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HomeMy WebLinkAbout329 Bella Rosa CirrG''� i lea. �ni CITY OF SANFORD ' BUILDING & FIRE PREVENTION PERMIT APPLICATION 62 A licatiou No: Y PP _ Documented Coustructiou Value: $__ PiQT+.� w .lob Address: �, { (' klistoric District: Yes ❑ No ff Parcel ID:�,qq - 19 - g- - Description of Work: NEw ar=K_ Plan Review Contact Person: �otlty Lcvc �,-_ Title: Pholte: Fax:(la.-y) 4]'i- Property Owner Information Name Pltouc: ((Lz l�'1�1�i--tc>c� Street: l� aU 1-��ct i w �v� ll2�v� �� ,-cG: 210 Resideut of property? ^ City, State Zip; 0 Contractor Information Name Phone:.( -lit Street: City, State Zip: o State Giceuse No.; Architect/Engineer Information I tioue: tuk b(-60- ant) Street: C'� i Fax: City, St, zip :,QVt L F-urail: Bonding Coittpauy: �jft _ Mortgage Leader: t•,{R Address: Gxr (�� _ i 9i'-. I'vo, '2 J. (ro Address: � j_?CPO , rId f - -- PERMIT INFORMATION Building Permit H Square Footage: 67 3l _ Coristructiou `Type: No. of Stories: No. of l)wetliug Uuits: _ �� _ Flood 'Looe: Electrical Q' Plumbing d New Service -- No. of AMPS: Jf�D Heeliauical 0/(Duct Layout required for new systems) New Coustructiou - No. of Fixtures: I Fire Sprinkler/Alarm ❑ No. of heads; 41 ABBREVIATIONS A.B. Anchor Bolt Fir. Sys. Floor System Rad. Ref. Radius Refrigerator Abv. Above F.PI. Fireplace Req'd. Required A/C Air -Conditioner Ft. Foot / Feet Rm. Room Adj. Adjustable Ftg. Footing Rnd. Round A.F.F. Above Finished Floor FX Fixed R/SH Rod and Shelf A.H.U. Air Handler Unit Galy. Galvanized SD. Smoke Detector ALT. Alternate G.C. General Contractor S.F. Square Ft. B.C. Base Cabinet G.F.I. Ground Fault Interrupter Sh. Shelves B.F. Bifold Door G.T. Girder Truss SHT Sheet Bk Sh Book Shelf Hdr. Header S.L. Side Lights Bm. Beam Hgt. Height S.P.F. Spruce Pine Fir BOT. Bottom HB Hose Bibb Sq. Square B.P. Bypass door Int. Interior S.Y.P. Southern Yellow Pine Brg. Bearing K/Wall Kneewall Temp. Tempered Cir. Circle K.S. Knee Space Thik n. Thicken Clg. Ceiling Laun. Laundry T.O.B. Top of Block Col. Column Lay. Lavatory T.O.M. Top of Masonry Comp. A/C Compressor L. F. Linear Ft. T.O.P. Top of Plate C.T. Ceramic Tile L.T. Laundry Tub Trans. Transom Window Dryer Mas. Masonry Typ. Typical Dec. Decorative Max Maximum UCL Under Cabinet Lighting Ded. Dedicated Outlet M.C. Medicine Cabinet U.N.O. Unless Noted Otherwise Dbl. Double Mfgr. Manufacturer VB Vanity Base Dia. Diameter Micro. Microwave Vert. Vertical Disp. Disposal Min Minimum V.L. Versalam Dist. Distance M.L. Microlam VTR Vent through Roof D.S. Drawer Stack Mir. Mirror W Washer D.V. Dryer Vent Mono Monolithic W/ With D:W. Dishwasher N.T.S. Not to Scale W/C Water Closet Ea. Each Opn'g. Opening W.A. Wedge Anchor E.W. Each Way Opt. Optional Wd Wood Elec. ? Electrical Pc. Piece WP Water Proof Elev. Elevation Ped. Pedestal Ext. Exterior P.L. Parallam Exp. Expansion PLF Pounds per linear foot F.B.C. Florida Bldg. Code Pit. Ht. Plate Height PLOT DATE: 04/19/2010 VERSION NO. Fin. Flr. Finished Floor Pit Sh. Plant Shelf F.G. Fixed Glass PSF Pounds per square foot Flr. Floor P.T. Pressure Treated Fdn. Foundation Pwd. Powder Room REVISIONS 09/02/03 1.00 NEW BASE PLAN 02/12/09 2.00 CODE UPDATE AND REVISION 04/20/09 2.01 FIELD WALK CHANGES 06/11/09 2.02 GENERAL CHANGES 10/05/09 2.03 REVISE KITCHEN LIGHTING 10/20/09 2.04 REVISE TUB DECK DIMENSION 11/16/09 2.05 REVISE M. BATH INT ELEV. 12/14/09 2.06 ENLARGE TUB DECK 01/06/10 2.07 CHG. COACH LT. SWITCH INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. J I l EnC�COCIOI E::1F_1E1E1E]E:]F_7E1 El E�] 1:7171171 I El I = E 11q INI JOL I I I'M MODEL F140-2032 S4 DETAILS S5 CS COVER SHEET 1 D1 FLOOR PLAN PA1.0 2 EXTERIOR ELEVATIONS PRODUCT APPROVAL NUMBERS 3 ELECTRICAL PLAN co co 4 HVAC PLAN 5 FOUNDATION PLAN Affiliations: 6 ROOF FRAMING PLAN - LINTEL DETAILS L1 SN _F l �- l._r_� -'- i -- T I_ l l A I i 1 1 ; - - I I I- f I 1--_ STRUCTURAL NOTES DETAILS SN1 S3M --— — - --- -- MONO DETAILS J I l EnC�COCIOI E::1F_1E1E1E]E:]F_7E1 El E�] 1:7171171 I El I = E 11q INI JOL I I I'M MODEL F140-2032 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 co co 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 not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding title (nforrpatlon found in these plans should be directed to ow, Quality Assurance Manager at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. h0 a C WnQ-' N q) ■® C � � /� a W C LL (d ^(y) ■® C '� N U a N (n C) co co aid v= O o Z)co C (0 a 9(o ULO rn o Affiliations: A , I N•C B DC If T1_ - Consultants: ZQJ °Z� v���e>Ittttr,io� SROLU LL o `���� P �/ C7 LL � U) ®1 ��r... r.. s Y Z _ aU LLJo z mn -SC z��,.= n wo = IY W • .�,' n Z F F���•I'^ 1 >y� y�J' N�` O W ��Wa La 0 0 o � Q Ld � LO o� p J m mag W L N Zoe 0 N M m O�QD Q ajMf� Q ,J 0 Q O T L Q 4.1 Z � Z w -a a ru V) (.) U-) V a7 Z � ZECL,� LU Z a J ra�Uoa Z U Z >'a Z''¢o�a Z Z ~ Z _ �z z Q og�z'Oo V= O 5 W N ~aOzO © LUZ = w tJ rn 0 /1 1 W J J w¢�r' ICE Z U waao� IW � l V W o0Wa U M W La�0; Lw O 0 0 Z a �¢�� ® U) 00�Z0� U ' LLa w0L_Z '¢ Q2 W 0 ® �+0 Z< CILL <L SCALE AS NOTED PLOT DATE: 04/19/2010 VERSION NO. 308 JOB NO: 10-0461 SHEET NO. C S MASTER BATHROOM BATHROOM OPENING AT HALLWAY TOWARDS BEDROOM 2 OPENING AT FOYER TOWARDS BEDROOM 3 (VALUE ELEVATIONS) MIRROR = MIRROR TOWEL BAR i• f rr - -TT(�1-T.- (2) - 2X6 #2 SYP W/ © +33.4 / —44.8 40FELT1 1/2" FLITCH PLATE CD a N a) o r BATHROOM OPENING AT HALLWAY TOWARDS BEDROOM 2 OPENING AT FOYER TOWARDS BEDROOM 3 (VALUE ELEVATIONS) MIRROR ry v 0110 HEADER SIZE loot 18'-8" 40 op 21'-4" (2) - 2X6 #2 SYP W/ © +33.4 / —44.8 TOWEL BAR._ 1/2" FLITCH PLATE CD a N a) o r 10 m It 10 1/2" FLITCH PLATE GO 10 bA9 OA (2) - 2X10 #2 SYP W/ 4 H3 1/2" FLITCH PLATE 1'-4"X1'-4" "L.. SHAPE CMU BATHROOM N o b) W OPENING AT MASTER BEDROOM 00 OPENING AT FOYER TOWARDS BEDROOM 3 OPENING AT FOYER TOWARDS DINING RM. DEN OPTION SCALE: Y4'=1'-0" 40 ry v 0110 HEADER SIZE loot 18'-8" 40 op 21'-4" (2) - 2X6 #2 SYP W/ © +33.4 / —44.8 17'4" 01 11'-4" 10'-0" 1'-4" 1/2" FLITCH PLATE CD a N a) o H2 10 0 It 10 1/2" FLITCH PLATE GO 10 bA9 OA (2) - 2X10 #2 SYP W/ A M H3 1/2" FLITCH PLATE 1'-4"X1'-4" "L.. SHAPE CMU H4 (2) - 2X12 #2 SYP W/ Consultants: In g1ry3918y81�7 1/2" FLITCH PLATE wwwa� f •.°����5 vf, 0 nuiw f a,V I 1 iU_ Q)icc (2) - 1 3/4" X 11 1/4 (� ,� r I Y L' o� COLUMN LVL 2.0E Fb=2950 LL W Z / s 35 SH U 0) o�aR� LVL 2.0E Fb=2950 i{ `f t - - - - - - - - - - - - - - - - I * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND r- R&S EGRESS* I I TSA U) - I QAq OA Q q� M I\ 'L ru 0 f\ L d ZZj I`. I ' L _- °pi I LANAI A.F.F. - I Ln v L U 9'-4" FLAT CLG. WIC - 19'-4" FLAT CLC. 14' 8" 4'-0" = 1 CARPET I I T). - - L Cce - - - - -G.T. - - - - - CRz W LL Q W - - - 9080 SGD MASTER Z WLZIz— .J I 2468 "F-�UDO O uh. oBEDROOM _ TYP. ZZ z<Q�zQ 9'-4" FLAT CLG. - U.N.O. Tz'rz-�W< Wr, w �aU0,t CARPET - O 0 V o T-1 5' 1286$ 5' 4 N vF a0z0 4'-6z" 3, 7" 3'-10" 2'_94. 1 2468 W = u)0 N A 1 �' WIC W " lA in 1 9'-4" FLAT CLG . CARPET F {I 1 1------ 5 SH. Ir FAMILY — 66$ oo z - 9'-4" FLAT CLG. E I R&S - W CARPET . w x M� N - WaaE)CoO PANTR)` "' "' - aaz o$ °? LID LO co9'-4" MCN266$M. 8J aQ�) M F ��L , U A - ^ x t TILE oza S3 N[1 8'-74" I 2468 TEMP. GL. _ J nI 7i I..L J 2 Y W aq� a O TYP. / 2- ENCL. ON 42" U.N.O. - ITC H E I HIGHKNWL. _ �\ - LU F_ Z 0- J I4" FLAT CLG. I °Q ® LL - 1 d TILE W _ I c) I O - SCALE : r; I I OZ Q- - - VERSION NO. 108 JOB No: 10-0461 o II I 42" X48" I ';4 U) - OP -IN w CO DINING LjL_ \ p SHOWER I l TIL TO it11 I -Q `PER-_� C O M 9'-4" FLAT CLG. 4 - - CARPET �r —I MC - 1, ��, 1 - 0'-2 19' 8 8 1' 4 2 4 8 -5 � - � LL .,�wnuA 2 - a 2'-7" 4 - - - - - 2� FLAT CLCD 10'-11 6'-1-" N N -- - TILE " Q - m = - i II, 7 60 U) I o I I ih 2668 - I T -1 6'-54„ 2, 7„ 11'-24" - - 2068 "' I = BEDROOM 4 I .v. ; —2868 DRYER VENT BEDROOM = W a� 9'4' FLAT CLG. I HRU ROOF 2 u _ A 9'-4" A 0 o CARPET I 25' MAX. "' I I O W N CARPETLG W 01�I I u k N m I \ U) 0 9'-4" FLAT CLG `Q I ds CARPET 00 - r o: cp LA 0 1 - 6'-01" 3'-111" Ln _7 � ; `n 6' 14.. 4" FLAT CL - HANSON j TILE 1 _ 1 ' BOX @ 36 r i - 2668 - I A.F.F.86 - r MC - 2868 N �,N LIDti *; (0 1BUILDER TOPROVIDE EDGE OF SLAB 2" H W BEYOND WALL APPLIANCE PROT FOYER CTION -_ ] j I ----- �_� WHEN REQUIRED PER 3—:: - BA 3` 11' ' FLAT CLG. I. - 54 x 22" I FBC - _ - 9'-4" FLAT CLG. ^: TILE 120'-0" TILE 1'-114" 1'-114"� I I w� 9 -----==J - - rn w - 0rz LLJ< 0- ao " ti II t L ~ T B/ SHWR TI2068 — TO 7' A.F. l N o� NOTE_: FINISHED - - 4 SH. oo Qpm WALLS TO BE FLUSH. N FI LD VERIFY. - 2668 - - - -_ I - °P 0 1 06 O GARAGE " = 1 9'-4" FLAT CLG. A.F.F. r-------- -------- --- - - - - -I - - — — _ p - � _ G.T. ELEV. A & - - ENTRY _ .w.. , . 6'-0-" 4'-11-" X-04" M 1 1 SEE ELEV. - I C — 4 2 — — ----- — — BEDROOM 3 9'-4" FLAT CLG. _ ' 0"3'-4" - CARPET - - Q - j TYP. @ K - - GARAGE S� - - - 8H o — —C1CV EGRESS * 16 X 7 OVERHEAD DOOR N- - I 11111 '7171 G 35 SH & 4'-8" 9'-4" 2'-4" 16'-0" 2'-4" lir 0-01 14'-0" 5'-4" 20'-8" It 01 10 40'-0" REVISION NOTES 12/17/2009: 4. 5. 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. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE -FAB. BASE. ALL VANITY HEIGHTS ARE 36" A.F.F. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. ALL BATHROOMS HAVE ONE MEDICINE CABINET ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 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 +33.4 / —36.2 (2) - 2X6 #2 SYP W/ © +33.4 / —44.8 H1 1/2" FLITCH PLATE CD a N a) o H2 (2) - 2X8 #2 SYP W/ +29.9/ —32.8 Z, 1r � co 1/2" FLITCH PLATE GO SEE SN SHT.HO 120 MPH (2) - 2X10 #2 SYP W/ A M H3 1/2" FLITCH PLATE B D. H4 (2) - 2X12 #2 SYP W/ Consultants: In g1ry3918y81�7 1/2" FLITCH PLATE wwwa� f •.°����5 vf, 0 nuiw f a,V I 1 iU_ Q)icc (2) - 1 3/4" X 11 1/4 (� ,� r I Y L' o� H5 LVL 2.0E Fb=2950 LL W Z / H6 (2) - 1 3/4" X 9 1/4" U 0) o�aR� LVL 2.0E Fb=2950 i{ O T --i M * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS SCALE: Y4'=1'-0" General notes If water based ceiling texture material is used, Provide Y? gypsum board for 16" O.G. 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). R309.1.1 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. Door from garage into house must be a minimum 13/8" solid wood door, solid or honeycomb steel door, or 20 minute fire rated door. Any accessible space under a stairway shall be protected with %2' gypsum board. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. The exit alarm shall produce a continuous audible warning when the door or window are opened. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. The garage shall be separated from the residence and it's attic by not less than 1/2-inch(12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. R613.2 Window sills In dwelling units, where the opening of an operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4 -inch -diameter (102 mm) sphere cannot pass U OPENING ENCLOSED-EXPOSURE"C" PRESSURES Q +33.4 / —36.2 }+ 0_ - N av © +33.4 / —44.8 © +31.9 / —34.7 CD a N a) o OD +31.9 / —41.8 O +29.9/ —32.8 Z, 1r � co O1 +29.9 / —37.8 GO SEE SN SHT.HO 120 MPH SEE SN SHT. SCALE: Y4'=1'-0" General notes If water based ceiling texture material is used, Provide Y? gypsum board for 16" O.G. 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). R309.1.1 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. Door from garage into house must be a minimum 13/8" solid wood door, solid or honeycomb steel door, or 20 minute fire rated door. Any accessible space under a stairway shall be protected with %2' gypsum board. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. The exit alarm shall produce a continuous audible warning when the door or window are opened. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. The garage shall be separated from the residence and it's attic by not less than 1/2-inch(12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. R613.2 Window sills In dwelling units, where the opening of an operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4 -inch -diameter (102 mm) sphere cannot pass U a C a M N C �fA .® v ti oo C }+ 0_ - N av _-Z C') N U �00 0E 00 CD a N a) o N IZ cn -O C ch (b N a L�_- 00 Z, 1r � co C U) ULO 0)o Tj Affiliations: A M N•C•1S•U•C — B D. T Consultants: In g1ry3918y81�7 Q i" R p LU / 7/ ✓, wwwa� f •.°����5 vf, 0 nuiw f a,V I 1 iU_ Q)icc FL 7r , (�FL (� ,� r I Y L' o� a �` O 0 Z Z6� ~JCE 1 w: LL W Z / f {,�jr I ,P:Fn 0 ,�/�i�k 1w ��6 d W wma mC7Fp aj0 E U 0) o�aR� w L N 0 0 Z U i{ O T --i M N M z�m CD U) M a Q q� M I\ 'L ru 0 f\ L d ZZj I`. Z � Z� LU J p M Ln v L U L Cce CRz W LL Q W Z WLZIz— .J "F-�UDO P0, y z a 0 CLW ZZ z<Q�zQ M Tz'rz-�W< Wr, w �aU0,t ® O 0 V o T-1 N vF a0z0 J lA f,n W �000� 1~QW�� WaaE)CoO aaz o$ 8J aQ�) M N 9O¢o U [U 27 oza J nI 7i I..L J 2 Y W aq� a O (y) U_ 0 LU F_ Z 0- J ® LL H SCALE : AS NOTED PLOT DATE: 04/19/2010 VERSION NO. 108 JOB No: 10-0461 SHEET NO. m 20' RIDGE VENT 12 L. J L L D" --J L J (- -i [ �C T, -- I C IT 7F i JJ� _ T T_ 10 RIDGE VENT J _[_ �_ _ `� -i_ ._ T T- :� - - -J t. �- _�_ �_ -t J` > ._� - t J 1 -.>_ .J...1-._.�. __[. ) J, ,i _� )v � �..a_ .Jv:: 1 r L��. _) .. C C [ CJ- T- � J � J T _ J �� � � r�r� [ 1 C i f J [ _I- J _ _)_.: __ C _�_. CJ L�[ -[_ l 1 C_�.: Z 1 7T ) C I' FIBERGLASS. T"�J_-_1 JJT !._ _ _.� . _L 7.._ _> _.a7 �a..._z a _J`. _,C�....� _ ( _L T J�_ C �J._�_ _[_ J� - - � i J J C--- C � J �J SHINGLES J_�. -- l ._. J _L �[_ .: ..J:_ _J... _..,1. _ _.. (__ _J__ �[-__ _ �T _J..._ _l _ .�_ �_ .�. `J-. _.t _ _.[__ _.1__ _ [_ L ��C_ .� J J-._ T_ _J _ Z... > ._ -[ - _ _-�. _[_ _J _ _T J. _ _ J._ ._ 1._ . [. _J_ t- [ ....1....J.. J -7. -> - _ J_ ._ J._. _.J - [ L J ... _J i- [ C C- - i....,[. _ J.. _..C. _.) .... �_.. _ L _ C_ _J _L T �� 7 fir-[ T [ _ J._ .J--_ _ .1._ _ Z ,�.._.J J �_ �_ (_ [--_.J_� J _ _ 1. _ 1.- _a_-- _ L r_t____,[_ _.,C _1 �[_. _.(_. _C_ _,� C _ _ _ 1. _ . 1. J r l - r-1- -�- 7 - .I_._ . t -J- [J_- �[_ __ 1 J ....._ _.�_ _ ��C _,.. __.[ _ ._,[._ .J- L-j- OJ �_ I _ I_ --- � ._.� - - - - -.--1_ J - - ->=_._.r __J..._.�_..� �_-.J._ J. ..C.__.l._ :__ C 1_ ._.l_ _"� _ � C__C._.[_ .1-J_..�__ _.l_. _.0 CL L _ � . I >.-- .__-�_ _J ...) C_ __ J W ... C .- C I J- ._ 1_ �� _ I ( r �C _ C IW .. _ l__ _ �i J T [_ -J T.O. M. - T �-� .i - _ r C > - L - I- -I - �`I- C >- [ I r r r I L r C s r r i - - - i r�-r�->✓ r -' r r r rJ-r F.FL. T.O u CID TEXTURED FINISH l --}--f-- - -------------------------------------- 25 SH 1A3 SH 12 5.0 20' RIDGErVENT 12 -� 5.0 a � 25 SH RIGHT ELEVATION SCALE: 1/4" = V-0" 1-- ,(_ J. _ _J�� �� T . _ -C �J 10' RIDGE VENT -- l_. _ _�.. _ T___.._�_ 1 _I _ _x_ -C 1_ _ J.__-J--T---T' �i -L . I. [ �_ ..0 i-[__ [ ,f`i_i_ �_ T r_ l` ],._ _Tr 1.. J- - _,[_ _ :1: r -i a-r-�-rJ- J --L C ( �� --T C [ J. J ) . J C J J l _J._ _ . L _ s. [ /F-2- _J i _T - C � T =[J - J- _ [ r T -T:- - _ T 1 T�• FIBERGLASS ,C _ � ,l—C-._.0 :[_ 1__ [ I V -r -T C11 --1:T1 1 -L_ r .1. T J. -j SHINGLES T[.. r_ _ I_ _,[___i 1 C ��-C I 1 JII-[�J_ J._-> J ... l .---_.._�_ J J l i l JJ _ <_ J > _T I._ _ ] " _J Tom[ J. T_-�. _��1. (...J _-� =T.J� F C TEXTURED FINISH C L-1 r- 09 C C ------- ------------------------------------------------------------------- F- 35 SH 25 SH LEFT ELEVATION SCALE: 1/4" = V-0" 35 SH 9080 SGD REAR ELEVATION SCALE: 1/4" = V-0" ----- - - - -- ---- -- - - ''C-` _ T.O.M. _.. `[-- -i I -1 HDR. o 0 F.FL m F.FL- GENERAL NOTES VENTILATION CALCULATION FORMULA =FBCR 2007 Sec R806.2 S.F / 300 (1/300) / 2 (INTAKE vs EXHAUST) *144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH REQUIREMENT 2630 TOTAL 632 SQ. INCHES OF S. F. VENTILATION REQUIRED N O o 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. ELEVATION — DETAILS_ SCALE: 3/4" = V-0" FIBERGLASS SHINGLES 12 (- 1 i l .0 5.0I J_ l .�- 12 5.0 i C__ L_ r l ' 1 6" BAND TYPICAL -1 1- _ l- __ _�_ -.1 -�----<<_�__. �.�-�1 _-1 1. 1 :J J._ --J--[ [-_J_ _�-[ _ J_ J._.'t - - - - - T L—Jt� L L � FL -1 I I `---' I -1 l � IvlaDa�DaO� /- 0� O�ODa I - 00 1 LIE]= L:]=�� F.FL `-- I - - - - 1'-6" 35 SH 3068 16 X 7 OVERHEAD DOOR ALL TRIM LINES TYP W/36" X 26" TRANS. ABV. ADP: crrnQrzn FRONT ELEVATION — B SCALE: 1/4" = V-0" Uzn E a C M c �Q) O .— zt N o U co E 00 ® 0 N O o V/ [) Q (10o � �N y=. O o �00 cn o LO � rn o VI Affiliations: AN N•C•B •U•c BW Consultants: B R 0/) SY. p U W_U_ u�.sapps 1aoe..x w U �• 'G �: �rn v' N y C7 afl1.X (0 }r (aj W 'Syw W .,�,/ L 61- j 'J�-' JppF :a �C oro W�� oe d` 00 LU L ED LI C S.N VVy ZDp� ( ., W.,11L� � -,n zz LU, oq. N p'@7m T-- �y Q LUJ." Q � FZ- LL W O 1 f Ay 'y� �'. O LL 0) O ` a � mo O W a C c mZT� iii q) W F- O � ora t-LU0.Q W L y po•._ ZO- 0 '--i M N 0 Lo Z ;L -P -P M Ocn o �CD M CD O gjMl� ��•Ln L S ,N Z cn J W W J p (R U") Q) L U Q i wC) 0 (moi. 0 W LLJwZF-�a ®I Upf Nd0 } z Q 0 Z o zQ° Z¢ Q U Z 1� Q =Z'Z'Z~Z W ® >-CL-a��OJn o 1� ce O w N �aOzO C ��w J k 117 ®1 lD lD .}-J w 0 Q Z X W /( tl J ^ I- W ca L22 O U_ Z.�ZL at - w p O ® 1 w a¢ a o ~ VJ F w z0 a U n ® �.J ww0u.z� D Q Fwp 0 1A Q Cy 2:LL. O ,A` T -A Jg0z< 1 LL / L- >®�W SCALE AS NOTED PLOT DATE: 04/19/2010 VERSION NO. 108 JOB NO: 10-0461 SHEET N0. 2 OPTIONAL SAMEASOUND UNDERGROUND GENERAL ELECTRICAL NOTES, 150 OR 200 AMP SERVICE NOteS: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R313.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2008 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2008 NEC, 406.11 8. R313.2 1 carbon monoxide protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R313.2.2 3 combination alarms: combination smoke/carbon monoxide alarms shall be permitted if each meets the applicable UL standard. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY I kt DUPLEX CONVENIENCE OUTLET °' DUPLEX OUTLET ABOVE COUNTER --w.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET = HALF -SWITCHED DUPLEX OUTLET 1-01 SPECIAL PURPOSE OUTLET No v DUPLEX OUTLET IN FLOOR mM 220 VOLT OUTLET 1= w WALL SWITCH 3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE Z Z o�� RECESSED INCANDESCENT LIGHT FIXTURE +P.C.LIGHT FIXTURE WITH PULL CHAIN w J cj0O2 W LL ORVVE.Z ooY O TRACK LIGHT 4EJ FLOURESCENT LIGHT FIXTURE (6) EXHAUST FAN ;VI�) EXHAUST FAN/LIGHT COMBINATION Q ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) ae PUSHBUTTON SWITCH (OPTIONAL) SMOKE DETECTOR C'�% SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) V TELEVISION (OPTIONAL) T THERMOSTAT IM ELECTRIC METER a_ ELECTRIC PANEL _ DISCONNECT SWITCH SPEAKER (OPTIONAL) � C) ROUGH -IN FOR OPT. CEILING FAN <� J F¢- c> LL ZN L CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN 150 = #1 COPPER OR 2/0 ALUMN. 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 150 OR A/C DISCONNECT 200 AMP UNDERGROUND # 12 COPPER TO LIGHTS AND OUTLETS SERVICE BY TYP ELECTRICAL— ► # 10 COPPER TO WATER HEATER POWER COMPANY PANEL # 8 COPPER TO RANGE # 6 TO A/C #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER: INTERSYSTEM BONDING A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH TERMINATION PER NEC 08, 250.94 B) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 08, LOCAL CODES AND THE LOCAL POWER CO. 3" VTRJlL 3" VTRJ L ....I KITCHEEN /I SINK VTRJ 2" 3" 3" SINK SHWR 2„ 3.. l 1 WC F1ANS� SINK I. l I C i BOX 2 TUB ,=`/ �� 3.. —' _ WC Lf 110116�TUB 3 3" VTRrJ L C/O BL. C S NK 3' 2" TUB PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER \ PER SPECS II TJA II �I QAgOA I� I� �I L=_ �J T F- w� Z 2o0� L~o U J Uj > OJ CD 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. Tc - PENDANT LIGHTS OVER ISLAND SWITCH FOR DISPOSAL IN CAB. UNDER SINK SPEC 3 & 4 KITCHEN FC SCALE: %4"=1'-0" ELECTRICAL PLAN ' co E 4 �~� ID °' ' ^0 0 a�n CP��! 06 i-+ a - (� Q o = U �.�OD o a No v a� VI m mM a) E2 N 0) 1= w C Wr UQ AM Lo 7S rn o 'TI Affiliations: B D. N•C•B•D-C T ♦ Consultants: Z Z o�� gUz WU z_❑ 4 LL N o W V w F o oaa� ) W W w J cj0O2 W LL ORVVE.Z ooY O m�z- Z nu Q 0. w - `) 6 � g F~� a0- C:) La: CL o ca L LlaU - Nz�N w W v 0QCm�� �rN UZ)00 ZZ LL1�N N E�m" C� a O� W �DoO NNQQLLr wo �m LL D ow"W0W Q c cc4 LL v W�a L°w XZ ~ 0 0 [A Z g'i WpF-m�U T Z r �j o J 0 a� W N ZU� ae O M r. CD I—r co CD ❑ dJ M �L � C) �- F¢- c> LL ZN L n U Z 4-5 LU W J O ry Lr1 (1J LnLO U L Z Wwo LU LU r C. LU ED V vwi❑O O�}OaO Z V < Q L H Z ~ L n c�Zku ❑ CKw CD - t V o 7�"t V z O s w c I aOLO ® ��W J Ln lD J LLA O r fu --J ZVO v ❑ O O W N < o0W�� . zC' DLU 0 /� /"1 1..1� C)w❑ZOO p E- -j LU I F- r , (v Ou-z �/• 0 O ��Qo❑ Q X a ❑ `t 0 �OwLU � LL w W LU > � 0 J SCALE : AS NOTED PLOT DATE : 04/19/2010 VERSION NO. 108 JOB No: 10-0461 SHEET NO.. 3 QA9 QA I TSA I ' I QA9 OA I Il 11 L ==J 'Tt • Ili I 1 I 1 I OPT. DEN Ma�«r�w�ce 10x6 6 110 n 12X12 P/0 ai ------.. __- o� 4 � - NI', -- — - —— 4 d 'Xd' U HA C Q I r- IDD BA 3 F® ER DEN OPTION SCALE: %'=1'-0" HVAC PLAN SCALE:'/a"=1'-0" Uv, C a) �— c W O 3 a� _a �00 ® p 0� a �Q -1 ED cm � a N 4 d �co N U U� o rn VI Affiliations: AM B Do N•C•B •U•C VI Consultants: O_�ZJ F 0 Z 0 pw 10 w 11 -IS a � a JpzO�1� OtL0E- F V N �Y o zzZ YZZQ� yy 6 .0�. pQ CW O O a¢W O w�IN -co o m _ W'_ -0 LLLr- z Z�oo� V ¢ W02, W U� O E-Qm�� N o 7 0 ."Z) — �A X 2 - iJi. w 0 v1 N Q Q U-T 2 �K LLz a n a O a' c ��LL wai IBJ wz,)0 m =a~>7n 0-U Oin 0� �cnJ O) O W{ p O z O i C) r-1 M N M Z � M i a _ l� I� O E-4 M O ❑ <2! v M m r; z 4-J z -c ru �� -' ui J O ( U) qJ U)Lo V ,-a L Q Z w LL 0 UJ Z NL.� �Q�ZoO a z> o¢�oZ� fYi � u 0 ) ® a , � 2 U o 0 00 U T-1 co a C) LLJ Z ® ern 910 n) ��LL++ J J 4-J w 0O a QZCcY�D w SC N SU000J 1--m� U I� Z /z H Z 0 0 0 w00 ® C =1 Q U ry ¢�Q g Q C2 Z ) F- V c W Q< a 0 <� �i� QzQ �Yw Q M LL U U - LU �: z > ®� SCALE ; AS NOTED PLOT DATE : 04/19/2010 VERSION NO. 3mO8 JOB No: 10-0461 SHEET NO. 4 W.W.M. PLACED IN 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH WHERE SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN "' 0 - CONTROL CONTROL JOINT DETAIL SCALE: 1112"=1'-0" 40'-0" 18'-8" 21'-4" 5'4" 5'-4" T-2" 5'42" 2' -6"x2' -6"x1'-0" L TYP. A I I QA9 DA • `�`•.' #5 CONT REINF. W/ (3) #5 E.W. S3 U.N.O. S3 I I SEE FND. FOR — — J QUANTITY #5X25"X25" — — CORNERBARONE N -------- -------- -- ■ ■ ■ ■ I� ALTII FOR EA. — — — I I ClAq CAI I S3 ----------- — -- ` REBAR, TYP, INDICATES FILLED CELL I U.N.O. L I a I I W/3000 PSI CON . GROUT S3 a o I FROM FTR. TO B AM I C? o " I W/ 1#5 RE BAR V RT. ao i I I ABOVE SLAB. TY ICAL I n 1 5,-4„ 4" g _g T-8" I @ ALL PLACES S OWN HOOKED FTG. DOWELS 17" TYP. CORNER BAR I DOWN - I EMBEDMENT W/25" I MIN. o ■ i I EXT. ABOVE SLA13 PLAN DETAIL I o -0"SCALE:1112"=' 0'-0" ELEV. M FIN CONC. SLAB '11� d 00 PROVIDE 1-1/ " RECESS I C? I I S3 o FOR SGD DOOR. REFER cv ■ (21 #5 VERTICALS TO MASON'S SCOPE WIN FILLED CELL FOR WIDTH CD I ■ 'T, 21'-5 3/4" 10-1 1/ "_ 8'-4 3/4" r O C3 00 n 1'-2 3/16" I A I 3Y2' MIN. 3000 PSI CONC. SLAB I I 3'-4 1/2" 5-3 5/16, I - ELECTR CAL CONDUITa 40 " 53 FOR HERNANDO COUNTY ONLY � ^ = — —SLAO _ — _ _ _ _ II o O Lo �' I 13Y2' MIN. 2500 PSI CONC. SLAB OVER I I Y n o TYP. I 6 MIL VISQUEEN VAPOR BARRIER I I I o �; I I %'�\ r - I U.N.O. — I = ■ I I IL I Lo �I I 1 0X. —IL----_ ■ C.J. _ _ ------ ° ■ I PROVIDE LIN FOR ICE MAKEgF I w��x/ I IIS IIII I� a%I■ ■ op uj 1 I� I T-1 1/8" 8'-7 1/2 T-5 3/8" 2'-10 5/8" 2'-p 1/811 T • ;o n r I A I I 0 rt — I c.J. °° a r TYP. M I II IL==J ■ U.N.O. I I L I coLL—J _ ------------- r CONDENSATE LINE C J ��„ I U — — — — zo /_ I— 7 I 4" = WHI ltr10 /--._---- — I // I I STEP I K T I■ UHIA J I DOWN S3 `" r MIN. O ■ I N K IS3 _4 31-8-1 - 0 Qzo o I Iv BUILDER TO PROVIDE 1 _ r _ I PROVIDE 314" x 9" I APPLIANCE PROTECTION RECESS FOR FRT, DOOR I 9 -10 WHEN REQUIRED PER FBC low cl w I I o a I w o I zo I 0= I o Q I I o coLo I °° I I — �—■ I I i• ■ I I ■ — ■ i (2) #5 ERT CALS r I 1 W/IN F LLED CELL L I I o s3 I S3 C? I TT� 'SEE S-3 FOR F_ I n I — RECESS OPT." YP. I ------ — ------ N.O. I ■ • --- ------ 4'-4" 5'-2" 4'4" 5'-4" 16'-0" 2'-4" 14'-0" 5'-4" 2'4" 20'-8" 40 40'-0" NOTE: WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "B" OF THE FBC 2007 w/ 2009 REVISIONS IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS ARETO BE A MINIMUM OF 3000 P.S.I„ THEREFORE, ANY AND ANOTES ON THESE PLANS THAT INDICATE 2500 PSI SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH, FOUNDATION PLAN SCALE: Y4"=1'-0" U �1 aQ� co O) a� .� C N aX h m - O a N 0 CL _ _ OCL Q o C V 4) F- C, 0 0� in Q N N o fi N m M N a `f- O 00 0 ULo" m O Tj Affiliations: A N,C•B,D•C _ B ®® Tj Consultants: A � J ���ttttt}ill/I � Z BR� 1 V 0 W WuT 1� v) d V ` VN �Z0� zv�c� OYzaz� cuo 10 � Lill W J®r. W `N tO V YYWiiI�pU z�a�_y (7�pOzH K�v� wU�¢O ®os17 q T 7 O ,c�N.pLD LL Ul FLL Z )Tl c) Lu o a;Or oU wAi=� H �W o) O F— > - G)xa o W:�i� oo._. Z V r 0 N M M Z;a+cLn Opo �o j H �M O C) aJ M F--, Q ,--1 L Q) 0 ^� G �t Qa�o >L.Ln �N n Z � Z J LU J O U-) (U U) V WOZO LL ui W Z Q Ll-, oo udc-) 0zy 10 'Ix Zr�QV a = L• Z Z ~ ZW (y)® �3 o O o OV a 7� V TTOS Lu 0I F-CL0zO c:)�kJ l� s Lr) 01 lO to 4-'W WQO [a < u11 Q G U V) v,, N Lou O O � p - o�W0 U M Zai`=Zz ® c)WWoo�o N 0 pp U, 22,oa z � U c) F C4 aQog >- Q 2 a 52, C� r) ¢a� ® M LL z z D z 0 Lu a_ z �L SCALE : AS NOTED PLOT DATE: 04/19/2010 VERSION NO. 108 SOB NO: 10-0461 SHEET N0. 5 O i 4 I L0 O O ci im O t i N O i N 18-8-0 21-4-0 TYP. U.N.O. A c c c 11 cm— m mil Mil M11 mil m 11 r -2\ II n II II �� II II II II II II II II II II J II II CJ A J15 — II II II II II II II II II II II II II II LA 1 11 1 -1 L-1 @ 24" O.C. AU � )) — SCAB ON T-0" LONG 2x6 #2 — SYP P.T. MEMBER CENTERED-- @ BEARING LOCATION W1(2) RnW4 nF 16d NQS TYP. U.N.O. _ S3 TYP. U.N.O. 1 V-4" Ceil. D1 TYP. A G ROOF ENTRY DOT: 1 t-0" Ceil. DO — — C:37 F — — — — — — S4 ni 0 D Y 4 _ _ D1 _ 4 CD y�� C (2) 0 = = D1 = 9 4 TYP. @ HIGH — _ — pp 6 _ HIP CORNERS — — CO 9 (-D 1 TYP. g A U.N.O. S5 55 TYP. 14-0-0 U.N.O. 5-4-0 20-8-0 40-0-0 Ir � TYP. U.N.O. A TYP. U.N.O. O 0 i 0 O i O N M O 1 4 AW O N T CD I 6 06 CD I O O i O i N O t 4 r T U V UPLIFT CONNECTION CROSS-REFERENCE SIMPSON STRONG TIE USP MANUFACTURING, INC. MARK Q CONNECfOR HET 20 HETf\ 16 H2.5A H3 META20 HHETA20 CAPACITY 14-10d _ FASTENERS 9 - 10d x 1 1/2" 9 - 10d x 1 1/2" 10 - 8d 8-8d 7 - 10d x 1 1/2" 12 - 1Od x '1 1/2" M-:181 7: CAP CITY SYP 1810 1810 600 455 1450 2235 SPF 535 — 320 FASTENERS 10 - 10d x 1 1/2" 10 - 10d x 1 1/2" 10 - 8d X 1 1/2" 8 - 8d X 1 1/2" 10 - 10d X 1 1/2" A '1585 1585 650 475 1120 B C D E F G H J K L M N P Q R S H10ggp MTT28B HTT22 A *2775 HD A * HD6A * LUS26 HUS26 HUS28 MTS12 MTS16 4455 5260 3705 4405 1165/1115** 1550/3325 ** 220/5970 ** '1000 1000 g p 4455 5260 2570 31 0 368 780/875 ** /550/2540 ** 2705/4510 ** 860 860 16 - 8d x 1 1/2" 24-16d 32 - 16d SINKERS 5/8" DIA. BOLTS 3/4" DIA. BOLTS 7/8" DIA. BOLTS 8 - 10d x 3" 20 - 16d x 3 1/2" 30 - '16d x 3 1/2" 14 - 10d x 1 '1/2" RT16A MTS278 HTT22 TD2 TD5 TD6 JUS26 THD26 THD28 MTW12 1030 4685 5370 3435 4180 6655 510/740 1875/3040 2330/3965 1'195 1030 4029 4618 2954 3594 5779 440/695 1580/2365 2015/3430 905 9-10d X 1 1/2"& 8-10d 24-16d 32 - 16d 2 - 5/8" DIA. BOLTS 2 - 3/4" DIA. BOLTS 3 - 3/4" DIA. BOLTS 8 - 10d 14-1Od T U V MTS20 MGT/MUGT LGT2 1000 3140 2050 86014 3140 1785 14 - 10d x 1 1/2 MTW16 1,195 905 - 10d x 1 1/2" MTW20 1195 g 5 22 - 10d X 1 5/8" ATR W/5" EMBED W/ SIMPSON "SET" EPDXY (16)1Od NAILS AND LUGT2 2260 1945 (5) 1/4" x 3" WEDGE BOLTS 14-10d 14-10d _ (16)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1450 1245 24-1Od X 1 1/2" HTW20 1530 1315 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 715 8-10d SP2 1065 605 12-10d SPT24 895 In_im 605 520 12-10d X 1 1/2" MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. DROP HIP DETAIL i -a -b ULLAUi UAF t3L I WEEN (B) TRUSSES (+/- 6") "FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR It2 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 O INTERSECTIONS. SPLICING / TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'4" ON A HORIZONTAL PROJECTION. ROOF FRAMING PLAN B SCALE: %4"=1'-0" 12 PLY CARRIER --1 x CONT LEDGER (A) 1 OR 2 PLY CARRIER o a U cami a(n u. a> CL a� C) U C�' 4a) C) N-2 ~- a @ a mmN �2 N 00 ( ) h ULO :S �o V1 Affiliations: A U B ®® N•U•IS•U•C V1 Consultants: P: y��98�8�F$iv� C) ? �aj �'i R 0 � p�g�P. .�rjge..1nna�[on0 LUK P,,:4 L'U w LU � ; ..Y. � o a� 8 8`6 ' w S,%y�_,Cv�'I, vii,•.. LL mz=0 �O w ward Fz�w lK�U 0u; J a W CY) � N 00 •-_ z U 7 C) N M M Z � M O�6 h O ❑ gjMh L a g C)h 21 L d' L I— (a >N .. Z 4-, Z � LLI O cv U') cu Lr) U ,-1 Q � Who LU mzt--gin Q Lz, 0�ZC�O OZ}Oa Z Y Q U� Q Q W F- A 1 ` M 2 iZi ZZ g LLJ O CL c-:) �o �o �i �LLI 04 T -I Q ce O � J 77 7 'D J 1w. '•1'�� 1pl�[ LL1 Q O t ce 4—J ¢ zV 0 w� • �A U o O O o� �zm� OLLJ u M o w O~ 7)z OZ W ~Fa WU LU C) w W 0U -z ¢a¢ d ZOoa O _� IdLL o O Z <r O n T-IQ�{ ILJ M U Z - Z z w z SCALE : AS NOTED PLOT DATE : 04/19/2010 VERSION NO. 108 JOB No: 10-0461 SHEET NO. L 1 1. SPECIFICATIONS 1.1. CONSTRUCTION: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD, 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN-PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. 1.1. 1. ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 4.1.2. 1.1.2. ACI 530-05, ASCE 5/TMS 402-05 & ACI 530.1-05, ASCE 6/TMS 602-05 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE SPECIFICATIONS FOR MASONRY STRUCTURES. C -1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 1.1.3. ASTM C270 -01a, C476-01, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES C -I -P GROUT 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2005 EDITION, AND ALL 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. ACCOMPANYING SUPPLEMENTS. 4.1.5. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC), 2007 EDITION, 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6,0 x 6.0 W/ 1.4 x 1.4 WWF @ YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF (INCLUDING 2009 SUPPLEMENT). 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN 4.1.6. DESIGN COVER REQUIREMENTS: INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 4.3. CONCRETE 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN, C -1-P CONCRETE EXPOSED TO EXTERIOR: TRUSS PLATE INSTITUTE TR11-02. 1.2. DESIGN: 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 1.2.1. ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 4.1.7• 1.2.2. ACI 530-05, ASCE 5(TMS 402-05 & ACI 530.1-05, ASCE 6RMS 602-05 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-05 (STRUCTURAL CONCRETE) SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2, 3. ASTM C270 -01a, C476-01, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES 4.2. CONCRETE: 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2005 EDITION, AND ALL INTERIOR LOAD BEARING WALLS SPF, fb = 675 PSI, E = 1200 Ksi > n o ACCOMPANYING SUPPLEMENTS. 4.4.1.2. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) STUD QUALITY OR BETTER 1.2.6. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC), 2007 EDITION, c0 rz SHALL BE APA RATED SHEATHING EXP 1 U.N.O. (INCLUDING 2009 SUPPLEMENT). 1.3. SHOP DRAWINGS: SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 1.3 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS Z J GREATER SECTION PROPERTIES. DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN L0 N THE ENGINEER OF RECORD. 4.4.6. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A ANSI/TPI 1-2002, BCSI 1 - 03 4.4.8. FLA. RG. E PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ZuO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: LUZF-N0L Z 0 � PER FLORIDA RESIDENTIAL CODE R703.6.2 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 4.5.1. 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF SHAPES, ANGLES, CHANNELS: ASTM A36/36M 01 Fy = 36 Ksi 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. IST FLOOR SUPERIMPOSED LOAD: 20 PSF HIGH STRENGTH BOLTS: ASTM A325-94 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 4.5.2. 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 2.1.7. BALCONIES & DECKS: 15 PSF rl 2.1.8. TILE ROOF ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR TOP CHORD : 15 PSF LIJ :C PRIOR TO INSTALLATION, BOTTOM CHORD: 10 PSF ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED 2.1.9. SHINGLE ROOF 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS TOP CHORD : 7 PSF STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND M BOTTOM CHORD: 10 PSF 4.5.7. 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 2.2.2. GARAGE LOADS : 40 PSF MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. Ft= 1,850 PSI 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF -J 2.2.6. 4. 7, STEEL: Fv= 285 PSI 2.2.7. FLOOR TRUSS STEEL ERECTOR. TOP CHORD MINIMUM: 40 PSF FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. 2.2.8. ROOF TRUSS STEEL FOR BUILDINGS". TOP CHORD MINIMUM: 20 PSF STRUCTURAL STEEL: ASTM A36/36M 01. 4.7.4. BOTTOM CHORD (W/0 STORAGE) : 10 PSF (NON -CONCURRENT) 2.3. RAILING LOADS: QJ 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER Uw CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. DIRECTION ON THE RAILING. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A 4.8. SOIL: ELEMENTS ARE IN PLACE. D HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD X a o OqT Zft O OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 1"�aFa 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED M U HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH j SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4, WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 2007 EDITION, AND CONDUCTED BASED ON A 120 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING AS NOTED 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 308 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-05 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD, 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN-PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 -04a MIN. GRADE 40, fy = 40 Ksi MODULES OF ELASTICITY DESIGN (E) 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". CRITERIA. 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE 2,850 Ksi C -1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE 3,122 Ksi C -I -P GROUT FACE OF THE CONCRETE. 3,122 Ksi 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED N•C•B•ll•C V11 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6,0 x 6.0 W/ 1.4 x 1.4 WWF @ YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF MID -DEPTH OF SLAB, FIBER MESH PER DESIGN MIX MAY BE USED I.L.O, WWF @ RECORD. 4.2.7. 4.1.6. DESIGN COVER REQUIREMENTS: ACI- MCP 2004 STANDARDS. 4.3. CONCRETE C -1-P CONCRETE FORMED AGAINST EARTH: 3" FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN, C -1-P CONCRETE EXPOSED TO EXTERIOR: 2" F_MNWO �+m W W U) W ( F=-- ZO ui 02tf C -1-P CONCRETE NOT EXPOSED: 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL GROUT FILLED MASONRY: 021" 4.1.7• WELDED WIRE FABRIC (WWF): ASTM A185-01 �a 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-05 (STRUCTURAL CONCRETE) METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE ACI 530-5 (MASONRY STRUCTURES) 4.3.6. 4.2. CONCRETE: 4.4. STRUCTURAL LUMBER: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL ^N O -6L j CRITERIA. C -1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C -1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C -I -P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP (0 W Q) ^ U BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL ^N O -6L j CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX 6 WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR a Q) o 0 N ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN to o ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : N•C•B•ll•C V11 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6,0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB, FIBER MESH PER DESIGN MIX MAY BE USED I.L.O, WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL LLI 5 W /� r u.w°, o o a�cn �'� ♦ bN ACI- MCP 2004 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN, 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-03, TYPE II F_MNWO �+m W W U) W ( F=-- ZO ui 02tf NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 0 X° - S STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270-4 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF, fb = 675 PSI, E = 1200 Ksi > n o ALL EXTERIOR FRAMING SPF, fb = 675 PSI, E =1200 Ksi 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF, Q gjMr--, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS c0 rz SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND C . 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 Z J GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN L0 N 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 ,--t MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE Z ANSI/TPI 1-2002, BCSI 1 - 03 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ZuO ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST z w U-0 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 LUZF-N0L Z 0 � 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 U0Z>.Z<0 ROUND METAL PIPE: ASTM A53-01, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500 -03a, GRADE B Fy = 46Ksi >QOa.Q z HIGH STRENGTH BOLTS: ASTM A325-94 MACHINE BOLTS: GALVANIZED ASTM A307-03 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 M GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS rl FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER LIJ :C PRIOR TO INSTALLATION, 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED r FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND M SPECIFICATIONS, 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft= 1,850 PSI Fc = 500 PSI (PERPENDICULAR) -J 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 QJ CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER Uw 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/sprinkler systems including all risers and spray heads shall not be installed within T-0" of the building side wall. 4. FRC R704- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches, Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R320.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R320.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R320.1.3 - Boxed areas in concrete floors for subsequent Installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R320.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If rainf II occurs before vapor retarder placement, retreatment is require 9. FRC R320.1.5 - C n rete overpour 9nd mortar along the foundation perimeter must be removed �iecfore exterior soil treatment. 10. FRC R320.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R320.1,6 - An exterior vertical chemical barrier must be installed after construction Is complete, Including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC R320.1 - All buildings are required to have pre -construction treatment. 13. FRC R320.1 - A certificate of compliance must be Issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R320.3 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR -A -COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA -C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA -C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA -A, OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS 4. GLAZING IN ALL UNFRAMED SWINGING DOORS, 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS, 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER S EDGE, THIS SHALL APPLY TOSIN LE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF I Yz INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT, 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. BUILDING DATA WIND SPEED 120 MPH WIND IMPORTANCE FACTOR -- (IW) = 1.0 WIND EXPOSURE -- "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 120 MPH + 33.4 PSF / - 44.8 PSF (END) U.N.O. TYPE: 5B + 33.4 PSF/ -36.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V =120 MPH) SINGLE 9x7 +27.6 PSF / -31.2 PSF DOUBLE 16x7 +26.4 PSF / -29.4 PSF K[nTC- IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: THE EOR HAS VERIFIED THAT HEM FIR WOOD STUDS AND FLAT MATERIAL CAN BE SUBSTITUTED FOR SPRUCE PINE FIR LUMBER PROVIDED THE SAME MATERIAL GRADE NUMBER IS USED. ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. M a �(n h U m N (0 W Q) ^ U O LL a ^N O -6L j i-"+ 8- - v 0 C 'F (V 'V 6 ® a Q) o 0 N m 1V O c Cl) a � N it00 C U to o obi Tj Affiliations: B ®m N•C•B•ll•C V11 _ Tj Consultants: o ,�g1ge'10�s767. r �LLo ,a�,° r.. �, •, �c, a,o LLI 5 W /� r u.w°, o o a�cn �'� ♦ bN ?00_=r Z O.F- .J of tr `�`� Y"a` �w 0 0.1y N o � Z LL a 21 -Au Q o;-4 it ° o ®' 'o`�° -L °�o i Uj Lu WDO�LL O rI�r, a N "ti _arir Z E-20 L Z'� O F_MNWO �+m W W U) W ( F=-- ZO ui 02tf UVCU j 7 J 0 X° - S 0ON ZU� O '- M N M Z M o;Lj Q > n o Q gjMr--, Q .>T11d 0 _0 Ql �- c0 rz N C . ,i-' � � Z J J Ca l0 L0 N tri V Ln ,--t Z ZuO z w U-0 J LUZF-N0L Z 0 � vF moo U0Z>.Z<0 >QOa.Q z Z o,J M �u rl F QUM 0wN Z(J LIJ :C r Ln M 110 Zi -J wv`�' of a Z V Q LU r-0Zm� VJ oaoo((DO QJ (y oZOF-a�°�Za�Z O a Uw S W o u z a < o w c 0 v X a o OqT Zft O 1"�aFa LLJ LU M U a LL j Z SCALE AS NOTED PLOT DATE: 04/19/2010 VERSION NO. 308 JOB NO: 10-0461 SHEET NO. RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) USP HTW20 OR (3) 16d TOENAILS 2"' X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) USP HTW20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING COMPONENT & CLADDING DESIGN PRESSURE + + + T + + + + r + + + + + b + + + + + + + + + UPLIFT CONNECTION CROSS-REFERENCE (120 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30feet, Importance Factor=1.0) Y 8d RING SHANK NAILS @ 6" O.C. & 4" O.C. @ GABLE END WALL OR GABLE TRUSS ROOF V �% ~ ago WALL 0.113 INCH NOMINAL SHANK DIAMETER TRIBUTARY AREA (ft) ZONE 1 ZONE 2 ZONE 3 ZONE 4 UPLIFT CAPACITY LATERAL I CAPACITY ZONE 5 10 20.9 -33.2 20.9 -70.1 20.9 -70.1 36.3 1585 -39.3 10-10d x 1 1/2" 36.3 -48.6 20 19.0 -32.2 19.0 -63.6 19.0 -63.6 34.6 META20 -37.7 1247 34.6 -54.4 50 16.7 -31.1 16.7 -55.0 16.7 -55.0 32.5 - -35.6 HTT22 32.5 -41.0 100 14.7 -30.1 14.7 -48.6 14.7 -48.6 30.8 1850 -33.9 - 30.8 -37.7 125 14.7 -30.1 14.7 -48.6 14.7 -48.6 30.8 -33.9 30.8 -37.7 NOTES: 1 FOR EFFECTIVE AREAS OR WIND SPEEDS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY LTS 19 1390* BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. - 8-10d & (1) 3/4" A.B. 2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE BY MULTIPLYING BY ADJUSTMENT 1350* 1305' COEFFICIENTS IN TABLE R301.2(3) OF THE FLORIDA RESIDENTIAL CODE 2007 8-16d Sinkers & (1) 3/4" ATR LT1131 3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING 2429* - SURFACES LTl"131 2310* C7' w J m ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + +. +" + + + T + + + + r + + + + + b + + + + + + + + + UPLIFT CONNECTION CROSS-REFERENCE + + _+_ + Y 8d RING SHANK NAILS @ 6" O.C. & 4" O.C. @ GABLE END WALL OR GABLE TRUSS USP STRUCTURAL CONNECTORS V �% ~ ago SIMPSON STRONG -TIE 0.113 INCH NOMINAL SHANK DIAMETER CONNECTOR UPLIFT CAPACITY LATERAL CAPACITY FASTENERS I CONNECTOR UPLIFT CAPACITY LATERAL I CAPACITY FASTENERS (S.Y.P. #2) 1 (S.P.F.) A I (S.Y.P. #2) 1 (S.P.F.) 2 INCH NAIL LENGTH MASONRY APPLICATIONS MASONRY APPLICATIONS HTA 16 1615 1585 590 10-10d x 1 1/2" M ETA 16 1450 1247 335 7-10d x 1 1/2" HTA20 1615 1585 590 10-10d x 1 1/2" META20 1450 1247 335 7-10d x 1 1/2" HTT16 4290* 3689* - 18-16d & (1) 5/8" A.B. HTT16 4175* 3695' - 18-16d & (1) 5/8" 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 LTS 19 1390* 1195" - 8-10d & (1) 3/4" A.B. LTl 19 1350* 1305' -- 8-16d Sinkers & (1) 3/4" ATR LT1131 2825* 2429* - 18-10d x 1 1/2" & (1) 5/8" A.B. LTl"131 2310* 2310* __ 18-10d x 1 1/2" & (1) 5/8" ATR L OZ W LLL O WZ~�a �QW � FRAME APPLICATIONS o�Zoo FRAME APPLICATIONS Z U ;W:a: � RT7 585 585 170 10-8d x 1 1/2" H2.5 415 365 150 10-8d x 1 1/2" RT16 1030 1030 645 16-8d x 1 1/2" H10 990 850 525 16-8d x 1 1/2" RT16-2 1160 975 410 16-8d x 1 1/2" H10-2 760 655 395 12-10d SPT22 725 623 260 8-10d SP1 585 535 -- 10-10d SPT24 1085 933 260 12-10d SP2 1065 605 -- 12-10d SPT4 1075 924 - 6-10d x 1 1/2" SP4 885 760 -- 6-10d x 1 1/2" SPTH4 2150 1849 - 12-10d x 1 1/2" SPH4 1360 1170 -- 12-10d x 1 1/2" MUGT15 4265 3335 - 2-10d & (1) 5/8" ATR MGT 3965 3330 -- 2-10d & (1) 5/8" ATR LUGT2 2260 1956 440 32-1Od LGT2 2050 1785 -- 30-16d Sinkers HTW20 1530 1325 95 20-10d HTS20 1450 1245 -- 20-10d LSTA18 1235 1110 - 14-10d LSTA18 1235 1165 -- 14-1Od LSTA24 1235 1235 - 16-10d LSTA24 1235 1235 -- 18-10d LSTA30 1640 1640 - 22-10d LSTA30 1640 1640 -- 22-10d LSTA36 1640 1640 - 22-10d LSTA36 1640 1640 -- 24-10d VERSION NO. 108 JOB NO: 10-0461 SHEET NO. SN 1 HUNG APPLICATIONS HUNG APPLICATIONS HUS26 1925 1655 - 20-16d HUS26 1550 1550 -- 20-16d THDH26-2 2235 1935 - 28-16d HGUS26-2 2325 1995 -- 28-16d HUS28 2570 2210 - 30-16d HUS28 2000 2000 -- 30-16d THDH210-2 3490 3020 - 58-16d HGUS28-2 3220 2705 -- 48-16d * CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CMU NOTE: DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS. C7' w J m ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + +. +" + + + T + + + + r + + + + + b + + + + + + + + + + + + + + + + + + + 'r + + + + + + + + + + + + + + + t r + '{' + 'r 'r 'r + 'r 'r + + + + + + + _+_ + Y 8d RING SHANK NAILS @ 6" O.C. & 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE V �% ~ ago + ++ 0.113 INCH NOMINAL SHANK DIAMETER o It0 + RING DIAMETER OF 0.012 OVER SHANK DIAMETER N N a `i_- Oo + -0" (TYP.) 16 TO 20 RINGS PER INCH 6'-0" + 0.280 INCH FULL ROUND HEAD DIAMETER 6'-0" 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED ++ r+++ + r '+ + + 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER, IF ROOF FRAMING CONSISTS + + F- + r + + + + + -_ + LL W U LU SRI r FNW t�l� � � LF- mZ=o° + W °L, J rn 0 IL +� + + + + + Ca + .- A M N + .I. + + + + + + + + + + + .+. .+_ .+. +. + 0 O N + + + + + + + + m + + + +_ r + r + +. +- + 7 *� = k 0-+ 15/32" CDX PLYWOOD OR 7/16" OSB ' \-RIDGE LINE a � (0o M 120 MPH3 SECOND GUST EXPOSURE "C" WIND ZONE 120 MPH SECOND GUST EXPOSURE "C" WIND ZONE Y 8d RING SHANK NAILS @ 6" O.C. & 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE V �% ~ ago 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER o It0 RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER N N a `i_- Oo 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH LO 71, o 0,280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. vj Consultants: 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. `,�`t,� o a w �i r�aib_ t�k .: j.*, 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. 6tk TYPICAL HTA 20-18 / HTA 20 INSTALLATION MIN. EMBEDMENT SCHEDULE FOR E AND QUANTITY )F FASTENERS TYPICAL MTW INSTALLATION LC SE USP MUC 5/8"0 THRU BOLT US ML R TRUSS 'OP PLATE ice TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT = 1030# TYPICAL RT16 INSTALLATION TYPICAL HUS INSTALLATION Z ¢ F- IT-Z� Croq wn.IED IV Q _� _ o 0 2 N 06 ATTACH TO TRUS MP -34 Al� PRE -FAB CHIMNEY CAP FLASHING 2"x4" BLOCKING (SEE MANUF. USP SPT24 AT - SPECS. FOR MINIMUM DISTANCE) EACH JOINT TYP. EXTERIOR FINISH �--PRE-FAB CHIMNEY BLOCKING @ MID POINT WHEN CHIMNEY EXCEEDS 6'-0" IN HEIGHT GALV. METAL 1/2" SHEATHING OR O.S.B. FLASHING /-2"x4" STUDS @ 16" O.C. MAX. CRICKET V. MTL. FLASHING TRUSS TOP CHORD `USP HTW20 @ EA. CORNER DOUBLE 2"x4" BLOCKING SECTION "A -All w/ 1/2" PLYWOOD FLITCH SCALE: 3/4"=1'-0" TYPICAL CHIMNEY PLAN SCALE: 3/4"=1'-0" FILL CELL--\ STD. 90° HOOK U) j STD. 90° _ CONT. #5 HOOK BAR 20 @ EA. CORNER NEERED WOOD TRUSSES 'HIMNEY ASSEMBLY 3" O.C. MAX. LOCKING w/ COD FLITCH TYP. BOND BEAM BOND BEAM STEP SCALE: N.T.S. CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM ' (,)E S a � (0o M .` C a� �'o 0 a U_ q) Y O .% V �% ~ ago 0 -O E Cti a o It0 L6 N M � •� C C0 C C0 N N a `i_- Oo _r_w C W U LO 71, o rn VI Affiliations: A BW N•C•B•U•C .. vj Consultants: o 4 ?59 s 4�rr�. `,�`t,� o a w �i r�aib_ t�k .: j.*, vs 6tk 00 z0 1; Q 0 ` =O mw+ W " V 0:3 1fn� _ mVn LL W U LU SRI , v O FNW t�l� � � LF- mZ=o° wprf�U W °L, J rn 0 IL W :E N OO Z Z) Ca .- A M N M 0 O N CD r-+ M CD 7 *� = k �^ Q G v o �- rr O- N ZCn J Q � Lr] N LrU mi L OZ W LLL O WZ~�a �QW � o�Zoo Z U ;W:a: � 2 H LL1 z M )-Su 0 L ® O � o C(O W �a0ZO C:) J Ln l0 lD 4t � LUoa d <u.I Z U U 0 O 0 a w Se cV o0W�� U M za � LLJ 0 X�77 11 W Of-;�S¢ Lo U w0LL 0V�- <a�6® o ¢a Lu O M LL Uj H ® a SCALE AS NOTED PLOT DATE : 04/19/2010 VERSION NO. 108 JOB NO: 10-0461 SHEET NO. SN 1 (1) LAYER UNDERLAYMENT FOR ROOF PITCH 4:>12 & (2) LAYERS UNDERLAYMENT FOR ROOF PITCH 4X12. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH (TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ 518"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 5/8"OR 1/2" HIGH STRENGTH METAL PL. UNDER EA. TRUSS (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END s „ „ „ 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM (U.N.O.) (OR / GYP. TYPE X @ GARAGE W/A HABITABLE ROOM 7: MOISTURE BARRIER ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT SEE UPLIFT SCHEDULE FOR UPLIFT INSULATION BASF_ ROOF COVERING CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 WHEN S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW TRUSS ALIGNED WITH STUD BELOW 7/16" O.S.B. MIN. SEE ROOF 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 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. ELEV. VARIES CONNECTOR 2' x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 - CONNECTOR 5/8" OR 1/2" HIGH 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 1) ROW 2x BLOCKING @ MID HGT. FOR WALL STRENGTH CEILING EDGE EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS HGT. < T-6". (2) ROWS 2x BLOCKING @ 3rd PTS BOARD PER CODE (OR 5/8" ALUMINUM FASCIA INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". FOR WALL HGT. > 8'-6". GYP. TYPE "R'@ GARAGE SHEATHING W/ 8d COMMON NAILS @ W/A HABITABLE ROOM %1zN. 0. 2x SUB FASCIA 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN ABOVE) W/DRYWALL 12" VENTILATED 8"x4"x16" NOMINAL 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SCREWS @ 7" O.C. SOFFIT SLAB & BLOCK SP SPT22 CONNECTOR SP SPT22 CONNECTOR CEILING & 8" O.C. WALLS BLOCK WITH 3/8"/8"° x 10" "J" BOLT @ 24" O.C. W/ MORTAR BETWEEN �- 5/8"° x 10" "J" BOLT @ 24" O.C.0CW/ 8"x8"X16" KNOCK -OUT = 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) INSULATION. BLOCK W/ 1 #5 CONT. COURSES CUT TO (ALT: 112"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE CHART ON FLOOR FILLED SOLID W/GROUT SLOPE. �`' ELEV. 0'-0" O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR 6 x 6 W1.4 x W1.4 PLAN �I A.F.F. @ 24" O.C.) 2"_ x 6 W1.4 x W1.4 @ 24" O.C.) 2" 1x2 P.T. HORIZONTAL ELEV. -0'-4 1/2" ° c� 3 1/2"MIN. WWF OR FIBERMESH 1/2"MIN. WWF OR FIBERMESH NAILER 8" C.M.U. TYPICAL A.F.F. 3 a ° a r ELEV. -0'-3 1/2" ' -��- a A.F.F. ° ° STD. 90 -HOOK (SEE DETAIL)_ TYPE ,S, MORTAR 2x4 CONT. o ° I I' I ISI � r 1/2"(min.)- 4" _ ° ' - I I 1=1 I 1=1 I IT TS 1/2"(min.)- 4„ CIOp ° _ J41 CD _ oT „ N 3 1/2"(min.) - 4" I I 1=1 fI I P • I I II 11� I I I_II 11= r 31/2"(min.) - 4" :I I I -I I1 _ _ll I II I I IIT- GARAGE DEPTH VARIES _ - - ;I ARCHITECTURAL iTI; III _ 1 1=111=I 11=1TI III -1 1 -1TI� III 1111=111=111=111 Tl f=Tf1 FINISH a.. 11 ,;,111111-111III,� ;III- (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. g" 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. MIN. U.N.O. U.N.O. FOUNDATION GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CC FOUNDATION PLAN FOR LOCATIONS) SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 1x4 P.T. BASE NAILER r 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH \000 FILLED CELL TYPICAL coN��N MIN. 2500 PSI CONC. SLAB ch AT GARAGE CONTRACTOR MIN PSI MAY VARY PER � TO CUT BLOCK OR POUR 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING MUNICIPALITY. CURB DUE TO SLOPE NAILED W/ 8d COMMON NAILS @ 4" 0/C CONCRETE SLAB W/ 6X6 NOTE:EXTEND 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. W1.4XW1.4 WWF OR = SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. M\N\MOM \ �o — (1) ROW 2x BLOCKING @MID HGT. "FIBERMESH" DECO FINISH 4" to 6" LOAD BEARING OR 2x STUD BELOW GRADE (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C / NOTE: FOR WALL HGT, s 8'-6". (2) c EXTERIOR WALL 8" C.M.U. THIRD POINTS ' oos ROWS 2x BLOCKING @ 3rd PTS ,.- .. _ z 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN ooN��N SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6". `= p 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION '- EVAPOR IIF 1 1 ° I _ #5 VERT. IN FILLED CELL 1/2" GYP. WB (MIN.) @GARAGE SEE CClS3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVERSIDE IF APPLICABLE. z C? °„„„ METAL LATH. FIRST 2 LAYERS 3/8” THICK EACH. CONTINUOUS TO FOOTER BELOW 90 Ii00K DETAIL USP SPT22 CONNECTOR6 MIL — p — G/S3 FOR ANCHOR 5/8” x 10 J BOLT @ 24" 0/C W/ 2"'X 3116 -I I 1 11= BOLT INFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8- EXPANSION BOLT @24 " O.C. BARRIER l •.D ..p 'o- N @ 24" O.C. VERT. OR PLATE WASHER TYPICAL COMP. SOIL. -I I I I — (IF NO UP LIFT ON SP SPT22 @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR ° • ._ 5/8" x 6" EPDXY BOLT OR 3500#, MIN. TENSION 2600# III _ WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR ) (COMPACTED TO 95% -I I I 1 =III=III — (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE MODIFIED PROCTOR III III—III— III *USP SPT22 TYP. 20" MIN. LAP #5 REINFORCING SPACED EVENLY ¢ BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 ASTM D1557) "' 2x P.T. PLATE FIBERMESH BAR ,- END OF 2' x PLATE WWF OR FIBERMESH r WEEP SCREED INSTALLED 3" MIN. CLR. PER MANUF. #3 OR #4 REINFORCING BAR p ° r ASSUMED FINISHED - MIN. Fy= 40ksi v (2) #5 REBAR CONT. STD. 90 HOOK (SEE 1 GRADE �, p ° p p #3 & #4 LAP SPLICE X -I I II II I II I II I II I I m ° p p I I I II II I I II I II I I11 I' a ON 3 CHAIRS TYP. 4' 1-4' - - - U.N.O. DETAIL FINISH GRADE °� 25" MIN. LAP Z co p D MONO OR STEMWALL ° _ 1=III=I11 II -I o • • -III II=111=III-1 FOOTING MONO SHOWN TYPICAL WALL SECTION rA p D I>' _ 6 MIL VAPOR BARRIER -1I I I I o p ° I I=iTI=111 III -T(. 0 R 17/8" �' I1= I I=III III III= 1=1I1= I1=111=' FOR CLARITY ° r- ' I=III I I 111=II=1I I -I I1=. #5 REINFORCING BAR I I III-III=III-111 1111=1 1 111- I- I I I -III III =1 I l _� I I I I-111-III-III=111= r Z (2) #5 CONT. =1 I!=-. 111=111 I I 11- 1 SCALE: 3/4' -1-o S3 p U _ _� #5 LAP SPLICE .I_ III I -1 I 11 • TI7Tirii�—i�I T ON 3" CHAIRS NOTE: ° pD c - _ — — I I ° . =1 I I—III-111 I 36" MIN. LAP 8„ 11-411 8" g III 1 -III 111- I - {i= r COMP. SOIL. COMPACTED TO —11 p _ (Y } FOR BEARING WALL - l I=III I III - 1l l =III 95% MODIFIED PROCTOR ASTM I I=1M=11 I=I 1 1= =1 I I=III-1 I'- 10" (1) ROW 2x BLOCKING @ MID W/ UPLIFT ONLY - - - rl -1 � II III=I -I 1 I=1 I I 2x #Z SPF STUDS HGT. FOR WALL HGT, s 8'-6". (2) III-{ 1 I I III I 1 -III III =� { =I - 1 I -III I 1 11.-III=1 I= D1557)-�- - - �- - #6 REINFORCING BAR #5 STD. 90 HOOK 111-_-Ii1 111=-. I►1=1I1—III 111==111 111:. III Ili -III -111_- TYPICAL INTERIOR BEARING @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS I-III=1 11. -III �_�_� I III 1_I_{ .111 ,III 1 l I- 1 1- 4 1 4 #6 LAP SPLICE 16d TOENAILS T & B FOR WALL HGT. > 8'-6". —"'' 11 " — FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/ UPLIFT G 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF SCALE: 3/4"-1'-0" SCALE: N.T.S. SCALE: 3/4"=1'-0" APPLICABLE. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL - "3") S3 S3 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & SLAB INFORMATION. SLAB INFORMATION. @ 6" MAX FROM END OF 2 x PLATE (2) #5 CONT. ON 3" 6 x 6 W1.4 x Wl A WWF OR FIBERMESH CHAIRS (TYP.)A WWF OR FIBERMESH I co 3 1/2"(min.)- p l a d ' . I I=III=III=III- — --- — GRADE — — _I I I I III III -I p _ _ T -- - 1I I III=III I I I I I I -I I I -I I I-' �l -- -_-_ 11=I I I=I I 11 117 ' ' I. ;III -1 I I-1 I I-1 � D_° .• 11=1 11=1 I I-1 I l i ,I' -11-' 11= 11=1 11= 11=1 11=1 1-1 i 11=1 11=1 11=1 11=1 I' �' -1 I I: III -I I ITI L-=1 I I III=1 I I III -I �'- -111=111=111-1 I I-111=111-1 I I- I 4 ' - $ Ti _111_4,1 1=1 1 lil$„ I I MIN. TYPICAL INTERIOR BEARINGP.T. 2x HOL1/2" GYP. P. D. TYPICAL THICKENED SLAB EDGE L WALL W/OUT UPLIFT2„ 2" FR MPSBLAB SCALE: 3/4"=1 S3 (GGG'� SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 0, 0,. J CONT. BEAD SEALANT FOR ADDITIONAL SLAB , INFORMATION. BLOCK WALL BEYOND ¢ INTERIOR: 2X STUDS @ 24° O.C. U.N.O. EXPANSION JOINT _3 1� VARIES MASONRY WALL AND OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO 13 O.H.D. RECESS = GARAGE PAD FOOTING BLOCK WALL BEYOND �., S G?DRUCN.OS FOR 6 x 6 W1.4 x W1.4 `r RECEIVE PAVERS /DRIVEWAY 1/2" GYPSUM WALLBOARD U.N.O. (U.N.O.) WWF OR FIBERMESH N 8" MASONRY WALL - -- CONCRETE SLAB co CONCRETE NAILS W 1 1/2' '- EXTEND FILL CELLS EMBEDMENT @ 12 O.C. T W/ DRYWALL SCREWS @ 8"O.C. Q {, TO FOUNDATION PAD 14 O.H.D. RECESS z r a'': ' ' STAGGERED, FROM BOTTOM INSULATION PER CHART _ ° -1 CONT. FOOTING STEEL MAT REINFORCING. r ' PAVERS _ _ a. ••. .:....IV I v v -)l) c� PLATE TO CONCRETE ON FLOOR PLAN 111=III,-Illi = z . `' M -III l l Ili Illi -1 ..` -.. •. Q_ III= I -- (MIN. SHEAR 180# MIN. l CONT. BEAD SEALANT c - _ _ =4 a o n - I I- °o - GRADE n - -�J __ = =1 I I-1 I I. l illl-III I 6x6WlAxW1.4 r ' N I 4 _I Z = _j III =111. :._III= -:1 - TENSION 120# CONCRETE SLAB - j _ I_- III III LLi l I I 4 -III w III III- w =III=111-III-III :•T" 111=111rrd 111=111= , ., :::: - I ° `� M ill •' = o w w 0w -I ;�_ 11 I III III Z n—m--- WWF OR FIBERMESH v J I IIL-III-'i li - _..- M - _ r I I I -I I I III_ - I. 4" 1 _ -- , . — _ — _ o o z III -- - - - _ 1.1=1 I 111=' N I I III -I --III—III I '� II I II =11�_I U -III. 1 '. - _ = M 6 MIL VAPOR =-=1 I'� - - I,-''� f -I -__ _-.==i _- SEE A/53/J/S6 =III ,III ; 1 11, ;11 I-111 , ,� I' „ I 1 I I - = .1 = I__; FOOTING J III '•�' �': '' Ill—1 SEE A/S3 0R J/S6 I 1 �1j Illi l 11 I II lI1I- —III—I 111 =l �_ -III III III III 4" fi4 8 111 111 11111 IIL -_l 11 i l_ 111 l I_� U „ BARRIER -- I I 1- I I-- --- =11 FOR REINF. INFO. 3 MIN. CLEARANCE =1 I I I - I —� 1 I- FOR REINF. INFO. — ;' - BEYOND 111=l Ill. III LI �: -1 LI . OPTION #1 PAD REINFORCEMENT -I I 1—III--1 ' 3" MIN. CLEARANCE V-4" (1 STORY) " " " SEE SCHEDULE SEE A/S3 OR J/S6 -1� I II 111 X111 11- 1'-8" (2 ST RY) 4" 4" SEE TYP. WALL SECTION FOR ADDITIONAL ( ) FOOTING WIDTH SLAB INFORMATION. SEE SCHEDULE FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-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' 8" (2 STORY) SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 GARAGE DOOR SLAB RECESS ADDITIONAL INFORMATION, SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ' co E 0 E,° (2 N q a h U„ V1 CO U) . ® C ro °' 0 N L z a 2 Q) as ® 0 Q- — �r } _ o . ® C '� N 1= o a o rN n V/ 70 M M ch (D 2 a v= 00 Y00 _00 c N�6 U 6� O Tj Affiliations: N-C•B•D•C v7l`�11' ♦ Consultants: 0:1 ' y 141 3FD,�g a{o LLI 1._ o `� 'TU Z s z� O z n Z0"1 Q r-i,�}1� ,nT- �oQayrJJF``� ° w�0 9 ¢vtU J y' u°q N a moi.' LL V o Z F -L O LLIptnQ j �ZFwv�a E2 mz~O Oe ai wptx--`� kk�Q Iz w °� a w m O�a0, 06 Z V it O � M N M V) � n O M O 0 Q 'L Va d-' u- � n Z 4 J � o cv Il N v) U u7 L °z w L”LL O L UmZF-5d. U N d 0 O } p a z >_ V Q (D ?wI-Z M p a w U O a n O�n,oC,�o ,-I uT:oLu (Ij 0 ) c�/: `41 y ko M 910 _j O 4 /y�� V a I- y V1 Y ' o Q W ``'' Y N V w 2 ���mo oF- O0w LL, w O ry�o W N H w O 02 N �° 0 � U q /: ��rw!/ L 2 0 j Q Q Q o'zu-Z z z �oq a<F- 0 M LL W z > 0 SCALE . AS NOTED PLOT DATE: 04/19/2010 VERSION NO. 3mO8 JOB NO: 10-0461 SHEET NO. � - VENT OR 2ND FLOOR -q SEE TYPICAL WALL SECTION 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C STANDARD 3" DIA TEE - 3/4" FURRING STRIPS (nP') SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) THREADED 3" DIA. EXTENSION - - 1/2" GYPSUM BOARD DOUBLE 2"x4" S.P.F. TOP PLATE SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS • FOR CLEAN-OUT @ 8" O.C. OR 4d 7 5/8" 8 7 5/8" 8" 7 5/8" 8" _,_ 7/8" STUCCO FINISH PER ASTM C. 926 _ APPLY 3 LAYERS W/ TOTAL THICKNESS MIN. EXTENSION FROM DRYWALL NAILS 7/8" OVER METAL LATH. FIRST 2 ,-�� LAYERS 3/8" THICK EACH. 3RD LAYER EXTERIOR FACE OF BLOCK SOLID AREAS ARE ❑ SOLID AREAS ARE 1/8" THICK. WALL IS 1 1/2" MAXIMUM STEEL AND GROUT STEEL AND GROUT DOUBLE 2x TOP EXTENSION FROM EXTERIOR❑ ❑ 11 CRICKET AS REQUIRED �_.- PLATE FACE OF BLOCK WALL IS 21/4" - INTERIOR FULL 8x8x16 BLOCK USP SPT24 @ EA. STUD _ ❑ ❑ ❑ TO DRAIN WALL CC -®-A— DOOROPENING--il —DOOR OPENING - DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d 2x BLOCKING @EACH END W/ 10d @ ❑ ❑ COMMON WIRE NAILS @ 4" 0/C �—TO BLOCKI LEACH HEADER FACE WALL CLEAN-OUTEXTERIOR ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) rA WALL F1❑ ❑ 0/C FIELD PER PLAN SCALE: N.T.S. S4 2X4 PT STUDS @ 16" O.C. ❑ ❑ ❑ - _ (2) 2X4 PT STUDS UNDER HIP 2x BOTTOM PLATE W/(1) 10d @ 8" 1ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS =_ VARIES O.C. TO EACH HEADER FACE - - MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. USP HTA20 @ EA. STUD • MANUFACTURER. MAIN SPAN 2 x 6 (MIN.) FRAME MOISTURE BARRIER L ROOF TRUSS WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD UPLIFT CONNECTOR SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) S4 S4 SCALE: N.T.S. AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK 12 SEE TYPICAL WALL SECTION KNOCK OUT VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E (TYP) SEE ELEV, PRE-ENGINEERED WOOD BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED 5/8"DIA. x 8" J -BOLTS ON 24" CENTERS. ALL J -BOLTS WILL BE IN TRUSSES @ 24" 0/C FOR CONCRETE PLACEMENT FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE SCALE: N.T.S. S4 UPLIFT CONNECTOR BOTTOM CHORD OR 2x4 (SEE SCHEDULE) PROVIDE A FLUSH DOUBLE 2x4 SPF. #2 2" x 6" WALL TOP PLATE SIZE 2x S.P.F. STUDS @ 16" O.C. [TRUSS BLOCKING W/ 2-16d TOE NAILS CRICKET AS REQUIRED DO NOT TRANSFER LOAD. ;.. Ct! Q v o USP SPT24 @ EA. STUD EA END 1/2" EXTERIOR GRADE SHEATHING BLOCKING (TYP.) EA END FASTENED TO TRUSSES WITH 8d COMMON -_ WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C (2) EDGES & 8" 0/C FIELD (2) _ _ - NOTES: a NOTE: ___7 NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS PLATE LENGTHS MUST BE BOTTOM SPLIC 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL, FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. AT LEAST 4'-0" LONG. TYPICAL OVER STUD ;:10 USP SPT22 @ EA. STUD NOTE: FOR BEAM DEPTH 22", PROVIDE A4"x4" INSPECTION TYPICAL INTERIOR NON - 2x P.T. PLATE PORT ROOF TRUSS @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL J TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M USP HTT16 N 5!8" x 10" BOLT @ 24" 0/C MAX VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: NTS S4 W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) PROPERLY. 4 S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION, F= 2240 LBS AND FILLED SOLID W/GROUT \J � USP C OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT 1 #5 VERT. IN CONC. FILLED CELL W/ REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON STD. 90^ HOOK IN K.O. BLOCK FLOOR PLAN. KNEE WALL ABOVE MASONRY WALL DETAIL rF TYPICAL FILLED LINTEL ASSEMBLY rG SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 2" OOD CREATE A SOLID BASE FOR HEADER SUPPORT BOTTOM CHORD OR 2x4 COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS [TRUSS BLOCKING W/ 2-16d TOE NAILS MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. ;.. Ct! Q v o EA END EA END EA END EA END - _ -_ LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION (2) CSTD.90'HOOK (2) (1) USP LSTA30 II 4 FI - (2) (1) USP LSTA30 9'-16' 2"x BUILT-UP COLUMN r L (2) (3) (2) USP LSTA30 2 12d NAILS STAGGERED - 2x4 (NOM.) SEE PLAN FOR MORE INFO <,qN -ROWS @ 12" O/C EACH FACE OR QLL DOORSTOP _ _ - NOTES: a NOTE: ___7 NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS PLATE LENGTHS MUST BE BOTTOM SPLIC 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL, FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. AT LEAST 4'-0" LONG. TYPICAL OVER STUD ;:10 USP SPT22 @ EA. STUD NOTE: FOR BEAM DEPTH 22", PROVIDE A4"x4" INSPECTION TYPICAL INTERIOR NON - 2x P.T. PLATE PORT ROOF TRUSS @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL J TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M USP HTT16 N 5!8" x 10" BOLT @ 24" 0/C MAX VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: NTS S4 W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) PROPERLY. 4 S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION, F= 2240 LBS AND FILLED SOLID W/GROUT \J � USP C OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT 1 #5 VERT. IN CONC. FILLED CELL W/ REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON STD. 90^ HOOK IN K.O. BLOCK FLOOR PLAN. KNEE WALL ABOVE MASONRY WALL DETAIL rF TYPICAL FILLED LINTEL ASSEMBLY rG SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 2" OOD CREATE A SOLID BASE FOR HEADER SUPPORT BOTTOM CHORD OR 2x4 COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS [TRUSS BLOCKING W/ 2-16d TOE NAILS MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. Ct! Q v o EA END EA END EA END EA END - _ 1'-4' (1) (2) @ EACH END (2) (1) USP LSTA30 4' - 9' 4 WALL (2) (2) (1) USP LSTA30 9'-16' 2"x BUILT-UP COLUMN (3) (2) (3) (2) USP LSTA30 2 12d NAILS STAGGERED - 2x4 (NOM.) SEE PLAN FOR MORE INFO <,qN -ROWS @ 12" O/C EACH FACE OR QLL DOORSTOP TOP SPLICE -� v . o �. OQU[Y._ 1, v 1�1 pLL Lu L QZ Lu 6 W 70¢0 �Onz— V W, 65 LL o ; �=w0, 4 a MOLDING 2 ROWS 10d @ 3" O.C. (14 W6�U 7Z;i Nom• U a p n °°°° 18-10d NAILS 2x TOP PLATE Z° NAILS TOTAL) EA, SIDE OF M 2-16d NAILS @ 24" O.C. OR z .Lj' Ln M GARAGE �2�r., SPLICE STAGGERED (J7 j11`�' O C)q- m r, 7 T -i EQUAL TO TRUSS BOTTOM DOOR 0. n L ° d' HLL CHORD OR BLOCKING z \ ni. 5/8"DIA. X 12" EPDXIED ATR 4-1 2 x 6 P.T. •10d O (Lf �- W/ MIN. 8" EMBEDMENT 2x STUD @ 24" U-) U 8" 0/C k�' @ *MAX 5/8" W/ 5/8" W.A. W/ O.C. MAX, z 5 1/2" MIN. EMBED LLJwZI-�n� PROVIDE P.A.F. NAILS OR u t -Z Q O 0z 0 z o ¢ 2 2x P.T. PLATE EQUAL @ 12" O.C. uu Q � �w�z Md�o� ® SEE A/S3 FOR STAGGERED FROM BOT. = w w z 0 z C) D UPLIFT= 4290# (SPF / SYP #2) l0 REINF. INFO. � PLATE TO CONCRETE DOOR TRACK 0) j W/MOUNTING ANGLE 110 _ _ - NOTES: a NOTE: ___7 NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS PLATE LENGTHS MUST BE BOTTOM SPLIC 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL, FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. AT LEAST 4'-0" LONG. TYPICAL OVER STUD ;:10 USP SPT22 @ EA. STUD NOTE: FOR BEAM DEPTH 22", PROVIDE A4"x4" INSPECTION TYPICAL INTERIOR NON - 2x P.T. PLATE PORT ROOF TRUSS @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL J TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M USP HTT16 N 5!8" x 10" BOLT @ 24" 0/C MAX VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: NTS S4 W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) PROPERLY. 4 S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION, F= 2240 LBS AND FILLED SOLID W/GROUT \J � USP C OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT 1 #5 VERT. IN CONC. FILLED CELL W/ REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON STD. 90^ HOOK IN K.O. BLOCK FLOOR PLAN. KNEE WALL ABOVE MASONRY WALL DETAIL rF TYPICAL FILLED LINTEL ASSEMBLY rG SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 2" OOD CREATE A SOLID BASE FOR HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS Ct! Q v o EA END EA END EA END EA END - _ 1'-4' (1) (2) (1) (2) (1) USP LSTA30 4' - 9' (2) (3) (2) (2) (1) USP LSTA30 9'-16' (3) (3) (2) (3) (2) USP LSTA30 1/2 XAL PLYW — SCRAP MATERIAL BLOCK WALL ABOVE, 2 P FLAT STRAPS PER CHART ABOVE ** USP SPT22J-B USP SPT4 \ \• ��; _ � \ �`\\`,\'� � �� �-(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J -BOLTS HOLD DOWN CONNECTIONS NOT REQUIRED @BEARING _ - • Ct! Q v o = e o � •� N U a� 00 WALLS NOTED WITHOUT UPLIFT - _ N � _o v =//�ji w p r; SEE FLOOR PLAN NOTES FOR I v (3) CQ O tV 00 W 0fz:l U REQUIRED CONNECTION m o VI Affiliations: FORM CREATES CONCRETE RECESS TO SFFp�Noo�y 2 12d NAILS STAGGERED - 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED <,qN -ROWS @ 12" O/C EACH FACE OR USP SPT4 SPT24 USP SPT4 SPT24 USP SPT4 2X TOP PLATE ROOF TRUSS ABOVE ' 2X STUDS @ 24" O.C. OVERLAPPING 2X BLOCKING X P.T. LATE /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P NAILED INTO TRANSOM FRAMING USP SPT4 USP SPT22J-B USP SPT4 C (d n n pa USP SPT4 10d NAILS @ 6" STAGGERED is @ 24" O.C. MAX M' 2X P.T. PLATE �-(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J -BOLTS X P.T. LATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING USP SPT4 USP SPT22J-B USP SPT4 C (d n n pa 10d NAILS @ 6" STAGGERED is @ 24" O.C. MAX M' 2X P.T. PLATE �-(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J -BOLTS _ - • Ct! Q v o = e o � •� N U a� 00 _ - _ = - _ N � _o v r; W m co I v (3) CQ O tV 00 `MASONRY WALL KEEP STIFFENER BACK FROM SIDES ENOUGH 3 -ROWS 12d NAILS STAGGERED2"x10" OR � 2X8 P.T. BOTTOM PrTE G` TO ALLOW SPACE FOR FLAT MASONS TOOLS 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2)124 (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY TOENAILS TIB 5!8"x10" "J" BOLT @ 24" O.C. MAX. MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END USP C (MIN. (2) PER BOTTOM PLATE) C MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) ) USP SPT4 SPT24 USP SPT4 FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN (2) 2x HEADER SEE PLAN K/S4 - IN POSITION GARAGE ENTRY FORM DETAIL S4 SEAT FOR BLOCK IS POURED 10d NAILS @ 8" INTERIOR HEADER 10d NAILS @ 4" 10d NAILS @ 6" O.C. IN PLACE CONCRETE 2x6 MOUNTING BASE SCALE: N.T.S. (1) 2x SILL PLATE W/ (2) STAGGERED A STAGGERED j O/C TYP. BOX HEADER 12d TOENAILS. GARAGE DOOR TRACK MOUNTING BRACKET ONLY TRANSOM FRAMING GARAGE FLOOR SLAB /� 8x8x16 C.M.U. DOUBLE 2x EXTERIOR HEADERS ° ° BEYOND. TROWEL FINISH SEE j CRIPPLE STUD (1) 2x SILL PLATE W/ (2) NAILED INTO `r GENERAL NOTES \ TYPICAL U.N.O. 12d TOENAILS. OPENING TRANSOM GARAGE DOOR ROLLER / ; GARAGE DOOR TRACK ( ) SLOPE FORWARD--, j LARGER THAN 4 ft (2) 2x FRAMING PLYWOOD FOR DRAINAGE % CONNECTION ASSEMBLY � % SILL PLATE W! MP3 CLIPS TRANSOM FRAMING PLYWOOD FASTENED TO TRUSSES o E SHEATHING GARAGE FLOOR TRAVEL DIRECTION OF EACH SIDE SEE SECTION AA/S1 AND ` GARAGE DOOR /, BB/S1 FOR ADDITIONAL WITH 8d COMMON WIRE NAILS @ 4" S4 —2x STUDS TYP, DETAILS 0/C BOUNDARIES 6" O/C EDGES g & 8" 0/C FIELD USP HTT16 TYP. U.N.O. SEE N/S4 **HOLD DOWN CONNECTIONS USP PLYWOOD MOUNTING BASE DETAIL �' po�pO,Q NOT REQUIRED @BEARING SPT22 SHEATHING MASONRY SCALE: N.T.S. a ;. a FN/N�, WALLS NOTED WITHOUT UPLIFT RECESS SP WALL BELOW a 5/8"X10" J -BOLTS @ 24" O.C. n LINTEL SMAX. (MIN. (2) PER BOTTOM PT4 USP ZSEELAN FOR FOOTING BOTTOM OF MOUNTING B E SPT4 DIMENSIONS POURED CONCRETE BASE FOR PLATE) BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. P.T. BOT. PLATE ALTERNATE: 5/8" DIA. ATR EPDXIED GARAGE ENTRY FINISHED MASONRY DETAIL (� SHED FORWARD THIS DRAWING• 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM SCALE: N.T.S. Sq. PARTIAL INTERIOR ELEVATION(__Q� OP PLATE @ 24" O.C. SCALE: N.T.S. WALL HEADER DETAIL FRAMING DETAILS ABOVE ENTRY R 5/8"x10" "J" BOLTS @ 24" O.C. MAX. "4,) SCALE: N.T.S.SCALE: N.T.S.(MIN. (2) PER BOTTOM PLATE) C (d n n pa 0 (f) _ O 1LLD7 a C) Y � d y Ct! Q v o = e o � •� N U a� 00 0 E� Q N � _o v r; W m co I v (3) CQ O tV 00 W 0fz:l U m o VI Affiliations: A N,C•B•P•C •,M, - B W, "t VI Consultants: QLL - W w ui W,U� ,' ..� r..�qV -� v . o �. OQU[Y._ 1, v 1�1 pLL Lu L QZ Lu 6 W 70¢0 �Onz— V W, 65 LL o ; �=w0, 1�r a a°�'� o � O LL W a In z= 0 O W6�U 7Z;i Nom• U a p n o >_ wl ~Wa$ Z° O r_1 M N M z .Lj' Ln M (J7 j11`�' O C)q- m r, 7 T -i 0. n L d' HLL n z �N ni. 4-1 Z J W O (Lf u) U-) U z pz who LLJwZI-�n� w m z u t -Z Q O 0z 0 z o ¢ 2 uu Q � �w�z Md�o� ® a 7) u o o .10 o = w w z 0 z C) J l0 � 0) 110 V 4-J fu a o w q F 1 V W CG v / w � hl o°W��- U ( (:) LLJ 0� w w 0 p p ('9- � (3)m .®! N oFa--��aii � ,�0 r 0LLzz¢ 4!® Q a 0 ca �� o L0 o 9x qaza 0 I� T�I _j 2 Y w < d M ILL .. ® Z a SCALE AS NOTED PLOT DATE: 04/19/2010 VERSION NO. 3.08 JOB NO: 10-0461 SHEET NO. BACKNAIL W/ (2) 2x4 OUT[ 8d @ 6 O/C 2 x 4 BLOCKING W/(2) 10d REFER TO SECTION SEE STRUCTURAL 16d NAILS @ 24" O/C WOOD TRUSSES TOE NAILS @ EACH END @ 1A ON SHEET S5.1NOTES AND NAILING TOP CORD [24" O/C (TYP) FOR X -BRACING, AND 'SCHEDULE FOR x 4 BLOCKING FOR USP HGAM10 W/ (4) TOP CHORD SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS BLOCKING EQUAL @ EA. OF TRUSSES @ 1/4"x1-3/4" WEDGE INFORMATION — 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF BOLTS & (4) SDS 1/4"L LL x 1 1/2" SCREWS WOOD TRUSSES APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING EACH JOINT W/ (2) rAT LEAST 90% OF WEB AT 24" O.C. ON TOP OF Tjp 10d & (2) 10d TOE LENGTH (SEE TABLE) BOT -F. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS z -- -- TRUSS SPANS 1/2" CDX PLYWOOD OR 7/16" a -J ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING OSB SHEATHING ATTACHED BRACING W/(3) 10d x 3" @ _ AT EA. TRUSS JOINT @ 48" 0/C FOR THE (2) 16d NAILS . EACH CONN. @ 24" O/C (2) 2" x 4 LAMINATIONS W/ (1) ROW (3) 2' x 4" LAMINATIONS W/ (1) ROW (3) 2' x 6 LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 10d NAILS @ 6 O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS E ES AND 12" O.C. FIELD USP HGAM10 W/(4) -3/16"x1-3/4" TRUSSES FROM EA. MOISTURE BARRIER �>> 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 0/C W/ 2 -16d 1/2" SCREWS BOND BEAM TOENAILS @ EA. END NOTES: BOTTOM ATTACHED _`��_<-�.<< SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4 -PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL W/ (2) 16 d TOENAILS _ _ `,,CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3 -PLY) MASONRY WALL STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" "L" BRACE SEE STRUCTURAL 0'0" - T-0" 31-011-61-011 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING 2x4 BLOCKING 2x4 "T" BLOCKING CO w N a O (' SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS ♦ Affiliations: NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS o B ®® _w @ 48" O.C. 16d NAIL NAILING SCHEDULE FOR Z' ;� � "k.��� �,RO �rrrrr SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS W SCHEDULE FOR zi z6 lu LU _jaD LU C' c��o •W'� xCIE ' Mz 0 1" BRACE SHEATHING DETAIL 2"x4" OUTLOOKER o�} CC nJ o NAILING SCHEDULE FOR USP RT16 OR EQUAL @ zV SHEATHING DETAIL 2x4 OUTLOOKER @ 24' M ATTACHED W/ CHORD— @ 24" O.C.7 SHEATHING DETAIL EA. OUTLOOKER 2"x4" M O © (1 ("D r, O.C. (OPTIONAL - SEE Q > r--1 L � � BACKNAIL W/ 2x4 OUTLOOKER (2) 10d NAILS @ 4" TOP BLOCKING FOR ` z o OUTLOOKER ELEVATIONS) SEE STRUCTURAL 16d NAILS @ 24" 0/C O.C. TYPICAL FIRST FOUR ROWS OF 45° ± V24"MAX. 45°± 2X4 CONT"L"BRACE TOP CORD BLOCKING „ 4 MAX. EA. OUTLOOKER@SCHEDULEFORTOPCORDBLOCKING BLOCKING FOR GABLE TRUSS WEB TRUSSES @ P RT16 OR FOR FIRST FOUR FASTENED 10d FOR FIRST FOUR ROWS SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS n " DOUBLE L BRACING DETAIL 5 EDGES OF 2x4 CRO BRACE EQUAL @ EA. ROWS OF TRUSSES @ . MI 3"@ 124 O/C. CMID HEIGHT OF TRUSSES @EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE EQUAL @ EA. OF TRUSSES @ SCALE: N.T.S. S5 SHEATHING APPROX. 8" FROM ; OUTLOOKER EDGES OF 2x8 SYP#2 "L" BRACE TO 2x4 CROSS BRACE APPROX. 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF Lu r a I-) a 7 V o TYPICAL @ RIDGE FASTENED AT „ „ L BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER @ 8--0'. 0/C. EXTEND @LEAST 90% OF USP 8" FROM RIDGE FASTENED AT APPROX. 8 FROM RIDGE FASTENED AT SHEATHING TYP. "L" BRACE TO EXTEND 2x4 "T" BLOCKING \ 48" O.C. EACH JOINT W/ (3) 10d MAX. & 2 10d TOE NAILS O @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH @ SPT4 @ EA. EACH JOINT W/ 2 10d & (2) () EACH JOINT W/ (2) AT LEAST 90% OF WEB 2x4 BLOCKING @ EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END 10d & 2 10d TOE O LENGTH SEE TABLE) ( 48" O.C. - --- ----- --- cn 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) 2X6 FRAMED WALL - SEE NAILS @ EA. END 4-)) GABLE TRUSS „ 16d NAIL L BRACE ATTACHED o SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d W WALL SECTION FOR SPACING 2x4 PANEL BLOCKING o r�z ;LL 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 4" O.C. M oQ'W~ozz � 7/16" OSB SHEATHING & (2)10d TOE NAILS @ EA. END L. FROM LEDGER TP BLOCKING Q' 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE l 7/16" OSI3 SHEATHING EA dHNAILS TYPICAL i V ATTACHED W/ 10d GYPSUM WALL BOARD OSB SHEATHING ATTACHED FIRST (4) ROWS OF n ATTACHED Lu Qat F— M NAILS @ 6" O.C. EDGES ¢ GABLE TRUSS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" GABLE TRUSS WEB AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2' CDX PLYWOOD OR • • AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD �� �� SINGLE L BRACING DETAIL PLOT DATE: 04/19/2010 • 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING (2) 16d NAILS BOTTOM ATTACHED (2) 16d NAILS 6 THROUGH CHORD CORD ATTACHED W/ (2) 16-d TOENAILS ATTACHED W/ 10d NAILS W/ (2) 16-d TOENAILS 2x4 C TOP PANEL SCALE: N.T.S. S5 INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING 48" @ 2x4 BLOCKING TE BLOCKING, FASTEN WITH IN DIAPHRAGM 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C.7 FIELD O.C. FOR THE FIRST (4) ROWS "T" 10dx3" @ 4" 0/C FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED 2x4 ON TOP OF PANEL BLOCKING, FASTEN WITH USP HGA10 @ 36" BLOCKING @ 48" 0/C @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED W/ (2) 16-d TOENAILS 10dx3" 4 0/C @ O.C. = �' GABLE TRUSS USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. DBL. TOP TRUSS VERTICAL 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM PLATE STUD WALL = --- PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA. TRUSS O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT (SEE TYP. SEC.) (2) 2"x8" "L" BRACE VERT. WEB (24" 0/C MAX.) W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" TRUSS) USP SPT24 @EACH STUD FASTENED WITH (3) NOTE: IF EMBEDDED TAPCONS. SECTION ON SECTION 3 SECTION 4 16d PER SIDE STRAP MISSED VERTICAL SECTION 2 SCISSOR GABLE "T" BRACE WEB; USE SCALE: N.T.S. MSTAM36 ON OUTSIDE SJ SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 OOKER 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTOIV CHORD BRACING 2X4 MIN. BACKNAIL W/ (2) 2x4 OUT[ 8d @ 6 O/C 2 x 4 BLOCKING W/(2) 10d REFER TO SECTION SEE STRUCTURAL 16d NAILS @ 24" O/C WOOD TRUSSES TOE NAILS @ EACH END @ 1A ON SHEET S5.1NOTES AND NAILING TOP CORD [24" O/C (TYP) FOR X -BRACING, AND 'SCHEDULE FOR x 4 BLOCKING FOR USP HGAM10 W/ (4) TOP CHORD SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS BLOCKING EQUAL @ EA. OF TRUSSES @ 1/4"x1-3/4" WEDGE INFORMATION — 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF BOLTS & (4) SDS 1/4"L LL x 1 1/2" SCREWS WOOD TRUSSES APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING EACH JOINT W/ (2) rAT LEAST 90% OF WEB AT 24" O.C. ON TOP OF Tjp 10d & (2) 10d TOE LENGTH (SEE TABLE) BOT -F. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS z -- -- TRUSS SPANS 1/2" CDX PLYWOOD OR 7/16" a -J ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING OSB SHEATHING ATTACHED BRACING W/(3) 10d x 3" @ _ AT EA. TRUSS JOINT @ 48" 0/C FOR THE (2) 16d NAILS . EACH CONN. @ 24" O/C (2) 2" x 4 LAMINATIONS W/ (1) ROW (3) 2' x 4" LAMINATIONS W/ (1) ROW (3) 2' x 6 LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 10d NAILS @ 6 O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS E ES AND 12" O.C. FIELD USP HGAM10 W/(4) -3/16"x1-3/4" TRUSSES FROM EA. MOISTURE BARRIER �>> 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 0/C W/ 2 -16d 1/2" SCREWS BOND BEAM TOENAILS @ EA. END NOTES: BOTTOM ATTACHED _`��_<-�.<< SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4 -PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL W/ (2) 16 d TOENAILS _ _ `,,CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3 -PLY) MASONRY WALL n. ARCHITECTURAL FINISH NOTE: ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5 -PLY, PROVIDE 1/4" DIA. x7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP &BOTTOM CHORD OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3 -PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ � L [ CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2) 12d TOENAILS :. THAT BR CI REQUIRED 4'-0" O.C. MAX. FOR EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF Ell 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES NON -LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) F --fl EXT. WALL CONN. a� NON -LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. D SECTION --ti— BEARING LOCATION (UNEVEN CLG.) REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS S 9 E ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 AS PER SCSI 1-03 SCALE: N.T.S. SrJ S5 ADDITIONAL INFORMATION. SCISSOR TRUSS 12 e 2"x4" OUTLOOKER @ 24" 6.9 MAX. O.C. W/ (2) 10d PER JOINT MINIMUM 2x OVERLAP TRUSS BRACING CROSS BRACING PRE ENGINEERED AT LEAST TWO TRUSS SPACES 6' OVERLAP (SEE PLAN FOR WOOD TRUSSES 10dx3" O/C @ LOCATIONS) TOENAIL 6" 0/C 2x4 RUNNERS W/ (2) 16d TYPICAL (2) 16d PER NAILS JrMAX JOINT "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" "L" BRACE 24" 0'0" - T-0" 31-011-61-011 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NW U dam, CO w N a O (' 1` ) co CI w rn o ♦ Affiliations: Lu 0 cc o o B ®® _w C3 o Z' ;� � "k.��� �,RO �rrrrr Lu z w O U W Cl ko w `4 oL ° � •L t� zi z6 lu LU _jaD LU C' c��o •W'� xCIE ' Mz 0 ai z, 1/jiZy r77 m d UO 00 W 4 a ��waia LD q) 0 o�} CC nJ o zV o o _71 M Z Q+ M ® O z o w cn m o M O © (1 ("D r, Q > r--1 L � � X 0 n Q o z o .-. z 0) m Z Lu C:) (u w Ln a) � U J a n. ARCHITECTURAL FINISH NOTE: ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5 -PLY, PROVIDE 1/4" DIA. x7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP &BOTTOM CHORD OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3 -PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ � L [ CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2) 12d TOENAILS :. THAT BR CI REQUIRED 4'-0" O.C. MAX. FOR EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF Ell 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES NON -LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) F --fl EXT. WALL CONN. a� NON -LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. D SECTION --ti— BEARING LOCATION (UNEVEN CLG.) REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS S 9 E ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 AS PER SCSI 1-03 SCALE: N.T.S. SrJ S5 ADDITIONAL INFORMATION. SCISSOR TRUSS 12 e 2"x4" OUTLOOKER @ 24" 6.9 MAX. O.C. W/ (2) 10d PER JOINT MINIMUM 2x OVERLAP TRUSS BRACING CROSS BRACING PRE ENGINEERED AT LEAST TWO TRUSS SPACES 6' OVERLAP (SEE PLAN FOR WOOD TRUSSES 10dx3" O/C @ LOCATIONS) TOENAIL 6" 0/C 2x4 RUNNERS W/ (2) 16d TYPICAL (2) 16d PER NAILS JrMAX JOINT "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" "L" BRACE 24" 0'0" - T-0" 31-011-61-011 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING 2X4 BRACING @ 48" Q.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) ALTERNATE NON -DROP NOTE: CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN, SEE M/35 GABLE END DETAIL MINIMUM (2)164 PER JOINT MINIMUM 2x4 TRUSS BRACING 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING SCALE: N.T.S. BRACE TO EXTEND FULL HEIGHT OF GABLE, SCISSOR TRUSS CROSS BRACING DETAIL J TRUSS BRACING OVERLAP DETAIL M 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. SCALE: N.T.S. S5 SCALE: N.T.S. S5 3) SEE 6/S5 FOR MORE INFO. W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS 1 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION GABLE TRUSS 4 3 "L" BRACE W/ 10d @ 4" O.C. 12 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. 6.9 MAX. "L" BRACE W/ 10d @ 4" 0/C 5 (SEE SCHEDULE FOR SIZE S5 AND LOCATION) 5 S5 GABLE TRUSS 6 6 S5 55 FRI _ S5 12 DOUBLE TOP PLATE 6.9 MAX. 2X4 LEDGER __—USP LSTA 18 [STUDS 16" O.C. -- 71-- - ---- 11 �I 1 ---- " �I ��- '�- —I CONT. BEARING DBL. TOP PLATE USPHGA10(TYP.) STUDS@16"o.c. SPT24 CONT. BEARING @EACH SHIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL GABLE END BRACING DETAIL GABLE END BRACING DETAIL SCALE: 3/4"=1'-0" MEAN WALL HEIGHT UP TO 30' -0" -SEE STRUCTURAL NOTES SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION FOR WIND SPEED SPECIFICATION 0 END JACK ... C a 0 0 aLL.m N ro 11'-0" MAX. C •ro w 'V - d 00 00 � NW U dam, CO w N a O (' 1` ) co N o^ U rn o ♦ Affiliations: Lu 0 cc CORNER JACK _ B ®® a U Q VI Consultants: Z' ;� � "k.��� �,RO �rrrrr Lu z w O U W Cl ko w `4 oL ° � •L t� zi z6 lu LU _jaD LU C' c��o •W'� xCIE ' Mz co o� Lu +�� T =��Ow� %17 O�-��� �d ai z, 1/jiZy r77 m d UO 00 W 4 a ��waia LD q) m0 �O w5� Q t��U o¢ m w o�} CC nJ o zV S5 12 DOUBLE TOP PLATE 6.9 MAX. 2X4 LEDGER __—USP LSTA 18 [STUDS 16" O.C. -- 71-- - ---- 11 �I 1 ---- " �I ��- '�- —I CONT. BEARING DBL. TOP PLATE USPHGA10(TYP.) STUDS@16"o.c. SPT24 CONT. BEARING @EACH SHIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL GABLE END BRACING DETAIL GABLE END BRACING DETAIL SCALE: 3/4"=1'-0" MEAN WALL HEIGHT UP TO 30' -0" -SEE STRUCTURAL NOTES SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION FOR WIND SPEED SPECIFICATION 0 a c ti w ... C a 0 0 aLL.m N ro +, c� ¢ o C •ro w 'V - d 00 00 � NW U dam, CO w N a O (' 1` ) co N o^ U rn o ♦ Affiliations: A N•c•u•u•c _ B ®® VI Consultants: Z' ;� � "k.��� �,RO �rrrrr 2 uU `fT'•�e„c�•at •tlR r� = � .�• S4 Mme• O W Cl ko w `4 oL ° � •L t� zi z6 lu LU _jaD LU C' c��o •W'� xCIE ' Mz co o� Lu +�� T =��Ow� %17 O�-��� �d ai z, 1/jiZy r77 m d UO 00 W 4 a ��waia LD q) m0 �O w5� Q t��U o¢ m w o�} CC nJ o zV O r -i M N M Z Q+ M ® O cn > n o M O © (1 ("D r, Q > r--1 L � � 0 n Q o z ILL L N n .-. z 0) m Z Lu C:) (u Ln a) � U J � z 0 zLL� LIJ J ,l,mzz� 0E-�,woo ozY-z¢c) QQoa¢ =z 'z~z Lu r a I-) a 7 V o Fzaoz�� z ® IJ m cn 4-)) o U wooa W N o r�z ;LL u M oQ'W~ozz � Q' l U V g 7 pa 0 w LL Q ¢ w � Q ¢ O D �- a�LLzo O n Lu Qat F— M LL ¢ SCALE : AS NOTED PLOT DATE: 04/19/2010 VERSION NO. 108 JOB NO: 10-0461 SHEET N0. DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER TO SHT. SDW2-K1 1 X 4 1/2" DRYWALL TO SHT, SDW2-K1 FOR CONN. DETAILS P.T. %/ TO SHT. SDW2-K1 FOR CONN. DETAILS , 1 X 4 FOR CONN. DETAILS i 1 X 4 3-1/4" LONG X 3/16"�1 i % FURRING i �. i, 3/16" 0 X 3" LONG TAPCONS / FURRING 3/16" X 3-1/2" LONG TAPCONS i/,� FURRING TAPCON. INTO BRACE(S) STAGGERED @ 16" r0i .�z N STAGGERED 2X8 BLOCK@ SPACING „ DETAIL O.C. 2 -ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. 2 -ROWS INTO 1X8 PER MANUFACTURE INSTALL WDW. SCREW ANCHOR MASONRY THROUGH 1-1/2 „ DETAIL MASONRYTHROUGH 3" DETAIL PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� - 1x4 P.T. & 1x8 P.T. SCRIBE (NOTCH) BACKSIDE 1x8 P.T. & 2x8 P.T. -- 7/16" OSB ARCH PANEL SCALE: N.T.S. SS 3/16" x 3 -1/2" o 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) a� z TAPCON @ 16" BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 N C B U•C _ PER INSTALLATION DETAILS B -B O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER- EACH END W1 MIN DOOR JAMB (REFER- PCO TO SHT. SDW2-K1 FOR ��... TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 ,� ` 4I �J ___ _ CONN. DETAILS --_------- `opt. wu'rn: f� , o a O � FOR FOR CONN. DETAILS f % FOR CONN. DETAILS 7�AN „ 10d @ 12 O.C------� 1 X4 FURRING •cpp adC,0 LL Lu 2 '1i°° T C) I� t �12h �" O� 2X8 P.T. WITH 3/161 X 3" 2x P.T. AS REQ'D 2X8 P.T. LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 2 1/4" DETAIL 2 -ROWS INTO MASONRY 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGV CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK o E W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. x 8 BUCK - CONNECT TO BLOCK EMBEDMENT INTO BLK.) 1/4" MAXIr WITH 2' 0" 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL CAP TO PREVENT LEAKAGE } 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. r0i .�z N 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� - 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH SCRIBE (NOTCH) BACKSIDE ARCH DETAIL -- 7/16" OSB ARCH PANEL SCALE: N.T.S. SS GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRC / FBC A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING, FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. SECTION A -A 8" 2'-0" 1/4" x 3 1/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B -B 8" EQUAL 20 ga. PANEL ANCHOR 9 ga. PANEL REINFORCING (EVERY OTHER COURSE) —` `— SEALANT GLASS BLOCK DETAIL PROVIDE (2) MIN. TAPCON AT EA, SIDE BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. EXPANSION STRIP PROPER INSTALLATION MAX, 8 o E 2 x 8 BUCK - CONNECT TO BLOCK #5 F HTT16 W/ (18) - 16d NAILS TO WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO BLOCK HEADER STD. WHERE THIS CONDITION SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING CAP TO PREVENT LEAKAGE } BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK j L j %7 2 x 8 VERT. W/ (2) 10d r0i .�z N PROVIDE 2 x 8 DIAG. BRACE BTW NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" COVER a F LEAVE A CUT OUT IN O.S.B. ON T - 2 x 8 VERT. BRACE(S) o INSIDE TO ALLOW FOR INSULATION ILL NOTCH WEB TO BE INSTALLED BUILT UP PLWD. BUCK - - A SCRIBE (NOTCH) BACKSIDE cn -- 7/16" OSB ARCH PANEL h TO FIT ARCH CONNECT W/ o 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) a� z INSTALL WDW, SCREW—_,_ ------ CREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 N C B U•C _ PER INSTALLATION DETAILS B -B ARCH DETAIL K SCALE: N.T.S. SS GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRC / FBC A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING, FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. SECTION A -A 8" 2'-0" 1/4" x 3 1/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B -B 8" EQUAL 20 ga. PANEL ANCHOR 9 ga. PANEL REINFORCING (EVERY OTHER COURSE) —` `— SEALANT GLASS BLOCK DETAIL PROVIDE (2) MIN. TAPCON AT EA, SIDE BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. EXPANSION STRIP PROPER INSTALLATION MAX, 8 EBAR (TYP,) 90^ HOOK (TYP.) AT THE FIRST 2 COURSES FILLED CELL PER FOUNDATION PLAN 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) -12d NAILS 2X6 TO 2X4 7 USP RT3A PROVIDE 2x " CONT. W/ (3) 12d NAILS 1/4" EXPANSION BOLT (2 PER ANCHOR) EXPANSION STRIP 6" MIN. LAP SPLICE W/ REINFORCING PANEL 6" MIN. LAP SPLICE NOTE: SEE GLASS BLOCK INSTALLATION NOTES, *(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FRC TABLE R301.2.1.3) *(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FBC TABLE 1606.1.6.1) JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'Y WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL, SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL I IAIAOr"r7r•]-rADI C IAIQTAI I TI!\AI FILLED CELL INSTALLATION SCALE: N.T.S. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" Q.H. (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD 2X 0 R PLYWOOD SHEATHING V E + + HgNO�FNGTu + + + + �+ + + TRUSS +�:, + + 2X4 SYP s + EACH TRUSS - CONNECTOR SEE LINTEL SCHED. ENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") BLOCKING AS REQUIRED TO SUPPORT SOFFIT SECTION @ ROOF EXTENSION M SCALE: 3/4" = 1'-0" 1\1Sjs o E 1F�sa L- a N EXISTING BOND BEAM. — DRILL 3/4"X6" MIN. HOLE #5 F HTT16 W/ (18) - 16d NAILS TO 1 N a� FILL SOLID STD. WHERE THIS CONDITION STUDS & (1) - 5/8" DIA. ALL BOTH CELLS CAP TO PREVENT LEAKAGE } o4 _ OCCURS j L j %7 c r0i .�z N EXISTING BOND BEAM [t o SIMPSON "SET" EPDXY MIN. COVER a F 6'4" F.F. 5" EMBEDMENT & 3" MIN. EDGE DISTANCE o 9 ILL NOTCH WEB w +5„ +- A EBAR (TYP,) 90^ HOOK (TYP.) AT THE FIRST 2 COURSES FILLED CELL PER FOUNDATION PLAN 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) -12d NAILS 2X6 TO 2X4 7 USP RT3A PROVIDE 2x " CONT. W/ (3) 12d NAILS 1/4" EXPANSION BOLT (2 PER ANCHOR) EXPANSION STRIP 6" MIN. LAP SPLICE W/ REINFORCING PANEL 6" MIN. LAP SPLICE NOTE: SEE GLASS BLOCK INSTALLATION NOTES, *(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FRC TABLE R301.2.1.3) *(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FBC TABLE 1606.1.6.1) JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'Y WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL, SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL I IAIAOr"r7r•]-rADI C IAIQTAI I TI!\AI FILLED CELL INSTALLATION SCALE: N.T.S. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" Q.H. (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD 2X 0 R PLYWOOD SHEATHING V E + + HgNO�FNGTu + + + + �+ + + TRUSS +�:, + + 2X4 SYP s + EACH TRUSS - CONNECTOR SEE LINTEL SCHED. ENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") BLOCKING AS REQUIRED TO SUPPORT SOFFIT SECTION @ ROOF EXTENSION M SCALE: 3/4" = 1'-0" 1\1Sjs • D - 4- D gD. I -III -ITf III ; I I 11�--r .D D 111-I I 1=1TI I -I 11I -I 1= ' . ° ' • D :° 'III -III -I 1-I I I=ll GRADEI I MI I- M p . = z D (2) #5 REBAR. MIN. 3" 16" MIN. Of COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" cGP gWPr-T n2 AND FOR RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" =1'-0" 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL -METAL SEAT PLATE 1 Od @ TOP & BTTM CHORD, NOTE: AND (8) FACE NAILS 1 O @ LAP SHEATHING TO TRUSS VERT. WEB BOTTOM OF BAND JOIST TYPICAL USP HGAM10 @ 12" O.C. w/4 -SDS 1/4x1 1/2" SCREWS INTO BAND JOIST & (4) 3/16"x1-3/4" WEDGE BOLTS INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2 -STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. UPLIFT CAPACITY = 945 # FOR 1 STRAP = 1890 # FOR 2 STRAPS 1 -PLY PRE-ENGINEERED TRUSS USP RT16M W/ (8) NA11 NAILS & (6) 4" x 2' TAPCONS (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 1NAILS AND :. (4) 4" X 1" WEDGE BOLTS [ (1) STRAP = 1225 # , (2) STRAPS 2450#1) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. FILL 1St 4 COURSES SOLID W/GROUT r FOR OVERHANGS BETWEEN OVER 11/2" ; CONTACT ENGINEER OF RECORD FOR ~ FURTHER INSTRUCTIONS. OVERRAN +` y RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/8" TO 11/2" NOTE: FOR OVERHANGS LESS THAN 3/8" - NO REPAIR REQ'D. VOTE: IF RETROFIT FILLED CELL CONDITIONS =XCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD =0R ADDITIONAL INSTRUCTION. o E 1F�sa L- a N EXISTING BOND BEAM. — DRILL 3/4"X6" MIN. HOLE W.W.M, AT PERIMETER HTT16 W/ (18) - 16d NAILS TO 1 N a� SET BAR IN EPDXY WHERE THIS CONDITION STUDS & (1) - 5/8" DIA. ALL (1) #5 BARS CONT.��'E CAP TO PREVENT LEAKAGE } o4 _ OCCURS THREAD ROD EPDXIED W/ TOP WITH MIN. 3" c r0i .�z N EXISTING BOND BEAM [t o SIMPSON "SET" EPDXY MIN. COVER a F 6'4" F.F. 5" EMBEDMENT & 3" MIN. EDGE DISTANCE • D - 4- D gD. I -III -ITf III ; I I 11�--r .D D 111-I I 1=1TI I -I 11I -I 1= ' . ° ' • D :° 'III -III -I 1-I I I=ll GRADEI I MI I- M p . = z D (2) #5 REBAR. MIN. 3" 16" MIN. Of COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" cGP gWPr-T n2 AND FOR RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" =1'-0" 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL -METAL SEAT PLATE 1 Od @ TOP & BTTM CHORD, NOTE: AND (8) FACE NAILS 1 O @ LAP SHEATHING TO TRUSS VERT. WEB BOTTOM OF BAND JOIST TYPICAL USP HGAM10 @ 12" O.C. w/4 -SDS 1/4x1 1/2" SCREWS INTO BAND JOIST & (4) 3/16"x1-3/4" WEDGE BOLTS INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2 -STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. UPLIFT CAPACITY = 945 # FOR 1 STRAP = 1890 # FOR 2 STRAPS 1 -PLY PRE-ENGINEERED TRUSS USP RT16M W/ (8) NA11 NAILS & (6) 4" x 2' TAPCONS (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 1NAILS AND :. (4) 4" X 1" WEDGE BOLTS [ (1) STRAP = 1225 # , (2) STRAPS 2450#1) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. FILL 1St 4 COURSES SOLID W/GROUT r FOR OVERHANGS BETWEEN OVER 11/2" ; CONTACT ENGINEER OF RECORD FOR ~ FURTHER INSTRUCTIONS. OVERRAN +` y RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/8" TO 11/2" NOTE: FOR OVERHANGS LESS THAN 3/8" - NO REPAIR REQ'D. VOTE: IF RETROFIT FILLED CELL CONDITIONS =XCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD =0R ADDITIONAL INSTRUCTION. EXISTING FOOTING 2 #5X6' IN CONC. N DRILL 3/4"X6" MIN. HOLE FILLED CELL SET BAR IN EPDXY Yks'= l�J .a ;4" SAW CUT EXISTING FOOTING A SECTION ��lj SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. ° U o E 1F�sa L- a N EXISTING BOND BEAM. — DRILL 3/4"X6" MIN. HOLE . ® C 1 N a� SET BAR IN EPDXY a N1 cA U- m � WQ CAP TO PREVENT LEAKAGE } o4 _ /� 1 V #5X6' EMBEDDED INTO z c r0i .�z N EXISTING BOND BEAM [t o _ a F /® W0c FILL CELL FULL HEIGHT W/ o 9 NON SHRINK GROUT. w a +- A cn c W U h F-- o a� z #5X6' EMBEDDED INTO N C B U•C _ BFl. EXISTING FOOTING 2 #5X6' IN CONC. N DRILL 3/4"X6" MIN. HOLE FILLED CELL SET BAR IN EPDXY Yks'= l�J .a ;4" SAW CUT EXISTING FOOTING A SECTION ��lj SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. ° U o E 1F�sa L- a N m ai � . ® C 1 N a� 0 0 a N1 cA U- m � WQ o4 _ /� 1 V a °V c r0i .�z N a) [t o E00 a F /® W0c o Cc a � -0 mM +- � N o � o c W U h o a� Affiliations: A, N C B U•C _ BFl. Tj Consultants: y Z �w � j .�a �r °e�sc r• ., n c7 ��... w � w iY icy a� d: °�`•L:l� �j' ,� ` 4I �J ' `opt. wu'rn: f� , o a O � z'. , Z g p 0 � 'nva i 4� COa A w a � �� �� a io •cpp adC,0 LL Lu 2 '1i°° T C) I� t �12h �" O� NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF ROOF PROVIDE 2X4 MIN. BLOCKING AT COLUMN W/ (2) HTW20 SEE *DIAGONAL SPACED PAN F— SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN JACK TRUSS (AS SHOWN) AT 15'-0" O.C. MAX TRUSSES W/ (2) 12D NAILS EACH STRAPS OR GABLE END SEE TRUSS END TO TRUSS TOP CHORD I LAYOUT BLOCKING 2X4 BLOCKING TYP. USP JUS46 OR JU5461F I (SEE ROOF PCLIP EACH LAN BETWEEN TRUSSES TRUSS (2) 2x8 #2 SYP W/ i� BUCKET TO COLUMN FOR TYPE) A 7/16" O.S.B. FLITCH SECT. A -A PATE TOP @ TRUSS ` /� �� FRAME OUT TO BRG �� SUPPORT COLUMN BUILT-UP BLOCK EDGE A (2)-2x4's OR 44 W/ (2)-10d G.T. I i i NAILS @ 8" O.C. EACH PLY fi~�—SEE DETAIL 4/D1 • (SHOWN AS 4 x 4) FOR BEAM SIZE ADD 2X4 ALONGSIDE i ii EXTERIOR SHEATHING TOP CHORD WHEN REQ'D �. i ��� \ (2) USP HTA20's ATTACHED PER NAILING TO PREVENT PLYWOOD TYPICAL BLOCK'-," w/(10) -10d x 1 1/2 EA. TO COL. SCHEDULE 2x SPF #2 SPAN FROM EXCEEDING MAX 24" SPAN (EITHER ACKWALL --HIP WALL _ STRAPS CENTERED � AT 16" O.C. SIDE OR BOTH IF REQ'D) 00 G.T` ` w/(13) -10d NAILS Ea TO COL. CONTINUOUS LATERAL BRACING- TIE BEAM— NAIL OVER X -BRACE AS SHOWN- `BUILDER FRAME INSTALL BLKG. AT TRUSS WEBS ARADIUS S REQUIRED FOR NAILING X -BRACING - 2x4 SPF OR SYP (2) 12D NAILS w/ 2-16d @ EACH TRUSS WEB AT 12" O.C. MAX BEAM a@ RAISED ENTRY CROSS BRACING DETAIL (TYP.)K*--j�HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL ENTRY FRONT WALL K6 SCALE: 1/2" = 1'-0" SCALE: 1/2"=1'-0" SCALE. 1/2 = V-0" SCALE: 1/2' - 1 -0 TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS USP SPT24 TOP AND 8 FOR WALL BETWEEN CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2-0„ O.C. BOT. W/ 12 10d NAILS D1 ROOF SYSTEM 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY BE NAILED EACH DIRECTION TYP. U.N.O. MIN. (2) 2x4 w/ MIN. (4) 12d WHEN VERTICAL SCAB @EACH STUD (TRUSS PATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER � SPF TOP 2 x 6 #2 SPF 48” O.C. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT ANDS NEXT TO �� PATE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST W/ (4) 1M TOP & PRE -ENG. TRUSS •.A --���— COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES 2x8 BLKING. NAILED @EACH BOTTOM OR USP RT7 OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d MIN. 2 x 4 SPF — �—USP LSTA30 W/ (11) REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d @ 16" O.C. 10d TO PLATE & SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & W/ (14) - 10d X 1 1/2" EACH (11)10d TO COLUMN SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. •}C USP M34 W/ (12) 8d X 1 1/2 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS EVERY 3rd (2) USP LSTA30 W/' e NAILS @ TOP & BOTTOM LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER (11) 10d TO PATE & ° ° L J ° ° OF HEADER (REQ'D IF SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" (11)10d TO COLUMN cl`.I;�— tG .� OPENING LARGER THAN O.C. MAXIMUM. ---2x4 SPF 2 (2) 2x8 #2 SYP HEADER 4'-0") 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D (2) #7X 3-1/2" WOOD TOP OF W/ 7/16 O.S.B. FLITCH PATE 4x4 MIN. OR BUILT-UP NAILS AT EACH TRUSS INTERSECTION. CBr SCREW EACH TRUSS TRANSOM - - a COLUMN EA. 2X4 NAILED 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 @ 48" O.C. SEE PANI _:i r w/10d @ 8" O.C. DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB TRANSOM OPENING (2) USP MSTAM36 STRAPS ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB—<$BARCHED OR FAT CENTERED W/ (13) 10d 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS NAILS AND (8) 1/4 x 21/4 DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) PRE -ENG. TRUSS 2X4 BLOCKING TAPCONS. TOP OF IF REQ'D 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP WALL SEE IF REQ'D (2) 2x4 SP MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. PLAN_ �2 x 4 SPF @ SILL PAT P.T. SILL PATE DIRECTION TYP. A 6" O.C. DOUBLE 2X4 W/ USP f;. DIAGONAL 2x8 #2 SPF RIDGE BEAM DIAGONAL ---- @TOP &BOTTOM AT 8'-0" IF REQ'D USP SPT22 W/ _ —USP MP34 W/ (12) 8dx1 1/2 MAX T/RUOSS �( 2x6 RAFTERS FOR SPANS 4FT TO 8FT (10) 10d NAILS @ BOT NAILS AS REQ'D 2X4 RAFTERS FOR SPANS LESS THAN AND SIMPSON SP2 W/ (REQ'D IF OPENING 4 F @ 24-0. C. MAX. w/ (3) 10d 12-10d NAILS @ SILL — LARGER THAN 4'41) COMMON TOENAILS TO RIDE BEAM J OPTIONAL FRAMING TO BE MIN. 2x4 P.T. W/ 1/4"X3" MIN. 2x4 SPF UNLESS 2X4 CONT. AT CONC. MASONRY TAPCONS @ 6" O.C. IN RECESS LINTEL OTHERWISE NOTED. SEE T & B CHORD STEEL OR WOOD MASONRY OR 10d NAILS ELEV. FOR TRANSOM BEARING SUPPORT @ 6" O.C. IN WOOD. LOCATION MIN. 2x4 #2 SYP BASE PATE RECESS LINTEL ABOVE A -A ALTERNATE BLOCKING W/2" ANCHOR BOLTS @ 16" _ DOOR SEE LINTEL PAN O.C. & 3" FROM EACH END DETAIL a@ INTERIOR BEARING- DOOR OPENING -- 3 (2) 2x BUCK ATTACHED - SCALE: 1/2" = V-0" PER PAN WOOD TRUSS '4 PROVIDE BLOCKING AT ALL TRUSS BEARING LINTELS AT ENTRY DOOR w/TRANSOM 5 SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 1/2"=1'-0" SCALE: 1/2"=l'-0" 2x STUDS @ 16" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP EXTERIOR SHEATHING 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) ATTACHED PER 12d TOENAILS EACH END 2x4 STUDS W/ USP NAILING SCHEDULE SPT22 @BASE SEE � (BETWEEN TRUSSES (2) J/S6 FOR MORE 12d NAILS TO EACH LOW ROOF//WALL VERTIVAL STUD) INFO. SHEATHING ATTACHED � PER NAILING SCHEDULE 2x BASE PLATE W/ USP HTW20 TO EACH TRUSS 2x4 BASE PATE W/, _ BELOW MAX. 24" O.C. ALONG USP LSTA30 OR� ' W/ (2) 12d NAILS @ 16" O.C. MTW12 TO FLOOR «' GIRDER BELOW @ 16" 1:%" % ( 2x6 CONT. W/ (3) 12d NAILS — — — O.C. %ice - TO EACH TRUSS BELOW PLYWOOD --� — — FLOORING 16"FLOOR SYSTEM FLOOR GIRDER SE LOW ROOF TRUSS W/ UNDER WINDOW JAMB FLOOR G.T. SEE PLAN FOR SEE PLAN FOR RAISED BOTTOM CHORD CONDITIONS INSTALL SEE PAN DIRECTION CONNECTION EXTENSION SEE TRUSS (2) 2x6 BLOCKING W/ SECTION @ FLOOR MANUF. SPEC'S FOR USP JUS24-2 EACH END CONNECTIONS TO G.T. CONNECTION 22 SECTION BUMP OUT 39 SCALE: 3/4" = V-0" SCALE: 3/4"=1'-0" 77 U I� cn�` W W ^ O O ® 3 W 0 ¢LL0 •..� C 'ro N V �OD O a N o v Nm: M yv N ;,. o 0 '00 00 L cn n Uto :o Affiliations: A B D. N C-B-D,C �v <r VI Consultants: cn k!!!l931�i1/. Z � � 4, a;•'�NsI- boo 0Zoh cC °i ! �.p as �c7v?� ceCr 4, W laxWz 0"F ZF LL F iRi OWS(� 0 �TN(n� WW �F-W (n 14 I2!e in (,9 or X Ei 7 W U ori m F" ado 00 0 3 0 '--i M N � Ln Z � M OUo n j o Q QjMI--, Til L Ql � C n a� o z M�� 0� S I , N Z -) Z w —i o cv un (1) ir) U Lr) J 0 0 wE'_o mzz_ Uozc,U ozZoa� Fz-aacQ`-t = L H w ~ Z c� z � w M ® �o w , LL D o0 O�C]3! 'm1 F N V=O w n�0z0 c:) r Ln 110 l0 1.0 W d W J -J w°�FOz Lu w N ca 0 z fh� L� z o��zz 0O c0 z _� QJ 00 N 06 a� 20�'zo° U p Z wO w z <= �" ax"� Z .. .. W Z W g W ►�-i SCALE AS NOTED PLOT DATE: 04/19/2010 VERSION NO. 3mO8 JOB NO: 10-0461 SHEEF N0. Dl PRODUCT APPROVAL SPECIFICATION SHEET \s 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 ocal product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory 1. EXTERIOR DOORS Manufacturer Product Description Approval Numbers Test Pressures A. SWINGING Plastpro Inc./ Nana Plastics Distinction Fiberglass Entry Doors FL6184-R1 +65.0/-65.0 psf FL822-R1 ABU44 FL10849 ThermaTru Smooth Star/Fiber-Classic FL8838-R1 +55.0/-55.0 psf FL10852 Coil Strap Tie R3300 ThermaTru Smooth Star/Fiber-Classic FL12441 +47.0/-47.0 psf B. SLIDING Fla. Extruders (Milestone) Series 1000 FL8409-R2 +45.0/-45.0 psf FL565-R3 C. SECTIONAL Clopay Building Products Residential WindCode Doors WS 8X7) FL5675-R1 +30.0/-32.0 psf FL10456 Hurricane Tie LFTA6 Clopay Building Products Residential WindCode Doors W5 16X7 FL5675-R1 +30.0/-30.0 psf HHCP2 FL817-R1 (used in wind speeds over 120n1ph) CIO pay Building Products Residential WindCode Doors W6 (8X7) FL5675-R1 +37.0/-41.0 psf HETA16 FL11473 (used in wind speeds over 120aph) Clopay Building Products Residential WindCode Doors W6 16X7) FL5675-R1+37.0/-37.0 psf Embedded Truss Anchor D. OTHER HGUS210-2 FL11468 91 THDH210-2 FL821-R1 HHETA40 FL11473 Embedded Truss Anchor Quadruple 41nch Solid Safra 12'- 0" HSUR/L410 FL10655 2. WINDOWS HTS16 FL10456 Heavy Truss Strap HTW16 A. SINGLE HUNG Fla. Extruders (Milestone) Milestone Series 1000 SH Std -Sill FL9262-R 1 +45.0/-45.0 psf HTT16 B. HORIZONTAL SLIDER Fla. Extruders Milestone Milestone Series 1000 Horizontal Slider FL9236-R1 +45.0/-45.0 psf HD/Tension Tie C. FIXED Fla. Extruders (Milestone) Milestone Series 1000 Fixed FL9242-R1 +45.0/-45.0 psf FL821-R1 D. MULLION Fla. Extruders (Milestone) FE5709/5710/5711/5712/5713/5714/5718 F E5700/5701 /5702/5703/5704/5705/5717 FL3136-R3 N/A FL10655 E. OTHER HUSC412 FL10655 Joist Hanger ITT FL10667 TF I -Joist Hanger THO FL815-R1 IUT 3. PANEL WALL THF FL815-R1 LGT2 FL11470 Light Girder Tiedown A. SIDING Alside Coventry Vinyl Siding FL12103 +86.5/-86.5 psf FL816-R1 B. SOFFITS Kaycan Ltd. 12"/16" Vented Soffit FL12199 +70.0/-70.0 psf C. OTHER FL816-R1 LSTA18 FL10852 Strap Tie LSTA18 FL816-R1 LSTA30 FL10852 Strap Tie LSTA30 FL816-R1 LSTA36 4. ROOFING PRODUCTS LSTA36 FL816-R1 LTS12 FL10456 Twist Strap A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), XT25 (and AR), XT30 (and AR) FL5444-R2 N/A FL820-R2 B. UNDERLAYMENTS Twist Strap LTW18 FL820-R2 LTS20 FL10456 C. ROOFING FASTENERS FL820-R2 LTT19 FL11496 Tension Tie LTS19 D. ROOF VENTILATORS Southeastern Metal Weather Vent FL11024 N/A LUS26 FL10655 Joist Hanger Florida Metal Products, Inc Vent RV10 FL2075-R3 N/A Joist Hanger E. ROOFING TILES MBHA3.56/11.88 FL10866 Masonry Beam Hanger NFM35X1178U FL578-R2 F. ROOF TILE ADHESIVE Embedded Truss Anchor HTA24-18 FL859-R1 MGT FL11470 G. OTHER FL11910 MST48 FL10852 Strap Tie KST248 FL822-R1 MST60 FL10852 Strap Tie KST260 FL822-R1 MSTAM36 5. SHUTTERS MTS12 FL10456 Twist Strap A. STORM PANELS Metal Tech, Inc Galvanized Steel Storm Panels FL722-R2 +103.0/-103.0 psf MTS18 FL10456 Alufab Galvanized Steel Storm Panels FL4804-R1 +104.0/-104.0 psf FL10456 Twist Strap MTW20 FL820-R2 MTS30 FL10456 Twist Strap 6. STRUCTURAL Tension Tie MTS27B FL822-R1 PA51 COMPONENTS Foundation Strap TA51 FL816-R1 SP1 FL10456 A. WOOD CONNECTORS/ ANCHORS Simpson Strong -Tie USP Structural Conn. FL817-R1 see chart see chart FL10456 Stud Plate Tie B. TRUSS PLATES MiTek Industries, Inc. Truss Plates FL2197-R3 N/A FL821-R1 C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644-132 N/A FL11506 Epoxy Boise Eng. Wood Prod. Wood I -Joists ALLJOIST 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 FL1418-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 cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE 717-646.3747 Simpson & USP Cross over Chart with Product Approval Numbers Florida Simpson Produc Number Florida Product Approval Number Product Description USP Product Number Florida Product Approval Number A34 FL10446 Framing Anchor MP34 FL822-R1 ABU44 FL10849 Adjustable Post Base PAU44 FL569-R3 CS22 FL10852 Coil Strap Tie R3300 FL822-R1 H3 FL10456 Hurricane Tie Single 61t, Inch Horizontal 10'- e' H10 FL10456 Hurricane Tie RT16 FL565-R3 H2.5 FL10456 Hurricane Tie RT7 FL565-R3 H6 FL10456 Hurricane Tie LFTA6 FL820-R2 HCP2 FL10447 Hip Corner Plate Connector HHCP2 FL817-R1 HDQ8-SDS3 FL10441 Holddown UPHD8 FL817-R1 HETA16 FL11473 Embedded Truss Anchor HTA16 FL821-R1 HETA20 FL11473 Embedded Truss Anchor HTA20 FL821-R1 HGUS210-2 FL11468 Truss Hanger THDH210-2 FL821-R1 HHETA40 FL11473 Embedded Truss Anchor Quadruple 41nch Solid Safra 12'- 0" HSUR/L410 FL10655 Heavy Skewed U Hanger C!770 HTS16 FL10456 Heavy Truss Strap HTW16 FL820-R2 HTS20 FL10456 Heavy Truss Strap HTVV20 FL820-R2 HTT16 FL11496 HD/Tension Tie HTT16 FL821-R1 HTT22 FL11496 HD/Tension Tie HTT22 FL821-R1 HUS410 FL10531 Joist Hanger HUS410 FL821-R1 HUS412 FL10531 Joist Hanger HUS412 FL821-R1 HUSC410 FL10655 Joist Hanger HUSC412 FL10655 Joist Hanger ITT FL10667 TF I -Joist Hanger THO FL815-R1 IUT FL10531 I -Joist Hanger THF FL815-R1 LGT2 FL11470 Light Girder Tiedown LUGT2 FL817-R1 LSSU210-2 FL10447 Slopable/Skewable Hanger LSSH31 FL816-R1 LSSU28 FL10447 Slopable/Skewable Hanger LSTA12 FL10852 Strap Tie LSTA12 FL816-R1 LSTA18 FL10852 Strap Tie LSTA18 FL816-R1 LSTA30 FL10852 Strap Tie LSTA30 FL816-R1 LSTA36 FL10852 Strap Tie LSTA36 FL816-R1 LTS12 FL10456 Twist Strap LTW12 FL820-R2 LTS16 FL10456 Twist Strap LTW16 FL820-R2 LTS18 FL10456 Twist Strap LTW18 FL820-R2 LTS20 FL10456 Twist Strap LTW20 FL820-R2 LTT19 FL11496 Tension Tie LTS19 FL822-R1 LTT20B FL11496 Tension Tie LTS20B FL822-R1 LUS26 FL10655 Joist Hanger JUS26 FL821-R1 LUS414 FL10655 Joist Hanger JUS414 FL821-R1 MBHA3.56/11.88 FL10866 Masonry Beam Hanger NFM35X1178U FL578-R2 META22 FL11473 Embedded Truss Anchor HTA24-18 FL859-R1 MGT FL11470 Medium Girder Tiedown MUGT-15 FL11910 MST48 FL10852 Strap Tie KST248 FL822-R1 MST60 FL10852 Strap Tie KST260 FL822-R1 MSTAM36 FL11473 Strap Tie for Masonry MTS12 FL10456 Twist Strap MTW12 FL820-R2 MTS16 FL10456 Twist Strap MTW16 FL820-R2 MTS18 FL10456 Twist Strap MTW18 FL820-R2 MTS20 FL10456 Twist Strap MTW20 FL820-R2 MTS30 FL10456 Twist Strap MTW30 FL820-R2 Tension Tie MTS27B FL822-R1 PA51 FL11476 Foundation Strap TA51 FL816-R1 SP1 FL10456 Stud Plate Tie SPT22 FL817-R1 SP2 FL10456 Stud Plate Tie SPT24 FL817-R1 SP4 FL10456 Stud Plate Tie SPT4 FL821-R1 U24 FL10655 Face Mount Joist Hanger ET FL11506 Epoxy HD Titen FL2355-R3 Titen Anchor Fax 717-848 HR Engineering, Inc. 1418 E. Market $t ;,quite B York, PA 174.63 21 January 2009 Nick Thompson, Product Manager- Siding '& Metals associated Materials; LLC 3773 Slate /toad Cuyahoga Falls, Ohio 44223 RE: Florida Evaluation, Coventry Vinyl Siding; FBC 2007 Dear Mr. Thompson; The following Associated Materials vinyl siding product; Coventry has been tested and analyzed in conformance with ASTM D 3679.65 as required by Florida Building Code 2007, paragraphs 1404.9 and 1,405,1,3, plus Florida .Residential Code 2007,. paragraph 703.11 Structural testing to ASTM D 5206, as required by ASTM D 3679, was done at Architectural 'Testing, Inc. and is reported in 77945.01-I09-40 and 82537.01-109-40. `Testing was clone for Alside, Inc., which is owned by Associated. Materials, LLC. Coventry vinyl siding is produced in 5 configurations, Double 5", Double 5" Dutchlap, Double, 4", Double 4" Dutchlap, and Triple ,3"; all with a thickness of 0,042" A strengthening feature of this product is that it has a "rolled edge nail here", which forms a double thickness at the nail hem. edge. 1 have perforrded a combination of Taljoual arid comparative analyses on this pwduct,. which includes, the mandatory requirements of Annex ALZA in ASTM D 3679 InNtallatloa glust be over 5/8 minirnuin nailable. sheathing or I/z" minhnum plywood. lostallat oia fasteners must be roofing nails with M" diameter head, 1/8" diameter shank„ and a miii'tmum length of '1-5/$". The allowable design wind pre55 fifes for all 5 cuufigucatsons including Double 5", Double 5` Dutchlap, Double 4"', Double 4" Dutchlap; ii id Triple 3" are +/-173 psf for 8" stud spacing, +/-115.3 psf' for 12" stud spacing And.h7-86.5 psf for 16" stud spacing. In order to achieve these pressures, all 'studs miist'haVe riails'iriIllern and all nails must be in stnds. The above values can be compared, directly to the required wind loads in Chaplet 1.6 of [he Florida Building.Code. 1 trust that this information is sufficient for the project ,needs. If there are any questions about this Seporh or if anything additional is requlfed, please, advise me. Sincerely yours; f , Allen N. Reeves, RE, Structural Engineer ANR;anr Florida License No. 19354 r c:09010005 717.846-3747 HR Engineering, Inc. 1418 E. Market 5t„ Suite S York, PA 17403 Ted. E QUITIo Y E,, Administrator, Florida Building Code Commission Ted,BstTnau and Associates, LLC. 925 dist Street, Suite 104 Nliami Beach, Florida 33140 RE: Certification of.lndependence Pear'ylr, E3errtran; Installing soffit and fascia Please note: Although vinyl soffit's are manufactured with the same exacting standards as all vinyl products; UV Inhibitors are not added to the vinyl formulation us soffits are not exposed to direct sunlight. For this reason, vertical or horizontal installation of soffits on walls is not recommended and cannot be guaranteed. Installing trim - Option A When fascia is applied without exposed nailing. With open cave: Secure F -channel to the exterior of lie fascia will the top ley resting against the bottom of lie board. Secure F -channel on wall, level with the F -channel on the fascia. With dosed nave: Use a J -channel in place of tie F -channel at the wall. Secure all channels every 12" on center, In center of nail slots. Installing trim - Option B When soot only is applied, or when fascia panel is secured to underside of wood fascia. With open cave: Secure F -channel to the wall and to the inside of the fascia board, level with each other. Cut out back of channel to fit around rafters, if needed. With closed cave: Substitute J -channels for the Fchannels. Secure all channels in the center of the nail slots, 12" on center. Installing soffit 1. Measure the distance between the inside of the inside and outside trims. Allow 1/4" per side for expansion and cut the panels to length. Insert panels into trims. For eaves over 18' in width, you will need to Install intermediate nailing supports to keep the soffit from sagging. 2. Interlock panels as you would vertical siding. Closed sola can be secured every 12" on center. 3. When fascia panel is not being applied, use an F -channel or J -channel at corners of the overhang to properly finish the installation. 4. When soffits meet at a corner, the joint can either be diagonal (mitered) or square (both illustrated). Both methods are made with J -channel or Hchannel. I kruW� , `� ��tctwrrei 6ortl wall-`~` Option A reaw ]-dram Ithlrmel wlRl Optlon B 1. h ri Ir"'�t��, 1� 111, Diagonal tial ase Y}1 Y a` ,.r , )kl ✓, yl ih __ Staight tiro use }u,�„1, H-chenn¢I .- -y Installing soffit and fascia Installing fascia 1. Install an undersill trim at the top of the fascia board. 2. Measure distance from the bottom of the F channel to are top of the undersill Vim, and then subtract 114" for clearance. Cul punel to width. 3. Perforate the cut edge using Strap lock punch approximately every 6", ensuring the "labs" face outward. 4. Hook the Itig of the fascia panel over the F -channel, and snap the tabs Into the undersill trim. If soffit is not being installed, hook the fascia directly over the fascia board. An alternative to snap -lock punch attachment Is to slide the top of the fascia behind metal drip -edge. Overlapping fascia 1. Overlap fascia by cutting the bottom edge of lhu underlaying panel, leaving a 11/2' tab to be inserted Into overlapping pancl. 2.Ovedap 314" (hat the distance of the notch). Fascia Installation Fascia overlapping Capping fascia To make comer caps, cut a piece of vinyl fascia that is 5112' lung. v k 1. Mark rho vertical centurine on the back of the piece. t t 2. Cul a 90" section of lie bottom flange from the center, leaving a r _ 45` angle on either side. j f 1 m r h 1 7 -- 3. Use a hand seamer or metal straightedge to fold fascia piece lnppack.� r dl r "2e , along vertical centerline to make a right-angled Gunner. We 100 u,r fi 4. Using a snap -lock punch, make „ [ tabs just below Ure top edge of the t} I+'.+ comer cap, making sum that tabs fain outward. Install corner cap by - locking the batlunl over the existing k 6� .1 ;n Fascia ca int F -channel and snapping the lop PP J edge Into the undersill trim. °i''r,dm 61r i KAYCAN'" I ICA YCAN' ICG -ES Evaluation Report ESR -1485 Ruissued Nuvernboi 1, 2008 This report is subject to re exarninalion in two years. www.lcc-es.ora I (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council. DIVISION: 07 -THERMAL AND MOISTURE PROTECTION Section: 07460- Siding REPORT HOLDER: KAYCAN LTD. ONE MEMORIAL DRIVE RICHFORD, VERMONT 05478 (802)848-7010 www.kavcan.com EVALUATION SUBJECT: KAYCAN PVC SIDING 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2006 /ntematlonat Building Code'• (IBC) • 2006 Intomational Residential Code" (IRC) • 1997 Uniform Building Code- (UBC) • BOCA^ Notionol Building Code/1999 (BNBC) • 1999 Standard Building Codae (SBC) Properties evaluated: • Exturiarvenuer • Wind resistance 2.0 USES Kaycan PVC Siding is used as an exterior veneer and as closure material on the undorside of oxlerior roof eavos (soffits). 3.0 DESCRIPTION Kaycan PVC Siding Is horizontal and vertical lap siding and soffits manufactured from rigid polyvinyl chloride (PVC) conforming to the roqulrernenls of ASTM D'3679. The siding Is usod all an oxturiur wall cxlvoring over solid shun thing and as soffit. The siding has a plain- or wood grain lexluro and Is uvailoble in various uvlurs with matching trim, comora, and starter strips. Tho panels aro a minimum of 0.040 !rich (1 mm) thick. Lengths range from I U to 12.5 fool (3046 to 381 U mm). Panels are formed with an uppor edge having nail slots and it rower edge that hooks Into the upper edge of tho lower course. Tho siding is produced in different protllou au described In Table -1 of this report. 4.0 INSTALLATION 4.1 General: . Installation of tho aiding, Including the panels, comers, starter strips, trim and other accessory items, shall be in accordance with the manufacturors published installation Instructions, the applicable code and Ills report. In the avant of a conflict between the manufacturer's publluhod Installation instructions and this report, this report shall govom. A copy of the manufacturer's published Installation Instructions shall be on the jubaite at all limns during installation. Solid sheathing and a water -resistive busier shall hu provided behind the siding, as required by Ulu applicable code. Tho allowable wind loads are as noted in the procerlptivo mquimmenla of mu applicable code. Still Section 4.2 fur application In excess of the proscriptive requirements or wham the applicable code does not provide presumptive requirements. 4.2 Wed Reslstace: Design wind prossuics must be dolunninod in accordance with Chapter 16 of the 16C, SBC, UUC or BNBC or Section 301,2.1.1 of the IRC. In areas whore the bmiu wind speed (3 - second gust do not oxceed 100 mph (45 m1s) [80 miles per hour (36 m/u) (fastest tulle) under the UBC), and the building height Is less than or equal to 40 feet (12 192 mm) In Exposure C areas, installation must comply with the prescriptive requirements of IBC Section 1405.13, BNBC Section 1406.3.3, SBC Section 1403.9 or UBC !3Kdon 1405, as applicable. In jurisdictions enforcing the IRC, installation much comply wiut the prescriplivu requirmoenls or IRC Section R103.4 for areas where the basic wind speed (3 -second gust) is less than 11U mph (49 nVo) In Exposure B, and does not oxcaad 90 mph (40 mis) In Exposure C or 65 mph (37 alis) In Exposure D. For application in excess oftho proscriplivu requirements, the design must W in accordance with IRC Socton R301.2.1.1. For applications in excess ofthe prescriptive requirements, the Kaycan PVC Siding has an allowable negative wind load of 70 psf (33.52 Pa) [44 psf (2107 Pa) under the UBC] when attached to a code.complying, minimum %inch -thick (10 trim), structural -rated OSB sheathing. Tho siding shall be attachorl with I'hinch-long (38 nun), % inch-dfumelur-huad (10mm),'/ Inch-dlarneler-shank(3mm),corrosion-rosi3tant rooring nails spaced 6 inches (152 mm) on center. The structural sheathing and framing to which the siding Is attached are outside the scope of this report. ICGES E"d-lien .-hg hg fu 4r c,n�tnwf ,wJ flbe,++L/ra Jf6a+rye,/w,vrc�,+env„rwi,,,,/irar ,+ru. r6r,•Irnu w,+nu ly Uy /CC Evniunw+&u &r ,ne, op, wLnplied, nr t,+n+y fr r(rg „r ml+ar,„wlu in (bin Iver rr. w nr la nny p+wlnr(acvclaI by Ibr'o-1. CoppiuhtQ200e Popo 1 oft Fax 717-940-0355 22 January 2009 In .couforr sauce with Rule. 98-72:110, F.A.C. "Criteria for Certification of Independence", I _offer the following. I am a registered professional engineer Ill the state. of Florida with license number 19354. 1 work in a two person consulting structural u)ghieering firm, "HR Engineering, lnc•.', of which I am the majority owner, In city work performing an evaluation, I rix) not have, nor will I acquire, a financial. interest in any company manufacturing or distributing prgducts'fgr which the reports are tieing issued. In my Work performing an evaluation; I do not have, nor will f acquire, a. financial interesr in any other entity involved to the approval, Process of the product. I trust that [Itis. is. sufficient for the Flgricla Building Code Conircuasion's requirements. if there are any questions atlout this certification of independenev, or if anything additional. .is required, (!lease advise file. Sincerely yours; HR Engineering, hic. /C.". Allen N. Reeves, P.E. Chief l4nglnee( ARR am Cc AssmiaWd Materials, LLC 09010005 ESR -1495 1 Most Wldoly Accoptod and rrusted Wind resistance of the so(rit panels Is ouluidu Ulu ucope of this report. 5.0 CONDITIONS OF USE The Kaycan PVC Siding descdbod In this (up011 rxlrnp Uti with, or is a suitable alternative to what is specified In, those codes lislud In Section 1.0 of this report, subjoel to the following conditions: 5.1 The siding Is limited to Installations on buildings of Type V -B (IBC), Type 56 (BNBC), Type A (SBC), and Type V -N (UBC) construction, and to construction permitted by rho IRC, as applicable. 5.2 The exterior walls shall be braced or sheathed to resist racking loads with approved materials in accordance with of the applicable trade. 5.3 The siding shall be Installed only on exterior walls over solid sheathing capable of resisUng design wind pressures both positive and negative. 'rhe sheathing shall be covered with a water-roalstive barrier, at; required by the applicable code. Page 2 of 2 5.4 The Slding Is manufactured in Richford, Vennonl, under a quality control program with inspections by Aichilectmal Testing Inc. (AA -670). 0.0 EVIDENCE SUBMITTED 6.1 Manufacturer's published installation instructions. 0.2 Data In accordance with the ICC -ES Evaluation Guideline for Vinyl Siding (AC37), dated October 2008. 6.3 Quality documentation In accordance with the Acceptance Criteria for Quality Documentation (AC10). 7,0 IDENTIFICATION The Kaycan PVC Stding described in this report shall be identified by a stamp bearing the Kaycan Ltd. name and/or trademark, the product type, the statement "Conforms to ASTM specification D3079," the statement"Conforms to UBC Standard 14-2", the name of the Inspection agency (Architectural Telling, Inc.), and the evaluation report number (ESR -1495). TABLE 1-KAYCAN PVC OIUING MODEL PROFILE LENGTH Uould d lkaml Single 71nch Vertical try - 0" DA Awell DeehlC 4 inar HW1401cld DOW Lap 12' - U. - "D-4 D -4Marquis Doubly 4 inch Horizontal 12'- 6" D-5 Cvnte4w Double S Inch HvdzQnwi 121, 0" D-5 Elcyanr , Double 5 inch Hodl real Dutch Lap 12'- 0" 0-5 Vertical Double 5inch Venrcal 10'•0" Lewiston Doubly 4.5 ind, Ho, izuiaul Newport Single 61t, Inch Horizontal 10'- e' Oceon Park Bcvd Duuble 4.5 inch Horizontal 12' - 0' Ocean Park Cove Duuble 4.5 Inch Horizontal 121.0" Platinum Series 0-0 Double 4 inch Horizontal 12' - 6" Platinum 50or; D-4 Dutch Lap Double 4 Inch Horizontal Dutch Lap 12'- 8" Platinum 5er eo T-3 Triple 3Inch Horizontal 12'.0" Preva Doubly 4.5 inch Horizontal 12' - o" sierra Double 4.5 Horizontal 12' - 0" T-3 CWsaiv Triple 3 inch Horizontal Dutch Lup 12'- 0" T-3 Hu,izm,Wl -rdpre 3 inch Horizontal 12' .0" Ventcd 9" Double 4 inch Porfvratud Svml Vontod 10" Uouble 51nch Pedonead Soffit 12' • 0' Solid 10" Double 6 inch Solid Samt 12' - 0" Cantor Vented 12'75olld 12" Tdple 4 h,ch Partially Pedvralod soffit 12'- 6" Vended 16' Quadruple 4 inch Pe a` 12'-0' Solid 16" Quadruple 41nch Solid Safra 12'- 0" ICC EVALUATION SERVICE, INC. } Evatuatc • Inform • Prvtcu Ira. AnCel y Bwrneu/Acyional O(nca • 5360 W,Kkmon Mill F -d • Whadu,, Cr\ 90601 (562) 699.0543 phunc • (562) 695-4694 0x ry Certification of Independence for Evaluation ICC Evaluation service, Inc. (1) ICC Evaluation Service, Inc., does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products for which evaluations are issued. (2) ICC Evaluation Service, Inc., is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. (3) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial interest in any company manufacturing or distributing products for which reports are being issued. (4) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Fc 44�, n Norse - President ICC Evaluation Service, Inc. Or,Ina.IR•ry••1 er• • wh ln7100 W,Kkm•n N,11 aaa, n, Cil fwn,r 90001 • 041) 699-0117 www,icca.orlt I F•,,on+l OI&• •900 M�xrrcbtr Rurl, S•fa N. A.mmrh•m, etre.=+• 1n11 • 11011 f999do0 K"i'an Ofrlc. • 01, Wmr fl -..•K R�.d, C,wnn, Cr•h Wh, Ill-,. Mill • VON 799470] 2/ O N V) -Fa 0� U N t Cl -- 7Dw O Cl O C M 7CD 007 - (D (/ ) co -2 OQ- O O LL, CU O > C!770 E O 1^1 rCn i I. `rev 4- Cn Y i Q W J CD Y) 0 U 0 0 V) SHEET N0, PA 1.0 p�7J,J . �CH." Uuxap 176 �:4atrr.r. y„ a I :q Swinging Exterior Door Assemblies Approved for ... outside HVHZ: Yes Verified by: Lyndon F. Schmidt, P.E. 43409 1�a ' H'aI�.� Evaluation Report from a Florida Registered Architect or a Licensed Others See INST 6184.1 for Deslgn Pressure Ratings, any FL51U4 III AE EVAL 618.1.1 P-41 bets Fome 1 LopN 1 bier Reg,xrxln 1 I_ To_ I =u5r12 Slrcraa,9x ! _tats s F_1 Fublwturc 1 FBC 54+ff 1 K155R%F14p 1 Lri.s 1 —ch 1 -Product Approval Created by Independent Third Party: Yes Florida Engineer or Architect Name who developed usm: N8c Lser Frame. the Evaluation Report ,,a,Ir-LEVJll'3Yatllcua%la,a1z_t1L2YPLt1J•.a1c,,,)a e,oltatarll)51, APpi feu oat -11 Approved for use outside IIVIIZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 FL # FL61U4-R1 Other: See INST 6184.2 for Uesign Pressure Ratings, any FI 6184 R1 AE EVAL' IL34 2. adF Application Type R.Vl.lan Drawing No. FL -6184.2 regarding sidelite protection-*) Code Version 2UU7 Approved for use outside HVHZ; Yes Application Status Approved Lite Screw Frame. Comment; F Validation Checklist - Hardcopy Received Impact Resistant Yes Created by Independent Third Party: Yes Arddved F' addltlonal use limitations, Installativa instr ucttuns and Created by independent Third Party: 'fes Product Manufacturer Plastu. Inc. / Nanya Plastics Corp. Address/Phone/Enrall 5200 W CENTURY BLVD. 101/I.S. 2 1997 LOS ANGELES, CA 90045 101/1.5.2/NAFS 2002 (•14U) 969-97'/3 Ext 16 ASTM E1886/E1996 2002 ronoconnelllpplastproina.com AS E33U Authorized Signature Ron O'Connell TAS ZU1, 202, 203 1994 ronoconnel 4pla5tprolnc.com F1g164 R1 AE EVAL X184 7 udf Technical Representative Address/Phone/Emall quality Assurance Representative Address/Phone/Email Category Exterior Ducts Fiberglass Door Subcategory Swinging Exterior Door Assemblies Approved for ... outside HVHZ: Yes Verified by: Lyndon F. Schmidt, P.E. 43409 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Others See INST 6184.1 for Deslgn Pressure Ratings, any FL51U4 III AE EVAL 618.1.1 P-41 Flurida Proressiunal Engineer product parllcuhu s. 6184.2stlnctlon 9 Evaluation Report - Hardcopy Received Created by Independent Third Party: Yes Florida Engineer or Architect Name who developed Lyndon F. Schmidt Frame. the Evaluation Report Approved for use in HVHZ: No FI 6184 Rl L1 INST 6184 2 off Approved for use outside IIVIIZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Florida Ucluri PE -43409 Other: See INST 6184.2 for Uesign Pressure Ratings, any FI 6184 R1 AE EVAL' IL34 2. adF Quality Assurance Entity National Accreditation and Management Institute Drawing No. FL -6184.2 regarding sidelite protection-*) Quality Assurance Contract Expiration Date 12/31/2012 Approved for use outside HVHZ; Yes Validated By Ryan 1. King, P.E. Lite Screw Frame. Limits ofUaa Inatallatlon Inslructlons F Validation Checklist - Hardcopy Received Impact Resistant Yes Created by Independent Third Party: Yes Certificate of Independence FFA 84 RI Col CERT OF INDEPENDENCE Ddf addltlonal use limitations, Installativa instr ucttuns and Created by independent Third Party: 'fes a Wrs. **See G .neral Nota 3 5 beet 1 of product particular,. ( Referenced Standard and Year (of Standard) Standard Year Snap Frame. 101/I.S. 2 1997 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 101/1.5.2/NAFS 2002 Other: See INST 6184.4 for Deslgn Pressure Ratings, any FL6184 RI AE EVAL 6184 4.qQ ASTM E1886/E1996 2002 Drawing No. FL -6184.4 regarding sidellte protection-) AS E33U 2002 Created by Independent third Party: Yes TAS ZU1, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted lU/U3/200B Date Validated 30/O6R008 Date Pending FBC Approval 10/19/2QU8 Data Approved 12/10/2008 e,,..a,.­ of Products FL # Made1, Number ar Narne Description 6184.1 a. Dlstindivn Series Up to 3'0 x 6'8 Opaque Single (X) inswing or outswing Fiberglass Door Limitsof Use Installation Instructions Approved for um In HVHZ: No FL1184 Rl Il 1NSf 6184.1.pdf Approved for ... outside HVHZ: Yes Verified by: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design p......; N/A Evaluation Repurb Others See INST 6184.1 for Deslgn Pressure Ratings, any FL51U4 III AE EVAL 618.1.1 P-41 additional use limitations, installation instructions and Created by Independent'fhlyd Party: Yes product parllcuhu s. 6184.2stlnctlon - -- b. DiSeries Up to 3'0 x 6'8 Opaque Fiberglass Single Door with Sldelite Created by Independent Third Party: Yes (XO lir OX) The Sldelite Glazing Installed Utilizing the Snap FL # Frame. Limits of Use Autaltatlon Instructions Approved for use in HVHZ: No FI 6184 Rl L1 INST 6184 2 off Approved for use outside IIVIIZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Rsiatant: 'fes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6184.2 for Uesign Pressure Ratings, any FI 6184 R1 AE EVAL' IL34 2. adF Additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (**See General Nate 3 sheet 1 of Drawing No. FL -6184.2 regarding sidelite protection-*) 6184.3 c. Distinction Series Up to 3.0 x 6'0 Opaque Fiberglass Single Door with Sldelite Approved for use outside HVHZ; Yes (XO or OX) The Sldelite Glazing Installed Utilizing the Lip Impact Resistant-. Yes Lite Screw Frame. Limits ofUaa Inatallatlon Inslructlons Approved for use in HVHZ: No F1 "" Rl 11 INST 6184 3 udf Approved far uua outside tNH2: Yes Vu ificd by: Lyndon F. Schmidt, P.E. 43409 Impact Resistant Yes Created by Independent Third Party: Yes Daxaigu pressure: N/A Evaluation, lit"'ts other: See IN, 6194.3 for Uoslgn Pressuna Ratings, any FL61U4 El AC EVAL 6184 ? odf addltlonal use limitations, Installativa instr ucttuns and Created by independent Third Party: 'fes a Wrs. **See G .neral Nota 3 5 beet 1 of product particular,. ( Drawing No. FL -6184.3 regarding sidellte protectivn*+) 6184.4 Up to 3'0 x 6'8 opaque Fiberglass Single Door with Sidelltes (OXO) The Sldalite Glazing installed Utilizing the ���� Snap Frame. Limits of Use Imtellation Instrudione Approved for use in HVHZ: No '16180. Rl Il INST 6104 4 od( Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes D—hpa Pressure: N/A Evaluation Reports Other: See INST 6184.4 for Deslgn Pressure Ratings, any FL6184 RI AE EVAL 6184 4.qQ additional use limitations, In stella flea Instructions and Created by Independent Third Party: Yes product particulars. (*"See General Note 3 sheet 1 of . Drawing No. FL -6184.4 regarding sidellte protection-) fi 184.5 e. Dislindiun Series Up to X.x 68 Opaque 1 -boughs- Single Dvor with Created by Independent third Party: Yes Sldelltas (0X0) The Sld.11te .-In" Installed U[II z ng ,a. Evaluation Reports Lip The Screw Frame. Limits of Use Installation Instructions Approved for use in HVHZ: No FL6104 Rl It 1117 111111.1.1f Appr.ved for Usa outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistants Yes Created by Independent Third Party: Yes Design Pr .... — N/AEvaluation Reports Other See INST 6184.5 for Design Pressure Ratings, any FL6184 RI AE EVAL 6184,5,!_dr addltlonal use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. ("See General Title 3 sheet 1 of FL # Drawing No. FL -6154.5 regarding sidellte protection•") Evaluation Reports 616M1.6 IrDi-11"BO.E."', Revision Up to 6'0 x 6'8 Opaque Double (XX) Inswing or Outswing CodeVerslan 2007 Flbergloss Door _ Limits of UaeInatallSudan Instructions Approved for ... in HVHZ; No FL6104 Rl N INST 6184.6.pdf Approved for use outside HVHZ; Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant-. Yes Created by Independent Third Party: Yes Design Pro ... mi N/A Evaluation Reports Other: See INST 6184.6 for Design Pressure Rating-, any E161114 R1 AE EVAL 6184 6 oaf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. Approved for nae outside HVHZ: Yes 6104.7 9. Distinction Series Up to 6'0 x.6'U Opaque Fiberglass Double Door -with (419) 298-1740 Accepted Engineering Practice Sidelltes (OXXO) The Sldellte Glazing Installed Utilizing the 5Jaspersen@Utechnologles.us ASTM E1300 Snap Frame. Limits of Usa Arctallutiuo tuatruaions Appruvad for uao in HVHZ; No Appr.vd for use outside IIVIIZ: Yes FL6104 R1 H INST 5184 7 pd( Verleed By: Lyndon F. Schmidt, P.E. 43409 Impost Resistant: Yes Created by Independent third Party: Yes Veafgn Pressure: N/A Evaluation Reports Other: See INST 6184.7 for Design Pressure Ratings, any F1g164 R1 AE EVAL X184 7 udf additional use limitations, installation Instrudlons and dent Third Party: Yes Created b Independent C y P product particulars. (**See General Note 3 sheet 1 of Llmlts of U.. Drawing No. FL -6154.7 regarding sidellte protection-) Approved for us. In HVHZ; YesIF .8838 R1 II INST 06_1Uj 2df Approved for use outside HVHZ: Yes 6184.8 h. Distinction Series Up to 6'0 x 6'0 Opaque Fiberglass Double Door with Design Pre. N/A Rapor Evalua Reports Sldelites (OXXO) The Sidelite Glazing Installed Utilizing the FL6838 Rl AE EO-E84-00-O4.pdf and use limitations n additional , Installation instructions Lip Ute screw Frame. - Limits .f Use Installation Instructions Approved for use in MVt1Zr No FI 6184 Rl II In ;r 6184 8 pdF Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant; Yes Created by Independent Third Party: Yes Design P......: N/A Evaluation Reports Others See INST 6184.8 for De519n Pressure Ratings, any El,@184 R1 AE EVAL 6184 8 odf Addltivnil use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. (*'"See General Note 3 sheet 1 of Approved for us. in HVHZ: Yes Drawing No. FL -6184.8 regarding sldeiite protection**) Approved for use outside HVHZ: Yes eau, ns„1 IhAAJ : ,L,us 1 o f arc',neaaa rkle or, ,a r—aw Coda r C d Sra,,,Prrvr Jpa 90 ukrard 2J99 211)0 r d J a]" . Fe.+ td50) 414 War ya a tl M �J Exterior Doors EMIM Subcategory Swinging Exterior Door Assemblies without Sidelltes - (X, XO or OX, OXO, XX and OXXO BC15 Home { LouN 111.1 Replsfraaen 1 mtToprs 1 5cbmrs 0.lue 1 5o"'I1— 1 uu k"' ,c 1 Fac Staff 1 ecus site Map { res" { Sae,th 1 (I Product esu USER. NWk userr Florida Professional Engineer FL8838 RI II )NST 8833.1.pdf jscd��r A,., .,",Lb�7 duor_t Peel L.on -1 ch, gco� 1 Apgkatien Delay Impact No FL # FL8838-RI Evaluation Reports Application Type Revision Additional use limitations, Installation Instructions and CodeVerslan 2007 Created by Independent Third Party: Yes Application Status Approved 0038.2 Cmmnents 12/31/2011 I Archived i=l, TAS 202 1994 Product Manufacturer Therma-Tru Corporation Limits of Use Address/Phone/Enrall 118 Industrial Drive 5_W.}__K1-1LLN5T 88Al2 oaf Approved for nae outside HVHZ: Yes Edgerton, OH 43517 Standard YsdL (419) 298-1740 Accepted Engineering Practice Z007 5Jaspersen@Utechnologles.us ASTM E1300 Authorized Signature Steve Jasperson ASTM E1300 2004 sjasperson@tti ech nologlas.us TAS 202 Technical Representative Address/Phone/Email Quality Assurance Representative Addre5s/Phone/Email Category Exterior Doors 8838.1 a. "FiberClassic" / "Smooth Star' Subcategory Swinging Exterior Door Assemblies without Sidelltes - (X, XO or OX, OXO, XX and OXXO Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Installation Instructions Florida Professional Engineer FL8838 RI II )NST 8833.1.pdf Approved for use outside HVHZ; Yes Approved Fr Evaluation Report- Hardcopy Received Impact No Florida Engineer or Architect Name who developed Wendell W. Haney Evaluation Reports the EV4IU AN oil Report FL8838 Rl AE_.LQEB4-00-V4.pdf Additional use limitations, Installation Instructions and Florida License PE -54158 Created by Independent Third Party: Yes Quality Assurance Entity National Accreditation and Management Institute 0038.2 Quality Assurance Contract Expiration Date 12/31/2011 I Validated By L.F. Schmidt, P.E. TAS 202 1994 Code Version F. Validation Checklist - Hardcopy Received Limits of Use Certificate of Independence FLOS38 RI COI CERT OF INOEPE NDFNCE.pdf 5_W.}__K1-1LLN5T 88Al2 oaf Approved for nae outside HVHZ: Yes Referenced Standard and Year (of Standard) Standard YsdL Design Pressure: N/A Accepted Engineering Practice Z007 FL8838 jr,l AE EO -E84 -g0 _04 Ddf ASTM E1300 2002 product particulars. (Note - ASTM E1300-02 utilized for ASTM E1300 2004 Mason, OH 45040 TAS 202 1994 Equivalence of Product Standards Certified By Sections tram the Code Product Approval Method Method 1 Option U Date Submitted 06/Z4/20UU Date Validated 07/12/2008 Date Pending FBC Approval 07/18/2008 Date Approved 09/15/2008 Summary of Products - FL If Model, Number cur Name Description 8838.1 a. "FiberClassic" / "Smooth Star' Outswing Insulated Opaque Fiberglass Doors with and ..' without Sidelltes - (X, XO or OX, OXO, XX and OXXO �L - configurations up to 6'8 In height) Limits of Us. Installation Instructions Approved Far use in HVHZ: Yes FL8838 RI II )NST 8833.1.pdf Approved for use outside HVHZ; Yes Approved Verified By: Wendell W. Haney, P.E. 54158 Impact No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 88381 for Design Pressure Ratings, any FL8838 Rl AE_.LQEB4-00-V4.pdf Additional use limitations, Installation Instructions and E1�838 RS AE EVAL 8838 1 udf product particulars. (Note - ASTM E13oo-02 utilized for Created by Independent Third Party: Yes areas Inside the HVHZ) FL1Z441 BLCOI CERT1fl(;A OF INDEPENDENCE.udf 0038.2 "FlnerClasslc" / "Sm ooth5tar' Inswln Insulated Opaque Fiberglass Doors with and 9 I Application Status without Sldelite- - (X, XO or OX, OXO, XX and OXXD TAS 202 1994 Code Version configurations up to 6'8 In height) Limits of Use Installation Instructions Approved for use in HVHZ; Yes 5_W.}__K1-1LLN5T 88Al2 oaf Approved for nae outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54156 Impact Resistant; No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8836.2 for Deslgn Pressure Ratings, any FL8838 jr,l AE EO -E84 -g0 _04 Ddf additional use limitations, Installation instructions and FL9836 RI AE_ty L fl83B.2-udf product particulars. (Note - ASTM E1300-02 utilized for Created by Independent Third Party: Yes areas inside the HVHZ) Mason, OH 45040 8038.3 171tierClassic" / "Smooth5tdr' Outswing Insulated Opaque Fiberglass Doors with and TAS 201 1', without Sidelltes • (X, xO or OX, oxo, xx and OXXO sjaspersonetttechnalogles.us Authorized Signature conOguratlons up to WO In height) Llmlts of U.. Installotlon Instructions Approved for us. In HVHZ; YesIF .8838 R1 II INST 06_1Uj 2df Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Reaist.nt: No Created by Independent Third Party: Yes Design Pre. N/A Rapor Evalua Reports Other_ See INST 8835.3 for Design Pressure Ratings, any FL6838 Rl AE EO-E84-00-O4.pdf and use limitations n additional , Installation instructions •- 5835.3. f tl R AE CV Vd FL883 1 AL product particulars. (Note - n5Tt4 E1300-02 utilized for Created by Independent Third Panty: Yes areas Inslde the HVHZ) _ 84A, 94, 42, 48, 428, 486, 4RST, WINUCODE0 W6 Garaga Door 6838.4 it. "FlberClassiC' / "Sm-thstar' Inswiny Insulated Opaque Fiberglass Doors with and Approved for use in HVHZ; No ELSy Zr_fi2 IJ IOl i48 -L-421 L-421"01 Approved for uve outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 without Sidelltes - (X, XO or OX, OXO, XX and Dxxu Design Pre. or.; +30 PSF/-42 P5F Evaluation Reports Other: The glazing available for this product meets the ELiS125 R2 AE CBPC OB 107ZA,odf eonfguratimrs up to 8'O in height) Limits of Use Installation Instructions Approved for us. in HVHZ: Yes E_Q.1. at II INST 8838.4.odf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Yes Design Prealursn N/A Evaluation R.poits s s I � re Ratio an t 8.4 far Design Presu Other: See INST 863 Ratings, Y g - e - -0TUdf e AE EOE 4 00 FL883 R1 additional Use limitations, Installation Instructions and ELQ@35 R1 AE EVAL 8835 4 vdf product particulars. (Note - ASTM E13o0-02 utilized for Created by Independent Third Party: Yes areas Inside the HVH2) 054 W6-16 PAN -2F153: 73, 75, Steel Pan (min. 25 qct.) Double -Car (9'2" to 16'2" cattle) w #` Exterior Doors m lar ..' Evaluation Report from a Florida Registered Architect or a Licensed �L - Florida Profe55l0 al Engineer UClSHenta 11.o9N 1 U -n Registnaon 1 Hct TOP'cs 1 Suomt Sur9t ,,e 1 slats &Facte { NHkatous 1 FeC Staff 1 Sits Slte Map 1 tofu 1 Smu' 1 0 'I; - Product Approval Da en: NW Use, Lyndon F. Schmidt, P.E. the Evaluation Report $5, 48B, 426, 55S ncdu,Pnrncval Menu a P,...IL+tor8L lI&Irivn=1_h>A ,1,atun L:t,A,Vix lienpna4 Quality Assurance Entity National Accreditation and Management Institute FL # FLIZ441 Validated By Ryan J. King, P.E. Application Type New Certificate of independence FL1Z441 BLCOI CERT1fl(;A OF INDEPENDENCE.udf Code Version 2007 Standard YVax Gary Pfuehler Application Status Approved TAS 202 1994 Code Version Comments FL5675 R2 COI CortI1l;1t1Q1 of Independence of Application Status Approved Archived f!•< Design Pressure: +45/-45 FL5675 R2 (;V_29J9ment on 1RJ%ilgpdence of Product Manufacturer Tll erma-Tru Corporation �q.t T,unilton.ndf Product Manufacturer Address/Pllone/Email I18 1ndustrlal Or lve Address,/Phone/Email 8585 Duke Blvd. ANSI/DASMA 108 Edgerton, ON 43517 Mason, OH 45040 ASTM E330 2002 (419) 298-1740 TAS 201 1994 mwesterfleld@clopay.com sjaspersonetttechnalogles.us Authorized Signature Scott Hamilton Authorized Signature Vivian Wright sha ml It,m4clopa y.com 5675.51 051 W6-09 PAN -21`353: 73, 75, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 84A, 94, 42, 48, 426, 488, 4RST, WINOCODErr) W6 Garaga Dovr with Optional [mpact- rlckwrglrwbld gconsu Itant5.cvm Limits of Use Installation Instructions Technlcal Representative Address/Phone/Email quality P Assurance Representative sentative Address/Phone/Errnl Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Compliance Method Florida Profe55l0 al Engineer RI STEvaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report $5, 48B, 426, 55S Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2011 Validated By Ryan J. King, P.E. Created by Independent Third Party: Nu R, Validation Checkllst - Hardcopy Received Certificate of independence FL1Z441 BLCOI CERT1fl(;A OF INDEPENDENCE.udf 05/21/2028 Referenced Standard and Year (of Standard) Standard YVax Gary Pfuehler 101/I.S.2 1997 Revision TAS 202 1994 Equivalence of Product Standards Certified By Sections from the Code Technical Representative Address/Phone/Small Quality Assurance Representative Address/Phone/Small Category Exterior Uoor5 Date Validated 07/02/2009 139 as 5675.24 Compliance Method I�iii31��+1:A RI Florida Professional Engineer 4RSF, 6R5T, 6RSF, 21i 413, 42, Impact Resistant: No Created by Independent Third Party: Yes Fri Evaluation Report _ Hardcopy Received $5, 48B, 426, 55S Florida Englneer or Architect Name who developed Scott Hamilton SCIS Ham. { wg 4, t User Reg. moon 1 Hot Top 1. Sub,11L Suclar9a 1 Stag 5, a 1 FIW IMM 1 r0C Star 1 ac,s Slt. Map ! LrikS 1 Sea,ch 1 +r Product Approval Approved for use outside HVHZ: Yes Florida license USER' Nut User Created by Independent Third Party: Nu Quality Assurance Entity Hair;;pr eve Fle, ,EL drl� Ay w-I&ALh��T.b,6wr..,,r,USc+ApPIkve1Dstaa Quality Assurance Contract Expiration Date 05/21/2028 FL # FL5675-RZ Gary Pfuehler Application Type Revision IT, Validation Checklist - Hardcopy Received Code Version 2007 FL5675 R2 COI CortI1l;1t1Q1 of Independence of Application Status Approved Gam Pfuehler.Ddf Comments Design Pressure: +45/-45 FL5675 R2 (;V_29J9ment on 1RJ%ilgpdence of Archived` 5675.25 �q.t T,unilton.ndf Product Manufacturer Clopay Building Products Company Standard Address,/Phone/Email 8585 Duke Blvd. ANSI/DASMA 108 20OZ Mason, OH 45040 ASTM E330 2002 (513)770-6062 TAS 201 1994 mwesterfleld@clopay.com TAS 202 Authorized Signature Scott Hamilton TAS 203 1994 sha ml It,m4clopa y.com 5675.51 051 W6-09 PAN -21`353: 73, 75, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) Technical Representative Address/Phone/Small Quality Assurance Representative Address/Phone/Small Category Exterior Uoor5 Date Validated 07/02/2009 Subcategory Sectional Exterior Door Assemblies 5675.24 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed 73, 75, 1500, 190, 76, 76V, 4RST, WINOCODECg WS Garage Door Florida Professional Engineer 4RSF, 6R5T, 6RSF, 21i 413, 42, Impact Resistant: No Created by Independent Third Party: Yes Fri Evaluation Report _ Hardcopy Received $5, 48B, 426, 55S Florida Englneer or Architect Name who developed Scott Hamilton I nataltatlon Instructions the Evaluatlan Report FL5675 R2 Il 102110-Rev14 odf Approved for use outside HVHZ: Yes Florida license PE -63206 Created by Independent Third Party: Nu Quality Assurance Entity lntertek Testing Services NAluc: Ell./Warnock Hersey Quality Assurance Contract Expiration Date 05/21/2028 meet the wind load requirements of the FBC. Two types of Validated By Gary Pfuehler Approved Frame 8, Glazing that DOES meet the Large Missile Impact IT, Validation Checklist - Hardcopy Received a Cyclic Pressure requirements for Wind-borne Debris Certificate of Independence FL5675 R2 COI CortI1l;1t1Q1 of Independence of Va� NOT meet the Impact resistant requirement for WBDR. The Gam Pfuehler.Ddf product w/u glazing DOES comply with the Impact resistant Design Pressure: +45/-45 FL5675 R2 (;V_29J9ment on 1RJ%ilgpdence of EyAllletlon Entity- 5675.25 �q.t T,unilton.ndf (4U%) 723-3300 Ext 334 Referenced Standard and Year (of Standard) Standard Year Evaluation Reports ANSI/DASMA 108 20OZ Approved for use in HVHZ: No ELiU5_H2_II Lg ,e3•Revt t p -df ASTM E330 2002 Design Pressure: +30 PSF/-30 PSF E -Watton Roport. TAS 201 1994 Opt. glazing are available: (1) Opt. Injection Molded Lexan TAS 202 1994 Reglons (WBDR) or (2) Opt. Frame & Glazing that DOES TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Cade Product Approval Method Method 1 Option D Date Submitted 07/01/2009 Date Validated 07/02/2009 Date Pending FBC Approval 07/09/2009 Data Approved 08/11/2009 5675.24 024 W5-09 PAN -2F151: 84A, 94, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 08/11/2009 73, 75, 1500, 190, 76, 76V, 4RST, WINOCODECg WS Garage Door Approved for use in HVHZI No FLI 41 Q NST 12441.1.011,[ 4RSF, 6R5T, 6RSF, 21i 413, 42, Impact Resistant: No Created by Independent Third Party: Yes Design Pro. ure: N/A Evaluation Reports $5, 48B, 426, 55S ­__ Limits of Use I nataltatlon Instructions Approved for use In HVHZ: No FL5675 R2 Il 102110-Rev14 odf Approved for use outside HVHZ: Yes Verified Ely: Mark YVesterfield FL PE 98495 Impsct Resistontr N/A Created by Independent Third Party: Nu Design Pressure: +30 PSF/-32 PSF Evaluation Reports other: All OP73ONAL glazings available for this product FL5675 R2_AE CBPC 081927-A. udf meet the wind load requirements of the FBC. Two types of Created by Independent Third Party: No Opt. glazing are available: (1) Opt. Injection Molded Lexan Approved Frame 8, Glazing that DOES meet the Large Missile Impact Archlved a Cyclic Pressure requirements for Wind-borne Debris Approved for nae in 11VHZ: No Regions (WBDR) or (2) Opt. Frame & Glazing that DOES Florlda Extruders International, Inc. NOT meet the Impact resistant requirement for WBDR. The Address/Phone/Email product w/u glazing DOES comply with the Impact resistant Design Pressure: +45/-45 requirement for WBOR (ref 1609.1.4 FBC). °'anford, FL 32771 5675.25 025 W5-16 PAN -2F153: 84A, 94, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) (4U%) 723-3300 Ext 334 73, 75, 1500, 190, 76, 76V, 4RST, WINDCODE<g WS Garage Door Created by Independent Third Party: 4R5F16RST, 6RSF, 2RST, 48, 42, Evaluation Reports 55, 48B, 426, 555 Limits of Use Inatslletlon Instructions Approved for use in HVHZ: No ELiU5_H2_II Lg ,e3•Revt t p -df Approved for uae outside HVHZ; Yes Verified By: Mark Wustertleld FL PE 48495 Impact Resistant; N/A Created by Independent Third Party: No Design Pressure: +30 PSF/-30 PSF E -Watton Roport. Other: All OPTIONAL giazings available for this product FL5675 R2 AE Cape oe 1027•A.odf meet the wind load requirements of the FBC. Two types of Created by Independent Third Party: No Opt. glazing are available: (1) Opt. Injection Molded Lexan Frame & Glazing that DOES meet the Large Missile Impact & Cyclic Pressure requirements for Wind-borne Debrls Reglons (WBDR) or (2) Opt. Frame & Glazing that DOES NOT meet the impact resistant requirement for WBDR. The product w/o glazing DOES comply with the Impact resistant requirement for WBDR (ref 1609.1.4 FBC). 5675.51 051 W6-09 PAN -21`353: 73, 75, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 84A, 94, 42, 48, 426, 488, 4RST, WINOCODErr) W6 Garaga Dovr with Optional [mpact- 6RST Resistant LiWs Limits of Use Installation Instructions Approved for use In HVHZ: No FL5675 R2 II 101348-A-ReY12: 1Ldf Approved for use outside HVHZ: Yes Verified By: Mark YVesterfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +30 PSF/-42 PSF Evaluallo . Reports other: Solid doors (no glazing) or doors with optional FL5675 R2 AE CJWC.._0k1 74 7=A.EIf Impact -resistant glazing are Impact -resistant (large missile Created by Independent Third Party: No Impact). 5675.52 052 W6-09 PAN -2F353: 73, 75, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) Sanford, FL 32771 84A, 94, 42, 48, 428, 486, 4RST, WINUCODE0 W6 Garaga Door Milestone Series 1000 SH Aluminum Nan -impact Window 6RST __ Limits of Use Installation Instructions Approved for use in HVHZ; No ELSy Zr_fi2 IJ IOl i48 -L-421 L-421"01 Approved for uve outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Reslstant: No Created by Independent Third Party: No Design Pre. or.; +30 PSF/-42 P5F Evaluation Reports Other: The glazing available for this product meets the ELiS125 R2 AE CBPC OB 107ZA,odf windIvad requirements of the building code but DOES NOT Created by Independent Third Party: No meet the inlpad resistant requirement for windburne debris regions. _ 5675.53 053 W6-16 PAN -2F353: 73, 75, Steel Pan (min. 25 ga.) Double•Cor (9'Z" to 16'2" wide) Certification Mark or Listing 04A, 94, 42, 90, 428, 488, 4RST, WINDCODEt� W6 Garage Door with Optional Impact - Ceruficitlon Agency 6R57 Resistant Liles - v Limits of Use Installation Itu tructiona Approved for use in HVH2: No FL5675 R2 II J01539 -A R.vIO ShQ1LPdf Approved for use outside HVHZ: Yes Verified By: Mark WeSterheld FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressura- +37 PSF/-41 PSF Evaluation Reports Other: Solid doors (no glazing) or doors with optional FL5675 R2 AE CBPC 09Q630-9,gdf Impad-reslstant glazing are Impact -resistant (large mlaslle Created by Independent Third Party: No impact). 5675.54 054 W6-16 PAN -2F153: 73, 75, Steel Pan (min. 25 qct.) Double -Car (9'2" to 16'2" cattle) 84A, 94, 42, 48, 428, 488, 4RST, WINDCODE1e7 W6 Garage Door 6RST __ ______ Limits of Use Installation Instructions Approved for use in HVHZ- No FI 5075 R7 11 101539.13-R v10 -Short pdf Approved for .- outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant; No Created by independentendnnt Thud Patty:: No Design Praeauro: +37 PSF/•41 PSF Evaluation Rcparta glazing available for thls product meets the FL5675 R2 AE CBPC 090630-A.adf OThe wind lead requlrement5 of the building code but DOES NOF Created by ldependent'fhhd Party: flu meet the Impact reSlstant requirement for windborne debris regions. Product Approval Method Method 1 Option U Date Submitted 04/17/2009 Date Validated 07/05/ZQ09 Date Pending FBC Approval 07/15/2009 Date Approved 4„aa+mary of Products 08/11/2009 FL # or Name Description Model, number P __ _ _ ______ A 12441.1 Fibu, lass Sln le D nor with Transom A. "Fiber Classic', 'Smovth5tar', 3'0 x 6'8 Opaque J g - "CIasSlcCraR" or ClasslcCratt (O/X) _ Inswing or Outswing 1i SIaL&Fxls Pu Wcatlo { sw, lsvnnaran 1 ! RU50," Series Limits of Use Installatiuu Instructions Approved for use in HVHZI No FLI 41 Q NST 12441.1.011,[ Approved for use outside HVHZ: Yes VerIl By: Lyndon F. schnddt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pro. ure: N/A Evaluation Reports Other: See INST 12441.1 for Design Pressure Ratings, FL12441 RO aE _EVAL 12441.1,Rdt any additional use limitations, Installation Instrudlons and Created by Independent Third Party: Yes product particulars. 12441.2 b. "FlberClasslc'", "Smooth5tar", 3'0 x 6'8 Opaque Fiberglass Single Door with Sidelltes and FL9262-R1 "ClaosicCraft" or "ClassicCraft Transom (O/OXO) - Inswing or Outswing Application Type Rustic' Series - _ Limit. of Use Installation instructions Approval for use in HVHZ: No EL 12441 RO II INST 12441 2.pdt Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant; No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 12441.2 for Design Pressure Ratings, FL12441 RO AE EVAL 12441.2.pgf any Additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. �'J ,ed orcomalaus)(Irfasa a a— Cate A Description a =" 1,7"I", Milestone Series 1000 SH Aluminum Non-lmpect Window - acts Hume { wqm I Usor Rr9nuaLa. Hot man: 1i SIaL&Fxls Pu Wcatlo { sw, lsvnnaran 1 ! 1 FBC Stair { UM Stell P I UIJks 1 5oaich { Product Approval FL2Z6Z KJ_C_CAC 279.1Z3CAR.pdf Approved far use outside HVHZ: Yes USER: Pwlk User Impact Resistant; No ,ch � tll,na;oarUll+Appial'wn alai P cJYst EPIl9kel Mp : F Yp15 G 9I C.'i:ISEt_ _'t'i.^. SII' Cll l"YC ._J_.S + APPIk.tbn Dalail Other: 1) H-LC55 53x84 (KCI CAR 279-123) 2) FL If FL9262-R1 Verified By: Robert J. Amoroso, Y.E. FL PE No. 49752 Application Type ArOrmation High Velocity Hurricane Zones (Broward and Bade Code Version 2007 Created by Independent Third Party: Application Status Approved Mllestcn. Series 1000 SH Aluminum Non -Impact Window comments Approved with Std -Sill Archlved a, Approved for nae in 11VHZ: No Product Manufacturer Florlda Extruders International, Inc. Qumance Comtract ExpirationDute As4 Address/Phone/Email 2540 Jewett Lane Design Pressure: +45/-45 Lrstallation Instructions °'anford, FL 32771 FL9_46Z-91—[La.l—FLEX20300 NoJ11r11pest_(I15td UI ywgs,pdf MILESTONE Series 1000 Non -Impact Resistant Aluminum (4U%) 723-3300 Ext 334 Single Hung Whldows have not been evaluated for use in Created by Independent Third Party: jhokeQfloridaextruders.com Evaluation Reports Authorizud Signature RobertAmoroso 9262.3 Milestone Series 1000 SH ramuruw.peyflorldaextruder5.wrn San(urd, FL 32771 Technlcal Raprosentativu RuUert J.Arnorusu . Limit. of Use J Address/Phone/Small 254U Jewett Line FL9Z62 R1 C CAC 279•IZ5CAR,RSf Approved far nae outside HVHZ: Yas Snaford, FL 32828 Impact Resistant: No Certification Mark or Usting (4U7) 323-37VU Installation Instruction. OHren. 1) H-LC45 53x84 (KCI CAR 279-125) 2) ramorusu.Pe ofluridaexlruders.cunl MILESTONE Serle- 1000 Non -Impact Resistant Aluminum Quality Assurance Relnesunlative Kirby Dsteen Created by Independent Third Party: Addles-/Phony/Enrall 2540 Jewett Lane Counties). Created by Independent Third Party: Sanford, FL 32771 Mllestene 5erles 1000 SH Milestone Series 1000 SH Aluminum Nan -impact Window (•1V7) 323-3Jmo with Std -Sill rronoruso. pett'florlduvxtruders.cam Certification Agency Certificate Category Windows Approved fur use outside IIVIIZ: Yes Subcategory single Hung Compliance Method Certification Mark or Listing Otho. 1) H-LC45* 53022 (KCI CAR 279-15/) 2) Ceruficitlon Agency Keyslwla CCrtlfoatlorC, Inc. Verified By: Robert J. Awruso, P.E. FL PE No. 49752 Validated By Created by Independent' Third Party: Referenced Standard and year (of Standard) yla..dard Ylal: AAMA/WOMA/CSA 101/1-S.2/A440 2005 Equivalence of Product Standards Certified By Fir, I artium that there are no changes in the new Florida Building Code which affect my product(-) and my pruduct(5) are In cornpllance with the new Florida Building Cade. Documentation from approved Evaluation or Validation Entity 0 Yes (I No QN/A Method 1 Product Approval Method Option A Date submitted 05/U9/2008 Date validated 05/09/2008 Date Pending FUC Approval Date Approved 05/12/2008 FL # Model, Number or Name Description 9262.1 Milestone 5erle3 1000 SH Milestone Series 1000 SH Aluminum Non-lmpect Window { Wit 5, 1 Q-1ten with HI -Sill ^ YA Limit. of Use Certification Agency Certificate Approved for use in HVHZI Np FL2Z6Z KJ_C_CAC 279.1Z3CAR.pdf Approved far use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant; No ,ch � tll,na;oarUll+Appial'wn alai Design Pressure: +55/•55Installation Instructions Other: 1) H-LC55 53x84 (KCI CAR 279-123) 2) FL9262 Rl_II $H FLEX20100 Nonlmpad InStallDwgs.pol MILESTONE Series 1000 Non -Impact Resistant Aluminum Verified By: Robert J. Amoroso, Y.E. FL PE No. 49752 Single Hung Windows have not been evaluated for use In Created by Independent Third Party: High Velocity Hurricane Zones (Broward and Bade Evaluation Reports Counties). 11 Created by Independent Third Party: 9262.2 MllaAQne Series IQUU 5H Mllestcn. Series 1000 SH Aluminum Non -Impact Window 1 Approved with Std -Sill Limila of Use Certification Agency Certificate Approved for nae in 11VHZ: No 262 R1 C CAC _Z,Z9-124-C vdf FL9ality Approved for use outside HVHZ: Yes Qumance Comtract ExpirationDute As4 Impact Resistant: No Jhoke0Tlorldaoxtruder5.com Design Pressure: +45/-45 Lrstallation Instructions Othan 1) H•LC45 53.84 (KCI CAR 279-124) 2) FL9_46Z-91—[La.l—FLEX20300 NoJ11r11pest_(I15td UI ywgs,pdf MILESTONE Series 1000 Non -Impact Resistant Aluminum Verified By: Robert J. Amoroso, P.E. FL PE No. 49752 Single Hung Whldows have not been evaluated for use in Created by Independent Third Party: High Velocity Hurricane Zone; (Broward and Dade Evaluation Reports Counties) Created by Independent Third Party: 9262.3 Milestone Series 1000 SH Mllestene Series 1000 SH Aluminum Non-bnpuct Window San(urd, FL 32771 p with Std -SI II or HI -5111 with IG Glazing . Limit. of Use J Certification Agency Certificate Approved for us. in HVHZ: No FL9Z62 R1 C CAC 279•IZ5CAR,RSf Approved far nae outside HVHZ: Yas x Quality Assurance Contract E airetian Date Impact Resistant: No Certification Mark or Usting Design Pro—.,.; ,45/•45 Installation Instruction. OHren. 1) H-LC45 53x84 (KCI CAR 279-125) 2) EL92fi2-.RL_1L i1 FL97XZO100J'141tURRad_Inste(IRw9Y,pAf MILESTONE Serle- 1000 Non -Impact Resistant Aluminum Verified By: Robert J. Amoroso, P.E. FL PE No. 49752 Single Hung Windows have not been evaluated for use In Created by Independent Third Party: High Velocity Hurricane Zones (Broward and Dade Evaluation Reports Counties). Created by Independent Third Party: 9262.4 Mllestene 5erles 1000 SH Milestone Series 1000 SH Aluminum Nan -impact Window Sanford, FL 32771 with Std -Sill Limit. of Usa Certification Agency Certificate - No Approved for use In HVHZ. ppro 9- R CA- 7 1 7 A FL9252 R1 C C 2 C_, _ �--�- Rif Approved fur use outside IIVIIZ: Yes Quality Assurance Contract Expiration Date I ... pact Resistant: No Design Pressures: +45/-45 Installation Instructions Otho. 1) H-LC45* 53022 (KCI CAR 279-15/) 2) 5H Fl Fx2U IOU Non InSa IIDWas oa 492 2_ L ll U a4L MILESTONE Serra 1000 Nan -Impact Resistant Aluminum Verified By: Robert J. Awruso, P.E. FL PE No. 49752 Single Hung Windows have not been evaluated for use In Created by Independent' Third Party: Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.5.2/A440 2005 ANSI/AAMA/NWWDA IOI/I.S. 2 1997 Equivalence of Product Standards Certified by Product Approval Method Method 1 option A 11 = W . I r, { Wit 5, 1 Q-1ten Hut T9Pkc { S ,InI,a 1 swl,aFnar* 1 Flbi: itis 1 FocsWa 1 rKl55ii Map I turas t ae,w I. uct5il-'. ,,b 1 Iecs Product Approval 1 5W....L3uclurge 1 SL.U:&Fat, { PuWtaL'iala 11atR. Vic Uae, oal 47•� Product Appry `_,"121' re r.,+h1 n aPvd C h.-I"arl,n ,ch � tll,na;oarUll+Appial'wn alai FL # FL8409-R2 Application Types Revision Code Version 2007 Application Status Approved Comments Application type Archlved If Pi uduct Manufacturer Florida Extruders International, Inc. Address/Phone/Emall 2540 Jewett Lane Approved Sanford, FL 32771 Comments (4U7) 323-3300 Ext 334 Limit. of Use Certification Agency Certificate J poke@T.6daextruders.com Authorized 1319nature Jim Fluke Product Manufacturer Jhoke0Tlorldaoxtruder5.com Technical Represen Wtivo Jim Hoke Address/Phone/Ennul 2540 Jewett Lane 9242.4 Sanford, FL'32771 Other: SGD-C45 14]x96 XXO (KCI CAR 279-425) (407) 323-33UO Ext 334 (407) 323-3300 Ext 334 jhoke6Jmifurldaextrudar5.com Assurance Representatly. Bob Jones2ualit Address/Phone/ Enra l l 54 Jewett Lane Z V Robert Amoroso San(urd, FL 32771 p (4U7) 3ZJ•JJUU Ext 334 aL bjotiq-, flurldaext,Ld.r-.coni Category Ii4erlcr Doors Subcategory SIIOIuq Exterior Door A55emblla5 Compliance Method Certification Mark or Usting Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE Validation Checklist- Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.5.2/A440 2005 ANSI/AAMA/NWWDA IOI/I.S. 2 1997 Equivalence of Product Standards Certified by Product Approval Method Method 1 option A 11 Modal, Numlad or Nenw Dmcriptlan _ 9242.1 It Date Pending FBC Approval =IN Limits of Use Certification Agency C•rtlficate, Apar lived far use in HVHZ: No EL9'7.42 R3 C (�iC_ZZ'L•13LC?R Els Holm { Wul1I I U'o'IW9l,troUun { livl rcpt: 1 5W....L3uclurge 1 SL.U:&Fat, { PuWtaL'iala 1 fM( WR { OCu5ta'4.P { L k. I Sea,ch { oal 47•� Product Appry Mllestune 5erle5 4000 Rectangular & Shaped Designer Verified By: Robert J. Amoroso, P.E. FL PE No. 49752 Fixed Aluminum Non -Impact Windows have not been Created by Independent Third Party: USnr: P W Ik U (Steward and Dade Counties). Created by [.dependent 7hlyd Party: 9242.2 P'_oJyS[lYp19Y4lMAL- FJJSISit or_ppl:.W xa_<I,.>- Visa¢IU.Lbt I Aplautwn Derail Albano un. Non -Impact Windows FL # FL9242-R1 Approved far use outside HVHZ: Yes Quality AswranGe Contract Expiration Date Application type Affirmation Other. 1) FW-HC45* 73x37 (KCI CAR 279.150) 2) R.9242_Rl lI F FLE 220100 NQuImpact F Instal lDwOs.pdf Code Version 2UU7 evaluated for use In High Velocity Hurricane Zones Evaluation Reports Application Status Approved Series 1000 Fixed Milestone _5erle3 1000 Reclangular & Shaped Designer Fixed Comments Aluminum Non -Impact Windows Limit. of Use Certification Agency Certificate Archived in Impact Resistant: No Product Manufacturer Florida Extruders Intenlatlonal, Inc. Milestone Series 1000 Rectangular & Shaped Designer Verified By: Robert J. Amoruso, N.E. FL PE No. 4975Z Address/Phone/Emall 2540 Jewett Lane (Broward and Dade Counties). Created by Independent Third Party: 9242.4 Sanford, FL32771 Other: SGD-C45 14]x96 XXO (KCI CAR 279-425) Aluminum Nuu-bnpact Wlndows (407) 323-3300 Ext 334 Approved for Uae In IIVHZ: No FL9242 til C CAC 279-151CAR pd( Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data jhoke@Noridaextruders. com Design Preesur.: +70 -70 installation In strul,U,as D / Authorized Signature Robert Amoroso FLU409 TZ AE Product Evaluation Report No. 1455 FEI p ramoru w. peg@f I or id4extr uder5.cam aL Technical Representative Robert J. Amoroso AddreWl"Tione/Email 2540 Jewett Lane Snaford, FL 32828 (D '`v E_ (407)323-3300 ramortl @8uridaextruders.com 0 Quality Assurance Representative Kirby Os[een Address/Phone/Email 2540 Jewett Lane 0 V) . Sanford, FL 32771 Q�L (407) 323-3300 ramoru so. pelf lorldaextrude rs.co m (f) Category Windows Subcategory Fixed Campllmrca Method Certification Mal k or LL•llu9 Certification Agency Keystone Certifications, Inc. Validated By Referenced Standard and Year (of Standard) Standard Ilial AAMA/WDMA/CSA 101/1.5.2/A440 2005 Equivalence of Product Standards Certified By ..I affirm that there are no changes In the new Florida Building Code which affect my product(s) and my produd(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity rfrycs ONO 41 N/A Method 1 Product Approval Method Option A Date Submitted 05/19/2008 Data Validated 05/19/2UUu Date Pending FOC Approval Date Approved 05/22/2008 Summary of Products Go to P...1 !(1) 0O page 1/200 FL # Modal, Numlad or Nenw Dmcriptlan _ 9242.1 Mllestun. 5erles IUUU Fixed Mllestune Series 1000 Rectangular & Shaped Dv5i9ner Fixed Date Pending FBC Approval Alurninum Non -Impact Wlnduw5 Limits of Use Certification Agency C•rtlficate, Apar lived far use in HVHZ: No EL9'7.42 R3 C (�iC_ZZ'L•13LC?R Approved for use outside HVHZ: Yes Quality Assurance Contract Explratlon Vete Impact Ra.istaut: No Dosigo P......: +70/-70 Inatellation Instruction. Other. 1) FW-HC70 73x73 (KCI CAR 279.147) 2) 111.92-42_Rl_ILFELEX29,1U0_NonittlpSct E-111+tallDw9$.pdf Mllestune 5erle5 4000 Rectangular & Shaped Designer Verified By: Robert J. Amoroso, P.E. FL PE No. 49752 Fixed Aluminum Non -Impact Windows have not been Created by Independent Third Party: evaluated fur use In High Velocity Hurricane Zones Evaluation Reports (Steward and Dade Counties). Created by [.dependent 7hlyd Party: 9242.2 Milestone Series IUUU Fixed Milestone Series 1000 Rectangular & Shaped Designer Fixed .{ter Albano un. Non -Impact Windows halts all Us• Certification Agency Certificate Approved for use In IIVNZ: No LUWZ_ KI_j CAC 279-15QQAB,P'gf Approved far use outside HVHZ: Yes Quality AswranGe Contract Expiration Date Impact Rest. .in No Design Praaslaa +45/-45 Irotallatian Instructions Other. 1) FW-HC45* 73x37 (KCI CAR 279.150) 2) R.9242_Rl lI F FLE 220100 NQuImpact F Instal lDwOs.pdf Milestone Serres 1000 Rectangular & Shaped Designer Verified By: Robert J. AmoruSo, P.E. FL PE No. 49752 Fixed Aluminum Non -Impact Windows have not been Created by Independent Third Party: evaluated for use In High Velocity Hurricane Zones Evaluation Reports (Froward and Dade Counties). created by Independent Third Party: 9242.3Milestone Series 1000 Fixed Milestone _5erle3 1000 Reclangular & Shaped Designer Fixed Milestone Series 1000 Sliding Glass Aluminum Non -Impact Aluminum Non -Impact Windows Limit. of Use Certification Agency Certificate Approved for use in HVHZ: No FL9242 KI C rar 279-192CAR udf Approved for use oublde HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Design Preesuror +35/•35 Irtatallation Instructions Other. I) FW-HOS* 7307 (KCI CAR 279-192) 2) FL9242 KI II F FLEXZQ1O0 rl,ndmpad F InstallDwg,gdf Milestone Series 1000 Rectangular & Shaped Designer Verified By: Robert J. Amoruso, N.E. FL PE No. 4975Z Fixed Aluminum Non -Impact windows have not been Created by Independent Third Party: evaluated for use In High velocity Hurricane Zones Evaluation Reports (Broward and Dade Counties). Created by Independent Third Party: 9242.4 Mil.stune Series IUUU Fixed Milestone Series IUUU Rectangular & Shaped Ueslgner Fixed Other: SGD-C45 14]x96 XXO (KCI CAR 279-425) Aluminum Nuu-bnpact Wlndows Certification A a c Cortificato CertIFl Limib of Use g + Y Approved for Uae In IIVHZ: No FL9242 til C CAC 279-151CAR pd( Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: No Design Preesur.: +70 -70 installation In strul,U,as D / Other. 1) FW -H C70* 73x37 (KCI CAR 279-151) Z) FL9242_R1 Z F FLEX20300_Nonlmpact F Instalmwus.Pur Milestone Series 1000 Rectangular & Shaped Designer verified By: Robert 1. Amoroso, P.E. FL PE No. 49752 Data Suixnitled 07/08/2009 Date Validated 07/08/2009 Date Pending FBC Approval 07/14/2009 Date Approved 08/11/2009 Summery of Product FL8409 R2 C CAC 2z9-424CP.R.udf FL Ar Model, Number or Name O..cdptlon 8409.1 Mllestona 5erles 1000 SlldlnQ Milestone Series 1000 sliding Glass Aluminum Nan -Impact Glass Door Doors std -sill and HI -5111 Limits of Use Certification Agency Certificate Approved for us. in HVHZ: No FL8409 R2 C CAC 2z9-424CP.R.udf oved for use outside HVHZ: Yes Apprac Quality Assurance contract Expiration Date Im t Resistant: No P 11/29/2010 Design Proaaurel +40/•40 hastallatlon Instructions Others SGD•C4U 19Ux96 XXXX (KCI CAR 279-424) FL0409 94-ILSeries1000 NonILIP51LLEI.Fx24110-11.12 P11f .{ter Verified By: Robert J. Anwmw, PE FL PE Na. 49752 - Created by Independent Third Party: Yes �F Evaluation Report. FLd409 R2 AE ProductEvaluatlan ReRglt_ BJ 1455 FEI FLB4Ui RO wPE..df 0 Created by Independent Third Party: Yes 8409:2 - Milestone Series 1000 Sliding Milestone Series 1000 Sliding Glass Aluminum Non -Impact Glass Door Doors Std Slil and Hi 5111 Limit. o(Use Certification Agency Certificate Appruvad for use in HVt1ZI No Ell4rL_:9 R2 (LC C 279-42""' V9f Approved for use ..told. HVHZ; Yes Quality Assurance Contract Expiration Data impact Raslsta at: No ()2/07/2011 Vasty. P.......1 +45/-45 Installation Instructions Other: SGD-C45 14]x96 XXO (KCI CAR 279-425) FL8409 R2 11 S9r1^slgn0 No Il TrUiCt FLFxP41UJ•11. 12 oaf Verified By: Robert J. Amoroso, PE FL PE No. 49752 Q) Created by Independent Third Party: Yes U O Evaluation Reports FLU409 TZ AE Product Evaluation Report No. 1455 FEI p FL8409 RO WPE.p(1( aL Created by Independent Third Party: Yes KE -tut i�l Yln cop d—utorconlmu�y Amex, J'Wes oWtag code'Lara eaaex eod:aa,.iaeaa .f--+ N = V)^ _ v V l .{ter 70 ( ) O �F Q) = 0 Q O = \ V —0 `— '^1O . � U -i (f) (D Q) 7C) U O -0-0 = p aL Qct OC-)= O (D '`v E_ — 0 0 V) . (DL Q�L o- . E_ (f) E Z Z LU J M G W C Q Z Z Q J 0 - l^�' `7 W 0 " Cl 0- 4--i 0— a) co SHEET N0, PA 1.1 R613.7 Equivalence of Product Standards Certified By Sections from the Code 2004 6T..I affirm that there are no changes In the new Florida Brdlding Code which affect my product(s) and my product(s) are In compliance with the new Fto, Ida Building Code. Documentation from approved Evaluation or Validation Entity (? Yes e No O N/A Product Approval Method Method 1 Optmn D Date Submitted 05/20/2008 Date Validated 05/20/1008 Date Pending FBC Approval Date Appruved 06/05/2008 Summary of sr`s s It 40 40 Page 1/ 2 A O f # b. tl 1 1 W12; 3136.1 No. FE5700, Flange Tube Mullion . g)Iy�ifllaJ:W� ecrifiarne Log In U:er RNeoetbn i Hl trcpka SuGlm['_Lrdn )c St.0 rxts I hGlcariora ret sr,a { UC I55te Map E U.i.a I Scotch l "n Product Approval F -L3.136 "__IL Fulllon Install -E13136 6-06 Ddi Ulm: Publb user Verified By: Wayne A. Block, P.E. PE - 52583 Produce Au nLoval Menu> P-ry.N:C9Lf`PPlicoWn Search> Ppl21r+a1 urs V.l+Apprkatlun tNtall FL # FL3136-R3 Application Type Affirmation Code Verslon 2007 Application Status Approved Comments 3136.2 No. FE5701, Flange Tube Mullion Archived 17 Product Manufacturer Florida Extruders International, Inc. Add ress/PhonWEmail 2540 Jewett Lane Verlfled By: Wayne A. Block, P.E. PE - 52583 Sanford, FL 32771 Ci sated by Indvpendent Third Party: (407)323-3300 Ext 334 Evaluation Reports ]hokeC:vflorldaeatruders.com Authorized Signature Robert Arnoruso FL3136_IiJ_AE KCf_QALicensee.Udf ramoruso.pe@floridaextruders.wm Technical Representative Robert J. Amoruso AddreWPhone/Email 2540 Jewett Lane Installation Instructlons Snaford, FL 32828 FL3136_R3_]I_Mullipo_lnstall_EL313§ 6-06 pdf (407)323-3300 Verified By! Wayne A. Black, P.E. PE - 52583 rernvruso,pe Qflorldaextruders.cam Quality Assurance Representative Lor] Phillips Address/Phone/Email Florida Extruders Int'I, Inc. Fi,3136_RJ A[ FEIIQDz-R_ev2-ER Mulilons.pdf 2540 Jewett Lane FL313G_R3_A_k CI_ ALlcer5,de,pdf Sanford, FL 32771 Created by Independent Third Party: (407)323.3300 1" x 2_7/16" x 3/0' (front/back) x 1/8" (side) Iphl I@floridaextr uders.ccrri Category Windows Subcategory Mullions Compliance Method Evaluation Report Train a Florida Registered Architect or a Verified By: Wayne A. Block, P.E. PE - 52583 Licensed Florida Professional Engineer Created by Independent Third Party: (m: Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Wayne A. Block, Ph.D., P.E. developed the Evaluation Report Drawings for UP. 2) See Mullion Product Evaluation Report Florida Llcen5e PE -52583 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date Limit. of Use Validated By L.F. Schmidt, P.E. FL31.i6_R3 lI Mulllon Install FL313__v 6.06.pdf - --- IT Validation Checklist - Hardcopy Received Certificate of independence EL3IMLK.t COI CVN Mulllons pdf Referenced Standard and Year (of Standard) stand.+rd ymm Evaluation Reports 1714.5.5 2004 FL3136 R3_A�_FEII00Z-Rev2_ER Mulllon-$,pdf ASFM E1886 2002 FL3136 R3 AE KCI QALicyn5yu pdf ASTM E1996 2002 Created by Independent Third Party: ASTM E330 2002 R613.7 Equivalence of Product Standards Certified By Sections from the Code 2004 6T..I affirm that there are no changes In the new Florida Brdlding Code which affect my product(s) and my product(s) are In compliance with the new Fto, Ida Building Code. Documentation from approved Evaluation or Validation Entity (? Yes e No O N/A Product Approval Method Method 1 Optmn D Date Submitted 05/20/2008 Date Validated 05/20/1008 Date Pending FBC Approval Date Appruved 06/05/2008 Summary of ct I t -a st uctio e, Installation In r �Products F Go to Page I 0 40 40 Page 1/ 2 A O FL # ..del, Number or Nemo Description 3136.1 No. FE5700, Flange Tube Mullion 1" x 2" x 1/8" Limits of Uso Installation Instructions Approved for use in 11- i No F -L3.136 "__IL Fulllon Install -E13136 6-06 Ddi Approved for use outside HVHZ. Yes Verified By: Wayne A. Block, P.E. PE - 52583 Impact Resistant: Ne Created by Independent Third Party: Design Prassura. NIA Evaluation Reports Othan 1) Sue Installation Instructlons/Deslyn Pt-suro FLJJJG R3 AE FEII002-Rv,R Mulllons.pdf Drawings for DP. 2) Sae Mullion Product Evaluation Report FL7136 R3_AE KCI OALlc—a u,P51I for complete list of Limitations and Conditions of Use. Created by Independent Third Party: 3136.2 No. FE5701, Flange Tube Mullion 1" x 2" x 3/8" (front/back) x 1/8" (side) Limit. of Usc Installation Ine tructiwto Approved for uae in HVHZ: No FL3136_R7 II Mulllon_IOitall FL3136_G-QG•PX Approved for use outside HVHZ. Yes Verlfled By: Wayne A. Block, P.E. PE - 52583 Impact Resistant; No Ci sated by Indvpendent Third Party: Design Pressure,; NIA Evaluation Reports Other: 1) See Installation Instructions/Design Pressure FL3136 R3 AE FEI1002-Rev2-ER Mouton df Drawings for DP. 2) See Mullion Product Evaluation Report FL3136_IiJ_AE KCf_QALicensee.Udf for complete list of Umitations and Conditions of Use. Created by Independent Third Party: 3136.3 No. FE5702, Flange Tube Mullion 1" x 2.7116" x 1/8" Limit. of Us. Installation Instructlons Approved for use In HVHZ: No FL3136_R3_]I_Mullipo_lnstall_EL313§ 6-06 pdf Approved for use outside HVHZ: Yes Verified By! Wayne A. Black, P.E. PE - 52583 Impact Resistant: No Created by Independent Third Party: Design Pi- ossare; NIA Evaluation Reports Other: 1) See Installation Instructions/Design Pressure Fi,3136_RJ A[ FEIIQDz-R_ev2-ER Mulilons.pdf Drawings for Dp. 2) See Mullion Product Evaluation Report FL313G_R3_A_k CI_ ALlcer5,de,pdf for Complete list of Limitations and Conditions of Use. Created by Independent Third Party: 3136.4 No. FE5703, Flange Tube mullion 1" x 2_7/16" x 3/0' (front/back) x 1/8" (side) Design Pr......: N/A Evaluation Reports Limit. of Use Installation Instructions Approved for use in HVHZ: No FL313G_KJ_1I_Mulhon Install_Fa,3136 6-06.pcif Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52583 Impact Resistant; No Created by Independent Third Party: Design Preseura: NIA Evaluation Reports Other: 1) See Installation Instructlons/Deslgn Pressure J,.3136_R3_AE FFt1002-Rev2-ER_Mulilons odf Drawings for UP. 2) See Mullion Product Evaluation Report FL3136 R3 AE KCI QALICen See.Ddf for complete list of Limitations and Conditions of Use. Created by Independent Third Party: i 3136.5 No. FE5704, Flange Tube Mullion VVI" x 4" x 1/8" Limit. of Use Installation Irish uctintrs Approval for use in HVHZ: No FL31.i6_R3 lI Mulllon Install FL313__v 6.06.pdf - --- Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52583 Impact R.sistentr No Created by Independent Third Party: Design Pressure; N/A Evaluation Reports Other: 1) See Installation Instructlons/Deslgn Pressure FL3136 R3_A�_FEII00Z-Rev2_ER Mulllon-$,pdf Drawings for DP. 2) See Mullion Product Evaluation Report FL3136 R3 AE KCI QALicyn5yu pdf for complete list of Limitations and Conditions of Use. Created by Independent Third Party: 3136.6 No. FE5705_Flange Tube Mullion 1" x 4" x 3/8" (front/back) x 118" (side) Limit. of Use, - �Iniltailmmn Instructions Approved for use in HVNZ: No FI 3136 R3 It Mg]IIR.nInstall FL3136 5-U6.pdf Approved for use outside HVHZ; Yes Verified By: Wayne A. Block, P.E. PE - 52583 Impact Resistant: Yes Created by Independent Third Party: Design Pressure; MIA Evaluation Reports Other: 1) See Installation InstructlQrs/Design Pressure FC3136 R3 AE FEII002-Rev2•ER Mullions.pdf Drawings for DP. 2) Sea Mullion Product Evaluation Report FL3136_R3_AE_LiSL2Llcernea.0df for complete list of Umltatlons and Conditions of Use. Created by Independent Third Party: 3136.7 No. FE5706, External clip External clip for 1x tube mullion Limit. of Use Installation Instructlons Approved for use In HVHZ; No FL3136 R3 it Mulllon_InStall FL3136 6.06 pelf Approved for use outside HVHZ. Yes Verified By: Wayne A. Block, P.E. PE - 52583 Impact Resistant: Yes Created by Independent Third Party: Design Pressure; NIA Evaluation Reports Other: 1) See Installation Instructions/Design Pressure FL3136 R3 AE FEII002-Rev2-ER Mullions•pdf_ Drawings for DP. 2) See Mullion Product Evaluation Report FL'3136 R3_AE KCIALicensee.pdf for complete Ilse of Limitations and Conditions of Use. Created by Independent Third Party: 3136.6 No. FE5707, Internal clip Internal clip for Ix tube mullion Limits of Use Installation Instructlons Approved for use in HVHZ: No FL3136 R3 It anion Install FL3136 6-O6.pdf Approved for use outside HVHZ: Yes Verified By: Wayne A. Black, P.E. PE . 52583 Impact Resistant; Yes Created by Independent Third Party: Design Pressure; NIA Evaluation Reports Other: 1) See Installation Instructions/Deslgn Pressure FL"3.136 R3 AE FEIIoU2-Rev2-ER MulliQns,pdt Drawings for UP. 2) See Mullion Product Evaluation Report FL3136 123 AE_KCL QALlcensee,pdf for complete list of Llmltation5 and COWIR10115 of Use Created by Independent Third Party: 3136.9 No. FE57U8, External clip External clip for Zx tube mulllon Limit. of Use ---� Installation 1lratiucben4 Approvod for use in HVHZ: No fL3135 R3_II Multivn_Instah_F L3136 6-06.pf Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52563 Impact Resistant: Yes Created by Independent Third Party: , Dmign Presaulot NIA Evaluation Reports Other: 1) See Installation Instructions/Design Pressure FL3136 R3 AE_EE1I042-Rev2-ER Mulllons odf Drawings for UP. 2) See Mullion Product Evaluation Report 1`0136 R3 AE KCI OALken See.pdf for complete list of Lmltatlons and Conditions of Use. Created by Independent Third Party: 3136,10 No. FE5709, Fin Tube Mullion 1" x 2" x 1/8" LI It. of Use Installation Instlucticns Approved for use in HVHZ; No FLjLLFz.. Ll ---O Install FL3136 Q&§.p t Approved for use outside HVIIZ: Yes Verified By: Wayne A. Block, P.E. PE - 52583 Impact Resistant; No Created by Independent Third Party: Ucllgn Pressure; NIA Evaluation Reports Other, 1) See Installation Instructlons/Deslgn Pressure ELii%G_.133_A�FEIi49.Z=i�4YZcE(i„�7ollIRllS.pQI Drawings for DP. 2) Sue Mullion Product Evaluation Report FL3136 R3 AE KCL_QAL&soja e odf for complete list of Limitations and Condltlons of Use. Cleated Uy Independent Third Party: 3136,11 No. FE5710, Fin Tube Mullion 1" x 2" x 3/8" (front/back) x 1/6" (side) 't. U Lrmt of se ct I t -a st uctio e, Installation In r Approved fur use in HVHZ: No FL3136_R3 II Mullipn_Install_FI,3176 6-06_pdf App,.e.d far use uutside HVHZ; Yes Verified By: Wayne A. Block, P.E. PE • 92583 Impact Resistant: No Created byIndependent Third Party: Design Priesura• MIA Evaluation Reports 1) See Installation Instructions/DesIgo Pressure FL3136 R3 AE _FEII t.2 -Rev2-Eft Mulllons. df _Other: Drawings for DP. 2) See Mullion Product Evaluation Report F.L3I36 R3 AE KCI QALlcen5ee,pol for complete list of Umltatlons and Conditions of Use. Created by Independent Third Party: 3136,12 No. 1E5711, Fin Tube Mullion I, 2.7/16" x III Limit. of Use Installation Instructions Approved for use in HVHZ: No FL3136 R3 lI Mullion I -.stall FL3136 6_06ydf Approved for uae outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52503 Impact Resistant: No Created by Independent Third Party: Uceliga Presaure: N/A Evaluation Reports Other: 1) See Installation Instructions/Design Pressure FL3136 R3 AE fEI(QQ7,_BgYZ _E_ri Mulllon__edf Drawings for DP. 2) See Mullion Product Evaluation Report FL313G_R3_AE_K�j QALlcensee.�df for complete list of Umitatlons and Conditions of Use. Created by Independent Ttllyd Party: 3136.13 to, FE5712, Fin Tube Mullion 1" x 2-7/16" x 3/8'_(front/back) x 1/8" Limit. of Use �- - Installation Instructions Approved for use in HVHZ: NV FL311k. R3 II Mullion Install FL313C 6-06,1 Approved for use outside HVHZ: Yes Verlfled By: Wayne A. Block, P.E. PE -52583 Impact Rosistantl No Created by Independent Third Party: Design Pr...um: N/A Evaluation Reports Other•. 1) See Installation Instructions/Design Pressure FL3136 R3 AE FEII002-Rav2-ER Mullions. ddf• Drawings for UP. 2) See Mullion Product Evaluation Report FL3136 R3 AE KCI_Q-LL_�n,TL pdf for complete list of Limitations and Conditions of Use. Created by Independent Third Party: 3136.14 fto. FE5713, Fin Tube Mullion 1" x 4" x 1/8" Limits of Use Installation Instructions Approved for use in HVHZ: No FL313S R3 ]I Mulllon Install_FL3136 6.06 pdf Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52583 Impact Resistant: No Created by Independent Third Party: Design Pr......: N/A Evaluation Reports Other: 1) See Installation Instructlons/Design Pressure FL3136 R3 AE FEII002-R­2-ER Mullions.pdf Drawings for DP. 2) See Mullion Product Evaluation Report FL3136 R3 AE KCI QAUcensee.pgf for complete list of Limitations and Conditions of Use. Created by Independent Third Party: 3136.15 No. FE5714, Fin Tube Mullion 1" x 4" x 3/8" Limit. of Use Installation Instructions Approved for use In HVHZ: No FL3136 R3 ]I MutINn Install FL3136 6-OG.pdf Approved for nee outside HVHZi Yes Verlfled By: Wayne A. Block, P.E. 52583 Impact Resistant: Yes Created by independent Third Party: Design Pressor.: N/A Evaluation Reports Other: 1) See Installation Instructlons/Design Pressure FL313G_R3 A[_FEIIQ02-Rev2-ER Mulllons,pdf Drawings for UP. 2) See Mullion Product Evaluation Report FL31J6__R3_AE KCI QALicensee.pdf for complete list of Llmltation5 and Conditions of Use. Created by Independent Third Party: 3136.16 No. FE5715, Flange sill/fin clip Flange sill/fin clip for 1" x 2" mullion Limit. of Use Installation Instructions App. .—d for vee lir HVHZ: No FL3136_R3_1I Mullion Inst411 FL3136_6.OG.pdf Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52583 Impact Resistant: No Created by Independent Third Party: Design P .... ure; N/A Evaluation Reports Other: 1) See Installation Instructlons/Design Pressure FL3136 R3 AE FbIIgl22-Rev7-ER Mulllons.pdf Drawings for OP. 2) See Mullion Product Evaluation Report FL3136 R3 AE KCI Q21.1censee.odt for complete list of Uuntatlons and Conditions of Use. Created by Independent Third Party: 3136.17 No. FE5716, Flange s111/fin clip Flange sill/fin clip for V x 2 7/16" mullion A, Limits of Use Installation Instructions Approved for use in HVHZ: No FL3135_R3 II Mulllon Inst411 FL313,-$_@:Q¢,pa( Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52583 Impact Resistant No Created by Independent Third Party: Design Pressure: NIA Evaluation Reports Otharr 1) See Installation Instructlons/Design Pressure FL3136 R3 AE FEj(QQ?_&evZ-_FJ.LMgllgtD pdf Drawings for DP. 2) See Mullion Product Evaluation Report EL313.4 R3 AE KCI OAl_kQns 1q,pdf Por complete list of Llrnitatlons and Conditions of Use. Created by Independent Third Party: 3136,18 No. FE5717, Flange Tube Mullion 2" X 4" x 3/8" (front/back) x 1/8" (side) vi-yy i��� --------- Roofing Date Submitted Subcategory DC 1511— 1 Legh t vac P.epeUe[on DC I1,t T.plcS E, suimt Suclerge 1 SMU&Facts PubicoWns [ FCC Sten f DCIS 5,:e Me p ; Unka '_march Product Approval Evaluation Report from a Florida Registered Architect or USER: Puulc U `r 10/13/2009 P -j ext Ppl1-1M - F'rcmlct er"'Ir.Jrhn ce,cn. Aw,IcacUnttil> Appeoti,xi .%al FL FL5444-R2 Application Type Revision Code Version 2007 Application Status Approved Comments Florida Ucenso Archived rd'i Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email PO Box 1100 10/01/2010 1400 Union Meeting Rd Validated By Blue Bell, PA 19422 Quality Assurance Contract Expiration Date (215) 274-2350 W Validation Checklist - Hardcopy Received rlchard.a.snyder@saint-gobaln.com Authorized signature Richard Snyder pdf richard.a.snyder(csaint-gobain.com Technical Represenlative R. Allan Snyder Address/Phone/Emall PO Box 1100 2003 1400 Union Meeting Road ASTM D3462 Blue Bell, PA 19422 Address/Phone/Email AIIan.R.Snyder@saint-gobaln.com Quality Assurance Representative Address/Phone/Ernall Category Roofing Date Submitted Subcategory Asphalt Shingles 08/13/2009 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed 10/13/2009 Florida Professional Engineer FL 8 FL12103 L= Evaluation Report - Hardcopy Received New Florida Engineer or Architect Name who developed Robert Nlernlnen 2007 the Evaluation Report Approved Comments Florida Ucenso PE -59166 rd'i Quality Assurance Entity Underwriters Laboratories Inc. Address/Phone/Email Quality Assurance Contract Expiration Date 10/01/2010 Cuyahoga Falls, OH 44223 Validated By John W. Knezevich, PE Quality Assurance Contract Expiration Date nthompson@alslde.com W Validation Checklist - Hardcopy Received Nlck Thompson Certificate of Independence FL5444 R2 COI Trt81ty ERD Certlficalton of In ozcndence pdf Referenced Standard and Year (of Standard) Standard YMAL Address/Phone/Email ASTM D3161, Class F 2003 nthutnpson@alslde.com ASTM D3462 2.004 Address/Phone/Email ASTM U7158, Class H 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/27/2009 Date Validated 08/13/2009 Date Pending FBC Approval 08/31/2009 Date Approved 10/13/2009 FL # Madel Number air Name 5444.1 CertainTeed Asphalt Roofing Shingles Limits of Use Appruved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: MIA Design Pressure: NIA Other: Refer to ER Section 5 for Umits of Use 3 -tab, laminated, architectural and 4 -tab asphalt roof shingles Installation Instructions FL5449_R2 it er072709FINAL_Asphplt Shingle FL5444- R2.odf Verified By: Robert Nleminen, PE PE-59IGG Created by Independent Third Party: Yes Evaluation Resorts FL5444 R2 AE r072709FINAL Asphalt Shingle FL5444- R2,odF Created by Independent Third Party: Yes seat 0 �A nem N,rtratnn Equivalence of Product Standards Certified By Sections horn the Code Product Approval Method Method 1 Option D Date Submitted 61n Date Validated ,v �x- r1CISHome Lop in User Pngistrntinn I Hot ToplcS 5jbmtt surctaug j Su,i,&Fame ` Pubic.,1knx 1 FHCS1,11 U(nSSILe Mop Product Approval 04/07/2009 USER: PuUlc User Vinyl Siding _ LwdutAtPrgy >Fmdizt lir A,prG 1sh Agira-tigp,_> Appllonion Detail FL 8 FL12103 Application Type New Code Version 2007 Application Status Approved Comments Other, For use as exterior cladding only. Not for use In FL�gyPdltiY.pdf Archived rd'i Product Manufacturer Alside Address/Phone/Email 3773 State Road Address/Phone/Email Cuyahoga Falls, OH 44223 Application Status (330) 922.2389 Quality Assurance Contract Expiration Date nthompson@alslde.com Authorized Signature Nlck Thompson Authorized Signature mhompson@al5lde.cQm Technical Representative Nick Thompson Address/Phone/Email 3773 State Road Address/Phone/Email Cuyahoga Falls, OH 44223 Evaluation Report. nthutnpson@alslde.com Quality Assurance Representative Jack Mowery Address/Phone/Email 3773 State Road Quality Assurance Representative Cuyahoga Falls, OR 44223 Address/Phone/Ernall (419)853-4656 Authorized Signature jmoweryValslde.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Subcategory Florida Professional Engineer Compliance Method IT -1. Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Alan Reeves the Evaluation Report Quality Assurance Entity Florida License PE -19354 Quality Assurance Entity Architectural Testing, Inc. quality Assurance Contract Expiration Date 12/31/2011 Validated By Steven M. Urich, PE FL12199 RO COI LCC Certificate of Independence pdf T Validation Checkllst - Hardcopy Received Certificate of Independence EL12103 R0 COI cert of IRdER:R4:11,e.ndf Referenced Standard and Year (of Standard) Standard your ASTM D3679 2005 Equivalence of Product Standards Certified By Sections horn the 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 12103.5 Coventry Vinyl Siding _ Limits of Use Installation Instructions Approved for use In HVHZ: No FL12103 RD 11 Coventry_ Approved for use outside HVHZ: Yes Verified By: Architectural Testing, Inc Impact Resistant: N/A Created by Independent Third Party: Yes Deign Pr iniumi NIA Evaluation R.ports Other, For use as exterior cladding only. Not for use In FL�gyPdltiY.pdf HVHZ. Allowable Design Load for all configurations (Double Created by Independent Third Party: Yes 5", Double 5" Dutchlap, Double 4", Double 4" Dutchlap, and Triple 3• +/- 86.5 psf with nails. KAYCAN LTD II � a eaa :■ 4 a 12199.1 ' S�'r`rdeabt1,45s=2.STr3 �LhbSdbJbYtFBIIX�N5 i8 51Y Home Log ]n I Usn. WgtstreNan � Hot Topke I 5ub urns I mt 5urrnnle 1 5tuts&F.— � Publitak' s ` Fric.Star ( tiers Sea Mnp l IirJ.s I .`,emit Product Approval ELIZI`33_RD 11 Kaycan Installatlon..df USER: PuMt Uxr Verified By: ICC Evaluation Service, Inc. Prado -t ApprovalricoA.ic tit OF + Appl-tion..tail FL # FL12199 Application Type New Cade Version 2007 Application Status Approved Comments - Application Status Archived rs-. Product Manufacturer KAYCAN LTD Address/Phone/Email 402 Boyer Circle Application Status Williston, VT 05495 Quality Assurance Contract Expiration Date (905)793.9462 Ext 235 03/13/2013 alex.jovanovlcCwkpproduas.wm Authorized Signature Jovanovlc Alex F12075 R3 It 07110506 RV10 MIAMI DAUE.odf alex.jQvanovIt;Qkpproducts.curn Technical Representative Alex Jovanovlc Address/Phone/Email 255 Summerlea Road Evaluation Report. Brampton, NON -US 05476 Jacksonville, FL 32254 (905) 793-9462 Ext 235 Archived aIQx.jQvanQvIc@kpproducts.com Quality Assurance Representative Alex Jovanovic Address/Phone/Ernall 255 Summerlea Read Authorized Signature Brampton, NON -US 12345 Address/Phone/Ernall (416) 553-6818 clark@flaruco.com alex-jovanovic@kpprQduct5.com Category Panel Walls Subcategory soffits Compliance Method Evaluation Report from a Product Evaluatlon Entity Evaluation Entity ICC Evaluation Service, Inc. Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Robert A. Walz, PE LI-." iPr Validation Checklist - Hardcopy Received Certificate of Independence FL12199 RO COI LCC Certificate of Independence pdf Referenced Standard and Year (of Standard) Standard YaK Techalcal Represeotalive ASTM D3679 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option C Date Submitted 02/26/2009 Date Validated 03/02/2009 Date Pending FBC Approval 03/05/2009 Date Approved 04/07/2009 FL #Model, Number or Name 113—ription 12199.1 Center Vented 12"/Solid 12" Triple 4" Partially Perforated Vinyl Soffit Limit. of Use Installation Ioftrvotions Approved for uae in HVHZ: No ELIZI`33_RD 11 Kaycan Installatlon..df Approved for use outside HVHZ. Yes Verified By: ICC Evaluation Service, Inc. Impact Resistant: N/A Created by Independent Third Party: Design Pressure; +70/-70 Evaluation Reports Other: Must be Installed as per the manufacturers FL12199 KO AE ESR -1495 tan 09,p31f a 06/05/2008 aL�ir i sal v� Date Pending FEC Approval 07/08/2008 Date Approved C tAs ` Hr re,, �ubmt UCin Ho illi � lop it � U.ar Fvglalrnhnn t ,t (Ke � Is Fec PuLYrotbr � ,.d„nn Finn v J � t l i - .toll 1 °.l Mor WJ.s .rn rh t FIN., a �.. C t � { ` Product Approval Design Pressure: N/A Installation Inst. uctimt. USER: Public Veer ' FL2075 R3 11 07.1105.06 RV1O MIAMI DAUE.pdf New Frodut Avuprval Mynu+Puda'tC AVrr�ttul.saatJ %'P.:oPutk ILII+Applkatlen U.lall Created by Independent Third Party: FL Y FL2Q75-R3 - Application Status Application Type Revlslon VENTRVIO Code Version 2007 Approved for use in HVHZ: Yes Application Status Approved Quality Assurance Contract Expiration Date Comments 03/13/2013 Dmign Presaure: N/A Archived f1'i F12075 R3 It 07110506 RV10 MIAMI DAUE.odf Product Manufacturer Florida Metal Products Inc. Jeremy Kelsey Address/Phone/Emall 694U Stuart Ave Evaluation Report. Jacksonvllle, FL32218 Jacksonville, FL 32254 (904) 757-4200 Ext 4682 Archived (9U4)7UJ-0400 Quality Assurance Representative Garry Shotsberger darkIp lanTco.com 11001 Industry drive Authorized Signature clark Jones Address/Phone/Ernall (904)696-4204 clark@flaruco.com gpshotsberger@semeta Is.com Technlwl Representative darkjones Subcategory Address/Phone/Emall p o box 6310 Evaluation Report from a Product Evaluation Entity Evaluatlon Entity j acksonvllie, FL 32236 Quality Assurance Entity Mlaml-Dade BCCO • QUA (904)7U3-8400 04/15/2014 Validated By clerk@flanlco.conl LI-." Quality Assurance Representative darkjones anthony@alufabhurrlcane.com Address/Phone/Ercall p o box 6310 Techalcal Represeotalive Pedro De Flguelredo Jacksonville, FL32236 AOJre„/Phvne/Emall (904)7UJ-0400 Florid.9 edsns code lateral Coaea as r5 clark@flarnco.corn 2555voakBud— J.d Category Roofing mrd VA Subcategory Roofing Accessories that aro an Integral Part of the Roofing System Compliance Method Certification Mark or Lsting .� Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard year TAS 100 (A) 1995 Equivalence of Product Stundards Certified By Product Approval Method Method 1 Option A Date Submitted 06/05/2008 Date Validated 06/30/2008 Date Pending FEC Approval 07/08/2008 Date Approved 09/15/2008 Summary of Products _ Quality Assurance C.ntr ct Expiration Dat. FL # Model, Number or Name Description 2075.1 VENTRVIO VENTRVIO Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FLZ075 R3 C CAC 07-1105..06 RV10 MIAMI UADE.JLdj Approved for use uutside HVHZ: Yes Quality Assurance C.ntr ct Expiration Dat. Impact Resistant: N/A 01/31/2009 Design Pressure: N/A Installation Inst. uctimt. Other: FL2075 R3 11 07.1105.06 RV1O MIAMI DAUE.pdf New Verified By: Miarnl-Dade BCCO - CER 2007 Created by Independent Third Party: Approved Evaluation Reports - Application Status Created by Independent Third Party: 2075.2 VENTKVIO VENTRVIO Limits of Lice - Certification Agency Certificate, Approved for use in HVHZ: Yes FL2075 R3 C CAC 07110506 RVIO MIAMI DADE.pdf Approved for use outaida HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: MIA 03/13/2013 Dmign Presaure: N/A Installation Instructions Other: F12075 R3 It 07110506 RV10 MIAMI DAUE.odf j h kelsey @senleta Is.com Verified By: Miami -Dade BCCO - CER Jeremy Kelsey Created by Independent Third Party: 11801 Industry Or. Evaluation Report. Jacksonvllle, FL32218 Created by Independent Third Party: ccq admnwmn Depart tOComm AyAlTA&S rlerkG s,aaSng Code ,],rine Cakrand sW ilaot zees 51-1.1d oast lwwavard Certificate of Independence Referenced Standard and Year (of Standard) Standard year TAS IOU 1995 Equivalence of Product Standards Certified By Approved Evaluation Entity E1 11.424 RO �ulv 7008 NOA Y`Led1hELYell[.pdf Sectlons from the Code N wt %” I ' U t Storm Panels Cornplioncu Method Evaluation Report Dorn a Florida Registered Ardiltect or a Licensed INNS Home Lug 11 ( User l:ngistr.:tinn Hat Top*,, { SA kSuclelgc Stats AFnets E Nb4cx— FBC Suff F nuts Site Map I links Search t *- Product Approval V Evaluation Report - Hardcopy Received USER: Public Uxr the Evaluation Report "R4..h'.'1CPlleLYA 1:CW • P,1 -L o' n v�aSl] • n.EPlieL+LLk3> APP -1— FL # FL11024 Application Type New Code Version 2007 Application Status Approved Comments - Application Status Archived Mn Product Manufacturer Southeastern Metals Mfg. Co. Address/Phone/Email 11801 Industry Drive Metal -rush, Inc. Jacksonville, FL 32218 7635 w 2nd Ct (904)696-4682 Hialeah, FL 33014 j h ke lsey yp semeta ki. co m Authorized Signature Jeremy Kelsey Aeve@metaltech.corn j h kelsey @senleta Is.com "Fechnlwl Representative Jeremy Kelsey Address/Phone/Small 11801 Industry Or. Comments Jacksonvllle, FL32218 (904) 757-4200 Ext 4682 Archived jhkelsey@aumvl aIs.cvm Quality Assurance Representative Garry Shotsberger Address/Phonu/Ernall 11001 Industry drive Jacksonville, FL 33218 Address/Phone/Ernall (904)696-4204 Verified By: Mlaml-Dade BCCO - EVL gpshotsberger@semeta Is.com Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Product Evaluation Entity Evaluatlon Entity Miarnl-Dade BCCO - EVL Quality Assurance Entity Mlaml-Dade BCCO • QUA Quality Assurance Contract Expiration Date 04/15/2014 Validated By Mlatnl-Dade BCCO - VAL Certificate of Independence Referenced Standard and Year (of Standard) Standard year TAS IOU 1995 Equivalence of Product Standards Certified By Approved Evaluation Entity E1 11.424 RO �ulv 7008 NOA Y`Led1hELYell[.pdf Sectlons from the Code N E I ' U t Storm Panels Cornplioncu Method Evaluation Report Dorn a Florida Registered Ardiltect or a Licensed X0 11— j lagh [ u.,m Regafra[bn Ha[To rine I Snhmt Snrrfnrge I stets&Facts 1 Puhl'rathm j FFN: Stell i , BCI551te Mop { links I Smrch I • V Evaluation Report - Hardcopy Received as - product Approval the Evaluation Report USER: P U'c Uxr Florida License L )I IPut+J IMru+pulllKt L_llyu'tn141`•l. h+nt .lit i-_Ipn �J=t-+Appblent UvtaN FL N FL722•R2 Application Type Revision Code Vursluu 2007 - Application Status Approved Comments Referenced Standard and Year (of Standard) Archived IT -E Product Manufacturer Metal -rush, Inc. Address/Phone/Ercall 7635 w 2nd Ct Revision Hialeah, FL 33014 (705)9'/U-7507 2007 Aeve@metaltech.corn Authorized Signature Steve Pulllartt Approved E n g i neer i n g @ m et a i t e ch . c a m Technical Representative Address/Phone/Emall Quallty Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Cornplioncu Method Evaluation Report Dorn a Florida Registered Ardiltect or a Licensed 7: Florida Professional Engineer Hurricane Panel V Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert S. Monsour the Evaluation Report F1 777 R7 If 024 dra'whg Jr f Florida License PE -11955 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2010 Validated By ORLANDO L. BLANCO, P.E. Florida Building Code. Maximum Span 140" at 24.52 P.S.F. 17 Validation Checklist - Hardcopy Received Certlflcate of Independence FL722 R2 COI 024 cert indipend.0 Referenced Standard and Year (of Standard) Standard Year FL N ASTM E 330-Q2 Z002 ASTM E330, E1996, E1886 2002 SSTD 12.99 1999 Equivalence of Product Standards Certified By Sections frorn the Code Product Approval Method Method 1 Option D Date Submitted 01/27/2009 Date Validated 02/02/2009 Date Pending FBCApproval 03/11/2009 Date Approved 04/07/2009 I-eid 1111ut ICA AV nnsuatbn Depart ,a urCanmenayAM Nr ri r;m e,�„v case aliens C«rca endstar.Wraa LSCS S/umard oak ncmevard iaUarx>;sea, Fbr/]a 31aYY 11VV Shutters Subcategory FL u Modal, Number or Nom. Ueacrlption 7: .024 Galy. Steel Hurricane Panel Limit. of Use Installation Inatructicna Approved for use in HVHZ: No F1 777 R7 If 024 dra'whg Jr f Approved for use outside HVHZ: Yes Verified By: Robert S. Monsour PE 11955 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressarst NIA Evaluation Reports Other: Not for use In High Velocity Hurricane Zones of the ELZZZ_RZ-_AE 024 evaluatlon.vdf Florida Building Code. Maximum Span 140" at 24.52 P.S.F. Created by Independent Third Party: Yes Max]munl De51gn Load 103.02 P.S.F. with a Span of 55" Litt> Appecia1w cells I-eid 1111ut ICA AV nnsuatbn Depart ,a urCanmenayAM Nr ri r;m e,�„v case aliens C«rca endstar.Wraa LSCS S/umard oak ncmevard iaUarx>;sea, Fbr/]a 31aYY 11VV Plantation, FL 33313 Engco@avLcom Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Sturm Psnelu Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Method 1 Option C Florida Professional Engineer ��leNM,ni+...iYYWtfY+aY6�-aar4aauWPaYWLY�a Florida Engineer or Architect Name who developed 9CLSH—e 1 Login I User Regatratun Hot%pks submit Surchen,e Rena&Facts 4 PublKatons ! FUC 5taff k DCIS She Map E Links i 5carch Product Approval (b Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Data Vern: PuUc Ura:r . Validated By Jesus Gonzalez, P.E. Freduct Apavval Mme+ -d- Arvllcetun Litt> Appecia1w cells fl (1114 R7r'oI 09-u 32 C1 )lot Referenced Standard and Year (of Standard) FL N FL4804-R2 ASTM E330, E1996, E1886 2002 Date Approved D Appliwtlon Type Revision 0 Code Version 2007 Surrinnery of Products Application Status Approved (U I # Model, Number or Nam. Description -------�'----- 4804.1 249a SL229. Steel Storm Panels Corrugated 22gre and 24ga Steel Storm Panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL4804 RZ Il 09-032 DWG.pdf Comments -- Model, Number or Name Description 11024.1 � Archived F.re; Limits of use Installation Instructions Product Manufacturer Alufab Hurricane Shutters Inc Approved for use outside HVHZ: Yes Address/Phone/Ernall 13000 NW 38 Avenue Verified By: Mlaml-Dade BCCO - EVL 70 Impact Resistant: Yes Opal Locks, FL 33054 Impact Resistant: N/A Created by Independent Third Party: (305) 6UU-47U1 Ext 19 Evaluation Reports Design Pressure: N/A Evaluation Reports anthonyrylalufabhu rrlcane.com Other: Product to be manufactured, designed and Installed FL4804 R2 AE 09-032 PER.pdf Authorized Signature Robert Andrade LI-." as per drawing 09-032. Created by Independent Third Party: Yes sank .-- anthony@alufabhurrlcane.com x'A h ,'� 'rtratnn isepaarm.nt./Coli unay AR tri Techalcal Represeotalive Pedro De Flguelredo LCq Aan i eeatb , Depart_ut plCw nay Aster, AOJre„/Phvne/Emall 6971 West Sunrise Blvd. 1U4 Florid.9 edsns code lateral Coaea as r5 Plantation, FL 33313 Engco@avLcom Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Sturm Psnelu Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Method 1 Option C Florida Professional Engineer F Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Pedro De Flguelredo the Evaluation Report Date Submitted Florida License PE -52609 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Data 12/31/2010 Validated By Jesus Gonzalez, P.E. R Validation Checklist - Hurdcopy Received Certificate of Independence fl (1114 R7r'oI 09-u 32 C1 )lot Referenced Standard and Year (of Standard) Randa[d Year Date Approved ASTM E330, E1996, E1886 2002 Equivalence of Product Standards Certltled By Sections from the Code +_0 N ProductApproval Method Method 1 Option D Product Approval Method Method 1 Option C Date Submitted 04/10/200`9 Date Submitted 07/09/2000 Date Validated 04/22/2009 Date Validated 07/17/2008 Date Pending FBC Approval t.5/18/ZUwJ Date Pending FBC Approval 07/18/2008 Date Approved OG/09/2009 Date Approved D 09/15/2008 U 0 �-1 � W Q Surrinnery of Products Summar of Products ---- (U I # Model, Number or Nam. Description -------�'----- 4804.1 249a SL229. Steel Storm Panels Corrugated 22gre and 24ga Steel Storm Panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL4804 RZ Il 09-032 DWG.pdf - FL # -- Model, Number or Name Description 11024.1 � "vVeather-Ven[" Off-Rldye Static roof vent Limits of use Installation Instructions Approved for uae in HVHZ; Yes F1.11024 RU It 2008 NOA Weather Vent.pdf Approved for use outside HVHZ: Yes Verified By: Pedro De Flguereldo 52609 Approved for use outside HVHZ: Yes Verified By: Mlaml-Dade BCCO - EVL 70 Impact Resistant: Yes Created by Independent Third Party: Yes Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +104/-104 Evaluation Reports Design Pressure: N/A Evaluation Reports Other: Product to be manufactured, designed and Installed FL4804 R2 AE 09-032 PER.pdf other: FL11024_ RQ AE 2008 NOA Weather Vent Ddf LI-." as per drawing 09-032. Created by Independent Third Party: Yes sank .-- oaQ EiR x'A h ,'� 'rtratnn isepaarm.nt./Coli unay AR tri �r-t \ V 0 GO LCq Aan i eeatb , Depart_ut plCw nay Aster, F0,W aur 'c—Onaaa e,„raa—,a3ra.ar . 0 Florid.9 edsns code lateral Coaea as r5 2555voakBud— J.d mrd VA O Tllaw::cc, FlpiJa 32399-2100 tlSl N49J0 x�s.irDn z..1Hw rAV.huf Ji9z gnlaa,na' a +_0 N 4_O 70 T{ U 0 �-1 � W Q (U 70 CD rr-(Dr-r--tt \ 4 V) N 70 U 70 _0 00 o Q - C- O .0 - LI-." v V O 14— Q �r-t \ V 0 GO 70 0 V) O .� /M tJ / E Z Z W J V) 70 n1.. W CD L0 MCa W SHEET N0. PA 1,2