54 1.5a Impact Resistant: NO Created by In pendent third Party: Yes do Ulusig. Prethatirro N/A Evaluation Report. Oth-: 'See INST 6630.2 far Design Ple-11,uns, Ratimirs, any &il fit AF j9-F_LJJ,,��-Q4.pdf additional use limitations, lostall,ndon In,t,,,ctic.a and FiQIJ�33 Rl AF EIIAL813 ", Z_.p_qf Pt Particulars. (Note - ASTM E1300-02 utilized far Created by Independent rr Party; Yes D,U.du-t ass Inside the HVHZ) _. - - ___ ____� ------*- ----;-��.-T.,-,�5�-,����-�-,-�,-�.-�,T�-,�,-�--,.-�, D -D with a _�Jlg I s! .��S��,', _�c. Tlcnn�ldg5la 1::BRs 11 Without Skjoines - (X, X0 Or OX, OXQ, XX arld Oxx 11 _____L_ COnfiguratens up to 8'U In, height) ____ Limits of Use Installation heilre'tivirs App, .v.d for ... la "vllZ: Yes FLINIJILI RI 11 INST 8836.3.pdf App,.v al for Us. outside HVIl Yes Viviflod BY: Viandoll W. Hdroy, P.E. 54158 ', Inn"MR nsimutrant: No Created by Independent FULL] Patty: Yes w Design Pro .... e: N/A E-filtarthain Rep.,t. Other: �Ihj LOST 883a.3 for Design Preslyim Ratings, any FLIRl A �Q�q �00 UjPtjt i dddjti Ila[ Bad linnal installation r5t-u,tions and FLU033 RI AF. �EVAL8 1p, t _q pr.hic part!,, a,a. (Note - ASTM E1300 .92 utilized far Created by Independent Third Party: Yen ol-ii inside the HVHZ) .-------",- - . _____ - ­­ ---------- 4- Ladju. r1l .—Il d. "I'llberClassid*' I 'S,,cotj,Std," fh��,hnij bl�ullatdd Opaque hibelgh. Oacra will) and Archlyind t, .1 new � e its. - ()(, XO on, Oil, OXO, XX and OXXO __ ___ configurations UP to To in freight) - __ - Limit. of Us. In.t.11ritilan Inirturevicti.a. Approved for us, in JIVIIZ: Yes 1J_AtI1-_1J,I_IJ_J`U2ra ��22_f Approved to. ,is. callsi HVINZ: Y., Verified by: Woricall W. Fluthey, P.E. 541sa Inipact Reshnianit; NO C reated by Independent Third Party: Yaw, Design Pressure: N/A r valuation Report. - Other: Sco INST 883d.1 for Design l Ratings, any ELLI 11, E EQ-Ee4WU0.0Tpd _lj� thr addi rat Use irnitations, Installation Instructions and Fl Oill R I AE My -AL _g8M,_4_,AiJ1f P b,t c red pairtic sr5. (Note - ASTM E130il utilized far Created by Independent Third Party: Yes a , eag m,lrJQ the hVHZ) - ­___- - forall Fcm_l I ' EAterior DoorS Subcategory illil��'It 'I'll.l. , I , _ ,�� ft I , . , 1 F r, I , � �,'� I ' ' 7_�_",Jli � IF �,, r _# , , � I , :1:j, ;, ,J, �' P - [ o I I I , I 10, , � :� , al I_A,gr " 1 , 01 JILL ,to. Engineer Or Architect N,mo Who developed ' .r. I Ljr l 1 54 - o,F,.,�,111 , p r pl "", RE% Florida U -Se 'it-�f!'O�,iml., &&, , .Is larl , _D9 , i ­Irw ...... I I. -r".. I SI sor-so 1 D- S -D. j "opi ) it' - F � ULJ1 sto Is, : 111. : ,-,,,h I . � ­ I I I Approval 4 , � ll lhliIt , 4,11 Validated By Rys. J. Xing, P.E. Florida LILDI Osigh: ul V au it, . Certificate of Independence I EL1kJ!1_RU_L9L�rERj1fKjAFE OF INOEPkUQEJ`lCE_Pdf Referenced Standard and Year (of StandlDird) i'lle'LA'Daugg `­ o &z1`1`1_1_2&_zL2_-1__U 1.!=1`X&oJ`S1 � ."'I'z."I� L- Valldialed By FL ur RL 1 2 4 4 1. Q 11 INST I ,I ___[�__ _jj.2drdf FLI144J - Archived Applftetlan Type . No ' ClQpdy Building Products Company Code Version 05135 Duke Blvd. 2007 Q Referitill, d Standard and Year (of Standard) Application Status Inc, Approved (113) 77U-CO62 Com"llints 7�, 75, 1501J, 190, 76, 76V, 4R5T, WINL)CUUE',) W5 C­aga Door _sterfifldiurclupay�,;Qm "I've ___W _5.5, 486, 426, 55S ___--w ___.__..__. Archlyind Scott HD,ilt.n 111 Inip,not Resistant: N/A C at to ad by Independent Third Party: N. Product Manufacturer ATIOPHUHAIL 91-hig5 available far this product FL5675 R2 Ae CEPC 001 27,A.pd Therma-Iffe Corporation Opt - glaz my are available: (1) Opt. Iril plaided _Qxan Addir.ss/prone/Enrat d, Cyclic Pl reculienients for Wind-borne D,IbriS 118 Iridustflal Dri'd, NOF Intlet Lite I'll lo,stant ,1111loniont. for W81JR. The product W/o gla�iflcj UQES comply will) tile impact resistant _m n require e I for WEDR (rat 1509.1.4 FBC). � - Edgerton, OH 43517 A 14, 11, 11, 4111, 48B, IRS,, 111NEcOU16 Wo G111,, '-,or ,ill, 119110,11 Impact- � RS� ReF.Intant LltQs ___ --------------�-----------------.---------------- LinIT3 of Vs,D Installation fllathu"i­ (419) 298-1740 Apprzi for ... outside HVHZ: Yes Vohfidd BY: Mark Westerfield FL PC 43495 I ... Pact Resistant: Ye -D Created by Independent ThIld Frilly: No brusigir P-lolaome: F33 PSF/-4, PSF Evaluation Rap.irtbi Sid5lie'SLUOULachriologill impact-resstont glazing are Impact- resistant (large mIssilt, Created by lud9pordent Third Party: No Authorized 51gratuh. - - -- ___ - 7.'�z ' ' ""' N_" ' S ' St P -h ' " - ` ' :: 5( �_ , , �. ee O � .. 2- 'u.7-nigla-Cut (up to To" Wide) vivair Wright GRS IJRS� - ___­ ­.________ ___­____ __ Li anits ,f Lhili Installation Inst, ucti'mr, Approved fal ... in HVH7: No FIL567.9 A?, I WB -R. 1 ' fickw9twb1dilicougultants.com Impact Resistant: No Created by Ind a vendont Third Party; No Tachrilcol Repres.nati,ii, Adifiess/PhomplEnnall Quality Assurance R.piretwint.twe AddirlisshinumaErl CaPi EAterior DoorS Subcategory Swinging Exterior [).or A,slurrildles Ce ... pliturce Method Evaluation Rep Ott from a Florida Registered Aldil ., . U-n5ad [ o 1 Florida PofessOmal Engineer . , t Y'�ll"�,��c,r,Llyl�l;e��lln-E,77f"le- M - Z Evaluation R It - Hall Recol,did ,P, JILL ,to. Engineer Or Architect N,mo Who developed ' Ly.do. F. Schmidt, P.E. ,he Evaluation Repent Evnluotion RepLyrL froin a Florida Registered ArchilUnct or a LiLemidd Florida U -Se FE -43409 Qua::ty Assurance Entity Natural Accreditation and Management institute Qua ty A-.-surande Contract Expiration Oita IZ/J!/2UI1 Validated By Rys. J. Xing, P.E. Florida LILDI Z Validation Checklist - Heirdloopy Received Certificate of Independence I EL1kJ!1_RU_L9L�rERj1fKjAFE OF INOEPkUQEJ`lCE_Pdf Referenced Standard and Year (of StandlDird) Standard Yes, Valldialed By Il Ig97 RL 1 2 4 4 1. Q 11 INST I ,I ___[�__ _jj.2drdf TAS 2U2 1994 � E ulvaleflial of Product Standard, q Certithind By Sections from tile Cod. Technical Representative D:tQ �iulbmltted 07/01/2009 - Fir M lumnsi ,,, ,------ - ji l . __ I��, I fflip"', ", "' , I r , I - `0 MR.. ME= Quality Assurance Reptecontal J � �,N'u 141 V f ,!:lt 111. ,� I L . gI .. . r L.4 I, I. .0 I I . F." W [ o 7 . , t Y'�ll"�,��c,r,Llyl�l;e��lln-E,77f"le- M RCSUo.. ag�, I 11­�,,Da­ t "t,-,; � I ,,.Dii -A'br,1­­,o I -L—­t, ,zo.l I 'j, star 1 or-'s"of-j"; ,,n, � S.11.1, � . il �e "Sir, � , fill WP-d.ot Approval Ul Lb -11 Compliance Method Evnluotion RepLyrL froin a Florida Registered ArchilUnct or a LiLemidd ,"n,", ,,.,i.,­e,?,z,j.,;,_,�',LGtc ` " , i4N, � ,lML_U_ ,,,,, --.-- l4n,tall.ti,in lbe,torn'thon, ____ - FIL ff FL5675-R2 Scutt Hamilton ApplIcution Typo ReAsion Florida LILDI Code Val s 1117 In1erLek Testing �ervl­o NA Irl EFL,rWarnack Heroey Nation Applica Status Apip r.v., Valldialed By Commeni.5 RL 1 2 4 4 1. Q 11 INST I ,I ___[�__ _jj.2drdf 1-11' validation Ire,k1st - Ha,d,.py Received Archived r . Product Manufacturer ClQpdy Building Products Company Addiuss/Pi.no/E ... �11 05135 Duke Blvd. _�gtjty- S L'21cl­u_t,1fltgJJi pdf � Q Referitill, d Standard and Year (of Standard) Mason, OH -15040 Inc, Year (113) 77U-CO62 ANSI/UAt;flA 106 2UU2 7�, 75, 1501J, 190, 76, 76V, 4R5T, WINL)CUUE',) W5 C­aga Door _sterfifldiurclupay�,;Qm "I've ___W _5.5, 486, 426, 55S ___--w ___.__..__. Authorized Signature Scott HD,ilt.n TA3 402 IS94 Inip,not Resistant: N/A C at to ad by Independent Third Party: N. ahsUFiltoII(1Ll0qpdY.CQm ATIOPHUHAIL 91-hig5 available far this product FL5675 R2 Ae CEPC 001 27,A.pd Technical Representative D:tQ �iulbmltted 07/01/2009 Addlress/Thonel Data Pending FBI Approve 071OV12009 Quality Assurance Reptecontal ----' 5675.�a Address s/PhItne/Ernall 7 Category E,It-Nal Doors Subcategory S d�tlbolldf Extel ban Door Assemblies. Compliance Method Evnluotion RepLyrL froin a Florida Registered ArchilUnct or a LiLemidd Frl��_EV Florida Professional Entilre-ir --.-- l4n,tall.ti,in lbe,torn'thon, ____ - re Evaluation Report - HardcopY Received Florida Engineer Of Architect Name Who developed Scutt Hamilton tile Evaluation Repolt lanp­t Rodistant: N/A Florida LILDI PE -6-1206 Qmillty Assurance Entity In1erLek Testing �ervl­o NA Irl EFL,rWarnack Heroey Quality Assurance Contract bxpluration Date 05/,al/1"ij Valldialed By GIDY, Pfucl RL 1 2 4 4 1. Q 11 INST I ,I ___[�__ _jj.2drdf 1-11' validation Ire,k1st - Ha,d,.py Received Caltlfl(�Io, 'If independence FS �11 7 5--luo'l r I fi ,a-1 __`dLJJ1IJ- Frg irldani:-o __sILVa I t-, - -a-lij hLy , Created by Independent Third Party: �Y. _ik Gary Pfiu,@h[tJ,Ldf . _ ___ Evaluation Reports FL5_�75 R2 C2L5tktii1etIt 20-111-01lell 2LEVa_1QI Fl RUNE Li I "d _�gtjty- S L'21cl­u_t,1fltgJJi pdf � Q Referitill, d Standard and Year (of Standard) Standard Inc, Year -------.-- __ __ ANSI/UAt;flA 106 2UU2 7�, 75, 1501J, 190, 76, 76V, 4R5T, WINL)CUUE',) W5 C­aga Door A5TM E330 20Uz ___W _5.5, 486, 426, 55S ___--w ___.__..__. TAS 201 1994 Approved for ,,,:,. in hill To Fl 1675 R2_1L_LQJLU,LRqyLLizgL TA3 402 IS94 Inip,not Resistant: N/A C at to ad by Independent Third Party: N. FA5203 1 994 Equivalence of Product Standards Certified By �Qutl­ from tile led - Product Approval Method Method 1 Option D D:tQ �iulbmltted 07/01/2009 U DV�ljdatcd 07J02/2009 Data Pending FBI Approve 071OV12009 Data Approved C)311112009 " — ----' 5675.�a - U21 VV5.09 PAN -21-151: 34A, ol, ,too[ Pan (min. 25 ga.) Singlit-Car (LIP to Y'Ll lide) 7 1�1� 73 75, 1500, 190, 76, 76V, 4RST, VANDCOD&D V115 ca,dge Do., Intpuct Reniiistant: No IRSF, l 6RSF, 2RST, 4$, 4z, __ - - - _. ------ ----.-------- ,!�L3�_ -1 "I IF -11 I- ­ Frl��_EV Limit. of U­ --.-- l4n,tall.ti,in lbe,torn'thon, ____ - Appirni IdU­ " a in trvpz�j B FLEG7, R;k_ll_IO2Il0-Rrv14T,df _ Approved to r .:. outside HVHZ: Yes - Verified by: Park WEAL, hold FL RE 40495 lanp­t Rodistant: N/A Created 'BY Irdcp-.da.t Hill Party: No - Design Prias.ime: 1 30 P5F/-32 PST ti u at ation Reports Other: All OPTIONAL gla�inq�, available for this product ful5_7L meet tile wind oad icquirements of tile FBC. Two type, of r­tqd -1 . - Opt- I lizing are ayallabIG: (1) Opt. Injeltion, Molded L-n RL 1 2 4 4 1. Q 11 INST I ,I ___[�__ _jj.2drdf Flat- 8, Glazing LhoL DOE�; meet the I ni-go fliS51he 1 ... pact - Verified By: Lyndon F. Schirldt, P.E. 4'40Y �' C111h, Ile"llu requiremento (or w! nd b.m. U.1j,hD Created by Independent Third Party: �Y. Regions (WE DR) L, (2) Opt. F,ama ig Glarlimij that DOES Evaluation Reports HOT meet the thibact resistant requirement for l The Fl RUNE Li I "d plud-It 11/0 glazing DOES comply .Ah the ,,,pact ­15tart __L4±j_ _f Created by independent Third Party: Yes requirement for VITOR (FLIF lbUY,IA FUC). I Inc, _____ -------.-- __ __ __________ ___ 5675.25 025 V15-16, PAl 64A, 94, 'Steel Pa. (min. 25 go.) routi.-Cs, (9'z- to 16 Or' MOO) 7�, 75, 1501J, 190, 76, 76V, 4R5T, WINL)CUUE',) W5 C­aga Door 4RSF, GRST, 6FC-,F, 2RST, 48, 42, ___W _5.5, 486, 426, 55S ___--w ___.__..__. _____ _____ Li ... it. of Use I.stallati.n. Instruction. Approved for ,,,:,. in hill To Fl 1675 R2_1L_LQJLU,LRqyLLizgL Approved for outside HVHZ: Yes Verified by: Mark W-taffleld FL PE 4 3,195 Inip,not Resistant: N/A C at to ad by Independent Third Party: N. Design Pressum: i3n) POF/-30 PST valuation Report E ATIOPHUHAIL 91-hig5 available far this product FL5675 R2 Ae CEPC 001 27,A.pd i0thleir: ,det ti3O,W.d land renjuirementsafthe FBC. Two typeset Created by Independent Third Party: do Opt - glaz my are available: (1) Opt. Iril plaided _Qxan Firanne ,� Glazing that UUE5 JU­L the I urge Mg.,ila Impact - - d, Cyclic Pl reculienients for Wind-borne D,IbriS Regions (WEI or (2) Opt. Fame g, Cla-ling the t DOES NOF Intlet Lite I'll lo,stant ,1111loniont. for W81JR. The product W/o gla�iflcj UQES comply will) tile impact resistant _m n require e I for WEDR (rat 1509.1.4 FBC). � - 5675.51 1 V16-09 PANw2FI53: 73, 75, Steel Pat, (111111. 2 5 11,1.) Sl ii (up to 9*0- whie) 11 US " A 14, 11, 11, 4111, 48B, IRS,, 111NEcOU16 Wo G111,, '-,or ,ill, 119110,11 Impact- � RS� ReF.Intant LltQs ___ --------------�-----------------.---------------- LinIT3 of Vs,D Installation fllathu"i­ Approved for ... in HVHZ: No F1 567.5 R2 11 JQjj4d-A-RavI2.pdf Apprzi for ... outside HVHZ: Yes Vohfidd BY: Mark Westerfield FL PC 43495 I ... Pact Resistant: Ye -D Created by Independent ThIld Frilly: No brusigir P-lolaome: F33 PSF/-4, PSF Evaluation Rap.irtbi Other: S�lid doors (110 glazing) or "Ors With optional F, Sill 5-R? ZzA,Pdi impact-resstont glazing are Impact- resistant (large mIssilt, Created by lud9pordent Third Party: No [.Pact). __ - __ __� ----' - - -- ___ - 7.'�z ' ' ""' N_" ' S ' St P -h ' " - ` ' :: 5( �_ , , �. ee O � .. 2- 'u.7-nigla-Cut (up to To" Wide) IZA �111,w','.,,",'�, 12'1' 4UB, 4R",r, VITNOCOU11i gV6 Cal D ... GRS IJRS� - ___­ ­.________ ___­____ __ Li anits ,f Lhili Installation Inst, ucti'mr, Approved fal ... in HVH7: No FIL567.9 A?, I WB -R. 1 ' F10101348 -4 -p -df Approved to, 4- voill HVHZ: Yes q u Verified by: ,ik West Tied FL RE 43495 Impact Resistant: No Created by Ind a vendont Third Party; No Design l33 PSF/w42 PST Evaluation Reports ,pressure: Other: he glazh, 9 ­ai to bieforthIspuddrtmeet5the FL56 /5 Z = r�S 0 Q4L_A,p f _2n _ __p� _IL wind load requrchierl uf the building code but DOE%Ii NOT Created by Ind-rencent Hilrd Party: No meet the it, act resistant requirement for wltidborne P debris aglon'. , ________ __ _____ __ - . - - - ___ ___ - ' so:PA 2FI53: 73, 75, 5teol Pa. (min. 2.5 qa.) D.Oble-C., (9'2" to ir'2" .1da) L4`2 F� 9,1 zlt�q:42171, 00, 4135 WINDCODEL_�) WG G - , � T, -iiage Door With Optional Impact - 6RSI ______ Re5l5tiva Lil ____ Limit. of Us 111,01.114tia. fruit, lastions App,.eOd I., as. I. HVHZ: No F1,5675 I !L-�Q1.531)oA�R�vlG:Lllj_r,t,p�if App. .e.d for trin, inat.id. HVHZ: Yes Verified By: Mark esterfeld FL RE 46495 _ W Inale ct Resistant; Yes by Inc a Created Li ncent Third Party; TO Design Pielssure: F�37 PSF/w41 LISP Evaluation R opar to Solid door' Othe . l glazing) or doors with optional L25 T E F_ - 5 R2 A CBPC-Ggg 30 f -A,fi Fill cl�: -resistant glazing at a InpAct-rash5timt (large missile Created by Independent Th611d Party: No n,pa , P ct). - _ ������ ����� __- Agency CIertificaps CQftflflL.tiLaI Agency _' , LJ ' t. of Use Installation linsitirecti.n. =ppilroeled 1-1 -1e I. Hill No FI 5675 .1 11 -Ray )wShant,ld _-1 __ , 5,9,R Approved for Us. outside HVHZ; Yes _tu Verified by; Mai`<N�cstcrfald Ft. RE 46495 Inapa Lit Resistant: NO C -Led by independent Third Party: NO Dolim, P-o-sbro: �37 PSF/-41 PSF Evaluation Rcpvrts Other: The glazing availahlit for ths product mantis tile FL5675 R2 AE CBPC - _09QG;rU-8.2df Wind load requirements of the buildity ,.do but DOES HOT Crested by Independent Third Party: No 111cut the impact resistant requirement for windburn - debris regions. Product Approval Method Method L Option D DAe Submitted U4/17/2009 Date Validated 0710012009 Date Policing FUC Approval 07/15/2009 Date Approved 0811112UU9 FL # __ - 1-1441.1 __. _ I Model, N.UrbO, Or Nanne 'Cl.531L', "Shrivel �-�C�,5�'. Craft" or "Classicoaft �au�,�c - 'n t Rn5t[,' Series __ ____ D.1ca ipti.. ___.__.__. _______ __ TO x G'SIQpdq.a FliertI Single Deal w1th Trans— (IJI - I ,r .wIng Or O.L,wlrg __________ Li ni's of mr. Itist.11.1than Iniurmotp.n. Approved for use in Hivi No EL1244 1 PLO 11 I IST 12441 � I ,xt Approved for use lo.t.irfa HVHZ: Y -a Verified By: I - Udell F. Schmidt, P.E. 4s4Uo Intpuct Reniiistant: No Created by finihetnandent Third Party: Yes Design Pressure: N/A F Rep. , is 'erilbratical Oth.,: S- INS F 1 z441.1 far Fiesign P1 LID,,,, O Rnth ga, Frl��_EV add , IF O.D I .-a 11"'It"tiors, ratallathn Instructions and � Circated by independent Third Party: Yes Patty reduct particulars. lbq�..t Riii.15t.ut: No �___ = ------------ _,7: ==F.---,,---�,�,-�,-��---,-,-,�-�, _ _,­ .h I I, 11, . atz, F� 1, _1.1. I Aisa, �j Lt.—.. I L,cd., DC,HL __p,,,,,ti_U ll�Tl shu., �. T,,z,r'U 1 X -6'80phqua -Fiber gl=-a Shir19-la­D--Q­;l -V-4-1thSiid I "classicCirnft' ., "Cla,lIcIrnfl: Transom (010',�N) - 11,wing D, Out,wIng ROsti,' Sedds. � ----------- Kti Linum Isf Usai I st-11-firm, Instruction. Approved for use 1. Hill No RL 1 2 4 4 1. Q 11 INST I ,I ___[�__ _jj.2drdf Ap Proved fur Us i outside HVHZ: Yes Verified By: Lyndon F. Schirldt, P.E. 4'40Y Impact R..i:t. it: No ' ' Created by Independent Third Party: �Y. Design Priss bria: N/A Evaluation Reports 1) the.: S -Q IN5T 12441.2 for Udtlgh Pressure RatlnV, Fl RUNE Li I "d a,, I a y add tion I Use limitations, installation Instruction-, and __L4±j_ _f Created by independent Third Party: Yes Product pairil Inc, "'" -35 , J "" ` "_ , ' - b F` , _," , - b � , "' � `-1 , I -I" ""' I, " � �` - ", I " E40 - - -­ __.___..___.___________ i '.. ly� "M . .:::: " .of ,-Z' �� 11 Mil, � ­ , � ��. ,,, PR l - , ildiFri,%,'!',gg,R I I . zffwl __ --- - . N j - ? , I*. "6, �ilv rip �t I I a - I711I sli nall ` 1 1, 103 MIN I,, ,I V2,52. I Mileator. 5 callea Julio 511 i,j! g, ,!, givilr, V41 ,�. it, ,.... - I , _N101rL). Appi .-,I f'a, O'. rat"'V" id, "VHZ: Yus quality Assurance Curflu Zt E�Pir�.twa Out. Hi­1ill Lhuits, of Us. ` iInm 07.2i .-.,L Ol,"'! L ,-b__,,-n'- � , . 'o --ti,i'll � Iticso— t For, Lor I ocis III, 11, I Llps : S=lcrr I . . " ,,:I �� 41, W 1� Product App,.Oal ." u5,dc,_bll,U­ lbq�..t Riii.15t.ut: No 07/31/ZUJ,l _ _,­ .h I I, 11, . atz, F� 1, _1.1. I Aisa, �j Lt.—.. I L,cd., DC,HL __p,,,,,ti_U Installation last ... tical FL,` PL92 (l NIUIU2UYA) 2) MILESIONE S011od JUDO Noil-InTact Appil dtlan Type Kti Created by lit if � -Pon ,in - "I jil" Party: ye 1.1c, orai n V 2007 (8-itird and Uadd Counties). ,IppljcD tile. Stating, Approved FL92G2 RZAE ERNOIGSUIJ _ES H I 000 NIR.10 FL9202 �pclf Cumm t5 D` - Created by Independent Third Party: Yes 9-1cl Arclilved p '�_,Inhtrl -.f Product Manufacturer Florida Extruders International, * Inc, AddIeDD/Phono/Errail L54QJLwULLl­ - EL2ZV_K_1_C�_C�(L=1LQ2JQ71J?QF ,. is r . a -lit App e Of fia .5 . I. HVHZ: Yes Sutf,rd, FL 1z 71 hnp,Ii RhazoiritallU NO 07/31/2014 323_3 (4 07) 300tr Extr334 Irstrillaren In,st'Ll ... Other: 1) H -L 45 53x94 (NAMICLIfUlicatel,1010207) jIlakod,11-doex "do S.Lom 2) MILESTONE,: r�as leer) l 'Pact Resistant Authorized 5bjU,l Jim Hake Created by independent Third Party; Yes evolut" led (01 a,. in High Velocity Hurricane ��orl JiluketiflolidauxlL,didel-a-Ur . (Steward and U -no C.Untea) Technical Representative, J!mH.ke FL9262 2 _AE ER.1o]l -.15HIOGONDI 011=9262.pal __ -F-C Addess�Phhtlro/Emajl 2540 Jewett Lane ___ 9262.3 flileatona Sarles. 1000 SH - - Must ... Sehoo 1000 5" Alumilmir Nor -Impact Whido. With Sanford, Fl. 32771 Std -5111 or HI -Sill With JIG �5 1-511,11-9 Limits of Use (407) J23-3 Lou "' ' 3 ' APPILived 1-1 ... in HVHZ: No LL94-" 191 Jh.k�,'.-�fl.rld'aextruders.coiiI tZinality, A,,,,,.,,,a C...'1�ic1t1E`,-P,1i­nh­ Date Quality PuaLl-ro. Representative Bob Ion-, Cep�R-liat'llt: gcntli`rassurc: 445/-45 Address/Phand/Ernall 2540 Joll Lane L!L�!,'B�_.R2 11 g1TNj_11juu-_j5Uil Ul ... 2U7 L, 2 ) MILESTONE Sell., 100U N.r-ln­q,.LL ) lanlord, Fl_"�2'/71 , Resistant Alon IF ILL UuSingla I lung V11ndow5 have (lot Created by Independent rhird Party, Yes (4U7) 323-3�1� 1xL 131 Evaluation Relicats (BroWard and Dade Counties). dj­,:SGfl.,da _.tedel-s-int fi,fld� L,Ubrear or Ardid- N,,F.e WIIO llilall,ed Category 'Allido- Create,] by Independent Tl,i,d Party: Yes Sub"Actl Skiii Hung - _______,CertilJ­ti.. Compliance Method CaLfficdthan Mark or Listing __- Agency CIertificaps CQftflflL.tiLaI Agency National Accreditation U LT,Ulu9,Ll Institute, Valldl�fied By National Accreditation e, Management Institute, Rate ........ lSt­dardaLrJY.Dl­(.fStandhird) St,nda,d Ye-.. FLIl 11 SH -NI J0G0,JghJ�Wg,,, Lf I AAHA/VJUMA/C5A 101/i 2005 Cartifled Ely EqUiVaeflCe of Product Standard, P,cTm;1;AFsprc,hl Mattl Method I Opti- A Ult, Slab ... Itted U 5/011/2010 Date Validated 051012010 Onto Putting FBC App .... I 05/OG/2ulu Date Approved 06/uLl/2010 I....... " - _' " - - -­ __.___..___.___________ i '.. ly� "M . .:::: " .of ,-Z' �� 11 Mil, � ­ , � ��. ,,, PR l - , FL if .- K-1 Model, I .... ibe. ion, Name Des" pthou, I,, ,I V2,52. I Mileator. 5 callea Julio 511 -_ - Mill'stalle Slanes IQU0 5H Aldr,norn NOU-11UPhut Wright. Paid. — _N101rL). Appi .-,I f'a, O'. rat"'V" id, "VHZ: Yus quality Assurance Curflu Zt E�Pir�.twa Out. Hi­1ill Lhuits, of Us. C-stific-tion Aidoun,y Citutificate App:,,"d I ...... III ,I. EL925 - �_R2 C_CA Np0JQ20 A�FPUL K. .,,hPI,l Ap ev to .. P ii .id 11i Yes 12-rility A .......... Contract E.phistilon Data lbq�..t Riii.15t.ut: No 07/31/ZUJ,l I). '55/.55 "I'l Lp I 11.25, Installation last ... tical 51:5 He . I 3x84 (NAMI Ce, Lifhatur FL92o2 2 RLJI_SHIIJ__!Q� S"!"' NIUIU2UYA) 2) MILESIONE S011od JUDO Noil-InTact Verified by: RQIDLI 1. A ... 11,10, P.E. �' ' it ILOIE No 497�2 RunIstanit Alurbriurn ninglu Fluid Windows [lava not Created by lit if � -Pon ,in - "I jil" Party: ye been Olah-L.c.1 for use Ill fith Vil HU'r1c,"Ll Zen- Ev.1-tion Re Is (8-itird and Uadd Counties). Ekil R2 A'Epoclisq _ _NkcLk6LL0 FEJSNJugqLP f Ravi,shOn FL92G2 RZAE ERNOIGSUIJ _ES H I 000 NIR.10 FL9202 �pclf - - .-------. - Created by Independent Third Party: Yes 9-1cl rallosto, - - ; P'llest011u, SWIVS COU SIT AluUnrurl Noll -fill "" wi "'o W .... th '�_,Inhtrl -.f , , ------ i"d - I ...-*-"- _il --------- Certification Agency Cautifir,ate App .... of lich, ass in JIVII Z: ,to a EL2ZV_K_1_C�_C�(L=1LQ2JQ71J?QF ,. is r . a -lit App e Of fia .5 . I. HVHZ: Yes Quality Assurance Conti act Expiration Date hnp,Ii RhazoiritallU NO 07/31/2014 Design P ....... : .45/.45 Irstrillaren In,st'Ll ... Other: 1) H -L 45 53x94 (NAMICLIfUlicatel,1010207) F -1I_.SH_NJ_AQqQ9�0QQ_40OQ Ovialref 2) MILESTONE,: r�as leer) l 'Pact Resistant Verified BY: Robert 1. Aneir.., P.E. FL RE No. 49752 Alurrk m Skill V ung Windows h'a've not been I Created by independent Third Party; Yes evolut" led (01 a,. in High Velocity Hurricane ��orl Evaluation Reports . (Steward and U -no C.Untea) I I EL_9262_11� Aiii�,LJP,165U , , - rJ0qJjr4Xq -2 p __wkI�:_djdQ _E, �q , of - Created by I-dep,unchillit Fit rd Pagy: Yes FL9262 2 _AE ER.1o]l -.15HIOGONDI 011=9262.pal __ -F-C ___ __ C, - Led by Indeptudiant Third Party: Yea ___ 9262.3 flileatona Sarles. 1000 SH - - Must ... Sehoo 1000 5" Alumilmir Nor -Impact Whido. With I -------- Std -5111 or HI -Sill With JIG �5 1-511,11-9 Limits of Use ____ Certification AgIaboy Clarbill APPILived 1-1 ... in HVHZ: No LL94-" 191 AV ,loved kin - cart,holo Ili Yes tZinality, A,,,,,.,,,a C...'1�ic1t1E`,-P,1i­nh­ Date Inlrp No 07/31/20 lit Cep�R-liat'llt: gcntli`rassurc: 445/-45 Iii.tiallrithin Instruction. Ont" H - LC45 53.U4 (NAMI Certificate I ... ; 1) L!L�!,'B�_.R2 11 g1TNj_11juu-_j5Uil Ul ... 2U7 L, 2 ) MILESTONE Sell., 100U N.r-ln­q,.LL ) Verified By! Rribint J. Amor-, P.E. FL RE No. 497.12 , Resistant Alon IF ILL UuSingla I lung V11ndow5 have (lot Created by Independent rhird Party, Yes For been evaluated Do 1. High VDFO,ity F+_rHca,a Zero, - Evaluation Relicats (BroWard and Dade Counties). F_L2zrlP_.11_AE. JQf_1__kLQ_!�5_7,QL_F.Ft5UJQ0 2.,12�pdf fi,fld� L,Ubrear or Ardid- N,,F.e WIIO llilall,ed FU9_;!G2 Uag _NW1015' ,O F�ISlt�_OURNIRLSVO Fa 92 2,pLif 1_. w��� Create,] by Independent Tl,i,d Party: Yes - Fi�;�__5 ___ ____ � IoFto r 9262,1 ,7 ,; a Z ,as -I----.---- Mile5ona, Series 1000 SH Aluminum Non -Impact Windo, ,,jth , - _______,CertilJ­ti.. 5td-Sill or HI -Sill I Limits of Use __- Agency CIertificaps App, onled for ..a I,, jjvjfZz No FL9_2i__1.l PLIVIO�U/N-Puv Approved for obse .."id. "Ol Yes Q,ality Assurance Contract Exp4atiou Date I Impa" Resistant: No 07131121) IT Design Pre .... c: ,45IW45 Installation Instructions Othorr: 1) H -V;45 53.72 (NAMI Cortifficata FLIl 11 SH -NI J0G0,JghJ�Wg,,, Lf I - 11101020N) 2) MILESTONE Fill 1000 N.n-f ... pact Verified fly: Robert 1. Antemso, P.E. FL RE No. 49752 Re,,lstart Alum[tiuiii Single Hung VvInduviD have not Created by Independent Third Party: Yes I been evaluated for use in High Velocity Hurricane Zore5 Evaluation Reports (B,..a,d ,and Dade Counties). 13 FL92- ��J-2__AF CO L-U-O.lK,U--F-El2UII��"�AL11-itYl)-J-L�2�2.p��f Ffg,162 R2 AE ERfl.i6,50..FEISHH00LnHRev0 FLO262 pqf _11. __ - ____ ­­ ___w___________--____ Created by ludlapordeut ThIld party: Yes 9202.5 Miln'tone Series 1000 511 15�� Mllust011e Series 1000 511 Alumlinn, Nomfimpost Window ,sth K_$111 � - ", ' l - " 1� I I 1136 I - - _"' -_ ­ ­­_ ­.. i '.. ly� "M . .:::: " .of ,-Z' �� 11 Mil, � ­ , � ��. ,,, PR l - , , ir , � , Eff ��5` ill *�,"` F. � I 1. lla� mlnidl ­ � .,-,:: ,� .. I !; , - 'll I h , N - t . __ - id , � I t, I � ,E . � I - ,, .2 " i 2n Ce,tific.t Approved " ' I" .': N Z_l7­!j,Al ` ' LP.QF _N101rL). Appi .-,I f'a, O'. rat"'V" id, "VHZ: Yus quality Assurance Curflu Zt E�Pir�.twa Out. UCli H- 1 Log 1, t -, K,d!,L,L,;, � -t I.— I -,oil ... I ts,,h,,,,a I aWas a F,- I .,..,.nl 1 h , ­ I D'o s, I s I! ,,,rP . , c". ; S,.",h 1 � , * Product A oval Pl.d,,,t Approval rom, "UL, lj�, 140 ­ (Dro-Drd and Dade C.Linti.,i). F ld� ERF10541) oCI FJ00QAT R -il AE _ ____Uvo.pdt CreAdd By Independent Thqui Party: Yes --------.- yi IISCR . ,_U , biiI_ �dk ;_�,;TT_ I 10-00-Re,-tF,ti-g-ul-a-r--&,-S"'ha-ped ­Des,lgn_�,r­ :��� ___ Fixed Aluminum Non-Irripact 'Alludove; _.. L-va"Puat� " ­­ � L�FITI)'­, I- � tsuic,tl at-c.a., .p0l,apni bl,t..l " I _11` 1-I'Duloill ax IdLQ'I'l ill"n-ra 1-11 I L'I'dovill A10 -1p;. .z'.. FL92,12-R2 D.-ign Pl .... : k.45/.45 installation Instructions I F L I, FLU409-R3 I Code Version Applic,ti,in Type Ravi,shOn Application Status Approved Coca Version -1007 Approved far ... in Hibi No F19,1hz_Rl CAC NPDlQ?,'13LPDF Apploved for - outside HVHZ: Yes quality Artisan ... a Clomirchh, F.pristirin Date AppincotIgn Status Approved Othea: 1) F%'/-HC35 I /JX37 (NAMI Certificate Elz,.,Lz-a2--ll-F-ru--kgosL-202a-.Poa�Rdi Product Manufactuer IQL .... cits; Inc. Addiro5syllwho/E ... all 2540 JOWI,LL Lane Archived 1z Sanford, FL 3 771 - __ .__ -,-- P,Qdu 't Manufacturer Florida Extruder,,; international, Inc. __L2 _Ali) Ap ,.v.d rom use outside Jill Yes quality Arnarrounce, C. _ attract E.ph-anthan Date Addo, ,toPhurejunnull z54U Jewett Lane Authorized Signature Jim Hakis Fixed Al ..... imn, Non-Ithi,il,t Windows have .at trearl Created by independent Hit Id! Party: Yes Sanford, FL - 3'771EXt jiloko,glicrid-truders.ca ... - Created by I-dep,unchillit Fit rd Pagy: Yes T,11haital Repiesentati,F, (407) 323-33 00 334 __ -------------- - =,,l,B_,­__�,,�__ ;�_ ��..� Miles ,url Series 1000 Rectangular & Shaped Designer Addess/Pho n ej Email 2,40 Jewett Lane Jhcko,'JPllurhdhD..t,udpdr5.cB ... Ap :-e.d for use in Hiil p EUILA�1-121MEF Slarl FL 32771 Autt-1,old SIgratel, Jim H.k. (407) 323-T3(30 Ext 334 V'lloat.0 uY Z�Lr,,,Y j1hokegifflorldinextruder5.corn la Vi,til Cliell - lh,dRopV R.,II Q-alltY A,D­n,­ Representative rachillcal Reprits-Niarve Jhh Hoke Addless/Philne/Emall 2510 Jewett Lane Address/Plione/Criall 1 540 Jewett Lane 2 Sanford, Fl. 3 771 -0 . S� Sanford, FL 32T/I R.L.il.d fi,fld� L,Ubrear or Ardid- N,,F.e WIIO llilall,ed bionealiolborichnex runer-am t 323-3300 Ext 33-1 category Wind- 1007) lU,k,c,,ZPfl.,ldaa.hudL,S.C.m , Fixed Quality All.tance Rdjj,ag,tUc,tl,,l Bob Jones Certification Agency Add-1/PlIallojErrall 2r,10 Jawott Lane Validated By National Accreditation & Management li'-ftilete, Sanford, FL 3277 1 �ttphdgirl ys.in 2­1.1"als .rllldq.nd..,. (407) 3_13-��$UU ExL 234 ., Lit rrld�gf, , L LI _ �,,d� ,R 7,44�qj.prjr bJOr,a�fl.,ldldxt,ud­.c.m R,rirel laildnind ard Y- (,f 5wrid,nd) Catil Y El U.015 .N511DASNA 100 2UO2 -Y Subo"t." 511ding Exterior Door Al,rosiliblIcs �.L,02 COUIPIlance Plethod Certirlcdtioll Mark or idstIng COlIfficathan Agency Hill Accreditation & M .... a doll Jb,dJBte, Validated By National Accreditation a Mill.11ps,lout institute, Rafordlood Standard und Year (of Staiddrd) fillAndjid Ye­ AAMA/%vUl IUl/I.S._'/A44U - 2UUg ANSDIIAMAiNt'l 1011I.S. _� 1997 Equivalonce of Pi oduct Standards Certified By Product Ap�lrvvil flothed Method I Option A " ""' "I _­` A` _� --ma. I - - _"' -_ ­ ­­_ ­.. 00ITTIMM SRI nr y"j. 1,11 g, � 1- ,ja�ii;*;�,' I— i; ... �` "i I � 11�� 11 L _____ - -J Milestone Series - 1000 Fixed Millstone Series 1000 RaLtu,.gdl Shaped U.,igno, ;..311.11 : ,,,,,� 1 'I"vw"." I ...... c; 11 i""'v,"n". 2 - ,, .2 " i 2n Ce,tific.t Approved " ' I" .': N Z_l7­!j,Al ` ' LP.QF _N101rL). Appi .-,I f'a, O'. rat"'V" id, "VHZ: Yus quality Assurance Curflu Zt E�Pir�.twa Out. Imp -t Raustant; No 00131/2014 liftemal � =K3,141 a =7f: uc-shc­ I wit, 1 U�t­,rioa,on � iTtro'll � � I gi,llotdol.11 1 111:1-1c: I putlil 1 "u— I ul "l, I udl I D ­n I . 1 Pl.d,,,t Approval rom, "UL, lj�, 140 ­ (Dro-Drd and Dade C.Linti.,i). F ld� ERF10541) oCI FJ00QAT R -il AE _ ____Uvo.pdt CreAdd By Independent Thqui Party: Yes --------.- -.,. _11c. _10QQ_F1­­_d___ _Mil,u­�totlos ;_�,;TT_ I 10-00-Re,-tF,ti-g-ul-a-r--&,-S"'ha-ped ­Des,lgn_�,r­ :��� ___ Fixed Aluminum Non-Irripact 'Alludove; _.. L-va"Puat� " ­­ � L�FITI)'­, I- � tsuic,tl at-c.a., .p0l,apni bl,t..l Approved for ... in Li NO 111il R? C CAC N1010221C.PUF FL it FL92,12-R2 D.-ign Pl .... : k.45/.45 installation Instructions I Application Type Revshat Shapnid! Designer Fixed Aluminum Non-linpact, glilljohows Created by Independent Th rdl Party: Yes Code Version 2007 __N.L�a=yQJ?q Created by Dideple.dant Third P�,ty: Ye,, , Application Status Approved ____T_1 Fixed Aluminum Tun -Impact Windows . --�-----,-----,.,--------�-.---------- om , C miant Approved far ... in Hibi No F19,1hz_Rl CAC NPDlQ?,'13LPDF Apploved for - outside HVHZ: Yes quality Artisan ... a Clomirchh, F.pristirin Date Arcluved 13. Othea: 1) F%'/-HC35 I /JX37 (NAMI Certificate Elz,.,Lz-a2--ll-F-ru--kgosL-202a-.Poa�Rdi Product Manufactuer Florida Extruder, International, Inc. Addiro5syllwho/E ... all 2540 JOWI,LL Lane - =-7- - ­�- - =-�='_o �__-=_�- � � �� Sanford, FL 3 771 - __ .__ -,-- ___ __ Fixed Alunlinum 11--bopact W ___,_______________________ (407) 323-3300 Ext 334 App .... d fall rise In HVHZ: No fLQ � 4 2 1 IL C CAg 1��pSC __L2 _Ali) Ap ,.v.d rom use outside Jill Yes quality Arnarrounce, C. _ attract E.ph-anthan Date j licke,rDflorida extruder d -in U. -lqa Pleal-le: 1701-7u Installation Instructions Authorized Signature Jim Hakis Fixed Al ..... imn, Non-Ithi,il,t Windows have .at trearl Created by independent Hit Id! Party: Yes evaluated for use gh Veliatity HurHcdUa Zoaco . H` I Evaluation R,ports jiloko,glicrid-truders.ca ... - Created by I-dep,unchillit Fit rd Pagy: Yes T,11haital Repiesentati,F, Jim Hake __ -------------- - =,,l,B_,­__�,,�__ ;�_ ��..� Miles ,url Series 1000 Rectangular & Shaped Designer Addess/Pho n ej Email 2,40 Jewett Lane _ _ ____ .------,,-- Limit, of Use Certification Agency Certificate Ap :-e.d for use in Hiil p EUILA�1-121MEF Slarl FL 32771 l,Adh.k T.Ahig S ­:ors HA In, Add,ss,yPbo,iojbmaj (407) 323-T3(30 Ext 334 V'lloat.0 uY Z�Lr,,,Y lkokoVI'laridoextrud,tia.com la Vi,til Cliell - lh,dRopV R.,II Q-alltY A,D­n,­ Representative Eloll, ILI,- = Addless/Philne/Emall 2510 Jewett Lane RogBt,lLul AlrOltea on � LI,xnaLd CL Sanford, Fl. 3 771 -0 . S� (407) J"-33CO :z t 334 - R.L.il.d fi,fld� L,Ubrear or Ardid- N,,F.e WIIO llilall,ed bionealiolborichnex runer-am t category Wind- Sub"logsiry , Fixed compliance method Certification Mark. or Usting Certification Agency Nstrional All' -dital V, Maring,o,-Lit lastn,tv, Validated By National Accreditation & Management li'-ftilete, Referenced Standard and Year (of Standard) �ttphdgirl ys.in 2­1.1"als .rllldq.nd..,. AAMA/WUMA/CSA IUI/I.E.�/A,140 2UO5 Eq-11alonle, Of Product 5tandairdig Ce allied By Product Approval Method Midthidd I Option A Data Validated 05105/2() Hit - Date Pending FUC Approval U5/07/2010 Late Approved U6/uJ/_1U lu Summary of Products __ GO to P'n. I , a all, - __ - - � , - .14, ta, .- I - - _"' -_ ­ ­­_ ­.. FL# - - Model, Nrunbeir or N,n,m re-lipthurt - 9242.1 !!� _____ - -J Milestone Series - 1000 Fixed Millstone Series 1000 RaLtu,.gdl Shaped U.,igno, ;..311.11 : ,,,,,� 1 'I"vw"." I ...... c; 11 i""'v,"n". 2 le� ­ Flxadl AlurAnum Non-Irprd Will __ ------,-__ Li ... it. of U- on Agency Ccrtifio.t. Ce,tific.t Approved " ' I" .': N Z_l7­!j,Al ` ' LP.QF _N101rL). Appi .-,I f'a, O'. rat"'V" id, "VHZ: Yus quality Assurance Curflu Zt E�Pir�.twa Out. Imp -t Raustant; No 00131/2014 Design Pre ... F.: L7U!-70 Installation Instruction. Oil- 1) FV1-HC7U 7303 (NAMI Certificate N L010221) FL,Q241�_jj F -N1 JQLQQ,l OL,d,pSjf 2) Milestone ',Ll H)QU Rectangular e, Shaped Designer Verified By: Robert J. Amoroso, P.E. FL RE No. 49752 Fi-cl Alorth,1111 Nuu-Inpulti; vVjULvW5 [love ,,at Lljen 1. -rOdtOd by Indepandont Thing party: Yes evaluated for L' s. 11, High Velocity Huntrichinz, Zone,, ev'In'than I(cp,c I,, (Dro-Drd and Dade C.Linti.,i). F ld� ERF10541) oCI FJ00QAT R -il AE _ ____Uvo.pdt CreAdd By Independent Thqui Party: Yes --------.- -.,. _11c. _10QQ_F1­­_d___ _Mil,u­�totlos ;_�,;TT_ I 10-00-Re,-tF,ti-g-ul-a-r--&,-S"'ha-ped ­Des,lgn_�,r­ :��� ___ Fixed Aluminum Non-Irripact 'Alludove; _.. ______ - -----------------'- � i*l, I I f U-s . C-Itifio-ti-11 Agency Col tiff..t. Approved for ... in Li NO 111il R? C CAC N1010221C.PUF Qu App .... d for U.o outside ll Yes Aity Alini,mance C.Ut-,t E.ph antion Data Inioa,11t Resistant: No U8/31/20 14 D.-ign Pl .... : k.45/.45 installation Instructions I Other: 1) FYl - '/jxJ/ (NAMI Certificate , L_L2_4_-Iil JI -f -4j, J�B111Q:.'QQ!J_21�nJggT1 N1010221C) 2) Pillost ... SaTes 1000 mir,tuagal,,h F VL'IfJcd BY' RQL,tt I.Anuill,l), P.E. FLPF No.49752 Shapnid! Designer Fixed Aluminum Non-linpact, glilljohows Created by Independent Th rdl Party: Yes nave ]lot beer, evaluated for use Ill High Velocity fluffic Dre Evaluation Reports Zen- (growl and Oade Counti-), F�M4 R2A E _2�_---E-ffl)tq.i-U-r.E-I,-ELP�l!j - __N.L�a=yQJ?q Created by Dideple.dant Third P�,ty: Ye,, , - _____ - 7----- __3__ - - __1-105, __ _ __ dill Fle- - - B. ,o'i-5 I.F.R., Jixx�,.,�.O.d --S.- loug .,-a -�,,;, d"', � - " - I - ­ � I - I , , iap-d U-signQr ____T_1 Fixed Aluminum Tun -Impact Windows . --�-----,-----,.,--------�-.---------- LI '"it. of Us, Certification AqIi Ccl Likable Approved far ... in Hibi No F19,1hz_Rl CAC NPDlQ?,'13LPDF Apploved for - outside HVHZ: Yes quality Artisan ... a Clomirchh, F.pristirin Date thrill Resistant; No OUF/3I/_-UI,I U_iun, P ....... : Fj,/ .35 I'la".111tion, linstion'ti ... Othea: 1) F%'/-HC35 I /JX37 (NAMI Certificate Elz,.,Lz-a2--ll-F-ru--kgosL-202a-.Poa�Rdi N101021111) 2) fulluStOre Series IQUO Rectangular , Veriflid! ;by: Robert J. AmOlU-0, P.E. Fl. FIE No. 49/52 Shared Design., Fixed Aluminnn N-lorlp,ct Windows Created by Independent Third Party: Yes ' [love list been evaluated for use lit High Velocity Hurricane Evl Report. �riul 4v,Q, (13,LWard did Dade CO.Intics). ' -]3�ig ' I ZjL_1_A H , 11 - I . ,.jA,L_I E19)_0_q_!&g.zIg.pff CleRtedbylindependentThril Party: Yes - =-7- - ­�- - =-�='_o �__-=_�- � � �� Mi _,O.B _ru tou"Irohog JcT� ,,,.O S,­or,u5IBeg ,-.,�;n ulor e, -511hpud Designer gindows - __ .__ -,-- ___ __ Fixed Alunlinum 11--bopact W ___,_______________________ m ' __ Li it. of Us. Coltifio-tim. Agency C-tifi,.L. App .... d fall rise In HVHZ: No fLQ � 4 2 1 IL C CAg 1��pSC __L2 _Ali) Ap ,.v.d rom use outside Jill Yes quality Arnarrounce, C. _ attract E.ph-anthan Date Impi. ct Re.ist.bi No 08/�;I/2014 U. -lqa Pleal-le: 1701-7u Installation Instructions Other: 1) FW-HIC70 7JX37 (NAMI Certificate 1,11010211D) Li.2 __�__jj_L P F _Zj2� 2 _i; jiv,,t __ _ �IQSIO.jpgo _�, 2) Millist-mil Selh,3 1000 Rectangular &I ,'hoped Designer Verified By: Robert J. furn.,Zd, P,E. FL PE NO. 49752 Fixed Al ..... imn, Non-Ithi,il,t Windows have .at trearl Created by independent Hit Id! Party: Yes evaluated for use gh Veliatity HurHcdUa Zoaco . H` I Evaluation R,ports (downhill and under Countleo). & 42 �R2 AE ElLOO1648 FEI t1000 N! 1�gv(),Fpdf - Created by I-dep,unchillit Fit rd Pagy: Yes - -_ --- - - 9 2 1 __ -------------- - =,,l,B_,­__�,,�__ ;�_ ��..� Miles ,url Series 1000 Rectangular & Shaped Designer __�4� _ Fixed Alunnimma qon-JB,pu,L Whcows _ _ ____ .------,,-- Limit, of Use Certification Agency Certificate Ap :-e.d for use in Hiil p EUILA�1-121MEF App "Olod far .,.. cut.id. I VIIZ: Yes Qunlity Aluzutanc, Curtroct Expliation Date __ Date SubtAted 071051-1010 Date Validated 0710612010 Date l"Unding FIBS App, oval 0110712010 I) at. Approvad QBIIO12010 ldPI!1_1­.1­LPr_1_d­1:L__ __ --;------: . �L __ -------------- .�,dbl, N ..... be, or N.L­ ____ - 0 es"Ill ,Ud I M�lustond, Series IUSU Singing _.___ r-lile,tolo Series 1000 Shilling Glass AlUnin"In Nall -Impact ;..311.11 : ,,,,,� 1 'I"vw"." I ...... c; 11 i""'v,"n". 2 G ass Door . . - Doors Std -Sill and 111-5111 Lia 'it. .1 U.. ----------- Cartificatiout Agency Cut thitc,las Approved for use lit Hill No fLi1iU-LU_!L9�t 21UMil APPI-voul for Ino. outside JPFl You liability A-urance, Contract C.prittiou Dato hap ­t Red,11"It; To 11/30/2014 D..ign P-mee �40/-40 Installation Instructions Ott--.: S'(;U-C40 I9Uxd6 XXXX EL1kU2_RL_1I _13,111-11usid"Q9_11S LI L I 1-1 I ll Cod,, V­Wn O V rifled By: Robert J. Annol PE FL PE No. 49752 FL5jO1 A1_A'_'l !_tRC.6GO9_l1U­rpCr created by Indephindent,71,1rd Patty: Yes A,n­LA Evaluation Report. C iii-I't"Is EL,1.109 R3 , li (L - -I It N . _yl (IL nailq of 7ol- g,jIl L, IR U - Dlrrd� IRC -6016,10.15, to' Ill lo'.do. I'L, '� FEI SGDIB00 ill ja,11.b, f �L 1! ,EL0401) P1 AE_pJ&Rhb;�tF,yjlg djl,d_Rs,o&LL,, Front Littranluractur, Lil D �10 LP,lel ______ - =7,,�,�,,,,�-.�,,,��-.-,.,.,�,:�:�-, _�l-,L-B_­LhP,s Created by Independent rhird! P,,ty: Yes 54()9.� Sin his Jude Sllidi ... j .__ MiltilLonc, Series 1000 Sliding Cl-Alurlinell Will-IrIpIct - , - Std -:3111 and HI -5111 -_ Li ... i of til � _____ 11 Ccirtifi.all Ago -y C­61fi-it. AV "it "' "" !" hVily; No P' FaP_jq2_jU_.0 CAC.jkL0_J_Q1A?,PEF Approved fiI us. at I I VVIZ! Yes qlazility A ..... nIde contract E.P11,01d.il Date I_P.,t ,amt:,Ndzhd. � fro"am.; II/3Ul U -19a P , " rf45/.',S Installation Instruction' Ottear; SrD-CIS 14*Jx96 XXO E,�0409 P3 If Eqrltb;J�U_Lj2_m,rbUJiact FLS)C4)4IL0_-j 2. of _L:L_J,__ I I Wi ,un'Sllolll, NC 27105 Voliffuld By: RobaltJ. Alnwus., RE Fl. RE No. 49/52 1),nny Jill Created by Independent rl,lrd Party: Yes Add­z/Ph­rLrjajl Evaluation, Report. �'ch._[ ri,lt�lrl.l D..1 1r,-.o.WlAn EWWL_W_.A9_qgL1JT�Pl liUlpiL�.11.�j",.,J�k�lpgil_tt.I, W, ,Wn-Zli JC 271D5 1445 FBI SCOLQqL.N1�,­,,DFdf 17, Elll­till Report - F,,,d,9py R,_ -i-d FLB409 Rr3_,6jLP,Ll U.ILIII1112alkulg t No - Th-aS L. 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Lbnit of Us, Front Littranluractur, ion- .zadv Do— FL521,1_91 11 PTIO I F IRC-6016-4ju 15.pdr Ad,­;pPhDr,iwniuIl 165 C­iilso Court ill Real -rat; . �_�Ilul ­�,,, uy ind'I"in an Third Party: ,,, Vln,ton-�al­b NC271r)5 Ev.1 at'i", R,P"t. ,�L,�"—ll"—",�,,�"It'l-�u-'�'�'—'I " Holz -'[I'll: Best" P1-11. 125,15,29�1, NLL fi,r, �ls - ; I 111"IlE� (316) 251-1309 Go,h,-F opun,li �h,dl hot to L., In .:,IL-L,L,I,a do 71"I'lld""Lorralolts ob f-'U'll-2.1il .AC-�[kD-".�'.'L,fr.IRLC:-�;.Q.U.I.L"_L�,W'4f —,—,.III �, JI -i -I'll ...... _m llolmli. cr,,red by I ... kInundent Unroll pwty: YLr, Auffh,Otod �idn,tdro Ll ­y Joy—, = 16 5 Car ogo coc It dinnYloyinerPar-ir.00m I I Wi ,un'Sllolll, NC 27105 TtIlLhid­1 R,,,,o­l 1),nny Jill ca1r,jc,Y Add­z/Ph­rLrjajl 163 carl�,. court �'ch._[ ri,lt�lrl.l D..1 1r,-.o.WlAn CO111PIDLIL. Il W, ,Wn-Zli JC 271D5 C . - 17, Elll­till Report - F,,,d,9py R,_ -i-d (;;6) 251-1,O) Th-aS L. SlinFlil,ohne the Ev,iluation ,,clt .Jo,u­gorn,n.,11.loIII F:D,bjS ut.a. TDnlJrY A55ur4nzY ro�j,­lltative Qo,,�y A Io.,- CrAlty I' l,Adh.k T.Ahig S ­:ors HA In, Add,ss,yPbo,iojbmaj 01,1)1/209) V'lloat.0 uY Z�Lr,,,Y E.1,111I,, C."a la Vi,til Cliell - lh,dRopV R.,II S,,b-hr,,,y 5,tirl-I aI,lairli.ir D­Az�.mall,1 = C­IIII11rce 111tuld E-an"In hzPs1t roll ��Pndda RogBt,lLul AlrOltea on � LI,xnaLd CL IIv Fl�hda l:vf­iv,Ll E st ., -0 . S� 17" g"'i "Iti-il ,PI,rt - Haffil R.L.il.d fi,fld� L,Ubrear or Ardid- N,,F.e WIIO llilall,ed Thia­ L. ohn,lil Bit Evalortcri Rrqr�t FoHdi, U, ­o PE -0048S79 Q­�,�y A,irince C,,t,Ly Ilnto,t,k Til 5-1- NA Fir, I L, Y A LOU— Cooll-IlL Elplatlell BAD a _' 01,01/209 Vz a ,d BY lidi t st-n .. 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HVII Y,I, V­lbid By: FUM SIIELM�rnci OC46579 thin ,.,t P.,i-al Nr, 'ri abid by andep,rdenit mrd -ty: YI,e; B -Irall­*vl,I�111.7/-�I.r E-1.atla,i R-T. , � ism., . to, 'n , ­ +26.1/-ji.ri, FILL Far ,­ n, I H -53u) I'll val _____i? ---- IF1_21L ASCI /.- ,95 1 PrIE Glazing la�rl drall hot bt -d in -l dIb,im FL5jO1 A1_A'_'l !_tRC.6GO9_l1U­rpCr "I"llo" inihnia --a i d­igoilid a� P"U'lly ,nid­d or io C­tll BY ladepo,dttnt Third P�ty: Y�, d1, , so, a , ,1-111 go'.n. ­ I_ Wln,ojln�S�lknn, NC 17105 - 5302.1l rsLf.,d (-bo) rIj he,,trg. � 11 - Dlrrd� IRC -6016,10.15, to' Ill lo'.do. - . (rrig5o) ---------- dinnyJdyb.,.iii,,nn,,,.oc ... Lbnit of Us, ----.------------ IIIIIIALava linot'.ition. All ovod fe, .., in HVHZ: it) FL521,1_91 11 PTIO I F IRC-6016-4ju 15.pdr All ... d f ..... .. U,ld. ri Y" _5PJ VIFI(I BY: TQM 51 ELlablUNNE 004U5/1 ill Real -rat; . �_�Ilul ­�,,, uy ind'I"in an Third Party: ,,, vison P--1 r25.g/-uo.t Ev.1 at'i", R,P"t. ,�L,�"—ll"—",�,,�"It'l-�u-'�'�'—'I " Holz -'[I'll: Best" P1-11. 125,15,29�1, NLL fi,r, �ls - ; I 111"IlE� It 11VZ.AI_,�LL!1_L_1 YI­Qz.�Q5 air �� Go,h,-F opun,li �h,dl hot to L., In .:,IL-L,L,I,a do 71"I'lld""Lorralolts ob f-'U'll-2.1il .AC-�[kD-".�'.'L,fr.IRLC:-�;.Q.U.I.L"_L�,W'4f —,—,.III �, ,,O b Or' ' do',lUll lu"PlIbIll"It.-Ill op ' plIll .Lho., i.1 UrIlLtllii 1, �,lly ord-d In I oll-UnIll dd.,. llolmli. cr,,red by I ... kInundent Unroll pwty: YLr, "'I"', " " '71' I. .1 I z­ V. -I L I ff�itlop_­' F. R! --- z. ­ . if, I I , 111 ILE ��,,�, I , a hyl �" 1 I, - 1 ,.: Fll_ � ,"i-,., F .111 ._l h = 45 - . l.r�C1WM&y1=t=T.r.eWLaGM i ­.'­ I ,�!,.l 1 i r , , i il " - . vl - - v - I (1�0 -:J L, � ,a: c- 1 z., ;n, ,,,, c- " I 1,r,, I fics, I I r1luiall �i'll-Ircilil-,A�,,�-.11�-11=1�"Itl,""."--.a i 1 FL . IF 5`11 -ad I , "F[Isitldn Tip. R­r,on ! C,,,.".,',�l a V , 2007 A 'j, I- Strit. Al.tnul,,d co .... I'Lits U_r,h Pir­.­ ­�Gd/ -N.6 - IWAroni-I I ts Althiled 94 11,.dD1t usnobILUDIL, A11DUr Gin,il 1-5 A,d1­/FbdIIs/EI­J 165 C'no's.coun: k C-) Wln,ojln�S�lknn, NC 17105 - --- al,� L-La'Ll _AB qinj'n,i� P �j,qrt,d _.v,j.,an.nL 'Inte (33d) 251-130) (D dinnyJdyb.,.iii,,nn,,,.oc ... Acthorlzed 51l; ­o., D,I,,y )Qyner ____ - 54�7.8 . I c1­1k,a loco I,id 20QO M500, 16' a6lo CzIzila 1000 -d 2 M500, 500[ '000 Ll zbonYJdyri,aoro,Darcs. Tdchnical K,p­,LntjUV4 DIIIII/ j.yol, Add-519horhosEnrail I" carlig. c.ol __PR� � Doris. of Bill. --,.- tier., �l roob.oti.n. WllctOni-3�!orl BIC 27105 CD -1 Out) 251-13ut, 6 01D,inalga .... n,,r,LLrn QuOhtl`A�5cranca RdI,T­rtatIvo Barry Jolha, Addriss/lrrvlaiE ... �ll A,,ID,r c,Iaga polar, = 16 5 Car ogo coc It U-1- P ....... ,,n F25.6/-2d.i Ellh-bia III t. I I Wi ,un'Sllolll, NC 27105 -0 da"O, gn, ,iin.-i ca1r,jc,Y "rano I Door' 3,b,ztr,,, �'ch._[ ri,lt�lrl.l D..1 1r,-.o.WlAn CO111PIDLIL. Il Eval-Nn R,plrtflonj � Fonflat R1,115to,1 Alr,haert or � U,­Ld 11olleD FlirfirIslorol Engin.., C . - 17, Elll­till Report - F,,,d,9py R,_ -i-d FLINd C, �j; ... �,, ­1,hrrl U.,ne -lia ddlalnpld Th-aS L. SlinFlil,ohne the Ev,iluation ,,clt 4-1 M F:D,bjS ut.a. pli-ool Qo,,�y A Io.,- CrAlty I' l,Adh.k T.Ahig S ­:ors HA In, 12 r', y A,.I,..I,,,O CoUtInIt E.niraColl Date 01,1)1/209) V'lloat.0 uY sp,ldn M. ulkill FE C) V) la Vi,til Cliell - lh,dRopV R.,II culurldat, or b'dvi;'I'd ... to 1-101.17_1Q C.Ql rolhseapz;110 Line -Lill, nvvejjjv,�d, = 1_11-1007,ptid Il1rD­i­J 5111"W'd unit I'll (Orgit".d.nd) A."'1-1 X-1 CL ASHM EJ�U Druz - - I __ "IZ/3 C1.11. IOUU ard 2OQU risuit, 9'was clarslut 1000 and 2UUU ,50U, Due, -_ - - 15001 ____ IRC-5309-j3G.15 (1) __ - ___ Libi .fu;. ­11I.H.Unn in,na.,unie, 17 . E124,I I 11 IKI 5_!Uj.Jjq�Lj_V A, ,,,,I fe: ::," l.".:jVJzj q;": _E. So.,jud pa.h,, P, ,PP_ _ 'i, P ad is �h,l I VtUrl 5y! Th -15 L 5heln)ii H FE 1OO1u5/9 lv� I nri Re.j."iri No Clroatod by Tne,rendert Tfil,d l Y­ (2) 4-1 U_r,h Pir­.­ ­�Gd/ -N.6 - IWAroni-I I ts -C:) > (D OR— hat for .-,. In HVIIZ. Cl not ­F�F[abn F-1 R2 An a­.UZ-_,g5 �D­,., ,At -.lictlons ' U = HVHZ. 12' Till _ VAX FLSl I ri, A[ Clp, ly N _ ,jI, 500 (I 5sj. ,�, ,,jo.p,jr k C-) �__ --- al,� L-La'Ll _AB qinj'n,i� P �j,qrt,d _.v,j.,an.nL 'Inte (D 7 ,_ -, (:,e.IN.j by Ind,rnind �rl Yes I " ____ - 54�7.8 . I c1­1k,a loco I,id 20QO M500, 16' a6lo CzIzila 1000 -d 2 M500, 500[ '000 Ll = M 'ce 'IJ16w130-24� _____ __ 0- __PR� � Doris. of Bill. --,.- tier., �l roob.oti.n. +� Q) CD -1 al, ­d! to, ... in, bi no = LHoC-SJ!2:,,Ai PE. lil,.,l ,4 uh­jr,-. , I I " 6 Z: (D Approving[ far U., ..UJd, Fill yii 1.1111 By : '111111as L. 'hiiing,dile FL PE VU43579 M U -l -0 I ... I ...pt."t; NO "It're, LY bl',pelldhInt Illird Panty: Ye,, = 0 U-1- P ....... ,,n F25.6/-2d.i Ellh-bia III t. - — -0 ll a.. Ili �Vl G[az .Ing ,let uVillubIbe III 1,111AZ It, E_,A�Cgg;, ,,;I -Q, -Qjj,L.F " m- - cz '011I.Ii tl In".4ders.A. Li III lo_�rl I 11 9__j I-P Ef (a) 3: = �l I_" I ,c L.slaym.&La IUKICM HtE�W,zarI_iadf C . - I I �iiil ca,aizd by inth, diu,"'i'lln.rd �jlvy: li 1111 M j (1) (1) lv� -7,0 (2) 4-1 -C:) > (D �— 1 U = (2) k CD k C-) �__ _0 0 (D n (D " = M -CD 0- . - (� +� Q) CD -1 V) 6 Z: (D = -0 M U -l -0 - 7n = 0 0 - — -0 0 " m- - cz L_ 0 (a) 3: = = C . - F 17 — M ill - 4-1 M I,_ (:D M �> (J� . _ 70 - E CD . V) C) V) " 0 (D o " ca- = CU I+- cu i CL �__ -0 . S� V) < 0 L __ nj" lit= q Z Z 10 - '4 , ` t- I iii wil _tw 4- �, -- 9!7 i�0 ii, 1 2, 00 1� LLJ < 2�: I :�� < __j n a) (D = V) - I M > 0 " =_ 0- < U = _0 0 L_ a_ Q) V) M IM - 't1} l fff.� f1c,w ¢t -r }f r . Jr " "t� d r , r : I n EAI ... �e<r .,. ^ p z 11,1i t, t rPE µi,1 � v 1at ^1 '.a:al L 1 r a, a ,1 ,t al OR`a � 1r �' �1 r �: i a R _ a: r 1 rFlry� . . c.11— n , 1, a s Lo s V.�r R r e tit atnn lit T_ k .0 t �. , ti FocG ILLlc3uD,u ' eCr p t ,.golf 1 LY -IS t_ Ma ( � d, � o ar_ q } 9 w 1i .r � "• "` Product A foo .a PP al V y' VStlt. uohC Use i� 1 � � JIt 4 ^�Y i4 qf ) ta! ••}. _t. Pfc nA4_gvalMmu> PfQft u LL,It Inft*WKh>s'E-atun- C .A ppIIcation Detail Pip ';€#Idd ann^f" FLM FL'313G•rt3 11 PFrrr } �-f .:f� tdb.�. Application Typo t _..� PP Affrma' '. YP tion I ., £. x I , , w• 1. t .._.I Y nr�)a rl1fjFl t' Cod? Version 2007 I "N'.M;-ti, I 1'yI,#I Application Status Approved g,l - { Comments �� ,4. ^�� Archived 17. Product Manufacturer Florida Extruders International, Inc. Address/Phone/Ernall 2540 Jewett Lane Sanford, FI_ 32771 (407)323-3300 Ext 334 jhoke(d)fioi Ida extruders.conn Authorised Signature Robert Amoroso ramoruso.peCafloridaextruders.com Technical Representative Robert J. Amoroso Address/Phone/Emall 2540 Jewett Lane Snnford, FL 32828 (407)323-3300 rarrtoruso.pe Cvlfloridacxtruders.com Quality Assurance Representative Lori Phillips Address/Phone/'Email Florida Extruders Int'I, Inc. 2540 Jewett Lane Sanford, FL 32771 (407)323-3300 IphllC,ltlorldaextruders.com Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ITa Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Wayne A. Black, Ph.D., P.E. developed the Evaluation Report Florida License PE -52563 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date Validated By L.F. Schmidt, P.E. (- Validation Checklist - Hardcopy Received Certificate of Independence F -0136_R3 CO[ Cofl_Mulbons.udf Referenced Standard and Year (of Standard) Standard Year 171455 2004 ASTM E1886 2002 ASTM E3996 2002 ASTM E330 2002 8613.7 2004 Equl'yalence of Product Standards Certified By Sections from the Code ZIIaffirm that there are no changes In the new Florida BU Ilding Code which affect my products) and my product(,) are in curnpliancer with the new Florida Building Code. Documentation rich) approved Evaluation or Validation Entity 19 Ye, 1's No C✓ N/A Product Approval Method Method 1 Uption D Date Submitted 05/20/2008 Date Validated 05/20/2008 Date Pending FBC Approval Date Approved 06/05/2008 Sumnnary of Product, Installation Instructions FL3136 R3 R Mullion testa __.._ II FL 136 -0- _ _ __. 6 b. df -P - Verified By: Wayne A Block, P.E.PE Y Y2583 r _tea d b Independent Third Part . Y Evalu-tion Rc arts Rep .,t, FL"' - _ _ ,136 k3 AE FFR 002-Rev2 r.R Mullions. df - >L F 130 RS AE _.Li ALicen' e �� f -Q--'�'_, 12d Created b Independent endent Third P / p arty: Go to Page [ —. (;% (iii 0 Page 1 / 2 w til _ 1" x 2-7/16" x 3/8" (front/back) x 1/3" (side) Fl # Model, Nunnber or Han Description 3136.1 1 No. FE5700, Flange Tube Muffler 1" x 2" x 1/8" Limits of It- _ Installation Instructions Approved for use in HVHZ: NO L.3j',6_R3_II Mulllon In Stall FL3136 5-06.pdt Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52583 Im sit Pa ct Resistant: No Created by endent bn o d_ Third Pa p Party: Dell n Pressure: M A 9 / Evaluation Reports rts other; 1 See Install- ' atlon Instrudlans 0 est n Pressure / 9 FL3136 o 3 AE FEI[00_•Rev -' _� 2 ER Mullions. pct f Dra,v n s for UP. 2 See Mullion Product Evaluation 9 ) nation Re' ort � FL3136 R3AE KCI CALIcerSee.pdf far complete Inst of Limitations and Conditions of Use. _ _ � ._ Created b Independent T ' V P hod Party: 313 6.2 �rrlo. FE5701, Flange tube Mullion ..._...- 1" x 2' x 3/8" (front/back) x 1/d" (side) Limits of Use Installation Instructlons - Approved for use in HVHZ: Pte FL3136 R3 lj_MWllon In toll L3136_6-OG.udf Approvcd for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52583 Impact Resistant: No Created by Independent rhhd Party, Design Pressure: N/A Evaluation Reports Other: 1) See Installation Instructions/Design Pressure 1`1_3136 R3 AE FEI[002-Rev2-ER Mullions.pdf Drawings for DP. 2) See Mullion Product Evaluation Report f1_JIJ6_R3 AE KCII Llce isee.pdf for complete Inst of Limitations and Conditions of Use. Created by Independent third Party; —1 2004 3136.3 To, FE5702, Flange Tube Mullion 1" x 2-7/16" x 1/8" Limits of Uso It stallotloaa Imstructions Approved for use in HVIIZ: Ulu FL3136_R3_IJ_M.Rllivll_.116ta11_FL3,1,36.6.06.pdf Approved for nue outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52583 Impact Resistant' . rte Created by In dnJerl(ent Third Party: I Deign Pressure: N/A Evaluation R porta Other: 1) See to stallation Instructlons/Design Pressure pL3136 R3_a[_FEI1002-Rev! ER Mullions.pdf Drawings for UP. 2) See Mullion Product Evaluation Report FL3136 R3AL_KCf QALIcell5ee pdf for Complete list of Limitations and Conditions of Use. _. - - ____7 _. __ _ Created by Independent Third Party: 3136,9 No. FE57U3, Flange Tube Mullion 1" x 2-7115" x 3/U" (front/back) x 1/8" (side) - Limits of Usa Installation Instructions Approved for use in HVHZ: No FL3:k-R3-1136 Nlullipn_ In tall FL_313G_ 6-06,pdf Approved for use outside HVHZ: Yes Verified By Wayn _ A. Block P.E. PE - 52583 Impact Resistant: No Created by Independent IF Ird Party: Design Pressure: N/A Evaluation Reports Other: 1) See In5tallatlon Instructions/Design Pre55ure MI36_R3_AE E=92-Rev2-ER jon5.pdf Drawings for DP. 2) See Mullion Product Evaluation Report _r4g_! FL3136_3 RAE_ KCI_QALlcensee,pdf for complete list of Limitations and Conditions of Use. Crea to by Independent Third Party: Address/Phone/Ernall 3136.5 1 No, FE5704, Flange Tube Mullion _'_ 1" x 4 " x 1/8" Limits of Use Installation Insthu�� ctioms Approved for use in HVHZ: No F1_3136,_R3_II Mulllon_Lnstalf_F1-.31JG_6-06,pdf Approved for use outside HVHZ: Yes Verified By: Wayne A. Black, P,E. PG - 52583 Impact Resistant: No Created by Independent Third Party: Design Presaurc N/A Evaluatlon Reports Other: 1) See Installation Instructlons/Design Pressure FL3136_R3_AE FEI1002-Rev2-Eft_Mulllon5.pdf Drawings for DP. 2) See Mullion Product Evaluation Report FUI36 _E3 AE KCI__ ALILvgsce.pdf for complete list of Llmltatluns and Conditions of Use. _.-,- _._.,.. Created by Io Jependont Third Party: 3136.6 No. FE5/05, Flange Tube Mullion __._._,__.__— ____.-_.._.__-.__-___.__.._._.-.�,_.._.._._,._..._—_._._.__—._._ -..._ __,_ __ 1" x 4" x 3/8' (front/back) x 1/8' (side) Limits of Use Ashdlatson Instructions Approved for use in PP HVHZ: Na F h II tuition ill FL31 6 -�Dit df 3-x_46 p 43ified A roved for - use outside HV"Z: Y PP G ea B : Verified By: Wayne A. Block, P.E. PE 52583 Impact Roslstant: Yes Created by Independent Third Party: Dusigu Pressure: N/A Evaluation Reports Other: 1) See ntstollativn Ill sit a ctluns/Design Pressure FL3136 R3--AE_FEIL0022=Rev2-ER Mullions.pdr Drawings for DP. 2) See Mullion Product Evaluation Report FL3136 A3_AE_K(: QALlce( see.Pdf for complete list of Lhnitati ons and Conditions of Use, r ._ _. Cr -tad by Independent Thud Party: - — 3136.7 No. FF 5706, Ext.ernal clip .._ --_-___ ,___. External clip for lx tube mullion Limits of Us. Installation Instructions Approved for use in HVHZ: No FL3136 R3 ILMullion Insta I_FL313-5 6.06,pdf Approved far use outside HVHZ: Yes Verinad 8y: Wayne A. Black, P.E. PE - 52563 Impact Resistant: Yes Created by Independent Third Pal Ly: Uesign Pro ssure: N/A Evaluation Reports Other: 1) See Installatiun Instructions/Design Pressure 1`1_313ti R3 AE_FEII002-Rev2-Eft 1,1whions,pdf Drawings, for OP. 2) See Mullion Product Evaluatlon Report rL'31";G_R.3 AE Krt QALicen ___ __ for complete list of Limitations and Conditions of Use. ..__—-_,.._ Created by Independent Third Party: __- ...-.._ _ ..__ ___. _ 31M 11 IN o, FE5707, Internal clip Interna; clip for 1x tube mullion Limits of Use Installation Instructions Approved for uaoin HVHZ: No F�6 R3 11 Ptuliion Install FL3136 6-06.pdf Approved for a ng outside HVHZ: Yes Ver f d By: Wayne A. Block, P.F. PE - 52583 Impact Resistant: Yes Created by Ind=ependent Third Party' Design Pressure: N/A Evaluation Reports Other: 1) See Installation Instruction5/Ue5lgn Pressure fL3136 R3 AE FL1f(02-Rev2-ER_f4ull .- Pdf Drawing, for OP. 2) See Mullion Product Evaluation Report FLJ11v_R3 A�Cl_QALicen.ee.pdf for complete Inst of Llm,and nd Conditions of Use. —�._____-_ _______._„— _ _1_­_1, Created b'y Independent Third Party: 3136.9 rl o. FE 5706, External clip Externul clip for 2x tube mullion -y�� Limils of Use Inst illation Il .duction. ^.. Approved for use in HVHZ: No [1_3136 R3_II Mulllon Igst ll FL__ 136 6-06.pdf Approved for use outside HVHZ: Yes VE11114d By: WayneA. Bled., P.E. VE - 52583 Impact Resistant: Yes Createb by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: 1) Se? Installation Instructions/Design Pressure FL3135;_R3__8�.FEIIU02-Rev2..ER._ hl1Jd10Ps.T_ 1 Drawings for OP. 2) See Mullion Product Evaluation Report FL3136-R3 AE KCI QALicen,ee.1_Jdf for complete list of Emulations and Conditions of Use. Created by mdependen[ Third Party: 3136.10_ No FE 5709, Fin Tube Mullion 1" x ) 1/8" Li..hit. of Use In tbalf t n Instruct n _W Approved for use in HVHZ: No FI.3136 13 It Mulllon 115 tall FL.3136 6-06.pd1 Approved for use outside HVHZ: y'es Ve net tly: Wayne A. Block, P.E. PE - 52583 Impact Resistant: No Created by Independent Third Party: Design Prossure: N/A Evaluation Reports Other: 1) See Installation Instructlons/De;ign Pressure f.L3136 R3 AE_.FEII002-Rey;.Llt_.flUlllons.pdf Drawings for OP. 2) See Mullion Product Evaluation Report FL3136 K3 AE KrI QALicen,ee.udf for complete list of limitations and Conditluns of Use. Created by Independent Third Party: —; 31.36.11 No. FEW 0, Fin 'rube Mullion _ I" x 2" x 3/6" (((cult/back) x 1/8" (side) Limits of Use App. Quad for pp uij in tside Be App, ev cd fur u i outside HVHZ: Y e� tm act Resist P t: rl o Dom' n PressY ur ' D S. NA Other.! `' In� allation lnstru cions Ues1 n Pr / assure_ Drawln ^ for UP. 9 g z See Mullion Product Eval I oat vn Report for Corn I I' P P ate L[ 0 r _Llml[oCl n o s and Condltlo ^ _ n� of Use. - .�_.— ,.___ Installation Instructions FL3136 R3 R Mullion testa __.._ II FL 136 -0- _ _ __. 6 b. df -P - Verified By: Wayne A Block, P.E.PE Y Y2583 r _tea d b Independent Third Part . Y Evalu-tion Rc arts Rep .,t, FL"' - _ _ ,136 k3 AE FFR 002-Rev2 r.R Mullions. df - >L F 130 RS AE _.Li ALicen' e �� f -Q--'�'_, 12d Created b Independent endent Third P / p arty: 3!36,12 ----_____. No. FE5711, Fin Tube Mullion Limits of Use Approved for ung in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: t. Plo Reitan n g til c: N/A Desi Press1) - Other: See Installation Instructions/Design Pressure Drawings for DP, 2) See Mullion Product Evaluation Report for complete list of Unnitahuns and Conditions of Use. ,_ 1" x 2-7/15" x 1/8" ___. Inst II hon Instruct s . ,_ F1_313633 It_f1ulll h Instd11 FL1136_5 U6,pdf Verified By: Wayne A. Block, P.E. PE 52 UJ: Created by Independentendent Third Party: Evaluation Reports FI3136 f?'_AE_FEIIOP? ReV2.cR_PI0II9n5.pdf FI 3136_83 AE h CI QALicen ee.pdf Created by Independent Third Party: 3136.13 No. FE5712, Fin Tube Mullion T~ 1" x 2-7/16" x 3/8" (front/back) x 1/3" (side) Limits of Uses Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; No Design pressure: N/A Other: 1) See bhstallatfon lnstru ctiolu/Design Pressure Drawings for DP. 2) See Mullion Product Evaluation Report for complete list of Limitations and Conditions of Use. �- 31"36.14 No. FE5713 Fin Tube Mullion ---- .---;..__—_._..—__---___._...__-_..—_,.._.____.—.-_.__—.______..._ Installation Instructions �.... fL31'J6_R3 II No llon_Instoll FI.3136 _6-06.P(if Verified By: Wayne A. Block, P.E. PE -52583 Created by Independent Third Party: Evaluation Roports F1.3136 R3 AEF I1902-Re,f2•ER h1ulllOsrrJf FL3136 R3 AE KCI QALicenaee.pdf Created by Independent Third Party: 1" x 4" x 1/8" _ m. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A othvl: 1) See Installation Instructions/Design Pressure Drawings for Up. 2) See Mullion Product Evaluation Report for complete list of Limitations and Conditions of Use. Installation Instructions FI_31 6_R3._II mother Install FL3136_6-06,pdf Verified By: Wayne A. Block, P.E. PE - 52583 Created by Independent Third Party: Evaluation Reports FL3136 R3 AE FEIIg02-Rey2•ER. Mullimns.pdf FL3136_R3 AE Krt_QALicensee.port Created by Independent Third Party: 3136.15 Flo, FE5714, Fin Tube Mullion Limits of Use Approved for use fn HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: '(a,, Duirys Prossure: N/A Other. 1) See Installation Instructions/Design Pressure Drawings for UP. 2) See hllllllon Product Evaluation Report for complete Inst or Urnitations and Conditions or Usee _ _— 1" x 4" x 3/8" _.._ Installation Instructions FL -3_136 R3_ II Million Install FL'313F 5-_06.pdf Verified By: vJayne A. Block, P.E, 52583 Created by Independent Third Party: Evaluation Reports FL3136R3_AC_ 11002-Rev2-ER Myilions.pdf FL3136-R3 AE_KCl QAl. isensne,pdt Created by Independent Third Party: ___.._.__--__-__,-,.--___...-__-_,_..-__.____-_._....___..-_-_,_,--__-_-,_...__-_-_ 1313x.16 _ No. FE5715, Flanga sill/fin clip_ Flange sill/fin clip for 1" x 7" mullion m Li it. of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: !) See Installation 1nstruction5/Design Pressure Drawings for DP. 2) See Mullion Product Evaluation Report for cennpiete list of Llmitatlons and Conditions of Use, 3136.17 le. FE5716, Flange ,Ill/fin clip Installation Instructions__ _.._._,_ FL3_136_R3_II MulliollIlistall FL3136_6.06,pdf Verified By Wayne A. Block, P.E. PE - 52503 Created by Independent Third Party: Evaluation Reports FL3136_R3AEFFIIUU2-Rev2-ER. Muklon;._pdf FL3136_R3 AE KCI_QALicen=e,.pdf Created by Independent Third Party: Flange sill/fin clip for 1" x 2 7/16" mullion _ Limits of Uso Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: He Design Pressure: N/A Other: 1) See Installation Instructlons/Ue5lgn Pressure Drawings for DP, 2) See Mullion product Evaluatlorl Report fur complete list of Linlllations and Conditions of Use. _i___ _ Installation Instructions FL3.136_R3_II_hlglliorl_fnstall_FL31_3,6_6-Ora,pdf Verified By: Wayne A. Block, P.E. PE - 52583 Created by Independent Third Party: Evaluation Reports FL3136 g3_AE_FEf100,,_gev2-ER M_yI)(gn-,.pdf LL3136 R3 AE ,KC[_QA_ ,v2ee. __N ff Created by Independent Third Par Ly: 3136.16 No. FE5717, Flange Tube Mullion 2" x 9" X 3/8" (front/Lack) Other: For use as exterior cladding only. Not for use Florida License "I � H , -� � ,1 LA }J$Tf T +T '�', 1 I'mI y n • _ 91., - -, "If 11 90,iir,iii PrtIlkL.IPFG, 'I i" �It a Mtitm' re f[r .i S�.�e u. S' '� ifiaissinF:.w �?£tGs OC18 Ro re ' Lo J N 1 We, r aatratun I I t r pts 'i`;tib nh , tic S, I eta Li & r- L, I I'ubVratbo I mC staff ,t_ a,,:e M„ p I Ll,,, - G—F I . fjst f'TPraduct App, val USER: PUL. U ­ Ie r G, oa,ar nn l""r4'"'tt_n,1&L01;AD�it'rnrrh>&,Ilcutrc •L.t'+ Applkatlon Detail FL # FL5444-R2 Appllcativn Type Revision Code Version 2007 Application Status Approved Comments Ardnived F3f Product Manufacturer Certain reed Corporation -Roofing Address/Phone/Email PO Box 1100 1400 Union Meeting Rd Blue Bell, PA 19422 (215)274-235U canard.a.snycier(msalot-gobain.cenl Authorized Signature Rlcha -d' nyder (ichard.a.snyder�osaint-gobain.cen Technical Representative R. Allan Snyder Address/Phone/Email PO Box 1100 1400 Union Meeting Road Blue Bell PA 19422 AIIan.R.SOyder@saint-gobaln.mm Quality Assurance Representative Address/Phone/Email Category Y Roofing Date Validated Subcategory 9 Y Asphalt Shingles 03/01/2009 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Vin I ,,Idh Y 9 Florida Professional Engineer Installation Ensu notions Approved for use in HVHZ: No R Evaluation Report - Hardcopy Received Approved for use outside HVHZ: Yes Plorda Engineer or Architect Name who developed Robert Nbarninen Created by In0ependenit Third Party: Yes the Evaluation Report Evaluation RVPefts Other: For use as exterior cladding only. Not for use Florida License FE-591GG (Double Created by Independent Third Party: Yes Quality Assurance Entity Underwriters Laboratories Inc Triple 3” +/- 06.5 psf with nalls. Quality Assurance Contract Expiration Date 10/01/2010 VENTRVIO Validated By John W. Knezevich, PE Approver! (or use in HVHZ: Yu, FL2_ 075 R3 C CAC 07110506 RV10 MIAMI DADE ndf ,K Valldetlon Checklist - Hardcopy Received duality Assurance Contract Expiration Date Certificate of Independence FL6444-R2 Col TrhJjtyEk1Certificaijon of lndepefdencapdf Ucaign Pressure: N/A Referenced Standard and Year (of Standard) Standfad! Yuwr a) ASTM D3161, Class F 2003 Created by Independent Third Party: ASTM D3462 2004 �__ A FM D7158, Class H 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Sul, uiitted 07/27/2009 Date Validated 08/13/2009 Date Pending FBC Approval 08/31/2009 Date Approved 10/13/2009 -.,__y o. rt ouucas Tw _FL # Model, Number or Nanm 5444.i CertainT eed Asp flat[ Roofing 5111 I n es Limits of Use Approved for usein HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A other, Refer to ER Section 5 for Limits of Usa Description 3 -tab laminated,4— - roof ..__ architectural and 4 -tab asphalt root shingles Installation Instructions FL5444 _R2 II er 072709FINAL Asphralt Shinflle FL5444- R2_cdF Verified By: Robert Nieminen, PE PE -59166 Created by Independent Third Party: Yes Evaluation Reports FL444 R2 AE er072709FLUAL Asphalt Shingle FL5444- R2_Ddt Created by Independent Third Party: Yes - O �7 "'18— lir, LYParn— afcamnnultty /Ulairs Florida fr-ddmg Cuda C"Ift. C d > and Standards T lI 1 en Fonda 22399-2100 0_.09 IS, ,,L" Fav (050) -0b4 tl9Jo !Eli %111, f " tzr I TT t IRS i I f r r 1 d,»i. r J k1 LI �r s �1 f - j { l } r �i' iii rc a } r kt,f� - .i111 1 Iss' r . :'! E t... .�} . i �;! f.. x .,C7r•:Tlt'.1113LR3:lnLrtl.p NN. ..I).tr fir�_...SSMdt�tr�{J is h � r'- �r I R µ 3' Yis: r rf`nk�lr) «}_,fi.dtBx (I! . '�fri ( int ISHotra i Isp n 1 ll,e-Psy..lrnt„n t Hut T,pr: 1 S :Lr h[„xchar9r I S[a[a&fJ[laI Pd:icrt Ola ! m(' ,ref - EXi, .tn Mep I t;,,..ra xh ( I «-,. ).Product A z �LUSEn Fucl e LepiroV01P Frcn .,I M. >Fodr .,tan:;•., -rh+ ._ —w.._. A=wow,l:r> 1 'iii fP-_ n kation ❑at. PP FL N FL12103 Application Type Now Code Version 2097 Application Status Approved Comments Archived Fs= Product Manufacturer Alside Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 (3.30) 922-2389 nthompson6giiakudieco n Authorized Signature Nick Thompson nthompsontreakdRIc om Technical Representative Nick Thompson Address/Phone/Emall 3773 State Road Cuyahoga Falls, OH 44223 uthvmpso .Q.1side.com Quality Assurance Representative Jack Mowery Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 (419)853.4656 jmoweryOF l.lde.com Category Panel Walls Subcat=_gory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer X Evaluation Report _ Hardcopy Received Florida Engineer or Architect Name Who developed Alan Reeves the Evaluation Report Florida License PE -19354 Quality Assurance Entity Architectural Testing, Inc, Quality Assurance Contract Expiration Date 12/31/2011 Validated By Steven M. Urich, PE •�,f Validation Ch L'Ckllst - Hardcopy Received Certificate of independence Fy?21.03 Ko_C cert Of lndnoelt denr_,pdf Referenced Standard and Year (of Standard) Standard y— As rht D 3679 2005 Equivalence of Product Standards Certified By Sections from lie Code Product Approval Method Method 1 Option D Date SUbmitted 02/12/2009 Date Validated 02/25/2009 Date Pending FBC Approval 03/01/2009 Date Approved 04/07/2009 121035 Coventry Vin I ,,Idh Y 9 Limits of Use Installation Ensu notions Approved for use in HVHZ: No FL32103 (2A H Cove�_itr'y.pdt Approved for use outside HVHZ: Yes Verified fay: Architectural F -ting, Inc Impact Resistant: N/A Created by In0ependenit Third Party: Yes Dcafgn Presaurc: N/A Evaluation RVPefts Other: For use as exterior cladding only. Not for use In F1,1.21U3 RU AE Cw_yn1Y,3'if HVHZ. Allowable Design Load for all configurations (Double Created by Independent Third Party: Yes 5", Double 5" Outchlap, Double 4", Double 4" Dutchlap, and Triple 3” +/- 06.5 psf with nalls. Standard) Standard Ycar jitk tl f naw s7 f�f '-, Lt ^ ' P ,i;''.. -' Iyl�.a t`;Ft!P t I ['� jI ii�tR��1f� iI .rfJ.1 11�F, t01,5411 : (u^.n it ,ui ;f : f :, ! Ia } ,a r - r 3l. 4 ., k. t 1 . r' 1 tat ,.: a f t L ,. yy N la a+l a, S I 1}� tt ,• ,:trr�Ifi1.}i{���ii3li-. _. t �l�}�f���u� s (•a •^-"} 2'7rl e-!s••,,�.:;^Mtr• rn 1, r:p:'tr �rj,lil7 i1,,� Ik„P'- TiYiil4. Ss O 'lak:LiStlr. ri ,iYEt nCl:,llnrrn `togV V.:r. Feai:tratol t: Hut Topes:. 5>pmt.11-ieiun! _tray&Fa, txi ,.f -i, , ac ,t, : HIS=, 11,111, Lri,.s ,c-,hI /i! its 4/(''.Product Approval t:' USER: Flblc Usrr Pisa IrAEEJ911t:'.;,,,a> Pn�,Jcrrte?-IICA'a, I)',,XDthl Lct> Arpl,caton u. -I FL It FL12199 Appllcativn Type Ne" Code VQfSlon 2007 Application Status Approved Comments Archived '�z Product Manufacturer i(ItYC AN LTD Address/Phone/Email 402 Boyar Circle Williston, VT 05497 (905) 793.'3467 Eat 235 alex.JoVanov c@kpproo0cts.com Authorized Signature Jovanovlc Alex alex.jovanovlccNkpproducts.conl Technical Representative Alex Jovanovlc Address/Phune/Email 255 Summerlea Road Braniplorl, NODI -US 05476 (905)793.9462 Ext 235 alex.jevarloviuNkpprodur-ts.renl Quality Assurance Representative Alex Jovonovic Address/Phone/Email 255 Summerlea Road Brampton, NoN-U5 12:345 (416)553.6818 alex.)ovanovidakpproducts.corn Category Panel Walls Subcategory Soffl is Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluatlon Service, Inc. Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Robert A. Walz, PE ,; Validation Checklist - Hardcopy Received Certificate of Independence FL12199_RO COL ICC Certifica .. _ te_on _Independence pdf Referenced Standard and Year (of standard) Standard Year ASTM D3679 2005 Equrvalence of Product Standards Certified BY Sections from the Code Product Approval Method Method 1 Option C Date Submitted (1,12C,12009 Date Validated 0/02/2009 Data Pending FBC Approval 03/05/2009 Date Approved 04/07/2009 ___._,,...__,_,.._ _____ FL # .del, No,,, isere r Name Ucscription 12199,1 Center Vented.12"/Sold 12" _ Tripl 4 _Part ally Perforated Vinyl Soffit _... Limits of Use Installation In ! et r v Approved for use in HVHZ: No FL121?rd_jQ_jj_IsayCd Win. [ill irgll,pJf Approved for nae outside HVHZ: Yes Verified By: [CC Evaluatlon Service, Inc. Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Rcports Other _Inst be Installed a5 per the manufacturers FL12199 RO_t\� ESR.14)5, ail r 09 pdf t a E, l ' Y 1 a1_ IdJ It )rHx i M11 vr' G a l ,-1- I ti11 •i ) r T_ f I } ��td) b gg i{{Y7, f1 e1 1"' t( J'f', jk(; ftr� , y on 7 du :. t ht 'sr f1 i'01 A I U hi.. 1 m ,vs r a � � l tl� F ktl � 3 '.r i, t'o�'riF FIC IS Hu,nr : to LI (ll:.r, Fc +J.�liiltleslf,_'r� noun I I nn! Tn r U JS 5.1„k., rrh - n 5' aUa r.l.In P, Facts t F,ttiraticns I FBC alnlf ( Ik'IS S[a Map In..,s : -�.�I,! S.. // t,l Product Approval USER:PGI' User, p r vl�; �d t F 9 al � '+nca ,[ rA, r Ah .. S9. ,vxh• ll.dl tl-c•�,. I n n ,Iwa[lan i 1!1olt„C�_4_S PI Uca'I FL !t FL2075-R3 Application Type Ruvi,ion Code Version 2007 Application Status Approved Comillents Archived Ix3 Product Manufacturer Florida Metal Products Inc. Address/Phone/Emall 0940 Stuart Ave Ja Cksonvillu FL 32254 (904) 703-8.100 clark(Ipflamro.com Authorized Signature clark]oues clark(VIomco.conl Teclutucol Representative darkjvnes Address/Phene/Emall P o box 6310 jirksunville, FL 32236 (904) 783-8400 clarkiJ)flarnco.com Quality Assurance Representative clarkjones Address/Phone/Email p o Lox 6310 jocksonvllle, FL 32236 (904) 703-U•f00 clarkU larnco.corn Category Reuling Subcategory Routing Accessories that are an Integral Part of the Roofing System Compliance Method Certification Mark or Listing Certlflcafu , Agency Mlaml-Uade BCCO - CER Validated By Mlarnl-Uade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS 100 (A) 1995 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/05/2008 Date Validated 06/30/2006 Date Pending FBC Approval 07/08/2008 Date Approved 09/15/2008 Summar L?! Products _.--_-_-- _____..____ FL# ---____� _ Model, Nmuber or Name 1 2075.1 VENTRVIO V ,Description _ —_ _ _ _ VENTRVIO ------------- Limits of Use Certification Agency Certificate Approved for use in 11VIIZ: Yes FL2075 .R3 C CAC 07-1105,06 RV10 MIAMI DAQE.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 01/31/2009 DcEign Pressure: N/A Installation Instructions Other: FL20YS_R3 11 07-1105,06 RVIO MIAMI .Lf [ ml:ltaff i PGI,, to M,p ! L to -,,,.xh i Verified by: hhuml-Uade UCC0 - CER Validated by Created by Independent Third Party: FL # Evaluation Reports Certificate of Independence Created by Independent Third Party: __ __ Standard) Standard Ycar 2075.2 _, VEN IRV1U _ VENTRVIO Limits of Usa Certification Agency Certificate Y Approver! (or use in HVHZ: Yu, FL2_ 075 R3 C CAC 07110506 RV10 MIAMI DADE ndf Approvcd for use outside IIVIIZ: Yes duality Assurance Contract Expiration Date Impact Resistant: N/A UJ/13/2U13 Ucaign Pressure: N/A DrIfloalliaticil Lastructions Other: E! LRZ�_Lt3 II 0 IJQ{ VG I(V 10 MIAML UE. d a) Verified By, Mlami-Dade BCCO - CER 13000 NW 30 Avenue Created by Independent Third Party: Product Manufacturer Evaluation Reports �__ Created by Independent Third Party_ F.—I-I next G-AAd nh Ltralnn I . a J''-` I f.:: k{ yy i I1�F I f ISf)lrsf,E r. r 1 II ,.), `1 "I 11 age. . ... .... .. F� ?1 4. }), .: 11 1 c ar , I T 7. { r :r'� 7 .. - Fri cI} I I hu { I �+1,. arna d t ��rj ) T :I :Dill tFo, ��tt 1{��{{ ,. t 9 1I —t HH 1�C Florida Professional Engineer �f� It . ^. _ . DBk. .II.s,,1c'I*.,,.A . us .,,I. !«T .n�fFFSi9�„s..� ,.....,��A3jj, ” f .r- the Evaluation Report r �ix vo r, r ,.., .. a ..r Y F y.y x'I a'g1.iW�K. y�'-t "'t.l.Y,J�.GVt",a 1iY AT1{4iY'() nil, Ilam„ i Loy Li i L1-.rr pcd.:tr:tnn I net T„P4, i. ,,bmt`,+ Ili U,, I 5W,&Int-- I P It utu,, [ ml:ltaff i PGI,, to M,p ! L to -,,,.xh i X15 (� ) Product Approval �"g • USER: Public U;cr Validated by ORLANDO L. BLANCO, P.E. FL # M' Validation Checklist _ Hardcopy Received Certificate of Independence fILh5vIa1e L.11mc , Eaux '_CYk4.gitaljmiet,arh: ^ JK_I to w nppruuun uatall Standard) Standard Ycar FL %% FL11024 Application Type flew Code Version 2007 M Applicatlon Status Approved Comments Alufab Hurricane Shutters file a) Archive 13000 NW 30 Avenue (r^D' Product Manufacturer Southeastern Metals Mfg. Co. -`TD Address/Phone/Email 11801 Industry Drive Jarkten Vllle, FL 32218 Authorized Signature (904) 696.4682 Lam_„ jh kelseyrU5crc tals.com Authorized Signature Jeremy Kelsey Add ress/Phone/Ema 11 j h ke I sey @ scmcta I,. co m Q Technical Representative Jeremy Kelsey r -�� ( V Address/ Phone/EinaII 11801 Industry Dr. ff\--�-J-' Jacksonville, FL 32218 N CD (904)757.4200 Ext 4682 i L jhkelSey'@se ,.La Is.cvm M Quality Assurance Representative Garry Shotsberger Address/Phone/Ernall 11801 Industry drive E_ Cn Jacksonville, FL 33218 (904) 696-4204 gpshoLsberger(_:)sernetals.com Category Roofing Subcategory Products Introduced as a Result of New. technology Compliance Method Ud Evaluation Report fforn a Product Evaluation Entity Evaluation Entity Midmi-Dade SCCO - EVL Quality Assurance Entity Mlarnl-Uade BCCO - QUA Quality Assurance Contract Expiration Date 04/15/2014 Validated By flloml-Dade BCCO - VAL Certificate of Independence Referenced Standard ,and Year (of Standard) .cite rd laic TAS 100 1995 Equivalence or Product Standards Certified By Approved Evaluation Entity LL11029_K(I EgilLv_2.OQILJ06-4Yealh�-r V�Qaudf Sections atom Lie Code n) i£ lisp N.v Ill , - iIt r' :t Ii x .jltj�, f j.(.I riir. 4i kr',.ist F s :.,ti, LMW� �q,Ktt fr 1 - }di ,i Y r tprigx� itYI� kr.k'�(rj�s� d. -V-i I tI� k' IG - rd, J +i tttt t� �l pr I i .aj L t � ! {�,I}Il[ 1111d3 ff dT 1t - - .Lr��Ltk�1.t1tf': :"n J a� y t 1 lyr tY. 1 at LL„•,a.ylt,,if t f ll .,, rx' ,, l? A,h t aCI II r %lop ll, (ll:.rr arp..t -atW, I flnr T, r.;I cul,,, R., ,rrn, rJ.a' EfaL &F:art:l 4uLlka[a„-.• rr ,at BL?., ., tc Mir i Lnl.. .n, of s 811 fi Product Approval II"; VSER: r LJE U:.rr Ca01,tA,I,cjv V_altiam>r•W,-,tarn IJJ 1=1,n_earI, • nra1m1,w let:. AppnLLatl_ Wail FL II FL722-R2 Appllcadun Type Revision COJe Version 2007 Application Status Approved Comments Archived Y131 Product Manufacturer Metal Tech, Inc. Address/Phone/Etna it 7635 w 2nd Ct Hialeah, FL 33014 (305) 9711-7507 5tev eglmete Itech. com Authorized 5lgnature Steve Pulliam Engineer gCa!metaltech.com Todullcil Replesentativu Address/Phone/Ernall Quality Assurance Ruptesentativu Address/Phone/Ernall Cab:gory Shutters Subcategory Storm panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed 1I —t HH 1�C Florida Professional Engineer ECIU Homd ;Log 4• (U:cr KcprSlratuu ? not 7opKa I. R Evaluation Report _ Hardcopy Recaived Florida Engineer or ArchifBi Plaine who developed Robert S. Montour the Evaluation Report Florida LlrinsP Florida License PE -11955 Quality Assurance Entity NoLivnal Accrudltatiuu and Management lnstitute Quality A,surance Contract Expiration Date 12/31/2010 Validated by ORLANDO L. BLANCO, P.E. FL # M' Validation Checklist _ Hardcopy Received Certificate of Independence FL722 R, , -.COI 024 eery, InlJipgnJ.pYdf Referenced Standard and Year (of Standard) Standard Ycar Coda Verslun ASTM E 330-02 2002 SS I'D 12.99 1999 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 01/2!/2009 DateValidated 02/02/2(109 Dato Pending FBC Approval 03/11/2009 Data Approved 04/07/2009 ______________- FL FL # Model, Number or Name Description -.________ _ . _,___.—__..___._._._�....._.._ ..... __ 722,1 4 .024 Galy. Steel Hurricane Panel _-- Limits of Use Install.! mn Instnrctions Approved for use in iii fro ELL- 2R' If 0/4 drawInj.ptlf Approved for use outside HVHZ: Yes Verified By: Roberts. Monsour PE 11955 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other, Not for use In High Velocity Hurricane Zones of the FL722 R, Ag._gbl evaluatlon.ptif Florida Building Code. Maximum Span 140" at 24.52 P.S.F. Created by Independent Third Party: Yes I Maximum Dusigu Load 303.02P S.F. vath a Span of 55" 1 [DmLEmea C'rp3rt - t fC ,unity Aff." Fl—dFl-Fda Hila J C,,d..,l„ lu c J d f,na,.N3 be ,UU3k Lkucord Tala1- )rand, dZJlJ21o0 050) 4 f/ 1SZ4, Fax (650)41 $ d436 sir ,' r... t ,� } r I[ �y $J }' kI �I `-d.G?J"�Ra�.. '�i. . Shutters Ia a,..I,ik rft"f 1'.."I f1"fat 1-'� Al . r r I s i ..yp j ." I iia* v+ " J: i .f�+.. , , Jt .a yq t ns...... .... ___ ,It1»s. } 1 Compliance Method .:1.. '1 11 i i 1 tt. t p .. .... iI F :t j R�����[[1]]j,(,(,( pt;+tt 1 IP ��� 1I —t HH 1�C �rxu�i` i t it lir E'M!Ga -r^ x r r ra.. It,. T 11 c I 'r a �, 5+�.�di.�uV �.d rn r10�.t"ld 9 ! air sru�i.� nh ECIU Homd ;Log 4• (U:cr KcprSlratuu ? not 7opKa I. SuL nt surcha Ve I Rat3&rnxta I Pubikatop , f nue eWlf I Ofla CAvHIP i Ulu ; S—ch ( ' uz Data Pending FBC Approval Florida LlrinsP Y '.,n .Product Approval Quality Assurance Entity National Accreditation and Management Institute ^/ V5m: PuUc user 12/31/2010 Validated By LEEEIZ L,Pik1 . Frcatxtu: an' . G:,7611 yn: s appncrll n WUd U FL # FL4804-R2 1-1-41304—R2. ( 109-0_2 Cl.pr,(( Appllcatlun 'type Revlsluu 0 Coda Verslun 2007 Appllcetlo , Status Approved Comments �1.... M Archived fy Product Manufacturer Alufab Hurricane Shutters file a) Address/Phone/Email 13000 NW 30 Avenue (r^D' 0 Opo Lucka, FL 33054 -`TD (3U5) 6138-4703 Ext 19 anthony&jlulurabh urricane.cotn Authorized Signature Robert Andrade Lam_„ anthonyys'alufabh a rricane.corn faclul kat Repleseltative Pedro De Figuehedv Add ress/Phone/Ema 11 6971 West Sunrise Blvd, 104 Q Plmtaliun, FL 33313 Engco6,oa. Carl, Quality Assurance Representative Address/PhoneJEmail Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Date Submitted Florida Professional Engineer' Date Validated M. Evaluation Report - Hardcopy Received Flari da Engineer or Ar � - chtect Name who oho develo ed Pedro ed o O,a Flr ueir P ado J the R Evaluation Report p Data Pending FBC Approval Florida LlrinsP PE 52609 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2010 Validated By Jesus Gonzalez, P.E. U N!, Validation Checklist - Hardcopy Received Certificate of Independence 1-1-41304—R2. ( 109-0_2 Cl.pr,(( Referenced Standard and Year (of Standard) 5,tlndard y_ 0 ASTFI E330, E1996, E1806 2002 Equ Pdnlence of Product Standards Certified By Sections frorn the Code Product Approval Method Method 1 Option C Product Approval Method Method 1 Option D Date Submitted 07/09/2000 Date Submitted 04/10/2009 Date Validated 07/17/2000 Date Validated 04/22/2009 Data Pending FBC Approval 07/18/2008 Date Pending FBC Approval 05/18/2809 Data Apptoved 09/15/2008 Date Approved 06/09/20()9 FL # - __ I Model, Number or Name 11024.1 11t Weather•Vent" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes 1"IP act Resistant: N/A Design Pressure: NIA Other, Description Off Ridge Static roof vent Installation Instructions FL11U24_H0 II 2000f10A-Weather Ven (.pdf Verified By. Miami -Dade BCCO - EVIL Created by Independent third Party: Evaluation Reports eacx Next WPanmenr of cn, umry Air rix FWr1da bu» .9 Coda Unlhe Cndcc .and , Sri.,Ne 2555 SnosiIJ Oak Uvol- ­ s F!urds 32Ji9-?100 15u) 007-132i,Faxn85tg -11I glib i�=_­' L... � _,___._ A.�,_.__ �_ _ ._____--..�-j FL # Model Number or Namo Description i 4804.1 __ 24ga h .2ga Steel Storm Panels Corrugated 22ga and 24ge Steel Stern) Panels -----_--___-- 4804.1 _ Limits of Use Installation Instructions��.I Approved for use Its HVHZ:No E1.4t3U4 R2 SII 09-082 II 09-�32 DWg_pdf Approved for tine outside IIVHZ: Yes Verified By: Pedro De Flguereldo 52609 Impact Resistant: Yes Created by Independent Third Party: Yes Design pressure: +104/-104 Evaluation Reports Other: Product to be manufactured, designed and installed FL4304_ P2 AE 09-032 Pfispdf as per drawing 09-032. Created by Independent Third Party: Yes LDS ("<< =Ar .:1�a V,v. rm­r of Ccvu,m.naynflh: FAW,1. ifuAdl„y CWc.4- C.11". .1a ,linaCock..1a standinla Sh—i.sa Uak L:c u:eva,d raJah! ?, fbrlda 311: 3.2100 951) aS 4121, Fax 980) 414 s4Jc i �(D W V) M-( CV W +...J _0 (W ) U •i...J U �'t «J L i, 0_ 0 Q �1.... M ^ — Cn ' J a) fry W (r^D' 0 -`TD z,_., O LCD_� 0- Lam_„ _0 •_�•-r••-.�u CIO Q 1,4- O r -�� ( V .V) ff\--�-J-' O N CD LZ i L M O L: f —0 E_ Cn E Z Z W J I - - ____ .11 . ", 1. . _1_1 I " ----I I � - - � I--- _-1, � I � I 11-11.1 . _ - I - I. 1 I I - I I - - � � ­ I I 1. I s, �.. � I . I I I I � - 2 1 � - _j 1-11 11 1. 1--_ - I �. ..'.. I . .1 1. . - I , , I I I .. 1-1. . , i �­J '' i ­ - - Ili ". < 2 SHEET N0, PAL 1 e2