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HomeMy WebLinkAbout37623-37643 Georgina Ter_id r A.B. Anchor Bolt Abv. Above A/C Air -Conditioner Adj. Adjustable A.F.F. Above Finished Floor A.H.U. Air Handler Unit ALT. Alternate B.C. Base Cabinet B.F. Bifold Door Bk Sh Book Shelf Bm. Beam BOT. Bottom B.P. Bypass door Brg. Bearing Cir. Circle Clg. Ceiling Col. Column Comp. A/C Compressor C.T. Ceramic Tile Dryer Dec. Decorative Ded. Dedicated Outlet Dbl. Double Dia. Diameter Disp. Disposal Dist. Distance D.S. Drawer Stack D.V. Dryer Vent D.W. Dishwasher Ea. Each E.W. Each Way Elec. Electrical Elev. Elevation Ext. Exterior Exp. Expansion F.B.C. Florida Bldg. Code Fin. Fir. Finished Floor F.G. Fixed Glass Fir. Floor Fdn. Foundation 01/12/11 ABBREVIATIONS Fir. Sys. Floor System F.PI. Fireplace Ft. Foot / Feet Ftg. Footing FX Fixed Galy. Galvanized G.C. General Contractor G.F.I. Ground Fault Interrupter G.T. Girder Truss Hdr. Header Hgt. Height HB Hose Bibb I nt. Interior K/Wall Kneewall K.S. Knee Space Laun. Laundry Lay. Lavatory L.F. Linear Ft. L.T. Laundry Tub Mas. Masonry Max Maximum M.C. Medicine Cabinet Mfgr. Manufacturer Micro. Microwave Min Minimum M.L. Microlam Mir. Mirror Mono Monolithic N.T.S. Not to Scale Opn'g. Opening Opt. Optional Pc. Piece Ped. Pedestal P.L. Parallam PLF Pounds per linear foot Pit. Ht. Plate Height Pit Sh. Plant Shelf PSF Pounds per square foot P.T. Pressure Treated Pwd. Powder Room REVISIONS Rad. Radius Ref. Refrigerator Req'd. Required Rm. Room Rnd. Round R/SH Rod and Shelf SD. Smoke Detector S.F. Square Ft. Sh. Shelves SHT Sheet S.L. Side Lights S.P.F. Spruce Pine Fir Sq. Square S.Y.P. Southern Yellow Pine Temp. Tempered Thik'n. Thicken T.O.B. Top of Block T.O.M. Top of Masonry T.O.P. Top of Plate Trans. Transom Window Typ. Typical UCL Under Cabinet Lighting U.N.O. Unless Noted Otherwise VB Vanity Base Vert. Vertical V.L. Versalam VTR Vent through Roof W Washer W/ With W/C Water Closet W.A. Wedge Anchor Wd Wood WP Water Proof 1.00 NEW CONFIGURATION ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES, FLORID ELECTRIC CODE AND CITY OF ZEPHYRHILLS ORDINANCES ■■■ ■■■il ■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■7m ■■■ ■■■ ■■■ ■■■ ■ ■ I II ■ ■ I 1 ■■■■e■■ ■■■ ■■■ NINE ■■ ■■■ ■■■ ■■■ ■■■ ■■■ral ■■i ■■■ 1 I■■� 101MININ7 MIN ■ ■ I I 6 - UNIT TOWNHOMES REVIEW DATE �0 CI�I, PLANS EXAMINER Ills A- I Lm IF= ISI F*J Al F1 sm 6-UNIT TOWNHOME 51UBMMED PLAN(S) HAVE BEEN REVIEWBtr BY ZEPH�j� �FIRE . ',Ot tSHAUS OFFICE Date: (.. ;Aoviewer: SHALL COMPLY w7 i � �;. FLORIDABUILDING XI: , G CODES C CODE AND N AT I ON AI' ELE CT RI INAN CES CODE, ILLS 0RD CITY OF ZEPI�I i ill OAT; 1 tOMYRHILLS INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2 UNIT 1398 FLOOR PLAN 3 UNIT 1399 FLOOR PLAN 4 UNIT 1501 FLOOR PLAN 5 BUILDING PLAN (Left) 6 BUILDING PLAN (Right) 7 EXTERIOR ELEVATION 8 ELECTRICAL PLAN 9 ELECTRICAL SERVICE PLAN 10 HVAC PLAN 11 FOUNDATION PLAN 12 ROOF FRAMING PLAN L1 LINTEL PLAN & DETAILS SN STRUCTURALNOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS S5.1 DETAILS •�' ��55� e-s— SS RETROFIT DETAILS PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL WP WATERPROOF DETAIL 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 the information found in these plans should be directed to our Quality Assurance Manager at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. O C N u M (D'i C r6 tv � N E")0. o o aD u0 to o M no O ZA U �C 4% tCo MN a) ' U OqN r C.O O no a '02 65Qf: �' 0 B D. N CAB-DsC A. f f� Z >J � QLLLL ' 6 ILFQrn ZiCi r ••to Cad 4 E N 04e To the best of the engineer's knowledge and understanding, the structural plans and specifications cornpf / with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. 0 r4 M N M Z � M DVo 0 ajMO H E Z �N Z Cn Z Z J W C J Ln (1) L V Q Z f LU W�2 WmZz a.: O M !�o zQ(.5 ZQQ8QQ t--1 O F- Z Z ~ Z Ln p[gW CCJ Qv O 0�03�N W �wOZ �N-I O w ce O 0 Ln Z J a 1JJ W-Q 03 Oa'V3YOC L W H O J aw I"- W o0Zms Z W w 8y to (/)~ WC:) t-•t z $OU.Z� o Lan N W I � oZ� OC.W O O J aQ~ Z LU > g Z Oo a SCALE AS NOTED PLOT DATE : 08 / 17 / 2011 VERSION NO. imoo JOB No: 11-1198-1203 SHEET NO. Room 1 Wall Room 1 Wall T-0" � 1'-0" L 2'-6" L 9" 2'-0' Room 1 Wall Room 1 Wall 000000 0 DW 0 T-s" r-s" 10'. L 10" 2'-9" 10" L 10" k 2'-0" CABINETS ABOVE 0 0 0loll 0 0 0 0 101 WASHER DRYER (OPTIONAL) (OPTIONAL) LAUNDRY INTERIOR HOMES SHOWER OPTION GUEST BATH KITCHEN - K2 INTERIOR UNITS W A.F.F. FOR POSSIBLE SHOWER KITCHEN GRAB BAR PER ADA REO. REINFORCEWALL 1TTO lrA.F.F. FOR POSSIBLE WALL HUNG BENCH SEAT PER ADA REO �s BACKING Mgt ADA REQUIREMENTS- BATH MASTER BEDROOM ARCH SCALE: 3V =1'-W (00 60 r' 0 CO 14'-0" 12'4" 3'-8" 10'4" 11'-81.oft 3-4-T-O" T-8" 2 25 SH ii EGRESS COVE RED - SITTING ;;t PATIO - ROOM 9'-4" CLG. A.F.F. CONCRETE 9'-4" FLAT CLG. CARPET © 868 - 13'-0" 21_011 QII U T-13" pll L. 21_0" , __ M i lI i /III ARCH L1 F- — I I I 7 2868 I I I I I I I MASTER 9'-4" FLAT I9._4" FLAT' CLG. BEDROOM I CLG. 19 4" TRAY CLG. CARPET 2'-6" I I I TYP I I L---------- I - 2'-2" 4'-11., 5'_1 �" -0' �d 3 -3' Z- ARCH (T-O" R&S TOT-8"TOP - - - - - - - - - OF ARCH). �M i WIC cc DBL. o 9 ^ VV I 1 2668 BF 2668 /J — Cb SIM. w/ SYP 1, STUDS @ 12" x . 3068 O.C. / S R.�AN = BF 0 G TIL f0 IT ui i� S3 7' . 2' 3._ 1 a 5�_04" L - p 5-SH - S3 DO BATH 2 '-4" FLAT CLG. - TILE ■ 2868 H4 - N — — — 2868 - - 2868 r� (3) 2x4 #2 SPF w/ L 20B w/ 3/4' ANCHOR B LT & (10) 16d AILS R&S — — — — — — — U? N 2668 BF /�> BEDROOM 2 - 9'-4" FLAT CLG. CARPET (2) 25 SH -4" T-O" 11' 9' <V 8080 S.G.D. O 1 L1 LIVING ROOM 9'-4" FLAT CLG. CARPET 13'-04" DINING 9'4" FLAT CLG. CARPET - - - - - ----- hA i i rli o ��Qy O01, I I�----, OP II o 1 M l DNV r Q IL_-J -KITCHEN' W/ STUD G 9'-4" FLAT CLG. @ 12" O.OP C. S3 TILE REF I 3,_4.. 5'-0� L.2' Q 206 S4 o BF 04 2068 L6 N 5-SH H4 F LAUN.o 9'-4" FLAT CLG. LO DBL. TILE En 2668 BF 2868 W. 0--U4 - 10'4" F 2868 `_4 ; \ ATTIC FOYER L - ACCESS 914" FLAT CLG. TILE 3068 ENTRY - '� 9'4" CLG. A.F.F. CONCRETE -- G.T. 1 � 07 N 1-CAR GARAGE 9'-4" FLAT CLG. CONCRETE F- - - - - - - - - - - - ---- G.T. I I I I I I - I I I I I I I K I - ' O I I I D S3 fV ON q HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 00 go a o0 rF: UNIT 1398 - FLOOR PLAN SCALE: Y4"=1'-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +33.4 / -36.2 © +33.4 / -44.8 © +31.9 / -34.7 OD +31.9 / -41.8 OE +29.9/ -32.8 O +29.9 / -37.8 O SEE COVER 120 MPH O SEE COVER General notes If water based ceiling texture material is used, Provide W gypsum board for 16" O.C. Framing, or 5/8" gypsum board for 24" o.C. Framing. Note Y2" sag -resistant gypsum board may be used I.L.O. Of 5/8" gypsum. 5/8" type'X" 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 1 3/8" solid wood door, solid or honeycomb steel door, or 20 minute fire rated door. Any accessible space under a stairway shall be protected with Yz" 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 its attic by not less than 1/2-inch(12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. R613.2 Window sills In dwelling units, where the opening of an operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4-inch-diameter (102 mm) sphere cannot pass WALL LEGEND INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING 1400 S.F. GARAGE 241 S.F. LANAI 101 S.F. ENTRY 21 S.F. TOTAL SQ. FT. 1763 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11 /R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. L (D 0) N U) �N ° u vi C I- (D C l` N Ul Q) 2 co)p to O OMp O N Z3 Vru m 0O rno"- �LMa) U 0 dM� O 3 O p p 00 0. 000 o 65Qiz, o� 0 A0 N CCB1D C Ni`,w A. CE oC 5 W Jr�l A. a:Q rn c 01t s .4 r Z • .....•• I, /� lD ���� ////CIA V -1g- E N Gl�� N11111 To the best of the engineers knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. a O '-1 M N M Z � M 0 � O r>-i rM N d'i -0 ON Xqq- Z oC i N Z Z CD fa WW —jOcy LA N � V a Z LU Z W� 0 J w m Z Z� a o: 0 M oz}Za0 z}QUfa ZZ~z C) pswbaa'W QLn �03�0 O=o jW® l� 1 � ui uj O Uj rl (V O LnzZ J Q 4$ O QQoa O�C a 0oVVY w00 Q � �pZ�� w w25 02 pZ O g M i Q3i X 1­4 ,--1 z LL LLLLpila wJa .. LI �MXCe oC N 1 M r _pw i a CL Y w aQ~� O C)u_ LU Z Z g Z O SCALE AS NOTED PLOT DATE: 08 / 17 / 2011 VERSION NO. 1600 JOB NO: 11-1198-1203 SHEET NO. 2 N Room 1 Wall T-0" L 1'-0" L 2'-6" L 9" �� 2'-0" Room 1 Wall Room 1 Wall T-6" V-6" 10" L 10" 2.-9" 1W CABINETS ABOVE 000 ® o000 WASHER DRYER (OPTIONAL) (OPTIONAL) KITCHEN - INTERIOR UNITS a @ 3G A.F.F. FOR POSSIBLE SHOWER KITCHEN GRAB BAR PER ADA RED. REINFORCE WALL 1T T019' A.F.F. FOR POSSIBLE WALLH BENCUNG H SEAT BENCSEA PER ADA REQ. I a 6 BAjMNG --Z Room 1 Wall 000000 0 DW 0 L10" t'i1i 2'-0"01 ow %�3�. Q r WT�U HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2' FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2 Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +33.4 / -36.2 © +33.4 / -44.8 W +31.9 / -34.7 OD +31.9 / -41.8 ( +29.9/ -32.8 OF +29.9 / -37.8 GG 0M SEE COVER 120 MPH OH SEE COVER r,pnprni nntpc If water based ceiling texture material is used, Provide Yi" gypsum board for 16" O.C. Framing, or 5/8" gypsum board for 24" o.C. Framing. Note Yz" 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 1 3/8" solid wood door, solid or honeycomb steel door, or 20 minute fire rated door. Any accessible space under a stairway shall be protected with Yz" 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 its attic by not less than 1/2-inch(12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent 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 cannotpass 5-SH _�H4�_ F ui �� > �' F LAUNDRY M82 ADAREQUIREMENTS- 2s6s W2868L oBATH 2868 N T~ WALL LEGEND INTERIOR HOMES SHOWER OPTION GUEST BATH UNIT 1399 -FLOOR PLAN SCALE: Y4"=1'-0" 9'-4" TOP OF MASONRY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING 1400 S.F. GARAGE 241 S.F. LANAI 101 S.F. ENTRY 21 S.F. TOTAL SQ. FT. 1763 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. L C .y M N C N 'on (0 o N ono EEQ f6 Im v a m : ra BEM 0 d MN Y ' U �o.oa) ' 0. OD OD Ct)Qr rn � 0 A � N C�BYD C ss •".. *. N•• �` •••• ICE O � M OPN o Z W�11lI�IIIINI�'"' J � O To the best of the engineers knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. 3 O N M Z ,:Lj ct _ 7 r to n CD � ajMO Q O F-- M LL L Z n W JLn (1) In U `� W rl Q Z W wLG W m Q W O gZ>.Z<0 M Z 8a<W r-I ~�Z O ;2 :5 W OC J do-? pLn Y / N ° o-Ni 0 W N OZ© W ce W O l0 rl Z lli T I� LLI I,- � ce a O V I Y 0 Woo�Ile OV o z w z 0 LU C' 25 z LOU C:) LL��>o� �1 1� z W W0LLZQ � I.A M ���EZ cy-O7--I 0 I T a w Z tD to u_ > g j Z 00 a SCALE AS NOTED PLOT DATE: 08 / 17 / 2011 VERSION NO. 1000 JOB NO: 11-1198-1203 SHEET NO. 3 .r ,ni".n nj:a =Inu F2 T-3" T-3" V-10" 01 CABINETS ABOVE WASHER DRYER (OPTIONAL) (OPTroNAL) LAUNDRY EXTERIOR HOMES SHOWER OPTION GUEST BATH KITCHEN - K 1 EXTERIOR UNITS 6 @ 36' A.F.F. FOR POSSIBLE SHOWER KITCHEN GRAB BAR PER ADA REO. REINFORIREQ. 1TT019FOR POSWALL HU BENCH SPERADA Mgt ADA REQUIREMENTS - BATH A 00 �I__: 70 O 0 r- 0 v I_ 27' 10'-4" 11 EGRESS W MASTER BEDROOM CV 9'4" FLAT CLG. CARPET 1 Ll -----------I COVERED PATIO 9'-4" qLG. A.F.F. CO CRETE I I 2'-0" I I 8080P.G.D. 1 N t� '0117-114' 2868Tt 7'-O" 5'-114" A 2868- 2868 S3 L I I N G ROOM I 9-4 LAT CLG. io I T MSTR. R PET l - BATH i I O 9'-4" FLAT j I CLG. TILE � i WIC VV I N I 3'-0" O 5' - - -4" '-6" 2'-5- 4 u, N _ 60"x36' HW AN I - M TIL - q 04 7' A.F.F. R&S T-6" 1 - 5-SH - FOYER 30� © ENTRY - ----- 9'-4" FLAT CLG. CLG. A.F F. REF 2068 BF TILE CONCRETE 1 _ o I QLu 00 K 1 00 M y in oc = 9'-5" � 1 KITCHEN 1 I 9'-4" FLAT CLG. STUDS 1 I I TILE Co 1 12" O.C. 42" HIGH _ D KNEEWALL D I N I N G S3 SINK w/ G I I DISPOSAL 9'-4' FLAT CLG. r - - - S3 I 1 DNV CARPET (-A�\ _ 04 5-SH 00H4 4 N Q D S4 I S3 S3 - 668 BE ILE/SH R n ' 07'A.F 1 ---- - 2'-84" 6,_0„ -4" 4'-0" CRYLI BATH 2 2868 00 7`0" 9'-4" FLAT CLG. Cn (3) 2x4 #2 SPF w/ L S20B TILE w/ 3/4" ANCHOR BOLT & .1068 (10) 16d NAILS - N DEN W.H.BEDROOM 3_6 LIJ 9'-4" FLAT CLG. w LO N CARPET 7'-04 4'-0" L& '4„ _ 7-34 F -"3''I or 2868 2868 ATTIC DBL. 1 L \ ACC€�S� 2668 BF 07 A c S3 ----- _ _ --- r I �I R&S N 1-CAR GARAGE DBL. 26686E I �- uj R&S - - -- I —� -, I 9'-4" FLAT CLG. o' 0 I co I06 CONCRETE I I I 2668 I - 2868 QF xv G.T. I I I I I o BEDROOM 2 _ 9'-4" FLAT CLG. K ~ CARPET I S4 I C7 - I I I I I I I 8070 GARAGE DOOR (2) 25 SH O EGRESS '-2" L 8'-0" 11aili am 0 N HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2' FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 112" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2' FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2° Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required "VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS UNIT 1501 - FLOOR PLAN SCALE: Y4"=1'-W OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +33.4 / -36.2 © +33.4 / -44.8 © +31.9 / -34.7 OD +31.9 / -41.8 OE +29.9/ -32.8 OF +29.9 / -37.8 GG SEE COVER 120 MPH SEE COVER General notes If water based ceiling texture material is used, Provide Y2" gypsum board for 16" O.C. Framing, or 5/8" gypsum board for 24" o.C. Framing. Note Y2" sag -resistant gypsum board may be used I.L.O. Of 5/8" gypsum. 5/8" type "X" 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 dud board, or other approved material and shall have no openings into the garage. Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 minute fire rated door. Any accessible space under a stairway shall be protected with Y2" 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 its attic by not less than 1/2-inch(12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent 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 dear opening of the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4-inch-diameter (102 mm) sphere cannot pass WALL LEGEND ■■■■■�i • - OF • • - 10'-8- TOP OF MASONRY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING 1517 S.F. GARAGE 260 S.F. LANAI 104 S.F. ENTRY 20 S.F. TOTAL SQ. FT. 1901 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. N s_ N C .N m U) l) vi C I- � N N rro -0 M D 0 O0)0) _ C M O O Ln m '0V m r6 �FLM(D OC,tj_ N 'gingidiiiiiai ' U 0 fs 'o a 00 cnar__ rn � 0 A� B D® N C B D C `�� ct}tt � Ns •• N H ./ �, o %714 . OF < LL U To the best of the engineers knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Budding Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O N fh Z ate► M Duo �M O )rn Q .i ON Z L N 4-J Z O J LU JLn� � V a Z LU w L z Wco Q�2� 0 IM pz>.DaV ¢ z }g ��ZZPzo 7zp J N o�U� 53dW8N 0 � H© W T--1 ko NO to Ln Z Z Y J Q a � ti�< aZUo Ii p DC 000� o°W�s O Z:8'X Z C:)1--1 O J ~0�aa� "' �--I Z �.L $$0 W O �— O Za w a aa�u0S N 1 Lo O Q T < 0- u_ W W Z z Z O g SCALE : AS NOTED PLOT DATE : 08 / 17 / 2011 VERSION NO. 1000 JOB NO: 11-1198-1203 SHEET NO. 4 °< SYMETRICAL 27-0" 26'-8" 26'-8" COVERED SITTING PATIO COVERED PATIO ROOM PATIO I - MASTER MASTER BEDROOM ---------- BEDROOM ---------- ■ r I — 1 I LIVING I ; I ; LIVING ROOM I MASTER I ROOM i Ot BEDROOM LIVING I MSTR. ROOM ; WIC I BATH o I MSTR. I L__________� _ I I BATH Gil I I I I DINING I DINING • I WIC I I (D I I I I WIC I I , - ---J I I ---/ I �JTRYFOYER -------- -------- II ---_____ --- —\ i � o II 1_0 TR. BATH �' o I All FLEX rr o ptE) CS 1 ROOM II _ 7P" KITCHEN DINING I I I KITCHE - _j - ITCHEN I I I ■ BATH 2 1771 � 110 LAUN. LAUN. i DEN I BATH 2 -- BATH 2 ■ BEDROOM 3 H.W I Gj(D----- I H.W W.H. - — — — — t I i - I >1 L"=-J '�-'FOYER FOYERL _- _ 1-CAR GARAGE BEDROOM 2 - BEDROOM 2 1-CAR GARAGE r------� I 1-CAR GARAGE - - ENTRY t ENTRY - •---- --- I I I I I I I I I I I I BEDROOM 2 I 1 I I I I I I I I I I I iq I I I I I I I I I I 60 - I I I I 27'-0° 4 26'-8" 26'-&' 80'-a" SYMETRICAL UNIT 1501 NIT 1399 NIT 1398 BUILDING PLAN (Left) SCALE: 3116"=1'-0" N .N 0 V C N H v a) coOO o�a u N o 0Nr. MNE O m 0 : 0 a th a) c �+= E ' ti O Qi M Y N O U Y aoCD a CO°0 ' o' man LO v 6 A � D D® NCBTDC ••�.� NtJ O� • `T •. Z �' N 612� �'�i ,LL � Q M O dW ply �'� 4P� D L�ENG 7 S' /��inrflrrt11111�� � 0 To the best of the engineers knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O "- M PV M Z � M r O -M Q 4JMN n Q 'o �r- z �N L z 4-J Z O M J W JLna) Ln J a Z W W.0 Z W LL J W coz a- O M �8xUQ° Z < x< r-I = Zzz O a- gW Z .� Ln O a N r148 ��3CK0 = O rj W ~Lu_z O W � 0 _ ,o Ln z 0 0Z o U p J W oAAC ~ Z m S z Woe z g o _j �pQLLS� �Q� w O Z I..L Ill 0LEZQ Z 0 ri ' Ce a 0. Lu O _j W D g zZ O m SCALE : AS NOTED PLOT DATE : 08 / 17 / 2011 VERSION NO. 1000 JOB NO: 11-1198-1203 SHEET NO. 5 N SYMETMAL 26'-8" 26'-8" 27'-0" Lj COVERED - ----- LE - - - - - - - - - - - N i PATIO SITTING COVERED ROOM - PATIO = COVERED PATIO I MASTER - ---------- BEDROOM MASTER --- BEDROOM r-------------- -I I I I I I I LIVING ; LIVING ROOM MASTER ROOM - BEDROOM I I 4- I BATH I I LIVING i ROOM - 0i WIC -----------� i MSTR. I BATH I DINING i DINING I WIC WIC I I I , I---- - FOYER''' ENT1 MS o \ 0 BATH I -01/ �, I I / --- I i1 FLEX LROOM II o II II a Q III I KITCHEN o o -04 ' KITCHE _�I - ITCHEN ; DINING CD II I I II .. Ld a [TD BATH 2 -- LAU N. BATH 2 LAU N. BATH 2 I DEN / ----- GJO ----- BEDROOM 3 W.H. AN - - - W.H. L-",--'FOYER a FOYER'-_�' BEDROOM 2 1-CAR GARAGE BEDROOM 2 - 1-CAR GARAGE I - 1-CAR GARAGE I r------� I I I ENTRY - I ENTRY I I I I I I I ------- - - --, I I I I - - - I I I I I I I I I I I I BEDROOM 2 I I I I ra I I oo I I I I I I I I I t I I a • o r 26'-8" 26'-8" 27'-0° 80'-a" SYMEIROL UNIT 1398 UNIT 1399 UNIT 1501 BUILDING PLAN (Right) SCALE: 3/1W--T-O" N .N N lJ 0 0 vi C Q) Q) F- N th O 2'0 O 00 O N NN.. O CV)to- O Ln m tit O c6 LL M m 0YN O U Qom ' cna^ 0 000 6 A � NC BfDC ` a •.• i z• 0 Y%77 r z + W.4 IL1 r` OF I z In iM1i1\0���� To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O M N M Z :Lj M 0 =3o ko r>-r O cM 26L m Tr -0v , 5Q Q)L^ �N .^. Z 45 J' m m WUj J O Ln4) L U Q Z W WLz J WZt-a 0 oZrzQU M '-1 Z <Ux< = ZZ~z 0 Ln C1.4v=OR O (n ce 0 t-WoZ O L■ ■ J ,-1 90 r-j 0 o= Ln Z z a' ^^ f..� O Yo U 'Lau OM Q 8-Z 2 z W z Z Z a 6 9- z �W6Zo0 C' M 1—I � J ga�aa� LJ O Z �-W LL$o�Za LL x0on }- Ln (V Z v0iOzz �aa ZT-1 1,0 _j LL W z � O Z m g t­4 J SCALE AS NOTED PLOT DATE : 08 / 17 / 2011 VERSION NO. 1000 JOB NO: 11-1198-1203 SHEET NO. 6 C) 11'-0'A.F.F. PLATE HEIGHT PLATE HEIGHT 7'-0' A.F.F. _ _ _ _ _ _ �— WINDOW HEADER HEIGHT �_jr D'-0' FINISHED FLOOR_ 6'SCORED BAND .'SCORED BAND oABLEYENr 1' SCORED {' BAND INININE TO INININIM TEXTURED FINISH TYPICAL ■ ■ ■■■ ■■■ ■■■ ■■■ ■ ■ 11 N■ ■■■ ■i■ ■■t I 1 11 I ■■■ ■■■ ■■■ ■■■ 11 TEXTURED F114SH TYPICAL Fl- SON 101 IN ■ ■ IInII oiil 1 ■■■ ■■■ ■■■ ■■■ ■ ■ 'F ■■■ ■■■ ■■■ 11 T11 TEXTURED FINISH TYPICAL MINININ FRONT ELEVATION SCALE: 1/8" = T-0" PLAg TE HEHT 8'-0'A AF. _ _ _ _ _ DOOR HEADE., HEIGHT _ 7'-0'A.F.F. WINDOW HEADER HEK314T .'SCORED BAND 6'SCORED BANDj _ __ ___ ___ IL \_CEMENTATIWS TEXTURED FINISH TYPICAL \_CEMENTATKXIS TEXTURED FINISH TYPICAL 9'-4'A.F.F. PLATE HEIGHT WINDOW HEADER HEIGHT .'SCORED .'SCORED BAND IFMI SAN. -: .:• ... .. _ _ .. .. ..._ : •. D'-0' FINISHED FLOOR N 6'SCORED CEMENTATIOUS .'SCORED BAND TEXTUREDFINSH SAM TYPICAL LEFT ELEVATION_ '\_CEMENTATIOUS \_CEMENTATIOUS TEXTURED FINISH TEXTURED FINISH TYPICAL TYPICAL REAR ELEVATION SCALE: 1/8" = 1'-0" SHINGLE ROOF TYP. 12 — ------ 12 12 _. .-T- 6� 94'A.F.F. PLATE HEIGHT _ T-0_A.F_F.__ __ _ _____ _____ _ ___ WINDOW HEADER HEIGHT e'SCORED 6"SCCRED BAND BAND :�•. 0-0' FINISH FLOn. � t ..! ... .... .... v. �....... _.., .... •':•; .:,: ,,:.. .. _ ED W SCORED CEMENTATIOUS B' SCORED BAND TEXTURED FINISH BAND TYPICAL RIGHT ELEVATION_ SCALE: 1/8" = T-0" GENERAL NOTES VENTILATION CALCULATION FORMULA =FBCR 2007 Sec R806.2 S.F / 300 (1/300) / 2 (INTAKE vs EXHAUST) ' 144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH REQUIREMENT UNIT-1601 UNIT-1398 UNIT -1399 1901 TOTAL S.F. 1763 TOTAL S.F. 1763 TOTAL S.F. 457 SQ. INCHES 424 SQ. INCHES 424 SQ. INCHES OF VENTILATION OF VENTILATION OF VENTILATION REQUIRED REQUIRED REQUIRED ROOF CRITERIA 12" OVERHANG U.N.O. PLUMB CUT FASCIA 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. 4' 4' 9'-411 9'-4" 4' 4' 9'-4" 91-411 4' ROOF VENTS SCALE: 1/16" = 1'-0" N N N Ln C a' (D (M F- CI co) M3 ;a co to O a) OMnp E0 Limit C m ttf 'd U C CD c-M — t0 tD M i m O ANY U '.O rn OD ' �Q N rn s O A N C B D C B D® •..r 1 i N i 56 o *12� • TE • � LL G • Ib� t �' T a'i 10r- N- zLLa �/111111� a (5 L) To the best of the engineers knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. 0 Z � M OV: 3) M O aj Q 'L M � Fa- �j LL 9 L N Z Cn Z 'J WC) W C � Inin V a z W w U- O J 5 LLJ Fr i C)5z>-z<0 W M Zrz8fQ zZ~z 0 c�zo aw ui NJ dgo�8 88 4 (.) T7 Lu Z O W -q Z � \L ` 00_ �0_ 1 L 1 I i ' W 3: d —j W O O aZ W 0O90 (W] O O ZW W S Q Z w W000�o W a�i- 0 H� X aQ 1— L! 6 J W Ct)7 CD'^ LLI 0 L L z Z U Y / 0, "' N 1 oYLU LU Z O Z a~� LL O LU (/� v • Z z O g U- t--t J SCALE AS NOTED PLOT DATE : 08 / 17 / 2011 VERSION NO. 1000 JOB No: 11-1198-1203 SHEET NO. 7 GENERAL ELECTRICAL NOTES: 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 tyke 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 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER FqT WEATHERPROOF DUPLEX OUTLET W.P. G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH r- . FOUR-WAY SWITCH $R RHEOSTAT SWITCH 4- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE O; RECESSED INCANDESCENT LIGHT FIXTURE 4-P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)C STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �]M ELECTRIC METER ELECTRIC PANEL —AM__j DISCONNECT SWITCH SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J if C CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ C J ROUGH -IN FOR OPT. CEILING FAN 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. UNIT 1501 NIT 1399 NIT 1398 FAIR HOUSING ACT REQUIREMENTS: OPERABLE PARTS OF THE CONTROLS FOR LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIROMENTAL CONTROLS MUST BE LOCATED NO HIGHER THAN 48", AND NO LOWER THAN 15", ABOVE THE FLOOR. IF THE REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE, AN OVERHANGING SHELF) BETWEEN 20 AND 25 INCHES IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FOR FORWARD APPROACH; OR 46" FOR SIDE APPROACH PROVIDED THE OBSTRUCTION (FOR EAXMPLE, A KITCHEN BASE CABINET) IS NOT MORE THAN 24 " IN DEPTH. OBSTRUCTIONS SHOULD NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL. SMOKE DETECTORS SMOKE DETECTORS SHALL BE IN ALL SLEEPING AREAS, SHALL BE INTERCONNECTED, SHALL BE WITHIN 1' TO 3' OF PEAK, AND SHALL BE 3' FROM THE SUPPLY OR AIR STREAM, AND EQUIPPED WITH BATTERY BACK-UP. ALL SMOKE DETECTORS TO BE ARC -FAULT PROTECTED. sYMUROL ELECTRICAL PLAN SCALE: 3/16"=1'-0" to L_ O M 0 u _ � vi C v O M H N 005 co')o a a ON N V) ra o"�00 m l>S Ct U � � �C: c) w � ;E MLLM m OM-he 04 U t1 0 0 ' aro 'r cn a � rn � 6 A 0 It M. NCB�vZ '.. O Z W 7 N C r Z — in 1,t ` LU O J Q W a'LL� O WCN ZW M LL j5 U) ME H Z 00 m m Q W o a d O J v O � To the best of the engineers knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. it O N M Z � M r 0 � to > N O M O 0 N Q z fu 'i .al� Z � N n N Z LU W C JLna) L U Q Z W 0 z Woo mz�i2� �o w zQ� � M Z U Qf¢ ZW~z O g La0 J N � °ot-zN a U O UD �3uo W 0 O U.1 Z �J rA %D NO Ln Z 4t LL QO W wQ�03 ce V S VY O C 12 O O Q 90zm 0 W Z J LLI O 0 Q fM I--1 J Q 5� F- Lu tQQ- a rat Z W QLU U WaELLZ paW� `U 0 IL Z Q I.n DC O N *� I �— aWWa IdW a~� z o V " > F_ g J Z O a W SCALE AS NOTED PLOT DATE : 08 / 17 / 2011 VERSION NO. 1000 JOB NO: 11-1198-1203 SHEET NO. 8 =s min yr-P r ®.fie]® _�lRR7 IQC u. r^ a ll[IIIF� ..1T ]! ! 111 IN 11 B 1 1 1. �.�.. ..� .,,1� ■`i71l�.tR�l7w! .l nm i wIH�9 f �9 � , I r !w� i i " , w r �� ��• r r �s��rna�±� ID 11 i t wwR � L _ I I - ----�n�Irsr , n III 1 n 1 rv�N rl111�lnPT 1 T IN iN -- I 1 le r r 11t�P�tl•If�11 1 R1AI r It -1 11 11 11 1 U 0 � 1-1/2" PVC w/ (3) #2 AWG cu CONDUCTORS (1) #6 AWG GND (TYP. TO UNIT PANELS) 125A, M.L.O. 300A, M.C.B. M 120/240V IP, 3W 120/240V 125A NEMA i IP3W NEMA 24CKT. 3R 32KAIC M TYPICAL FOR ALL UNITS 125A M METAL I/O CU BARE THRU-0UT FA 125A COLD WATER BLDG PIPE STEEL 5/8" x 10' CU GND RODS 0 0 C.O.L. XFRMR tt MCM AL CONDUCTORS 6 UNIT RISER DIAGRAM_ METER BANK (SEE ELECTRICAL RISER DIAGRAM) PROVIDE A MIN. 12" VERTICAL SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES UNIT 1501 NIT 1399 I� NIT 1398 SYMETRICAL SYMETRICAL ELECTRICALSERVICE PLAN SCALE: 3/16"=1'-0" U) �W ai II W III •^�` tJ VM vi E N v Q) L MO o�a°0o O N cj 2Moo m�v m w a,'� (D �FM a)NMYO3OOO U Rig 0 OD crap O rn � 0 A B D® N C B D C O V N N u) Z W F �.-� T � 00 r N n IL Q z LL v W airNrN > J �� W � O `�" �' AWN zoo 31z .Z V �g� \ Zy Z o0 00 Go W a it Lf)O U To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. Q 'r--I fM fV M Zcu� 0 O Q C fM 0 •L cQ L a�0 z �N L n Z 4-J z T Z� W WJLn i -� Q) LLn U Q Z W f Who J W00aIL W�r a' �z zog0 M zQQUQQ Cl, gvb -, Ln N Oa0 O t�vo U_ J Uj N ® � O Uj 1r=..zz y J 3 J 2:ko NO i� �- ,_ * U W A ace O> zco Wr-OJp2p �" O Z S Q Z W W Waoo8o J M F--1 J ~ ~ J Lu h• •1 ,--I z Q u, 0 LL z V Q S o >- En o< o �oWa Ce O N O 1 J<YW aQ�� > Z z O g W SCALE AS NOTED PLOT DATE : 08 / 19 / 2011 VERSION NO. 1000 JOB NO: 11-1198-1203 SHEET NO. 9 CI t—� I I I I I I I I SYMEfRICAL UNIT 1501 NIT 1399 NIT 1 398 SYMETRICAL GRILL SIZE DUCT SIZE 7 10x6 301 AIR FLOW HVAC PLAN SCALE: 3/16"=1'-Y' N .N N u 0 N C 1— cIS cr, ell L MoO O�C�D N 10 CY O N Ln o�0 0 m M's U 00�m C �= E co')m th Y N O °' U Y FaoC3) 3 a00 W 0Q- rn � 0 A 0 N C B D C p N rC N N �Z W AGO O T T ~ N 01 z LL J W Q aiNa ¢ LL Li \ W Iv 0� a 19 �, Z O �Wa T' 3 z Z LLZ N M� 00 m W a g 0 � o To the best of the engineers knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. 0 '- M N M Z +�.+ M 0 �M CO Q '>` ON X0:2N F-- m LL 3 �N Z 2 J W 0 Lna) L U W a z wLLJ Wu�C w C)�Z}Z¢� M zza a8QQ �zzz~z 0 Qgu o-j raa�3uo H "' t- W N N = z J T� O W W = Wz � J W NO Lnz Q O a Lu vt m 1 1 f ad zd Z M i~-1 Q Uj ZO�z 0 Q O 0 Z Q~��a►8►yy �$OLLZa LU O Z ¢ 08 ff x 'L z Ow¢ Ce O C-4 ' LLI z C) LL LU z O Z g = t—t J SCALE : AS NOTED PLOT DATE : 08 / 17 / 2011 VERSION NO. 1000 JOB NO: 11-1198-1203 SHEET NO. 10 11Ylakar.uu .,. Ly uY..�= .L.=,, • ,1 4"A, J. 111 LJI,.y ;..al .11i..1 J i LL &Lai.U-ULLA4AI ai _ L ■l l I � o r W.W.M. PLACED IN 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB OR FIBERMESH REINF. SLAB THICKNESS sYMETRICAL SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN 80'-4" 10 w N a I. CONTROL JOINT DETAIL SCALE: 11/2"=1'-0" ° #5 CONT REINF. SEE FND. FOR QUANTITY ' #5X25"X25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL Ak SCALE: 11/2"=1'-0' GENERAL NOTES: 1 00 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED 2 4" 2500 PSI CONIC. SLAB W/ FIBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUPS INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER 8 TREATED FOR TERMITES 3 ■ INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ 1#5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 17"EMBEDMENT W/ 30" EXT. ABOVE SLAB (5' 4" O.C. MAX U.N.O.) (REFER TO NOTES) O INDICATES FILLED CELL W/3000 PSI CONC. W/(1) #5 REBAR TYPICAL BELOW SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W! EXT. TO TOP COURSE BELOW SLAB (5' 4" O.C. MAX U.N.O.) (REFER TO NOTES)S3 F 4 CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE. ij- 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF I/4 OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION SYMETRICAL FOUNDATION PLAN_ SCALE: 3/16"=1'-0" 26'-8" 27'-0" 26'-8" 13'-0" 13'-8" 13'-0" 14'-0" 12'-8" 3'-8" 7'-0" 3'-0" 7'-0" 3'-4" 3'-4" 7'-0" 3'-8" N L A A L N L S3 S3 S3 S3 S3 S3 TYP. AT S3 LANAI t t nJ F ■ ■ ■ /, ■ \\ ■ ■ ■ 7�• x 7S' x 1'-0' ■ I I w! (3) MS EW. wd {3) 85 EW. M (3) t5 E.W. I I (2)iSVERTICALS -� 4 I � (2) ■VERTICALS PROVIDE 1 Yz' RECESS FOR (2) VERTICALS ■ I I WAN FILLED CELL WANFlLLEDCE t` N N �tif M vi C � H N Op000O � `�ON vt oMoo r0 �_ W ROOF FRAMING NOTES SHINGLE ROOFING SYSTEM (SEE ARCH.) OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. SEE PLAN FOR TYP. ROOF SLOPE = 6:12 TYP. U.N.O. UNIT 1501 UNIT 1399 UNIT 1398 UNIT 1501 ROOF FRAMING PLAN SCALE: 3/16"=V-0" C UPLIFT CONNECTION CROSS-REFERENCE SIMPSON STRONG TIE USP MANUFACTURING, INC. CAPACITY FASTENERS CONNECTOR CAPACITY SYP 7 SPF I ISYP I SPF H3 455 META20 1450 HHETA20 2235 H10 99 MTT28B HTT22 4455 5260 HD5A * 370 * 4405 1165/111 550/3325 HUS28 220/597C MTS12 1000 MTS16 1000 V I LGT2 1 2150 9-10dx11/2 9-10dx11/: 535 10 - 8d 320 8 - 8d 7-10dx11/: 12-10dx11) 850 16 - 8d x 1 1/2 1455 00 24 -16d 32 -16d SINK 570 5/8" DIA. BOL" .nn 7/All MIA M^1 - 175 ** 8 -10d x 3" JUS26 510/740 1440/695 ** 1 50/2540 ** 20 -16d x 31/2" THD26 1875/3( * 2705/4510 ** 30 -16d x 31/2" THD28 23300 860 14 -10d x 1 1/2" MTW12 1195 860 14 -10d x 1 1/2" MTW16 1195 860 14 -10d x 1 1/2" MTW20 1195 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIN 1850 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS LUGT2 185C FASTENERS - 10d x 1 1/7' -10dx11/2" - 8d X 1 1/2" - 8d X 1 1/2" - 10d X 1 1/2" + - 101 2 -16i - 5/8" - 3/4" - 3/4" -10d 905 114-10d X1' HTS 20 1 1450 1245 24-1Od X 1 1/2" HTW20 1530 1315 SP1 585 535 1 10-10d SPT22 715 GT-2 SP2 1065 605 1 12- 10d SPT24 895 .10d 605 520 12-1 Od X 1 112" (5) - MINIMUM 3" MEMBER DGE *' REACTIONS ARE FOR ROOF LOADS ONLY ACH *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE TOR THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. DROP HIP DETAIL 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 611) '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 #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 1 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6.0" ON A HORIZONTAL PROJECTION, GALVANIZED 5/8" DIA ANCHOR BOLT WITH HOOK AND 6"EMBEDMENT INTO BOND BEAM AND 2" x 2" x 1/8" PLATE WASHERS, TYP. 8 x 16 BOND BEAM REINFORCED WITH (1) #5 CONT. EACH COURSE GROUTED SOLID IRDER f RUSS OLT H SIDE GIRDER N N 0 0 N 12" 6" 6" 61i N 0. C. 19MAX. STAGGERED ELEVATION A -A A • A (2) - 2 x 8 SYP. P.T. LEDGER CONT. (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS 24-10d X 1 1/2" 8-10d in - ins (A) 1 OR 2 PLY CARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS SEE 171 1 FOR L-1 ADDITIONAL INFORMATION TRUSS (SEE PLAN) CMU WALL (SEE PLAN) rT SECTION AT LEDGER SCALE: 3/4"=1'-0" BOTTOM OF TRUSS 0 � O U) N V � N C +' 4) H 1 E0 ra O or? oM_ E n � -i3 C � Q mrod'U 00 M C MY O )N 0 '. U 3 CIO, �. a°0o 00 < C 0 �1 •^ N N � C LL& � -J To the best of the eng edott�ll% understanding, the structuralrf�� specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. i O 7-4 M PV M Z :2 0 O i� O Gj CO L z cQ L Q 0 M 3 �N L Z Z W LU CD c0 J Ln N U m Q z W W U .I mZ d CDr-o z<U O� Zz 1 LA 1n r-1 O W Z® 3 T -1 2 9.O NO to Z a 0 W g O 3 o a uW-82 zguigi a.Barm 0 W ,�7 O z W =RQ�QXS Z O�iZQ 1 �'//�� Y / LL Q�Xq0 {7f O W N I - Y gW 0. w z H z 0 Oo g SCALE AS NOTED PLOT DATE : 09 / 08 / 2011 VERSION NO. 1moo JOB NO: 11-1198-1203 SHEET NO. 12 � GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. * LINTEL MINIMUM DEPTHS ARE CALLED OUT. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. < �ri m«C-'3Q ri � ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D - 1-1/2" CLEAR #5 REBAR AT BOTTOM MIN. (1) REQ'D 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT. O OR n n O O O O n n O 01 ONLY IF NOTED ON LINTEL PLAN r 1. Refer to manufacturer's specifications for installation. r- 2. Contractor to provide proper protection of lintel to prevent rusting. TYPE DESIGNATION Refer to manufacturer's specifications. F = FILLED WITH #5 REBAR AT TOP 3. It lintel is scratched or damaged refer to Powers Steel for repair. GROUT / U = UNFILLED MIN. (1) R Q'D 4. Lintel depth to match precast depth. One #5 Bar required top and R = RECESSED 1-12" bottom of all Powers Steel lintels. CLEAR 5. A bonding agent must be applied to the Steel Box lintels prior to CITY. of #5 REBAR @ BOTTOM OF LINTEL CAVITY applying the cementitiuos coating. See contractors cations g' for approved manufacturer products and installation instructions. O 2 O 0 L� 1 l O F x M.U. t- :0Lu w 8F16-1 /1T 4� 1 1 1 1. GROUT (2) ROW 10d NAILS LOMINAL' AT 6" O.C. QUANTITY OF WIDTH #5 REBAR AT r'7 FIRE RESISTANT PLYWOOD AFIRE RESISTANT PLYWOOD 4' EA. SIDE OF PARTY WALL 4' EA. SIDE OF PARTY WALL " _ ■ O BOREBAR TTOM OF TOP NOMINAII o LINTEL CAVITY r- 00 HEIGHT--BOTTOM REINFORCING PROVIDED IN LINTEL - 7_5/8"ACTUAL_ (VARIES) lip Nil N N MATERIALS GENERAL INSTALLATION NOTES 1, fc precast lintels = 3500 psi. 1. Provide full mortar head and bed joints. 2. fc prestressed lintels = 6000 psi. 2. Shore filled lintels as required. 3. grouted per ASTM C476 fg = 3000 psi w/ 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. maximum 318" aggregate and 8" to 11" slump. 4. U-Lintels are manufactured with 6.12" long notches at the ends to accommodate 5. Concrete masonry units (CMU) per ASTM C90 w/ vertical call reinforcing and gyrouting. minimum net area compressive strength =1900 psi. 5. Ali Ilmels meet or exceed L/360 vertical deflection, except lintels 17-4" and 6. Reber per ASTM A615 Grade 60. longer with a nominal height of 8" meet or exceed U180. Prestressing strand per ASTM A416 grade 6. Bottom flew added reber to be located at the bottom of the lintel cavity. 7. 270 low relaxation. 7. 7/32" diameter wire stirrups are welled ID the bottom steel for mechanical anchorage. 7/32 wire per ASTM A510. 8. Cast -in -place concrete may be provided In composite lintel in Ileu of concrete 8. Mortar per ASTM C270 type M or S. masonry units. 9. Safe bad ratings based on rational design analysis per ACI 318 and ACI 530 10. Florida Product Approval No. 158.1 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied In accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with vertical (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine badinp with the following equation: Applied vertical load Applied horizontal load + < 1.0 Safe vertical bad Safe horizontal Icad Q Q 8RF6-0B/1T 8F8-0B/1T ; O © O 0.- 0 o O o O O 8RF14-1B/1T 8F16-1B/1T 8F16-0B/1T O O O O 8RF22-1B/1T 8F24-OB/1T O O O O O O 8F28 OB/1T 8R30 OB/1T 0 O WRAP FRAMING MEMBER W12 LAYERS 518" TYPE "A" GYP. BOARD EACH SIDE. FOLLOW GA DESIGN NO. WP3910 FOR ATTACHMENT OF GYP. BOARD TO FRAMING MEMBER. FIRE RESISTANT PLYWOOD `- FRAMING MEMBER SEAL GYP. BOARD/ROOF DECKING INTERSECTION W/ ROCKWOOL FIRESAFE NSULATION OR EXPANDING FIRE -STOP FOAM OR FIRE BARRIER CAULK INSTALLED PER MFGR, INSTRUCTIONS (SEALANTS MUST COMPLY W/ UL 1479 OR ASTMIE i 14) ENG. WOOD TRUSSES WITH VERTICALS SPACED @ 16" O.C. TYPICAL PARTY WALL DETAIL SCALE: 3/4" - T-0" -_: ENGINEERED WOOD TRUSSES w/ VERTICALS SPACED @ 16" O.C. EA. SIDE OF PARTY, WALL ENGINEERED WOOD TRUSSES @ 24" O.C. 2 HR BLOCK D-2 8" CMU WALL Wl #5 BARS VERT. @ 6'-B" O.C. MAX. MINIMUM REINFORCING LAP = 30' NO PLUMBING, MECHANICAL EQUIPMENT, DUCTS OR VENTS TO PENETRATE PARTY WALL GRADE BEAM FOUNDATION TO BE 5" CONCRETE SLAB. STANDARD FOUNDATION TO BE 4" CONCRETE SLAB. SEE PLAN FOR MORE INFO. CLEANED COMPACTED & TERMITE TREATED FILL @ V-0" O.C. SEE 1/SS S GYP. BD. @ CEILING USP HTA20 @ 48" O.C. ALTERNATING FROM EACH TRUSS SINGLE COURSE 8" K.O. BILK. TIE BM. Wl (1) #5 BAR CONT. LINTEL SCREEN a 12" GYP. BD. ON DBL 1x2 FURRING (1 12' THK.) VERT. @ 24" O.C. W/ MIN. R4.2 FOIL BACKED INSUL. BETWEEN EACH SIDE MASONRY PARTY WALL (SEE UL DESIGN NO. U905) r."• r r r•: r•: I 4• 4 FIN. FLR. T-8" x V-8' CONC. FTG. -/ V.8. FOR GRADE BEAM W/ (3) #5 BARS. CONT. FOUNDATION ONLY: ADD (1) #5 BAR @ TOP & HAVE #3 TIES @ 48" O.C. 1 TYPICAL 1 STORY 2-HR. FIRE RATED PARTY WALL SCALE:3/4"=V-0" i � M,I V■1t15 ■tau■x ■ C © rr21 p':lc^r�]'nr.. a-'S ��c�c>cr.: �•.-•.' rc�r. l•±'..'�.c�'�r_ 1. CONCRETE BLOCKS* - VARIOUS DESIGNS. CLASSIFICATION D-2 (2 HR). SEE CONCRETE BLOCKS CATEGORY FOR LIST OF ELIGIBLE MANUFACTURERS. 2. MORTAR - BLOCKS LAID IN FULL BED OF MORTAR, NOM. 3/8 IN. THICK, OF NOT LESS THAN 2-1/4 AND NOT MORE THAN 3-12 PARTS OF CLEAN SHARP SAND TO 1 PART PORTLAND CEMENT (PROPORTIONED BY VOLUME) AND NOT MORE THAN 50 PERCENT HYDRATED LIME (BY CEMENT VOLUME). VERTICAL JOINTS STAGGERED, 3. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER - ADD 12 HR TO CLASSIFICATION IF USED. WHERE COMBUSTIBLE MEMBERS ARE FRAMED IN WALL, PLASTER OR STUCCO MUST BE APPLIED ON THE FACE OPPOSITE FRAMING TO ACHIEVE A MAX. CLASSIFICATION OF 1.12 HR. ATTACHED TO CONCRETE BLOCKS (ITEM 1). 4. LOOSE MASONRY FILL - IF ALL CORE SPACES ARE FILLED WITH LOOSE DRY EXPANDED SLAG, EXPANDED CLAY OR SHALE (ROTARY KILN PROCESS), WATER REPELLANT VERMICULITE MASONRY FILL INSULATION, OR SILICONE TREATED PERLITE LOOSE FILL INSULATION ADD 2 HR TO CLASSIFICATION, S. FOAMED PLASTIC' - (OPTIONAL -NOT SHOWN)-1-12IN, THICK MAX, 4 FT WIDE SHEATHING ATTACHED TO CONCRETE BLOCKS (ITEM 1). THE DOW CHEMICAL CO - TYPE THERMAX 'BEARING THE UL CLASSIFICATION MARK UL DESIGN NO. U905 0 O `` MN MIl N O UNIT 1501 UNIT 1399 UNIT 1398 UNIT 1501 LINTEL PLAN_ 1. TRUSSES -TWO REDUNDANT LOAD CARRYING PARALLEL CHORD TRUSSES SPACED 6-3/8 IN. APART FABRICATED FROM NOMINAL 2 BY 41N. LUMBER SPACED 16 IN. O.C. ORIENTATED VERTICALLY. TRUSS MEMBERS SECURED TOGETHER WITH NO.20 MSG GALV STEEL TRUSS PLATES. PLATES HAVE 5/16 IN. LONG TEETH PROJECTING PERPENDICULAR TO THE PLANE OF THE PLATE. THE TEETH ARE IN PAIRS FACING EACH OTHER (MADE BY THE SAME PUNCH), FORMING A SPLIT TOOTH TYPE PLATE. EACH TOOTH HAS A CHISEL POINT ON ITS OUTSIDE EDGE. THESE POINTS ARE DIAGONALLY OPPOSITE EACH OTHER FOR EACH PAIR. THE TOP HALF OF EACH TOOTH HAS A TWIST FOR STIFFNESS. THE PAIRS ARE REPEATED ON APPROX. 7/8 IN. CENTERS WITH FOUR TOWS OF TEETH PER IN. OF PLATE WIDTH. 2. WALL ASSEMBLY -THE 2 HR. WALL ASSEMBLY MAY BE CONSTRUCTED FROM ANY UL CLASSIFIED CONCRETE BLOCKS'. SEE U900 DESIGNS FOR DETAILS. 3. GYPSUM BOARD•-2 LAYERS OF 5/81N. AND 1 LAYER OF 5/8 IN. (ON BLOCK WALL). WALLBOARD APPLIED HORIZONTALLY OR VERTICALLY WITH VERTICAL JOINTS CENTERED ON STUDS, AND NAILED TO STUDS 7 IN. O.C. WITH 8D CEMENT COATED NAILS, 2-3/8 IN. LONG, 0.113 IN. SHANK DIAM AND 9/32 IN. DIAM HEAD. ON BLOCK WALL, NAILED TO FURRING STRIPS WITH 6D CEMENT COATED NAILS, 1-7/8 IN. LONG, 0.0915 IN. SHANK DIAM AND 1/4 IN. DIAM HEAD. AS AN ALTERNATE, NO.6 BUGLE HEAD DRYWALL SCREWS, 1-7/8 IN. LONG, MAY BE SUBSTITUTED FOR THE 6D CEMENT COATED NAILS. 4. BLOCK FILLER -TOP COURSE, 8 IN. KNOCKOUT BLOCK FILLED SOLID WITH #5 CONT. TYP. 5. HORIZONTAL RIBBON - (2) IX4 PT HORIZONTAL RIBBON. 6. BATTS AND BLANKETS - (OPTIONAL) - MINERAL FIBER OR GLASS FIBER INSULATION, MAX 8 IN. THICK, PRESSURE FIT TO FILL WALL CAVITIES BETWEEN STUDS AND PLATES, MINERAL FIBER INSULATION TO BE UNFACED AND TO HAVE A MIN DENSITY OF 3 PCF. GLASS FIBER INSULATION TO BE FACED WITH ALUMINUM FOIL OR KRAFT PAPER AND TO HAVE A MIN DENSITY OF 0.9 PCF (MIN R-13 THERMAL INSULATION RATING). 7. PLYWOOD -15/32 OR 19132 IN. THICK WOOD STRUCTURAL PANELS, MIN GRADE "C-D" OR "SHEATHING". FACE GRAIN OF PLYWOOD OR STRENGTH AXIS OF PANELS TO BE PERPENDICULAR TO TRUSSES WITH JOINTS STAGGERED. 8. FURRING CHANNELS -MIN 0.019 IN. THICK (25 GAUGE) GALV STEEL, 1-3/8 IN. WIDE ON TOP AND 2.3/4 IN. WIDE AT BOTTOM BY 7/8 IN. DEEP. SPACED 24 IN. OC PERPENDICULAR TO FLOOR WITH A CHANNEL PARALLEL TO AND APPROXIMATELY 3 IN. ABOVE FLOOR AND 3 IN. BELOW CEILING. CLEARANCE BETWEEN VERTICAL AND HORIZONTAL CHANNELS 1.2 IN. 'BEARING THE UL CLASSIFICATION MARK UL DESIGN NO. 554 SCALE: 3/16"=V-0" 0 N L m "N M C vi E aJ m "D H N c� o 0 M o r, 00 onoE V) m t>y v C O N N � r0 CCU� 0 ctN " U =ao� o o00D cnaP to 0 O A 0ED NCBDC `��atyt�1111f1►ttl/////�OIJ k Ut nz .i 'jj ti •gal+++%.••'' QQZ s^ ✓� \ �1Z` To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. 0 � M N M ZM I Z ON N Q O O V LL N Ce N L n Z 2�" Z J C Jina) W mi Ln V .--I Q LU Wtiz zbt-a O M P Z<8 $rQ8� O '53 Z Z Z �, S� Z Ln LLJ CM rl O Wce Z® �O o0 Ln 7L °3 0� a O or- WZmF2F Z O Z Y E 0 2 Z w CD X XEZ O rl �^ 0 W jLA H Z Z 0 a SCALE AS NOTED PLOT DATE: 09 / 08 / 2011 VERSION NO. 1000 JOB NO: 11-1198-1203 SHEET NO. L 1 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-05, ASCE 5/TMS 402-05 & ACI 530.1-05, ASCE 6/rMS 602-05 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-01a, C476-01, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2005 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC), 2007 EDITION, (INCLUDING 2009 SUPPLEMENT). 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-02. 1.2. DESIGN: 1.2.1. ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-05, ASCE 5/TMS 402-05 & ACI 530.1-05, ASCE 6/TMS 602-05 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-01a, C476-01, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2005 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2. 6. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC), 2007 EDITION, (INCLUDING 2009 SUPPLEMENT). 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (W/O STORAGE) : 10 PSF (NON -CONCURRENT) 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL L AD F PLF N THE GUARDRAIL AND A SIMULTANEOUS LOAD 0 0 50 0 OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 2007 EDITION, AND CONDUCTED BASED ON A 120 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-05 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1 /360 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615-04a MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 1Y" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A185-01 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-05 (STRUCTURAL CONCRETE) ACI 530-5 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6' AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ 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 ACI- MCP 2004 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-03, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE Fm = 1,500 PSI MINIMUM. 4.3.5. METHOD Or 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 ALL EXTERIOR FRAMING SPF, fb = 675 PSI, E =1200 Ksi 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2002, BCSI 1 - 03 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8' OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA RESIDENTIAL CODE R703.6.2 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 01 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53-01, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500-03a, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325-94 MACHINE BOLTS: GALVANIZED ASTM A307-03 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33Ks1WITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 7' 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= 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fe = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. 'SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36136M 01. 4.7.4. STEEL TUBING: ASTM A500-03a, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FRC 2007 W/ 2009 REVISIONS, RESIDENTIAL SECTIONS R320.1, R320.2, R320.3, & R704. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-00 TERMITE PROTECTION - PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. IF CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC 105.11- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel' 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FRC R704- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 Inches. Exception: Paint or decorative cementitious finish less than 518" 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 �e 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 rain II occurs before vapor retarder placement, retreatment is requl 9. FRC R320.1.5.9 nnute overPour �nd mortar along the foundation perimeter must be remov re exte or soI 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 13120.1.6 - 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 -AII buildings are required to have pre -construction treatment. 13. FRC R320.1 - A certificate of compliance must be issued to the building department 9a licensed pest control company before a certificate of occupancy will be issued. 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 IM PACT MPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIO NS 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 REGARDLESSF AN AREA R HEIGHT ABOVE WALKING 0 0 G 0 G SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANE IN MULTIPLE )S U 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 34NCH(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 12 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. 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 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 120 MPIi + 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 90 +27.6 PSF / -31.2 PSF DOUBLE 160 +26.4 PSF / -29.4 PSF NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE Ng'. 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 FOR 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. N L M N lJ v V C c` co F- '� Mo 0 ^ 0000 O 0"0 0 m �70 C 0) CU.Md n3 EO C 1co` N O (I) ' U ,c �ao0 0OD 0 . 00 coQr Obi � O A B De N C B D C tAZAJP N i � T � .m. ~; min J • V% s a~ R 1 _b .O LL Z �� vo A L W /�/�IINtl11f11 To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O N M Z :!=! M 0 Or r>-t M cl Q M T__1 ; Q O ^ L Q N Z a..r Z 0 WJ O Ln N Ln V `� W Q Z W f O LL Z wF LL, ¢ W O M in 0 OZ}oao-U ZrQbf� 0 c�zso W_3 Ln N 0�03W0 0z w 2 Z 0 W r-I NO Ln Z g QLuv�~o�'c 0 w O � oUJI o w H Z m Ow oOLL,a Z O 0 D Z 0 8 z ¢�ao� 'LrLLLI LU C:)!� 0LLZa Vj_o8a f N >>�0�o _oZQ I J d' Ne w aQF-g z 0 > ~ g Z 0 0- SCALE : AS NOTED PLOT DATE : 08 / 17 / 2011 VERSION NO. 1000 JOB NO: 11-1198-1203 SHEET NO. SN 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. V-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. 164" (1) USP HTW20 OR (3) 16d TOENAILS OENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). r.*,.T SOUTHERN YELLOW PINE, 55 PSF LOADING COMPONENT & CLADDING DESIGN PRESSURE (120 mph, enclosed, 3 sec. gust,11/12 to 6.9.12 pitch, Exposure C, Height=30feet, Importance Factor=1.0) ROOF WALL TRIBUTARY AREA (ft) ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 10 20.9 -33.2 20.9 -70.1 20.9 -70.1 36.3 -39.3 36.3 -48.6 20 19.0 -32.2 19.0 -63.6 19.0 -63.6 34.6 -37.7 34.6 -54.4 50 16.7 -31.1 16.7 -55.0 16.7 -55.0 32.5 -35.6 32.5 -41.0 100 14.7 -30.1 14.7 -48.6 14.7 -48.6 30.8 -33.9 30.8 -37.7 125 14.7 -30.1 14.7 -48.6 14.7 -48.6 30.8 -33.9 30.8 -37.7 NOTES:1 FOR EFFECTIVE AREAS OR WIND SPEEDS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE BY MULTIPLYING BY ADJUSTMENT COEFFICIENTS IN TABLE R301.2(3) OF THE FLORIDA RESIDENTIAL CODE 2007 3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES UPLIFT CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE UPLIFT CAPACrrY LATERAL UPLIFT CAPACITY LATERAL CONNECTOR S Y.P. #2 S P F) CAPACITY FASTENERS CONNECTOR (S.Y.P. #2 S P F CAPACrrY FASTENERS MASONRY APPLICATIONS MASONRY APPLICATIONS HTA 16 1615 1585 590 10-10d x 1 1/2" META 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" HT F16 4290* 3689* - 18-16d & (1) 5/8" A.B. HTT16 4175* 3695* -- 18-16d & (1) 5/8" ATR HTF22 5370* 4618* - 32-16d & (1) 5/8" A. B. HTT22 5260* 5250* __ 32-16d Sinkers & (1) 5/8" ATR LUGT2 1850 1850 - 16-1Od & 5-1/4"x3" LGT2 2150 1850 _ 16-16d Sinkers & 7- Wedge bolts 1/4"x2 1/4" Titen 8-16d Sinkers & (1) LTS 19 1390* 1195* - 8-10d & (1) 3/4" A.B. LTT19 1350* 1305* - 3/4" ATR LTTI31 2825* 2429* - 18-10d x 1 1/2" & (1) LTTI31 2310* 2310* _ 18-10d x 1 1/2" & (1) 5/8" A.B. 5/8" ATR FRAME APPLICATIONS FRAME APPLICATIONS RT7 585 585 170 10-8d x 1 1/2" H2.5 415 365 150 10-8d x 1 1/2" RT16 1030 1030 645 16-8d x 1 1/2" H 10 990 850 525 16-8d x 1 1/2" RT16-2 1160 975 410 16-8d x 1 1/2" H10-2 760 655 395 12-10d S PT22 725 623 260 8-10d S P 1 585 535 - 10-10d SPT24 1085 933 260 12-1Od SP2 1065 605 -- 12-10d SPT4 1075 924 - 6-10d x 1 1/2" SP4 885 760 -- 6-1Od x 1 1/2" S PTH4 2150 1849 - 12-10d x 1 1/2" S P H4 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" AT LUGT2 2260 1956 440 32-10d LGT2 2050 1785 - 30-16d Sinkers HTW20 1530 1325 95 20-10d HTS20 1450 1245 -- 20-10d LSTA18 1235 1110 - 14-1Od LSTA18 1235 1165 - 14-10d LSTA24 1235 1235 - 16-1Od 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 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. TYPICAL HTA 20-18 /HTA 20 INSTALLATION - ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 0-1 LLI m 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 120 MPH SECOND GUST EXPOSURE "C" WIND ZONE 120 MPH3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + t + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE a 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: " FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. TYPICAL HTA 20-18 /HTA 20 INSTALLATION - ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 0-1 LLI m 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 120 MPH SECOND GUST EXPOSURE "C" WIND ZONE 120 MPH3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + t + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE a 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: " FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. } MIN. EMBEDMENT SCHEDULE FOR =AND QUANTITY )F FASTENERS TYPICAL MTW INSTALLATION LC SE USP MUGT15 TYP. �GIRDERTRUSS 2X TOP PLATE 5/8"0 THRU BOLT 2 X B.U.0 MUGT15 TYP. 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 CHIMNEY CAP 2"x4" BLOCKING (SEE MANUF. USP SPT24 AT SPECS. FOR MINIMUM DISTANCE) EACH JOINT TYP. EXTERIOR FINISH �-PRE-FAB CHIMNEY } z BLOCKING @MID POINT CRICKET MIL. FLASHING TRUSS TOP CHORD \\ CUSP HTW20 @ EA. CORNER DOUBLE 2"x4" BLOCKING SECTION "A -All w/ 1/2" PLYWOOD FLITCH SCALE: 3!4"=1'-0" ATTACH BLOCKING � TO TRUSSES wi USP SLOPE MP-34 ANGLE TYPICAL � HTW20 @ EA. CORNER WOOD TRUSSES CHIMNEY ASSEMBLY 0 4 " @ 16" O.C. MAX. 2"x4" BLOCKING w/ "PLYWOOD FLITCH TYP. TYPICAL CHIMNEY PLAN SCALE: 3/4"=1'-0" FILL CELLS � STD. 900 HOOK � BOND BEAM rn Lj 0 CV) w -- a STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. - FROM FOUNDATION �� -- - TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. En z z 0 Z.2) LLU SN 1 L N O C rn I� 'N vi C F N � 4) EMa°o ra o � o O � ono 0 C d% M LL CO N CV) � ' � O.T. N ��o U'a�o 65Qn rn 0 A 0 NCBDC � o0 W �/fl 1i111t11� O U To the best of the engineer's knowledge and understanding, the structural plans and spec fications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. >T O N M Z +�-+ el i � � O j n O Q � ft'h 0 Q v O � � ALL^ �N i n 2�2 W J C W _j o ca LA N � U a Z � W W °u_` o J wmaW�� Z a O C:) p z r M zQQ°aQ r-1 w~z C:Ln )O z o k a w 1 aa�a`2p� 0�03W0 N N UO�0 T� w = W l� O lD rl rLnl J J Q wcQQ03 DVS YV O p OC U W 2 J Ce �cnms Q ooWw za�Q?Z z ��8zo° O �aJQv� g�o�oa W Q ��-�oa /1 � >>Qoo Ln dX Z LL N 1 J°W< JaYw Z Q � LL > � g �Z-1 � a SCALE AS NOTED PLOT DATE : 08 / 17 / 2011 VERSION N0. 1000 JOB N0: 11-1198-1203 SHEET N0. N O C rn I� 'N vi C F N � 4) EMa°o ra o � o O � ono 0 C d% M LL CO N CV) � ' � O.T. N ��o U'a�o 65Qn rn 0 A 0 NCBDC � o0 W �/fl 1i111t11� O U To the best of the engineer's knowledge and understanding, the structural plans and spec fications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. >T O N M Z +�-+ el i � � O j n O Q � ft'h 0 Q v O � � ALL^ �N i n 2�2 W J C W _j o ca LA N � U a Z � W W °u_` o J wmaW�� Z a O C:) p z r M zQQ°aQ r-1 w~z C:Ln )O z o k a w 1 aa�a`2p� 0�03W0 N N UO�0 T� w = W l� O lD rl rLnl J J Q wcQQ03 DVS YV O p OC U W 2 J Ce �cnms Q ooWw za�Q?Z z ��8zo° O �aJQv� g�o�oa W Q ��-�oa /1 � >>Qoo Ln dX Z LL N 1 J°W< JaYw Z Q � LL > � g �Z-1 � a SCALE AS NOTED PLOT DATE : 08 / 17 / 2011 VERSION N0. 1000 JOB N0: 11-1198-1203 SHEET N0. 12 (TYP.) VARIES I INSULIN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) LAYER UNDERLAYMENT FOR ROOF PITCH 4:>12 & (2) LAYERS UNDERLAYMENT FOR ROOF PITCH 4:02. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER ROOF COVERING 7/16 O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. 2x SUB FASCIA 12" VENTILATED SOFFIT 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT C.M.U. TYPICAL TYPE "S" MORTAR 8"x4"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN Y COURSES CUT TO SLOPE. ELEV. -0'41/2" A.F.F. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES ff I ARCHITECTURAL ` FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN GARAGE SLAB AT STEP rB FOR LOCATIONS) SCALE: 3/4"=V-0" S3 1x4 P.T. BASE NAILER 4"x4"INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND 2x S.P.F. STUDS @ 16" O.C. Wl AXW1.4 WWF OR DECO FINISH 4" to 6" 2x STUD "FIBERMESH" LOAD BEARING OR BELOW GRADE EXTERIOR WALL _ 8" C.M.U. er '-------- c 1"x P.T. STUD #5 VERT. IN FILLED CELL III O° SEE CC/S3 OR CV 6 MIL VAPOR D z G/S3 FOR ANCHOR —I I F III- 5/8"x6" "J" BOLTS BOLT BARRIER 4 BOLT INFO. c I I z @ 24" O.C. VERT. OR (IF NO UP LIFT ON COMP. SOIL. I I ° WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (COMPACTED TO 95% -I I I I =III=III 11= (6) 1/4"x3 1/4" TAPCONS MODIFIED PROCTOR f 1 II I I—� I—� I "USP SPT22 TYP. SPACED EVENLY ASTM D1557) 2x P.T. PLATE 3" MIN. CLR. (2) #5 REBAR CONT._/ASSUMED FINISHED ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE GRADE U.N.O. DETAIL) MONO OR STEMWALL Z TYPICAL WALL SECTION A FOOTING MONO SHOWN 2 FOR CLARITY SCALE: 3/4" = V-0" S3 z NOTE: N • .- ALL R BEARING G W (1) ROW 2x BLOCKING @ MID W/ UPLIFT ONLY 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) _ @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". " rD 1/2 GYP. WB (MIN.) @GARAGE SIDE IF FRAME WALL TO C.M.U. WALL CONNECTION Z APPLICABLE. et SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB INFORMATION. @ 6" MAX FROM END OF 2 x PLATE E (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) WWF OR FIBERMESH D ° -III—III—III—I m a D II —III —III —III 11=111-1 I I I ° I III —III —III ;' r 'I ;,III,;,III,;,III,;,I I D./" o "'C IIII111111111111111111=, I l8" I— 11-1�I�J 11=1 I II I ICI I I TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT KG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" FOR ADDITIONAL SLAB INFORMATION. G S3 EXPANSION JOINT BLOCK WALL BEYOND OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO 13' O.H.D. RECESS RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB 14" O.H.D. RECESS PAVERS i -' l i =III=III=III � a III=1 I I- �'' �. ' � I -III ':�. ' • . -I , -I -• °: 4„ _III -III a -III-III •. :. I -, I=III III-� SEE A/S3 OR J/S6 I I I I I II IIII- I I, -El III I A '.. II I llli FOR REINF. INFO. 3" MIN. CLEARANCE ;~ SEE A/S3 OR J/S6 I 11111„111— I I I IIII- 1 8" (2 STORY) FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / 1'-8" (1 STORY W/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS ri 1' 8" (2 STOR SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. GARAGE DOOR SLAB RECESS G J.1 _ SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 13 3/8" MORTAR BETWEEN SLAB & BLOCK ELEV. 0'-0" A.F.F. -TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 11) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". _INSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR 2x P.T. BOTTOM PLATE Px6W1.4xW1.4 WWF OR FIBERMESH ° ° =1 IIIIIIIIIIII 1 �'31/2"(min.)-4" 00 _ 31/2"(min.)- 4" III-1 I I —I I 1 111=1 11= —III—I I —1 —i I-1 I I_ I 1=1 11=1 11=1 I I I I I —I I I_1' ' (2) #5 CONT. 4" 114" 8" U.N.O. MIN. TYPICAL BEARING WALL na STEP 0 SHEARWALL C "SHEAR WALL" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"" x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c 5/8"OR 1/2" HIGH STRENGTH --� (U.N.O.) (OR 5/" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"•x3/16" PLATE WASHER (TYP.) (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"xl0' WEDGE ANCHOR @ 24" O.C.) 2" 1/2m MIN. SCALE: 3/4"=1'-0" J S�GV PCS �Eo CONY -2x STUDS @ 16" 0/C � ISULATION PER CHART ON FLOOR PLAN 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. 0 K.O. BLOCK -USP SPT22 @ EA. STUD 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR 5/" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/- 2"•x3/16" PLATE WASHER (TYP.) (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 31/2" MIN. 00 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 11) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > V-6". _INSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR 2x P.T. BOTTOM PLATE 16x6W1AxW1.4 WWF OR FIBERMESH I (2) #5 CONT. 114„+, III I i I�� , III I I ,T, , e ' U.N.O. MIN. TYPICAL BEARING WALL @ STEP 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING -WEEP SCREED INSTALLED BAR -------- PER MANUF. '.'�-#3 OR #4 REINFORCING BAR D . > GRADE 40 MIN. Fy= 40k5 1 N - I z #3 & #4 LAP SPLICE ° 6 .p FINISH GRADE 6O 2 [GRADE 60 MIN. Fr- WWICV)c D . 25'MIN. LAP [30' MIN. LAP] —III=1 _III _ 6 MIL VAPOR BARRIER —III III D ° 1 I=III=111 111=_ a0 R 1 7/8" =1 I I I I I I I —I I I=1 I I —I I I—_ #5 REINFORCING BAR ' III D : I I -III -III -III -III- 04 z I I I . I I I=1 I I -I #5 LAP SPLICE III D ° . . I I_I 11=111= COMP. SOIL. (COMPACTED TO -I I 95% MODIFIED PROCTOR ASTM ' I= I I=1 I I=11 I —I 11=Iti 1-111-111= D1557) II I I II I I ;III ;III ;III, III_„III-' 4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. E S3 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE 31/2"(rr 00 REBAR DETAILS r F SCALE: N.T.S. S3 6x6W1.4xW1.4 WWF OR FIBERMESH SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE � D w III=1 11=III m. 6 D IIMIII-1II ELU LU g NII=1—I I I I I I II I I� I I I -ICI° CC S3 (2) #5 CONT. =1 I_F==I I I ON 3" CHAIRS (TYP.) 8" 1'4" (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH t`7 i D IF III IIIF I —I I- 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0° S3 MIN. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. TYPICAL THICKENED SLAB EDGE L. 2 1/2" FROM SLAB SCALE: 3/4"=1'-U 0011L0 J CONT. BEAD SEALANT a INTERIOR 2X STUDS @ 24" O.C. U.N.O. 31/2" VARIES MASONRY WALL AND GARAGE PAD FOOTING 1 1/2"RECESS FOR 6 x 6 W1.4 x W1.4 _ `= 1/2" GYPSUM WALLBOARD U.N.O. S.G.D. (U.N.O.) WWF OR FIBERMESH N _� 8" MASONRY WALL -. CONCRETE NAILS W 1 1/2 - T E EXTEND FILL CELLS c EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. G eh TO FOUNDATION PAD STAGGERED, FROM BOTTOM INSULATION PER CHART o CONT. FOOTING STEEL MAT REINFORCING. r ' PLATE TO CONCRETE - - " ON FLOOR PLAN ` __-__ _ ch (MIN. SHEAR 180# MIN. CONY. BEAD SEALANT - _ _ _ _ ° a a . o IIIII'-III-III' oo z GRAD — - TENSION 120#) CONCRETE SLAB W W 6W1.4xW1.4 F ORFIBERMESH T I a ° ? w �e sx "' M III •. _III- F- awo �� WW Owcnw « -� z V I- N - - -_- __- II o o M - M 6 MIL VAPOR - =11 I , ,III 111=1 I I 111 I II Ia -- SEE A/S3/J/S6 — �* +� 8" - FOOTING v BARRIER - FOR REINF. INFO. -- BEYOND OPTION #1 PAD REINFORCEMENT 3" MIN. CLEARANCE 4" 4" SEE TYP. WALL SECTION FOR ADDITIONAL (SEE SCHEDULE) FOOTING WIDTH SLAB INFORMATION. SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. K SLAB STEP & RECESS S.G.D. M PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'4" S3 SCALE: N.T.S. S3 G; rn N 0 u .0 L' C Cot) It N a co 0N0000 Ito 2 M o o m crs v 0 1� c O � O y ILL 0 co U ra0CD o a 00 00 ' char Lo o rn � 0 A " C BD C �` •''�,, C Ens• "_- $612 ' •~® OFN t _ •• 7"'77�f r� 3 11 111111� W �I O cai To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O N M Z :La c� i r V to N CD c(M O Q ,--r i N t\ W _j W O C Ln(L) Ln V Q Z w W°CC ur00¢ WG� 00 IM UFfrn00 Z>_Q�.Q zoaU r� O Sf ILD . W ~Z WOCJ N p�g v oS1K �A rl a 0 Z 0 wIZ `To W O to = ,--1 Ln Z Q 'T W LO�[[CO4 �VSYd' a O U LL. 0 � O0W0H l-ZmP Zo'��Zz WW1-1, W Q 0 8 QZ M r- 5 W a S0 LU Q $ >Lj Z a =0 aoga N I as HLu O � a~LL LL Z W CAZ z O g SCALE AS NOTED PLOT DATE : 08 / 17 / 2011 VERSION NO. 1000 JOB NO: 11-1198-1203 SHEET NO. S3M (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND i FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER i SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3)12d ^ J�TOI LS SPACED DOUBLE 2x TOP �` EVENLY EVENL PLATE HEADER FLUSH TO OUTSIDE OPTION 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (Typ) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD (2) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID *- POINT EVERY OTHER '+ STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)12d TO TRUSS BELOW BLOCKING (TYP.) 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD USP SPT22 @ EA. STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"Xi6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 911 HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS - 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS TO DRAIN WALL CLEAN -OUT A SCALE: N.T.S. �S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT I If -i I -- i 8 STD. 90 HOOK g" LINTEL BEAM WI 1 #5 CONT. IN OPENINGS GREATER THAN 6'4" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION - - -- _ - F l _� - - 1 NOTES: 0 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO II IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIALS BLOCK WALL ABOVE. T MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE G S4 O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DE1lL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY :. GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR - -- MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. INTERIO WALL EXTERIOF WALL 7 5/8" 8" 7 518" 8" 7 5/8" 8" 2� _ ❑ ❑ SOLID AREAS ARE STEEL AND GROUT DOOR OPENING ❑ ❑ ❑ * - DOOR OPENING - ❑ D I ❑ ❑ ❑ D ❑ ❑ 1 ST COARSE 2ND COARSE V 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 30LID AREAS ARE STEEL AND GROUT :ULL 8x8x16 BLOCK JOOR OPENING - CL VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-314", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO LTRUSS BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END WALL DOOR STOP v MOLDING v? a - 2x TOP PLATE Cn GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. FSTAGGERED FROM BOT. SEE A/S3 FOR DOOR TRACK PLATE TO CONCRETE REINF. INFO. W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j TYPICAL GARAGE DOOR BUCK KK SCALE: N.T.S. S4 SCALE: N.T.S. S4 Sic p�NpO`Y 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END V-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 FLAT STRAPS PER CHART ABOVE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR l� GREATER HEADER (2) 2x HEADER SEE PLAN S4 10d NAILS @ 8"------INTERIOR HEADER(1) 2x SILL PLATE W/ (2) O/C TYP. BOX HEADER 12d TOENAILS. ONLY DOUBLE 2x EXTERIOR HEADERS CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.O.) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE '-2x STUDS TYP. USP HTT16 TYP. U.N.O. SEE N/ ** HOLD DOWN CONNECTIONS Op�00,Q NOT REQUIRED @ BEARING FN/tiG, WALLS NOTED WITHOUT UPLIFT P.T. BOT. PLATE WALL HEADER DETAIL rQ SCALE: N.T.S. S4 -USP SPT4 SPT24 LISP 11�* 2X STUDS @ 24" O.C. P.T. ATE SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TyP•) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (1 0/C FIELD 2X4 PT STUDS @ 16" O.C. — (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - USP HTA20 @ EA. STUD LMAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF • ?q. SPLICE STAGGERED N r� 10d @ 8" O/C NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'1 LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL L II(Ai SCALE: N.T.S. S4 F= 2240 LBS USP SPT4 US C 11-USP SPT4 2X TOP PLATE OVERLAPPING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS / LINTEL INTO 10d NAILS @ 6" TRANSOM STAGGERED FRAMING io SP SPT22 SPT4 USP SPT4 J-BOLTS @ 24" O.C. MAX 2X P.T. PLATE 2X8 P.T. BOTTOM P r TE A , 5/8"x10" "J" BOLT @ 24" O.C. MAX. USP C (MIN. (2) PER BOTTOM PLATE) USP SPT4 SPT24 USP S U S TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING USP SPT22 SP SPT4 2X8 P.T. BOTTOM n PLATE 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE 2X BLOCKING -(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY - K.O. BLOCK W/(1) FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL C PT4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 0 BEYOND. L PLYWOOD PLYWOOD FASTENED TO TRUSSES 0 E SHEATHING WITH 8d COMMON WIRE NAILS @ 4" S4 O/C BOUNDARIES 6" O/C EDGES e & 8" O/C FIELD PLYWOOD SHEATHING MASONRY SP WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. PT4 MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 cn C u 0 0 vi C it N a) � N coow '0 0 OD O 0) 0M0 0 t`nit It m O U C 4% «S m 0 dNY AM 4D U rao0) CD 0 Q. CD ' cna� rn 51 0 a a NCHDC ...».,•• `tip. P , •, E,ys.. v} • O N � /J_ 0561 11 v • V. CEO ,moo p A �,�..... 0? N LLW";0'V L To the best of the engineers knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O '- M N t'h 0 �M ko M O Q N a •� m L z L z Z m LU J O Ln0) Ln C) Q Z W WU_Q J w m Q O M �Z}zQ° z>-¢ as 7--I � z Z I z u z p : Z �g ce- Ov �i Cq p� o O O:, w N aOZO � J C LU � 0 l,0 y � U-) Z J Q^ {. O W OC j Z a 1..L W 0 v0ZL' w Z zpfOzZ a (D Q16��aB �1 W Y$$L>ug W Ci z Q Ln N ' �RxLL _j Qa a ~ O Z Lu > g II 0 tZ SCALE : AS NOTED PLOT DATE : 08 / 17 / 2011 VERSION NO. 1000 JOB NO: 11-1198-1203 SHEET NO. SEE STRUCTURAL -SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND7KNAIL W/ (2)16d NAILS NOTES AND NAILING BACKNAIL W/ (2)16d NAILS SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER @ 24" O.C. NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOOKER @ 24" TOP CHORD SHEATHING DETAIL EA. OUTLOOKER 2"x4" FO.C. (OPTIONAL - SEE 2x4 OUTLOOKER BLOCKING FOR OUTLOOKER 24- @ 24" O.C. ELEVATIONS) SEE STRUCTURAL BACKNAIL W/ (2) 16d NAILS @ 24" 0/C FIRST FOUR ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°f 2X4 C@ BRACE TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING TOP CORD TRUSSES @ USP RT16 OR FOR FIRST FOUR FASTENED W/ (2) 10d FOR FIRST FOUR ROWS " 4 MAX. EA. OUTLOOKER SCHEDULE FOR SHEATHING DETAIL USP RT16 OR BLOCKING FOR - FIRST FOUR ROWS EDGES 2x4 BRACE EQUAL @ EA. ROWS TRUSSES @ 3"@ 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE EQUAL @ EA. OF TRUSSES @ IN SHEATHING APPROX. 8" FROM RO TYPICAL RIDGE FASTENED AT @ OUTLOOKER "L" EDGES OF O SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 2x4 CROSS BRACE APPROX. 2"x4" CROSS BRACE APPROX. 8 FROM OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. 48" O.C. EACH JOINT W/ (3) 10d MAX. BRACE TO EXTEND AT LEAST 90% OF WEB 2x4 CROSS BRACE @ 8'-0" O/C. EXTEND @LEAST 90% OF WEB LENGTH & NOTCH @ USP SPT4 @ EA. 8"FROM RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2) RIDGE FASTENED AT "L" BRACE TO EXTEND & (2)10d TOE NAILS @ EA. END @ 48" O.C. LENGTH (SEE TABLE) �� APPROX. 8 FROM BOTTOM CHORD (SEE STUD 10d TOE NAILS EA. END @ EACH JOINT W/ (2) 10d & (2)10d TOE ; AT LEAST 90% OF WEB 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) 2X6 FRAMED WALL -SEE NAILS @ EA. END LENGTH SEE TABLE ( ) GA GABLE TRUSS • ' SILL �� 1/2 CDX PLYWOOD OR EACH JOINT W/ (2) 10d & (2)10d TOE NAILS @ USP RT3A WITH 8-8d FROM LEDGER TP WALL SECTION FOR SPACING 2x4 PANEL BLOCKING CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d EA. END W. BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF ATTACHED W/ 10d NAILS AND 12" O.C. FIELD AND 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR W/ 10d NAILS O.C. EDGES TRUSSES FROM EA. O. 6. O.C. EDGES AND 12- O.C. FIELD @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 7/16" OSB SHEATHING 16" AND 12" O.C. FIELD END TYP. TOP & (2) 16d NAILS THROUGH CHORD CORD ATTACHED W/ (2) 16-d TOENAILS ATTACHED W/ 10d NAILS (2)16d NAILS BOTTOM ATTACHED W/ (2)16-d TOENAILS 2x4 7' ON TOP OF PANEL INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING BLOCKING, FASTEN WITH 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) � O.C. FIELD O.C. FOR THE FIRST (4) ROWS 10dx3" @ 4" O/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 2x4 "T" ON TOP OF PANEL @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH USP HGA10 @ 36" MOISTURE BARRIER USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. W/ (2)16-d TOENAILS 10dx3" @ 4" O/C O.C. 5/8 x 10 J BOLT @ 32 O.C. MINIMUM 6 FROM " " 11 " ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0° MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE STUD WALL PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA. TRUSS 0/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT (SEE TYP. SEC.) VERT. WEB (24" O/C MAX.) W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" TRUSS) USP SPT24 @EACH STUD NOTE: IF EMBEDDED TAPCONS. SECTION STRAP MISSED VERTICAL SECTION 2 SECTION 3 SECTION 4 WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. SS SCALE: N.T.S. SS SCALE: N.T.S. S5 REFER TO SECTION BACKNAIL W/ (2) 2x4 OUTLOOKER ,. 1A ON SHEET S5.1 � r SEE STRUCTURAL 16d NAILS @ 24 0/C FOR X-BRACING, AND NOTES AND NAILING TOP CORD N SCHEDULE FOR BLOCKING FOR USP HGAM10 W/ (4) TOP CHORD _ $o ao SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS `IA"xl-3/4" WEDGE BLOCKING EQUAL @ EA. OF TRUSSES @ BOLTS & (4) SDS 1/4" INFORMATION 1%1 1 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF x 1 1/2" SCREWS WOOD TRUSSES �o 00 APPROX. 8"FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING 1 1 " t2' EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS -- - TRUSS SPANS 1/2" CDX PLYWOOD OR 7/16" ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING @ 48" O/C FOR THE (2)16d NAILS OSB AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2 "x 6 LAMINATIONS W/ (2) ROWS OF W/ 1 SHEATHING ATTACHED FIRST (4) ROWS OF � W/ 10d NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS EDGES AND 12" O.C. FIELD (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2-1 OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA. O/C W/ 2 -16d END TYP. TOP & JACK TRUSS 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 51/2" LAG SCREWS OR EQUAL W/ (2) 16-d TOENAILS ,CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 -T" ON TOP OF PANEL \ OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING WV' -11 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 EXT. WALL CONN. q@COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) ) SECTION g �— SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM 2x ;ROSS BRACING SEE PLAN FOR OCATIONS) (2)16d PER JOINT .,.,,. , ,.......... .... ....,., ...,..., .,.., ..,..... 7x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 10dx3" O/C @� 2"x4 TOENAIL 6" O/C RUN W/ (2)16d TYPICAL NAILS .� ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES "MINIMUM (2)16d PER JOINT \— MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) ­ I—. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 8d @ 6"O/C WOOD TRUSSES USP HGAM10 W/(4)-3/16"x1-3/4" WEDGE BOLTS & (4) SDS 1/4" x 1 1/2" SCREWS 2 x 4 BLOCKING W/(2) 10d TOE NAILS @ EACH END @ 24" O/C (TYP) \—BRACING W/(3)10d x 3" @ • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD HIP FRAMING REFERENCE PLAN 0 z w a x 2x4 BLOCKING 2x4 "T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. (�SS) 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20 -0 MAX 20 -0 MAX "X" BRACE SEE DET. J/S5, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. w ---- w 0 c? 4 v W ZD ul 't o o 0 w CD o Q O Q o w NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-03 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N .N O � u C v 0 vi C It O tU Mo o ON oN00 N N .•. 0 vNi a"0 0 m M : o �c O ;iF0m co O M Y N U r 0-0 0) CO ' 0 r` rn � 6 N C BrD C fzl/zo�' r' �� G • -' o Iq. 56 is r� R 194 o Nrr.rrr� .�`\ Z ��A L E oQ LW Q g/I/�Jl!llIIi4A O U To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O '__I M f'4 M Z ;L-+ M 0 (n O N CD Q � in O a •� a, < i N Z � J W W JLn4) Ln V Q Z Z W Oz WfiiQ J mvC'L W 0 M pz}za0 z>_Q8'x� T-4 �E Zz}►�z 0 C7z0CJ c Ln o�o38g amz 7� O Uj T-.4 2: tO ry 0 Ln Z Y J Q O <VSUYUOC a wt�uLnco 0 r Z m S z ZO �z Oa25�W L" w 0 0� 0 1••-1 LJ.J 7� Z g�g w � 0 Ii z j = � 6 Ce N Roza a w Q O a~ Z LU > ~ g z 0 a SCALE : AS NOTED PLOT DATE : 08 / 17 / 2011 VERSION NO. 1000 JOB NO: 11-1198-1203 SHEET NO. S5 - 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB {REFER TO SHT. SDW2-K1 P T TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS MAX. g" PROPER INSTALLATIONDO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. FOR CONN. DETAILS 1 X 4 FOR CONN. DETAILS 1 X 4 ,� 1 X 4 FURRING q5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED �' 3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3" LONG FURRING TAPCONS 3/16.0 X 3-1/2" LONG ' #5 REBAR (TYP,) AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED y(g ATTACHED WALL SHEATHING TO BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. O.C. 2-ROWS INTO STAGGERED 16.1 O.C. 1X8 @ 2-ROWS INTO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH �� 3 DETAIL STD. 9V HOOK (TYP.) D. 90 HOOK (TYP.) ROWS STAGGERED 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS �J/ 11L 7 Z!:77 x BAND JOIST W/ FACE NAIL SEAT PLATE 10d @ TOP & BTTM CHORD, NOTE: AND (8) FACE NAILS 10d @ 3/16" x 3 -1/2" TAPCON @ 16" 1X4 P.T. O.C. & 4" FROM 3/16" x 3 -1/2' DOOR JAMB (REFER 1 X 4 1/2" DRYWALL 7METAL FIE VE71L LAP SHEATHING TO TRUSS VERT. WEB DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB REFER TAPCON ( TO SHT. SDW2-K1 FOR BOTTOM OF BAND " TO SHT. SDW2-K1 2 EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS r-=j 10d @ 12" O.C. 1 X 4 �j FURRING 2X8 P.T. WITH 3/161 X 3" t2" NOTC @ FIRST COURSE USP HGAM10 @ 12" O.C. w/4-SDS 1/4x1 1/2" 2X8 P.T. LONG TAPCONS 2X8' - SCREWS INTO BAND JOIST & (4) 3/16 x1-314 2x P.T. AS REQ'D STAGGERED @ 16" O.C. WEDGE BOLTS INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4 DETAIL NOTCH WEB AT THE FIRST 2 COURSES ±5^ FILLED CELL PER FOUNDATION PLAN - ALI L BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. =1890 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS SOLID W/GROUT Tr 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. ARCH BLKG. &BUCK 1/4" x 31/4" TAPCONS w USP RT16M W/ (8) NA11 NAILS & (6) 4" x 2a' '! ` BLOCK HEADER ° TAPCONS y 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) r _' 10d NAILS x 1" NAILS AND 8d NAILS AT 8" O.C. AT BUCK LEAVE A CUT OUT IN O.S.B. ON THE (4) 4" X 14" WEDGE BOLTS [ (1) STRAP =1225 # , 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO INSIDE TO ALLOW FOR INSULATION 2 STRAPS 2450#]) O :• BRACE(S) 2 x 8 BRACE/ BLKG. TO BE INSTALLED :; t _ 7/16" OSB BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR OR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) * FACE OF ARCH W/ (3) 10d NAILS •' BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHAN CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB N.T.S. • INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 4" MIN. OF BRACE A 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/8' TO 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH *DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%- WOOD NOTE: FOR OVERHANGS LESS THAN 3/8" - NO REPAIR REO'D. 4 MAX. RAD. ('�J� SCREWS @ 16" O.C. MAX. OR IF MASONRY / xOV (2)10d NAILS @ 8" O.C. AE yA TO TRUSS TOP CHORD ARCH DETAIL WALL USE (3) 1/4' X 31/2" TAPCONS AT 16" SCALE: N.T.S. SS O.C. 12 + PLYWOOD SHEATHING + 1-On 5r-011 JACK TRUSS PROVIDED BY SEE + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. - + + + + INISHFLOQI 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° . .. WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED D `D D C{� EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT ° �AW' MAX 2'_0- 8- TRUSS + SOFFIT + ° . p . D o #5 BAR p BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + 1fl' H o ° . ° CENTERED W/ g BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP . , ° D ° `� IN TOP c 1 X 4 FURRING EACH TRUSS D KNOCKOUT / N ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d CONNECTOR °-� ° ° PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2X CONT. W/ (3) D MONO FOOTING o . VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24 �� TAPCON AT EA. SIDE BUCK- 1 WITHIN 4 �� O 12d NAILS JACK TRUSS PROVIDED BY SEE LINTEL SIZE AND REINF. PER PLAN ° AND SECTION DETAILS SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT Z TO BE INSTALLED g 4'-0" MAX SEE PLAN - BUILT UP PLWD. BUCK - PRECAST LINTEL STANDARD C)- ° SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN D D 90' HOOK N TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4'h" WOOD FOR OVER HANG FILLED CELL ' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-01 o° BTWN. OSB ARCH FACES W1(4) 10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K SECTION ENTRY L � SECTION ROOF EXTENSION � M STEMWALL FOOTING SIZE AND B-g REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRC / FBC NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6"MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16 W/ (18) -16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING SQUEEZED OUT. 1/4 EXPANSION BOLT (2 WHERE THIS CONDITION STUDS & (1) - 5/8" DIA. ALL , #5X6 EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) T #5 BARS IN. 3"CONTOCCURS TOP WITH MIN. 3" THREAD ROD EPDXIED W/ SIMPSON "SET' EPDXY MIN. Z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 6'_0" F F 5" EMBEDMENT & 3" MIN. to a FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP � EDGE DISTANCE � LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE o v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° ( C p � D p LU A REINFORCING AS FOLLOWS: - ' '`;' 11=III=III=III=III=III= a V 1 SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. `' ! - • `=`"""` "` ° ° I I=III=III=III=I I IM 11-' �- g * PRESS PANEL REINFORCING INTO PLACE. t g I I 1=I I I=1 I I- #5X6' EMBEDDED INTO — '. 6" MIN. LAP SPLICE W/ o EXISTING FOOTING 3 2-#5X6' IN CONC. : COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL I -III -I = ¢ - �' �' SMOOTH. DO NO FURROW. ° III=1 I -I I=III-III. N FILLED CELL DRILL 3/4"X6"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. FURROW. MAINTAIN UNIFORM JOINT WIDTH. :;':Ati:: : ;, GRADE GRADE ,. p SET BAR IN EPDXY 6" MIN. LAP °. O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE 04 , `•' REMAIN FREE OF MORTAR. NOTE: `' z \ ' H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g D TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) *(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FRC TABLE R301.2.1.3) *(110 16" MIN. 01 COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN mph FASTEST WIND =130 mph, 3 SEC. GUST. FBC TABLE 1606.1.6.1) EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = 1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. a N C l.J vi C CV) I- N EMaOo ra 0 oN ono G% 000 �C 4% MLLM0 [6 O�M� N U �a00) o a00 ' 05 a P rn � 0 ANCH�DC B D® �.• W U Z5Zi F+J� OP 0 W N •f J �z��5�/O/ll1 To the best of the engineers knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. >t O '- M N M Z M 0o i>i � N ALL^ �N L n Z W W JoW Ln W Ln V Ln J Ce Z Z W £O z °W` 8i J az a: C:)O�Z}z<f M 8Ox� 7-4 ��Zz~z c2zo aw o N 8 40o V F 2 S w N O a0�0o � w LU rl �O N 0 Ln Z J Q � WQ�Qo3 m" V f Y 0 C a O woo`�� � o0z�� w Z zaf°z ° � R- z o0 Q J O 1 SQF-guJ $'o 1--1 W r-11 p z W 0 °d >jQoB Ln vi O LL z N Qa uw a~ C:)kD LL Z � � z z 0 a SCALE : AS NOTED PLOT DATE: 08 / 17 / 2011 VERSION NO. 1000 JOB NO: 11-1198-1203 SHEET NO. 1 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. Cate/SubcategoryCateoorV/Subcategory Manufacturer Product Description proval Number s Test Pressures 1. EXTERIOR DOORS rFL8838-Rl A. SWINGING Plastpro Inc./ Nanya Plastics Distinction Fiberglass Entry Doors 6184-Rl +65.0/-65.0 psf ThermaTru Smooth Star/Fiber-Classic +55.01-55.0 psf ThermaTru Smooth Star/Fiber-Classic FL12441 +47.0/-47.0 psf B. SLIDING General Aluminum Company Series 420/430 FL12274 +40.01-40.0 psf C. SECTIONAL Clopay Building Products Residential WindCode Doors VY5 (8X7) FL5675-R3 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors VV5 16X7 FL5675-R3 +30.0/-30.0 psf (used in winds eedsover120mph) Clopay Building Products Residential VMndCode DoorsVV6 8X7 FL5675-R3 +37.0/-41.0 psf (used inwind speedsover 120mph) CI a BuildingProducts r Residential V1FndCOde Doors 1 6X7 FL 5675-R3 + - 37 .0137.0 psf Amarr Garage Doors Model #500 Classica (8x7) FL5427-R2 +40.1/-47.4 psf Amarr Garage Doors Model #500 Classic" 16x7 FL5427-R2 +38.4/-43.7 psf Amarr Garage Doors Model #600 Stratford (8x7) FL5302-Rl +40.11-47.4 psf Amarr Garage Doors Model #600 Stratford (16x7) FL5302-Rl +38.41-43.7 psf D. OTH ER 2. WINDOWS A. SINGLE HUNG General Aluminum Company Series 155011570 FL14412 +47.2/-50.0 psf General Aluminum Company Series 1900/1970 FL12968 +40.0/-40.0 psf B. HORIZONTAL SLIDER General Aluminum Company 2800 Series FL12989 +40.01-40.0 psf C. FIXED General Aluminum Company Series 155011570 FL13199 +40.0/-40.0 psf General Aluminum Company Series 1900/1970 FL13199 +40.0/-40.0 psf D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL8905-Rl N/A E. OTHER 3. PANEL WALL A. SIDING Alside Coventry Vinyl Siding FL12103 +86.5/-86.5 psf B. SOFFITS Kaycan Ltd. 12/16" Vented Soffit FL12199 +70.0/-70.0 psf C. OTH ER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), XT25 and AR), XT30 and AR FL5444-R2 N/A B. UNDERLAYMENTS C. ROOFING FASTENERS D. ROOF VENTILATORS Southeastern Metal Weather Vent FL11024 N/A Florida Metal Products, Inc Vent RV10 FL2075-R4 N/A E. ROOFING TILES F. ROOF TILE ADHESIVE G. OTHER 5. SHUTTERS A. STORM PANELS Metal Tech, Inc Galvanized Steel Storm Panels FL722-R2 +103.0/-103.0 p sf Alufab Galvanized Steel Storm Panels FL4804-R2 +104.0/-104.0 psf & STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS Simpson Stroh Tie see chart USP Structural Conn. see chart B. TRUSS PLATES MiTek Industries Inc. Truss Plates FL2197-R3 N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644-R2 N/A Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645-R2 NIA D. MATERIAL FECP Co Cast -Crete Hi h Streit th Concrete Lintels FL158-R3 NIA Wekiwa CP Pre -cast and Pre -Stressed Lintels FL1418-R2 N/A Lott's CP Lintel FL12045 NIA Commercial CP Precast & Prestressed Engineered Conc. Lintels FL1774-R2 NIA Powers Steel, Inc. JPower Box Lintels FL6264-Rl NIA - 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 s DATE Simpson & USP Cross Over Chart with Florida Product Approval Numbers Simpson Produc Number Florida Product Approval Number Product Description USP Product Number Florida Product Approval Number A34 FL10446 Framing Anchor MP34 FL822-Rl ABU44 FL10849 Adjustable Post Base PAU44 FL569-R3 CS22 FL10852 Coil Strap Tie RS300 FL822-Rl H3 FL10456 Hurricane Tie H10 FL10456 Hurricane Tie RT16 FL565-R3 H2.5 FL10456 Hurricane Tie RT7 ILFTA6 FL565-R3 H6 FL10456 Hurricane Tie FL820-R2 HCP2 FL10447 Hip Corner Plate Connector HHCP2 FL817-Rl HDQ8-SDS3 FL10441 Holddown UPHD8 FL817-Rl HETA16 FL11473 Embedded Truss Anchor HTA16 FL821-Rl HETA20 FL11473 Embedded Truss Anchor HTA20 FL821-R1 HGUS210-2 FL11468 Truss Hanger THDH210-2 FL821-R1 HHETA40 FL11473 Embedded Truss Anchor HSUR/L410 FL10655 Heavy Skewed U Hanger HTS16 FL10456 Heavy Truss Strap HTW16 FL820-R2 HTS20 FL10456 Heavy Truss Strap HTW20 FL820-R2 HTT16 FL11496 HD/Tension Tie HTT16 FL821-R1 HTT22 FL11496 HD/Tension Tie HTT22 FL821-Rl HUS410 FL10531 Joist Hanger HUS410 FL821-Rl HUS412 FL10531 Joist Hanger HUS412 FL821-Rl HUSC410 FL10655 Joist Hanger HUSC412 FL10655 Joist Hanger ITT FL10667 TF I -Joist Hanger THO FL815-Rl IUT FL10531 I -Joist Hanger THE FL815-Rl LGT2 FL11470 Light Girder Tiedown LUGT2 FL817-Rl LSSU210-2 FL10447 Slopable/Skewable Hanger LSSH31 FL816-Rl LSSU28 FL10447 Slopable/Skewable Hanger LSTA12 FL10852 Strap Tie LSTA12 FL816-Rl LSTA18 FL10852 Strap Tie LSTA18 FL816-Rl LSTA30 FL10852 Strap Tie LSTA30 FL816-Rl 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-Rl LTT20B FL11496 Tension Tie LTS20B FL822-Rl LUS26 FL10655 Joist Hanger JUS26 FL821-Rl LUS414 FL10655 Joist Hanger JUS414 FL821-Rl MBHA3.56/11.88 FL10866 Masonry Beam Hanger NFM35X1178U FL578-R2 META22 FL11473 Embedded Truss Anchor HTA24-18 FL859-Rl MGT FL11470 Medium Girder Tiedown MUGT-15 FL11910 MST48 FL10852 Strap Tie KST248 FL822-Rl MST60 FL10852 Strap Tie KST260 FL822-RI 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-Rl PA51 FL11476 Foundation Strap TA51 FL816-RI SP1 FL10456 Stud Plate Tie SPT22 FL817-RI SP2 FL10456 Stud Plate Tie SPT24 FL817-Rl SP4 FL10456 Stud Plate Tie SPT4 FL821-Rl U24 FL10655 Face Mount Joist Hanger ET FL11506 Epoxy HD Titen FL2355-R3 Titen Anchor 717.846-3747 7-ax 717446.OM H'R Engineering, Inc. 1418 E. Meftt St, Suite B York, PA 17403 21 January 2009 Nick Thompson, Product Manager- Siding ak Mh[ats Associated Materials, LLC 3773 State Road Cuyahoga Falls. Ohio "223 RE: Florida Evaluation, Coventry Vinyl Siding, FRC 2007 Dear Mr. Thompson; The following .Associated Materials vinyl siding. product, Coventry has been tested and analyzed in conformance with ASTNI D 3679-05 as required by Florida Building Code 2007, paragraphs 1404.9 and 1405.13, plus Florida Residential Code 2007, paragraph 103 11 Structural testing to ASTM D 5206. as required by ASTM D 3679, was done at Architectural "testing, Inc. and is reported in 77945.01-109-40 and 82537.01-109-40, Testing was done for Afside, Inc.. which is owned by A rr.ciated Materials, LLC. Coventry vinyl siding is produced in 5 configurations, Doub.e 5", Double 5" Dutchlap, 1 4" le 4" Dut 11 a an thickness le Double c_ 1 p, d Triple 3"; all with a thickness of 0.042" A strengthening feature of this product is that it has a "rolled edge nail hew", wt;ich fomis a double thickness at the nail hem edge. have perforated a combination of rational and compaiative analyses on this ptocuct, Ir which includes the mandatory requirenle is of Annex A1.2 1 in ASTM D 3679 lnstallariitn Inust be over 5/&3 minimum nailable sheathing or 1/2" minimum plywood. Instaltatlon fs3teners must be roofing nail; with 31S" diameter head, 1/8" diameter shank, and a tnibirinturn length of 1-5/fi". The allowable design wind pressures for all 5 configurations including Double 5", Double. S" Dutchlap, Double 4", Doubic 4" Uutcttlayp, and Triple 3" are -!-1.7 3 psf for S" stud spacing, -i- I ] 5.3 psf for !2" stud -spacing. and +•/-86.5 psf for 16" stud spacing. In order to achieve these pressures, all studs must`have nails it1 tliem and all nails must be in studs. "he above vattSPs can be ecmpared directly to the required wind loads in Chapter 16 of the Florida Building Code. I trust that this information is sufficient to- the project needs. If there are any questions about this report, or if anything additional is required. please advise me. Sincerely yours; Allen N. Reeves, P.E. Structural Engineer A;NR:anr Florida License No. 19354 Cc: (390100(15 26 Installing soffit and fascia Please note: Although vinyl soffifs are manufactured with the same exacting standards as all vinyl products; UV Inhibitors are not added to the vinyl formulation as soffits are not exposed to direct sunlight. For this reason, vertical or horizontal installation of soffits on walls is not recommended and cannot be guaranteed. Installing trim - Option A When fascia is applied without exposed nailing. With open eave: Secure Fchannel to the exterior of the fascia with the top leg resting against the bottom of the board. Secure F-channel on wall, level with the F-channel on the fascia. With dosed eave: Use a J-channel in place of the F-channel at the wall. Secure all channels every 12' on center, in center of nail slots. Installing trim - Option B When soffit only is applied, or when fascia panel is seared to underside of wood fascia. With open eave: 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 dosed eave: Substitute Jchannels for the F-channels. Secure all channels in the center of the nail slots, 12" on center. lr=,ialling 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 soffit can be secured every 12' on center. 3. When fascia panel is not being applied, use an F-channel or J-channel at corners of the overhang to properly finish the installation. 4. When soffits meet at a comer, the joint can either be diagonal (mitered) or square (both illustrated). Both methods are made with J-channel or H-channel. rfascia o gym\ logo ( I - f-dia51W 60f5A nor - Option A tasc e pchamet l _7 feharud som wl Option B 07 o Diagonal trim use Straight trim use letemps H-Ownnel - i Ut_ KAYCAW ICC-ES Evaluation Report ESR-1495 Reissued November 1, 2008 This report is subject to re-examination in two years. wwiNjec-es.0ra 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council" DIVISION: 07-THERMAL AND MOISTURE PROTECTION 4.0 INSTALLATION Section: 07460- Siding 4.1 General: REPORT HOLDER: Installation of the siding, including the panels, comers, starter strips, trim and other accessory items, shall be in accordance KAYCAN LTD. with the manufacturer's published installation instructions, the ONE MEMORIAL DRIVE applicable code and this report. In the event of a conflict RICHFORD, VERMONT 05476 between the manufacturer's published installation instructions (802) 848-7010 and this report, this report shall govern. A copy of the www.kayean.com manufacturer's published installation instructions shall be on the jobsite at all times during installation. EVALUATION SUBJECT: Solid sheathing and a water -resistive barrier shall be provided behind the siding, as required by the applicable KAYCAN PVC SIDING We. The allowable wind loads are as noted in the prescriptive 1.0 EVALUATION SCOPE requirements of the applicable code. See Section 4.2 for Compliance with the following codes: applications in excess of the prescriptive requirements or where the applicable code does not provide prescriptive • 2006 International Building Codes (IBC) requirements. is 2006International Residential Coda® (IRC) 4.2 Wind Resistace7 is 1997 Uniform Building Code'"" (UBC) Design wind pressures mast be determined in accordance with Chapter 113 cf the IBC, SBC, UBC or BNBC or Section ■ BOCAs National Building Code/1999 (BNBC) 301.2.1.1 of lhs IRC. In areaswhere he basic wind speed (3- 0 1999 Standard Building Code° (SBC) second gust do not exceed 10) mph (45 m/s) [80 miles per hour (36 note) (fastest mile) under the UBC), and the building Properties evaluated: P height is less than or equal to 40 feet 1 9 g 212mm in Exposure C areas installation mu comply with the is Exterior veneer prescriptive requirements of IBC Seon 1405.13, BNBC Section ■ Wind resistance Section 1406.3.3, SBC Section 1403.9 or UBC Section 1405, as applicable. 2.0 USES In jurisdictions enforcing the IRC, installation much comply Kaycan PVC Siding is used as an exterior veneer and as with the prescriptive requirements of IRC Section R703.4 for closure material on the underside of exterior root eaves areas where the basic wind speed (3-second gust) is less than (soffits). 110 mph (49 mis) in Exposure B, and does not exceed 90 mph (40 mis) in Exposure C or 85 mph (37 Ms) in Exposure 3.0 DESCRIPTION D. For applications in excess ofthe prescriptive requirements. Kaycan PVC Siding is horizontal and vertical lap siding and the design must be in accordance with IRC Section soffits manufactured from rigid polyvinyl chloride (PVC) R301.2.1,1. conforming to the requirements of ASTM D 3679. The siding For applications in excess of the prescriptive requirements, is used as an exterior wall covering over solid sheathing and the Kaycan PVC Siding has an allowable negative wind load as soffit. The siding has a plain- or wood -grain texture and is of 70 psf (3352 Pa) [44 psf (2107 Pa) under the UBC1 when available in various colors with matching trim, comers, and attached to a code -complying, minimum a/a inch -thick (10 starter strips. The panels are a minimum of 0.040 inch (1 mm) mm), structural -rated OSB sheathing. The siding shall be thick. Lengths range from 10 to 12.5 feet (3048 to 3810 mm). attached with 1'/,-inch-long (38 mm), % inch -diameter -head Panels are formed with an upper edge having nail slots and a (10 fom).'/a Inch -diameter -shank (3 mm). corrosion -resistant loweredge, that hooks into the upper edge ofthelower course. routing nails spaced 6 inches (152 mm) on center. The The siding is produced in different profiles as described In structural sheathing and framing to which the siding is Table 1 of this report. attached are outside the scope of this report. ICC-BS Evnbmrion Aepnrrs mr rid robe co,uhned its reparnrb,g nesrbdks or my other mniborex rid lrm((r add'eu.l nor ore thee ro 6r murdvxr ddomemmt of Me mbjerl ofrhe report a n remmnmrdnia fair it. rue. There a on. 1n by ICC E.wh,nl a Service, Ix.. ecpas w-plied( m ro onyfmh.x a odmr money b, rhu rermrr, a •s ro anrvrod.1 cm-rrd by de depae MEOW _� Copynght 02108 Page 1 of 2 7`7-846-3747 Fax 717-846-0355 HFt Engineering, Inc. 1418 E. Market St.. Suite 8 York, PA 17403 22 January 2009 Ted Benndn, P.F:.. Adaainistrator. Florida Building Code Commission Ted Berman and associates, LLC. Y15, 41s' Stroot. Suite 104 Miami Beach, Florida 33140 RE: Certification of independence Deer Mi. Berman; In conformance with Rule 913-72.110, F.A.C. "Criteria for Certification of Independence". I offer file follohk ing. I am a tegistered professional engineer in the state cf Florida with license numoe- 19354. I Work in a two person consulting structural engineering firm, "IIR Engineering. Inc,". of which I am the majority owner. ]n my work performing an evaluation, 1 do not have, nor will I acquire, a financial interest is any company manufacturing 2r distributing products for which the reports are tieing issued. In ❑ry work performing an evaluation, I do not have, nor will I acquire, a financisl Interest :n any other entity involved in the approval process of the; prod, uct. trustiliat this it, _u tit to (tu he Florida rid• a Building Code ode Cornmission's reyuirerrents. If there are any questions about this certification of independence, or if anything additional is r'Ijulrcd. please advise me.. Sincerely yours i-IR Eneineerim, file. Allen N. Reeves, P.E. Chief Engineer ANR:anr Cc: Associated Matey;ais, LLC 09010005 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 the top of the undersill trim, and then subtract 1/4' for clearance. Cut panel to width. 3. Perforate the cut edge using snap -lock punch approximately every 8', ensuring the 'tabs' face outward. 4. Hook the leg of the fascia panel over the Fchannel, and snap the tabs into the undersill trim. If soffit is not being installed, took 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 the underlaying panel, leaving a 1 1/2'tab to be inserted into overlapping panel. 2. Overlap 3/4" (half the distance of the notch). I torso VT F-channel Fascia installation notch Fascia overlapping Capping fascia �- To make corner caps, cut apiece of vinyl fascia that is 51/7' long. ;l: 1. Mark the vertical centerline on the back of the piece.ix ' 2. Cut a 90' section of the bottom flange from the center, leaving a 45' angle on either side. 3. Use a hand seamer or metal straightedge to fold fascia piece along vertical centedine to make a right-angled corner. 4. Using a snap4ock punch, make r. t tabs just below the top edge of the r comer cap, making sure that tabs face outward. Install caner cap by - l locking the bottom over the existing I` mt -- Fchannel and snapping the top Fascia capping edge into the undersill trim. , KAYCAN" ESR-1495 I Most N4dely Accepted and Trusted Wind resistance of the soffit panels is outside the scope of this report. 5.0 CONDITIONS OF USE The Kaycan PVC Siding described in this report complies with, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The siding is limited to installations on buildings of Type V-B (IBC), Type 5B (BNBC), Type VI (SBC), and Type WIN (UBC) construction, and to construction permitted by the 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 code. 5.3 The siding shall be installed only on exterior walls over solid sheathing capable of resisting design wind pressures both positive and negative. The sheathing shall be covered with a water -resistive barrier, as required by the applicable code. Page 2 of 2 5.4 The siding is manufactured in Richford, Vermont, under a quality control program with inspections by Architectural Testing Inc. (AA-676). 6.0 EVIDENCE SUBMITTED 6.1 Manufacturer's published installation instructions. 6.2 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 Siding 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 D 3679," the statement "Conforms to UBC Standard 14-2", the name of the inspection agency (Architectural Testing, Inc.), and the evaluation report number (ESR-1495). TABLE 1-KAYCAN PVC SIDING MODEL PROFILE LENGTH Board & Batten Single 7 inch Vertical 1o'- G. D-4 Avantl Double 4 inch Horizontal Dutch Lap 12'- 6" D4 Marquis Double 4 inch Horizontal 12'- 6" D-5 Contessa Double 5 inch Horizontal 12' - 0' D-5 Elegance Double 5 inch Horizonlal Dutch Lap 12'- 0" D-5 Vertical Double 5 inch Vertical 10• _ 0` Lewiston Double 4.5 inch Horizontal /T - 0" Newport Single 611, Inch Horizontal 10, _ 0" Ocean Park Bevel Double 4.5 inch Horizontal 12'- 0• Ocean Park Cove Double 4.5 inch Horizontal 12'- 0' PI atMum Seder D-4 Double 4 inch tic Horizontal 12'- 6" Plellnum Series 0.4 Dutch Lap Double 4 inch Horizontal Dutch Lap 12'- 6' Platinum Series T-3 Triple 3 inch Horizontal 12'- 0" Prova Double 4.5 inch Horizontal 12'- 0" Sierra Double 4.5 Horizontal 12'- 0' T-3 Classic Triple 3 inch Horizontal Dutch Lap 12'- 0- T-3 Horizontal Triple 3 inch Horizontal 12'- 0" Vented E" Double 4 inch Perforated Soffit 12'- 0" Vented 10" Double 5 inch Perforated Soffit 17 - 0" Solid 10" Double 5 inch Solid Soffit 12' - o" Center Vented 12"/S011d 12" Triple 4 inch Partially Perforated Soft 17 - 6" Vented 16" Quadruple 4 inch Perforated Soffit 12'- 0" Solid 16" Quadruple 4 inch Solid Soffit it1T - 0' ICC EVALUATION SERVICE, INC. Evaluate s Inform s Protect Lw A.II&I B-i-iRe{ional Office • 5360 Workman Mill RI J • Whacm. CA 90601 (562) 699.0543 plume • (562) 695.4694 to. 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) [CC 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. n Nosm - President ICC Evaluation Service, Inc. 1w,vwA,{caul Omee • 57ri0 W.,raman M 11 AaaJ. WM1rtte, GIlwn a W601 • i5421 6994511 www.iee-Cs.oR Retb.al Orr,, • goo Mo 1.1E R_L S, , A. amun{h- AI,Mm, 15211 • (205) 5".94100 R,elon,l cake • 4051 Wert Fkw fend. C.,, clop Hiw. lnn,•u e0473 • k709) M-1305 N Cn >` 2 N 0_ O O CL .� v (D c O U_ EO O L co L 12 C Q LiL_ CO VJ Q Z W J KM ■% W E W C_ CU V CU CU O ^O^ CL fJ V L CU O W Q Z Z Q J a SHEET NO. PA 1.0 tiI , - r: a ir" is, - _ 4)' <: 1�:" 1 BCIS Home .a9N I User Regetraton I no( ppxs ' [re I stays Facts Publtairr, FECStair' 13Cb6te Fiat Submt sw sae , L .- .a,: ., ct ,.•.-Product Approval eR: tap r_rudit AOIXOrZ, Mew > r Acoicat•an > N&kaSnr lit > Applratlon Deta1 `L F FL6184-R1 4pplication Type Revision ode Version 2007 4oplication Status Approved omments 4rchived S Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Emall 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 ronoconnell@plastproinc.com Authorized Signature Ron O'Connell ronomnneil@plastproinc.com Technical Represent live Addressiphonr iEma,l Quality Assurance Representative Addressi Phone/Ena Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ST Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12,131/2012 Validated By Ryan I. King, P.E. F Validation Checklist - Hardcopy Received Certificate of Independence FL5184 RI COI CERT OF INDEPENDENCE.odf Referenced Standard and Year (of Standard) Standard Year 101,11.5.2 1997 101/I.5.2/NAFS 2002 ASTM E1886YE1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 J7 ri a f .. r .. I f' 'SIS Home I Log (User R[yetnaon I !1 ) ,tot TOpxT � Submtsirctnrge ! acts&Facts PudtaUDm i FBC Staa i ad.Sn Ma:. Ln., -ar. :1 Product Approval - :Puns, lk., Prods( 400rcval Maw , 4+c]us- 3` aacreanOn sesrth > Amt[xon cast , Appau data. L x FL8838-RI ,hcation Type Pay Sion .e Version 2007 Lohcation Status Approved mments .: chived IT Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 sjasperson@tttechnologies.us Authorized Signature Steve Jasperson sjasperson@ttlechnologles.us Technical Representative A6dress/Phone/Email Quality Assurance Representative Address/Phone/Emad Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Wendell W. Haney the Evaluation Report Florida License PE-54158 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date IZ/31/2011 Validated By L.F. Schmidt, P.E. G Validation Checklist - Hardcopy Received Certificate of Independence FL8838 RI COI CERT OF INDEPENDENCE.Ddf Referenced Standard and Year (of Standard) Standard Vca, Accepted Engineering Practice 20.: ASTM E1300 2002 ASTM E1300 2004 TAS 202 1994 Ed valence,of Product Standards Equlvalence of Product Standards Certified By Certified By Sections from the Code Sections from the Code =roduct Approval Method Method 1 Option D Product Approval Method Method 1 Option D Date Submitted 10!03/2008 Date Submitted 06/24/2008 Date Validated 10/D6/2008 Date Validated 07/12/2008 Date Pending FBC Approval 10/19/2006 Date Pending FBC Approval 07/18/2008 Date Approved 12/10/2008 Dale Approved 09!15/2008 Summary of Products Summary of Product FL AS Nodal, Number or Nerve --- Description 6184.1 a. Distinction Series Up to 3'0 x 6'8 Opaque Single (X) Inswing or Outswing Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL6184 P1 11_TNST h1:34.1 .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 Pressure: N/A Evaluation Report Other: See INST 6184.1 for Design Pressure Ratings, any FL6184 R1 AE EVAL 6184.1.odF additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. --_. _----__---.---._-_-_. ._-_____-------- _.-.-_.'----___._.__.--- 6184.2_ _b. Distinction Series Up to TO x 6'8 Opaque Fiberglass Single Door with Sidelite (XO or OX) The Sidelite Glazing Installed Utilizing the Snap Frame. Limit of Use Imtaliation Instructions Approved for use in HVHZ: No FL6184 RI II INST 6184 2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Report. Other: See INST 6184.2 for Design Pressure Ratings, any FL6284 Rl AE EVAL 6184.2.odf additional use Ilmlta[lons, Installation Instructions and Created by Independent Third Party: Yes product articulars. "See General Note 3 sheet 1 of P P Drawing No. regarding sidelite rotecmo-n*-` ) -L-6184.2 6184.3 c. Distinction Series UP to TO x 6'8 Opaque Fiberglass Single Door with Sldellte (XO or OX) The Sidelite Glazing Installed Utilizing the Lip Lite Screw Frame. Limits of Use Installation Instructions Approved for use in HVHZ: No FL6184 RI 11 _INST 6184.�4f Approved for use outside I.VHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Report Other: See INST 6184.3 for Design Pressure Ratings, any FL6184 RI AE EVAL 6184.3.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (-See General Note 3 sheet 1 of Drawing No. FL-6184.3 regarding sidelite protection•) 6184.4 d. Distinction Series Up to -I'D x II Opaque Fiberglass Single Door with Sidelites (O%O) The Sidelite Glazing Installed Utilizing the j Snap Frame. Limits of Use imtsllafaon Instructions Approved for use in HVHZ: No FL6184 Rl U INST 6184.4.odf Approved for use outride HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6384.4 for Design Pressure Ratings, an FL6184 R1 AE EVAL 6184.4.DOf 9 9 Y additional use 11 irritations, Installation Instructions and Created b Inds Independent Third Party: Yes Y P product particulars. ("See General Note 3 sheet 1 of Drawing No. FL-6184.4 regarding sidelite protection*.) 6184.5 e. Distnctipn Series Up to TO x 6B Opaque Fiberglass Single Door with Sidelites (OXO) The Sldellte Glazing Installed Utilizing the _ Lip Ute Screw Frame. Limit of Use Installation Instructions Approved for use in HYM2: No FL6184 R1 It INSTe184.5. df PPr __ . P. Approved far use outside HVHZ: Yes I Verified By. Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Report Other: Sae INST 6184.5 for Design Pressure Ratings, any FL384 R3_AE_EVAL 6184.5_.Pdf adc;c,onal use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (*•See General Note 3 sheet 1 of Drawing No. FL-6184.5 regarding 5ldelite protection-) 6184.E 1 f. Distinci Series Up to WO x VB Opaque Double (XX) Inswing or Outswing Fiberglass Door Limits of Use Installation Instructions Approved for use in HVNZ: No FL6184 RI II INST 6184,6.pdf Approved for use oubida HVHL: Yss Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Report Other: See INST 6184.6 for Design Pressure Ratings, any FL6184 RI AE EVAL 6184.6edf 'o al I s la io instructio s and Created by rode endent Third Party: Yes additional use Ilmitat on natal t n 1 n P product Particulars. _ _ _ 6184.7 p. Distinction Series Up to 6'0 x 6'8 Opaque Fiberglass Double Door with Sidelites OXXO The 5ldelite Glazing Installed Utilizing the (OXXO) 9 9 Snap Frame. Limits of Use Installation Instructions Approved for use in HVHZ: No FL6184 RI II INST 6184.7 pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 IImpact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Worts - T p an F 6184 RI A EVAL b18/.7.Dtlf Other: see iN5 6184.7 for Design Pressure Ratings, L E B 9 Y additional use hmitatlons, installation instructions and Created by Independent Third Party: Yes product particulars. (*-See General Note 3 sheet 1 of Drawing No. FL-6184.7 regarding sidelite protection*') __.__.____.._.. __.. ..._._. - ---------- _.. ______._._____ 6184.E h. Distinction Series Up to 6'0 x 6'8 Opaque Fiberglass Double Door with Sloe' Iles (OXXO) The Sidelite Glazing Installed Utilizing the I Up Ute Sam Frame. Limits of Use ImteflHion Instructions Approved for use in HVHZ: No FL6184 RI 11 INST6184.8.pdf IApProved for use outide NVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Report i Other: See INST 6164.8 for Design Pressure Ratings, any FL6184 RI AE EVAL 6184.8.pdf additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. (*"See General Note 3 sheet 1 of Drawing No. FL-6184.8 regarding sidelite protection•') ra Dw,anw rtofCam,mr.ar Awaas narle. ai .Vcodaarum. CadesarMStxrbNs 2s555h."rx-J cis/, do - TapahXrPP r rda 3z_aa9 z.ec "501467 :R24. Fa is.)1:1 64,6 FL M Nodef, Numbs or Nerve Description 8838.1 a. "FiberCurraic' / "Smooth5tar' Outswing Insulated Opaque Fiberglass Doors with and without Sidelites - (X, XO or OX, OXO, XX and OXXO Configurations up to 6'8 in height) Limit of Use Installation Instructions Approved truss in HVH2: Yes FL8838 RI II INST 8938.1 .pdf Approved for use outside HVNZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8838.1 for Design Pressure Ratings, any FL8838 RS AE EO-E64-00-04.pdf additional use limitations, installation instructions and FL8838 R3 AE EVAL 8838.1.odf Inds Pa product particulars. (Note - ASTM E1300-02 utilized for Created by Independent Third sty: Yes areas inside the HVHZ) ___ - 8838.2 b. TiberClassic" / "Smooth5tar" Inswnng Insulated Opaque Fiberglass Doors with and S without Sidelites - X XO or OX OXO XX and OXXO o , j Configurations up to 61 in height) Limit of Use Installation Instructions Approved for use in MVHZ: Yes FL8S38 R3 II INST 88311Z pdf Approved for un outside HVHZ: Yes Verlfled By: Wendell W. Haney, P.E. 54158 Impact R"stanL- No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 8838.2 for Design Pressure Ratings, any FL8838 RS AE EQ-E84-00-04.odf additional use limitations, installation Instructions and FL8838 RI AE EVAL 8838.2.odf product particulars. (Note - ASTM E1300-02 utilized for Created by Independent Third Party: Yes areas Inside the HVHZ) 8838.3 c. "FiberClassic" / "Smooth5tar" Outswing Insulated Opaque Fiberglass Doors with and without Sidelites - (X, XO or OX, OXO, XX and OXXO 1 Configurations up to 8'0 In height) Limits of Use Installation Instructions Approved far use in HVHZ: Yes FL8836 R7 If INST 8838.3.pdf Approved for use outside HVHZ: Yes Verified By: L, ridell W. Haney, P.E. 54158 Impact Resistant: \..; Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Report Other: See INST 8838.3 for Design Pressure Ratings, any FL8838 RI AE EO-E84-00-04.pd! additional use limitations, installation Instructions and FL8S38 RS AE EVAL 8838.3.odf product particulars. (Note - ASTM E1300-02 Utilized for Created by Independent Third Party: Yes areas Inside the HVNZ 8838.4 tl.-FlberCl inie / "Smooth5tar' Inswing Insulated Opaque Fiberglass Doors with and without Sidelites - (X, XO or OX, OXO, XX and OXXO Configurations up to TO in height) Limits of Use Installation Instruction Approved for use in HVHZ: Yes FL8838 Ri II INST 88 ,4-W Approved for u outside HVHZ: Yes VerHied By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Yes n Pressure: N/A Evaluation R Deli sports 9 E-Ed Other. See INST 8638.4 for Design Pressure Ratings, any FL8838 R1 AE 4__84-00-04.Pf ._._.- _ additional use limitations, installation instructions and FL6838 RS AE EVAL 8838 4 odf product particulars. (Note - ASTM E1300-02 utilized for Created by Independent Third Party: Yes areas Inside the HVHZ) -,... In rt t° lE / f :, 1L .A.. _ ^.� II ,It��;f�Nppi [j � i36'Iil ?t I.i �r' faE,m........ I -.. 3'i; .. MIS home t09N ILisa Regsbabtn : NOt Topes Submt Srrclari: —. I.. Pubxrtem 2 1. Self acts Sloe NSP. Lira Saar_, Product Approval ..sect: ,udr Ike- IL_,Y L u- -,,4cj -_. _., ,k, r;,tcrn. W, Appaatbv carve FL t FLIZ441 Application Type PP rp New Code Version 2007 Applicatlon Status Approved Comments Archived it Product Manufacturer Therma-Tru Corporation Address/Phone/Emall 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 s) a sperso n @tttech n o l o g i e s. u s Authorized Signature Vivian Wright rickwpnrwbldgconsu Itants.Com Technical Representative AddressiPhone,Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer X Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P-E. the Evaluation Report Florida License PE-43409 uali Assurance Entity Q ry ry9 National Accreditation and Management institute Quality Assurance Contract Expiration Date 12/31/2011 Validated By Ryan 3. King, P.E. 19 Validation Checklist - Hardcopy Received Certificate of Independence FL12441 RO COI CERTIFICATE OF INDEPENDENCE.Ddf Referenced Standard and Year (of Standard) Standard Year 101/LS.2 1997 TAS 202 1994 Equivalence of Product Standards Certified By Sections from the Code : I , . -.. d` ,. �: a: :, '.rt � fir eg'c'- ..e..,xv .s ...w._ .` r _ -•'. I' dome i logN ) User R.Webatton I not Tom. i ski Surdiirge I one is Facn'- Pwkatmr o' I'Di' See M11 Lr, •. -.i.--,- _ Product App— ^Wm:Puck use• : -QSi&t Aoemra� Ma,w t Or AoakaNn SeanF , wcdic , Aepicon Les et , Squanders on x FL* FL5675-R2 Application Type Revision Code Version 2007 ' Application Status Approved �- comments i"Archived FT Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 (513)770-6062 mwesterfleld@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.mm Technical Representative AddresVPhone/Email Quality Assurance Representative Addressi Phone/ Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer X Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Scott Hamilton the Evaluation Report Florida License PE-63286 Quality Assurance Entity Intartek Testing Services NA Inc: ETL/Warnock Hersey Quality Assurance Contract Expiration Date 05/21/2028 Validated By Gary Pfuehler LF Validation Checklist - Hardcopy Received Certificate of Independence FL5675 R2 COI Certification of Independence of Validation Entity - Gary Pfuehler.od( FL5675 R2 Co' Statement on Independence of Evaluation Entlty- Scottrlamdton.pdf Referenced Standard and Year (of Standard) Standard Yea[ ANSI/DASMA 108 2002 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/01/2009 Date Validated 07/02/2009 Date Pending FBC Approval 07,109/2009 Date Approved 08/11/2009 S675.24 024 WS-09 PAN-21`151: 84A, 94, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 73, 75, 15 )O, 190, 76, 76V, 4RST, WINDCODE(D WS Garage Door 4RSF, 6R5I, 6RSF, 2RST, 48, 42, 55, 48B, 42B, 555 Limits of Use Installation Instructions Approved for use in HVNZ: No App F 675 R2 II 10 f ev 4. LS _ _ 0- _ 2 1-R 1-.pdf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: +30 PSF/-32 PSF Evaluation Reports All OPTIONAL I )1 I Otter. O TION L azn Sava abater this product 9 9 D F L5675 R2 AE CBPC 083027-A.pdf 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 Debris Regions (WBDR) or (2) Opt. Frame & Glazing that DOES NOTmeet 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). 5675.25 021 WS-16 PAN-21i 84A, 114, Steel Pan (min. 25 ga.) Double-C-ar (9'2" to 16'0" wide) 73, 75, 1500, 190, 76, 76V, 4RST, WINDCODE(. WS Garage Door 1 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B, 42B, 55S Limit of Use Installation Instructions Approved for use in HVHZ: No FL5675 R2 II 101593 Rev11 calf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: N! A Created by Independent Third Party: No Design Pressure: +30 PSF/-30 PSF Evaluation Reports Other: All OPTIONAL glazing: available for this product FL5675 _R2 AE CBPC 081027-A.DM 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 Debris Regions WBDR or 2 Opt. Frame & Glazer that DOES 9 ( ) O P 9 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-21i 73, 75, Steel Pan (min. 25 ga.) Single -Car (up to To" wide) 84A, 94, 42, 48, 42B, 488, 4RST, WINDCODEU4 W6 Garage Door with Optional impact- 1 6RST Resistant Lltes Limit of Use IrrsWlation Instructions Approved for use in HNo FL5675 R2 II 101348-A-Rev12sof Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Solid doors (no glazing) or doors with optional FL5675 R2 AE CBPC 081027-A-odf Impact -resistant glazing are Impact -resistant (large missile Created by Independent Third Parry: No Impact). 5675.52 6-09 PAN-2F353: 73, 75, r6R�T Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 94 42 48 42B 48134RST WINDCODE. W6 Garage Door O 9 Limits of Use Installation Instruetions Approved for use in HVNZ: No FL5675 R2 II 101348-B-Rev12.Ddf Approved for use outide HVHZ: Yes Verified By: Mark Westerfield FLPE 48495 Impact goaistanle No Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Report Other: The glazing available for this product meets the FL5675 R2 AE CBPC 081027-A-pdf wind load requirements of the building code but DOES NOT Created by Independent Third Party: No meet the impact resistant requirement for windborne debris regions. 5675.53 053 W6-16 PAN-21i 73, 75, Steel Pan (min. 25 ga.) Double -Car (92" to 16'2" wide) 84A, 94, 42, 48, 42B, 48B, 4RST, WINDCODEO W6 Garage Door with Optional Impact- 6RST _ _. _._ ._ ._ _ ___- - Resistant Libras.. _ _ _ - _ _ _ _ - - _ Limits of Use Installation Instructions Approved for use in HVHZ- No FL5675 R2 lI 101539-A-Rev10-Short.pdf - Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Pa Created b Independent Third Party: No P ty Desig ISPressure: +37 PSF -41 PSF Reports Evaluationlb R Other: Sold doors (no glazing) or doors with optional FL5675 R2 ACE 090630-A pdf Impact -resistant glazing are impact -resistant (large missile P g 9 P ( 9 Created b Inds endent Third Party: No Y P cry impact).___ __ _ _____ _ 5675.54 T��,4 W6-16PAN-2Iii 73, 11, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wide) ,94, 42, 48, 428, 488, 4RST, WINDCODEpa W6 Garage Door Limits of Use ImtWInban Instructions Approved for use in HVHZ: No F 675 R2 11 201539-0-Rev10-5hort pdf Approved for use outide NVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant No Created by Independent Third Party: No Design Pressure: 137 PSF/-41 PSF Evaluation Report IWrr, The glazing available for this product meets the FL5675 R2_AE CBPC_090630-A. df wind load requirements of the building code but DOES NOT eq g Created b Independent Third Party: No v v rtv meet Me Impact resistant requirement for wmdborne debris regions. Product Approval Method Method 1 Option D Date Submitted 04/17/2009 Date Validated 07/08/2009 Date Pending FBC Approval 07/15/2009 Date Approved 08/,11/2009 FL P Model, Number or Name Description 12441.1 a. "FiberCiassic", "SmoothStar", 3'0 x 6'8 Opaque Flbergiass Single Door with Transom "ClassicCrai or "ClasslcCraft (O/X) - Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in R VHZ: No FL_244j,�INST 12441 1 odf Approved for use outside HVNZ: Yes Verlfled By: Lyndon F. Schmidt, P.E. 43409 Impact Restatsnt: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Report Other: See INST 12441.1 for Design Pressure Ratings, FL12441 RO AE EVAL 12441.1.pdf any additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. 12441.2 b. "Fllni-11ssic', "Smooth5tar", 3'0 x 6'8 Opaque Fiberglass Single Door with Sidelites and "ClassicCraft" or "ClessicCraR Transom (O/OXO) - Inswing or Outsve ng 1 Rustic" Series __ Limits of Use Installation Instructions Approved for use in HVHZ: No FL12441R _RO _INST 124412..Adf 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.Ddf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. << t t. A. t• , M.sxoms f ore. Iusx.9brosb, I hnt,bpcst semire-diarpe, stxsafxb- Postabns- , _.,: -n-i _; - -\^Product Approval 4*1 U5m: Public ur., FL a -1_13139 Application Type New Code Version 2C07 Appllcabcn S:aws Approve] r-om n sir is Archived Product Manufacurar General AlUfti Company Address/phone/'Email 1COI W. Cresty Pd. rrol ton TX 75036 �972) 2-2-5271 EXt 207 van. p3racesogactx .ccm Authorised Signavra Ivan Paredes van.par _ces®gactx .ccm Technical RKrlies-tive Ivan Paredes Address/Phane/Lmail IC U1 W. Cresty RD. =arrol tcn TX 75030 van. par acesti,gadx .ccm Quality Acs,rrca Reprasertab',a Ted Gertio-k Address/Phone/Email 1C01 W. Cresty RD Carrel tcn. TX 7SO56 tai.suobad 0gact,. Category W ndows Subcatag3ry =, J . Cum pli d, Ix Me II, cad =valuaLiun Repul L fi urr d Fluid, Rays -led A l d li LeLI of a License) =lorida Frotesuonal Engneer [valuatior Report lardarp'/ Receives Flo-ida Engnear or Architect Name who d=_veliped _us Roberto Lomas the Evaluatio3 Report Flo -Ida Ll Dense OE-1!2514 Cuality Asvrarce Enity National acvadl:afim and Manager ant :nstituto Quality Asurarce ConYaDt E>p rati3n Date 12/31;2311 Validated By Graven M. U-ich, PC '° Validation CneckImt Ilarcrxpy Reeved Certificate ofindependence E 1 L9 RCI CCI Cartfcare of ndenenderrcaodf bolaronc9d Standard and Ygar(of Standard) Starder4 Yesr AAMA/WDMA/CSA 10:/I.S.2/A440{5 200S Equivalerce of Product Standards Certified dy Sections -'ram the Code Product Approval Method Method 1 Option D Date Submitted 10/30/2009 Date Validated 10/30/2009 Date Pending FBC Approval 11/08/2009 Date Approved 12/09/2009 S ary of Products 3:... , �d ,. 55V,1570 Aluminum Pw' (Flange) 60' v 6 0 " Insulated Annealed 3116-, Per Manufacturers nstallation instructions.Limits '.. Limits car Use Installation Instructioro I Approved for use In HVHZ: No t"3d:'TM.-:,._Rtu 11 03 0S-OV": 16A F.¢ctanuu'iar.cd` Approved for use outside MVHZ: Yes FLI3199 Ri) 1l 03 08-iK•517A Designer pdf Impact Resistant: No Verified By: Luis R. Lomas, P.E. 62514 Design Pressure: +40/-40 Created by Independent Third Party: Yes Other. See attached drawings for this installation Evaluation Reports Instructions. product Performance. limlBs/DP and other FL1314" RO_AE_, 03 510817 . Sale 1550. 1570 (61) < Iof use. ¢_"C"I yeti-11h,p_Ai _.. Created by Independent Third Party: Yes 13199.d Series 1900/1970 Alum lnum PW (Fin) 60" x 60" Insulated Annealed 3116". Per Manufacture's installation instructions, � Limits of Use Installation Imtructiom 1 Approved for use in HVNZ No FILL2199 _It0 II Oq OB-p0522A Rectara..iar. pdf Approved for use outside MI IZ: Yes FL13199 RO 11 04 OB COS23A Designer pdf Impact Resistant. No Verified By: Luis R. Lomas, P.E. 62514 Design Pressure: +40/40 Created by Independent Third Party: Yes Other: See attached drawings for the installation Evaluation Reports instructions. product performance. limn/ and other FL:_. - - 4E r' . -1'. ,22n-2 Series . - -Y0 !6' '_ hmibs of use cc,: E ,ages Pd, Created by Independent Third Party: Yes e IYtp://www.Lotidabd)(ffg.org(pr/pr_app_*.aspVparani=WGV ::. ...... I'll, 0. 171i mia sea Now. I e P I .- xn, ' HctTo . ssnxa,.cna.. p spar r —pas i. ' tx..r«n : —Stine, ; may l -sae ` uss I scam a l e - r Hap r Product Approval caa: H ecout urx > B:adu2c„'- -- --- I - > AWRuthn Was FL a =L14412 Appllwhcn Type New Code Version 2C07 Applicabcn 5:aiu s aendirg Fe C Approval Comnants Archwed Product Manufacturer Gen=_rsl AIUm IILm Company Address/PhonejEhrul 1C01 W Cresty Pd. =enrol ton TX 75016 ;972) 2-2-5271 EXt 207 van.paraces®gactx .ccm Au oh orilcd Sign a:u is _uis Lamas I I7n, as@I I I err awe. can Technical ReFFesen:atlVe Ivan Paredes Add, ... /Phone/Cmail 1101 W. Cresty RD. Zarrol on, TX 75036 van.p3r3ces@gactx=m Quality Assurance Raprasartzlo- Ivan Paredes, ME. Address/Phone/Email 1C01 W. Cresty Rd. �11111 ton. TX 75036 van. par....0gad X .ccm Calegory W nao,vs SobcategO,V Single Hung Cun pl d„-e 1`41(hod Evdludliu„ Rbpu, L IT- d FIl old Ragis.til AlLfuluul or d 1-1-1 ed =lorida Frotesssiolal Engineer -' Evaluation Pe art rentsP, Receiver, P Florida Engnew or Architect Name who d3veloped _us Roberto Lomas Me Evaluabol Report me,ida Limnse OE-C2514 Qualty Assjrarco Fr ity Nati3nal Ad cool-tion & Maragement Institute Quality Assurance Conta-t Expratitin Date 12/3112313 Validated By )2ven M. U-ich, PC ' Validation Checklist Ilarc¢ Re>aived PY Certificate o Ind p de fic f e en race -Ll•-+12 FO r, oif I 511;97. Perfamm-d Standard and year (of Standard) Stnde,d Year AAMA/WDMA/CSA 10:/I.S.2/A440 2005 Equivalence ofPnd„ct 5tardards Certified dy Sections `ram the Code P- ,-t Ar,-rrv-1 Mv:r,nd Methrf trl-no, rr Dale Sub, IS can. rQ/17/2011 Date Va idI U2111Si2011 rAsr- Pend -g rPC Apprrv-1 17004i;01 t Model, Number a Nerve Description 11'11_. _ 11550;1570 CESICNER 3H _550j1570DEE:3•J2P SH/'LLh11`1Jv1 WINDOW , `,KI IM'ACT i Limits of Use IncbdlaUun Inet-buns Approved for use in HVHZi fJo FL:- L2 ") I I - ":' 1,1, - if Approved for use outes side HVHZ: " V� htJ ny I Mn Rr,h-, I r,-,a:6:-'4 dm Impact Re snt: MO Created by :ndepe-•de-t Th r_ Psr_y: Yes Design Pressure! N/h Evaluation Reports Other: RrrrR -O IrkiTAI A-I:XV INSTRI K-IT:)IMS FCR I -I _41:, FII :;r 7.117 ,":1= 5I:!E-> AIVD RA-II.135. Created by :ndepe-•ie-t Th r_ Per_ Yes T",-- 5550(1 S73 RECTA(JGUL4%. '3h ' 5-0, L570 RECTAf-.IGIi SH A_1-rd MUN1 wlh DO'Jv IdOIJ-IM=ACT - Limits of Lis. Installed- Instructions Approved for use in NVHZ: irk, FL__-)L F,:, II ,i.,.0.2i'.-Jr Approved for use outside HVHZ '`es W-rifled By: Lull Roberto Lo-xn362=_4 Impact R /slantk, va. h•'nits rtrk-rrP-y Tire, Design Pressu rc: IV14 Evaluation Reports Men: uLrtl+ 0IP&IAL-A t:NII R&IRLJCIL:XVS FCR '.,b,.odr , _I-rc SNF PA-IPJiS. 1- Th i- P=r, ,>- y" , " 01-1 a- I h 111 ,a •. �' 11 s'-^-ot"'^'"--'r'.e3'`l a..s,ama r staa ar t oil n I- ra9t, u rRrglbxa, I irct Tape ( aa,rixbxNarae i s zc s vubrcaana stall - � e ap ilN.s ? err P-oduct ApWproval ,.:>> idada6_e,ieui,:a.re-_rF>Fva.our :f>AO 11 Dead FL s=L32274 Application Type New Code Version 2C07 Applicaticn Satus Approved rom Sonis Archived Product ManufaC[Jrar General AILIT m Company Address/Phone,ismad 1C01 W. Cresty Pd. Carroltdr, TX75036 ;972) 2.2-5271 EX[ 207 van.par3ces0gactx.am Authorised Signature Ivan Paredes van. Paraces@gacl x .ccnl Technical Represenative Ivan Paredes Address/Phone/Tmxl 1COI W. Cresty RD. =arr01 tcn TX 75036 van. paraces@gact 2xm Quality A3s,r-- Rap.... Tied ra Ted sucback Address/Phone/E mad 1COI W. Cresty RD :arrol tcn. TX 75056 ted.saobadc@gact— Category Exterior 03ors Subcategory SI ding Ex Donor Odor Assemblies Cum piial lac Meth ud Car a 6:ali car I Mdr k n Li> h„3 Certifica0on Agerc' Anerican Architectural Manufacturers Association Validated By Bob- M. U-ich, PE ' Validation C leckImt- Hercccpy Received Referenced standard and Year (of Standard) Standard Year AAMA/WDIvi 10_/I.0.2/A4a0 CS 2005 Equivalence of Pr3duct Standards Certified aV Product Approval Mathcd Method 1 UFtion A Date Submittd 3Z/04,123C9 Date Validated 03f04/2009 Date Pending FBC Approval 03/09/2009 Date Approved 04/07/ 2009 `FL i Nodal, Number or Nana Description 1 12274.1 i Series 420 Aluminum SGO XX and XO (Finless) 96" x 80" Single Glass 1 and Insulated Tempered. Pet Manufacturer's Installation instructions. : Limits of the Certification Ago G tificrts Approved for use In HVHZ-- No FL 3"^T4 40 r CPC r)1 Series 4`0'cX (96 x 001 APC Dif Approved for rue outside HVHZ: Yes Quality Assurance Contract Expiration Dale Impact Res)stanC No 05/30/2012 '.. Design Pressures +401-40 Installation Instructions Ocher- See attached drawings for the installation PL122,4 RO 1101 FLOna9H La tng.pdf Instructions, product performance, Iimits/DP and other' Verified By: Luis R. Lomas, P.E. 62514 '., limits of use. Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party'. ! 12274.2 i 5111, 4211 Aluminum SGD XX and XO (Finless) 96" x 96" Single Glass Iand Insulated Tempered. Pet Manufacturer's installation __ _i.____ _._ ... .. ..... instructions. Limits of Use Certification Agency Certificate Approved for ruse in HVNZ No F' 12.: R _^_r' CAC titSeies r47D xY. (% x 96) APC.pdf Appmasel for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/3012012 Design Pressure: +401-40 Installation Instructions Other- See attached drawings for the insrallaton FL12274 RD II 02 'FLD0499 Drsivina.odf =structions, product performance, limits/DP and other Verified By: Luis R. Lomas, P.E. 62514 colts of use. Created by Independent Third Party: Yes Evaluation Reports Created by Indepentlent Third Party: i.12?t jal e,4-C Aluminum SGD %%% finless 143' x £0' Sin9 le Glass and Insulated Tempered. Pnr hlanufaceurers Insrallacion instructions. Limits or Use Certification Agency Certificate Approved for use in HVHZ: No nL12274 R0 C CAC OG Series 431 ;«,: ,, 41 .. , Approved for use outside HVHZ: Yes APCT,Oy Impact Resistant: IJr, 1 Quality Assurance Curdracf Expiration Orate De sign Pressure-4),-4D I C710='2C12 Dthor: 5_c 3ttoched drowt-go to- th_ Incur or Imt1112%4RtionFriIn11struc�tifLIon0)_s atons,p-scu:t perfomance, li mits,DPar-dodher 1212r,. ]ii1. I. ' Jimnb, is Of ire. 3r Ws=..Comes, P.E. o_`_11•� ierifl�d Greeted by Independent Thud -arty: Yes 1 Evalratiun Reapurts Created by Independent Third zarr,; 12274.6 =erica. 4Ti Ah,rninm- SC -I) XXX ;inlesr• 141" , q6" ;inglw (/lac. a 1 :rsLlat-ed Tem-ere-. Per Mknuf-,wr=_r's instal stior Insb'LDD 71t. Limits of Us. CertlflcaUm Agency Certificate Approved for use as HVHZ, I..; _,,,-_... _ _. . - _ -_ ..,_3tL_' __, Approved fur sue o aside HVHZ: Y-a Impact Rear etant: No Quality Assurance Contract Expiration Data Design Preasure:-43/43 C7/02,'2C 12 Other: ,re ar.l.-hed da,vvi W (u' tire ini au,4i Installslaws I xtrot Hm fs n insvua ,_Op cue -riser ram IImiC Ta- 'J p ti dohcr p D -'4 R0 ' , F112� L Ii6 FLL105;.1 i:i a^,+n d U her is of ire. Va,fied dy W s -.. Lome; P.E. 6L` 14 Cr Led b/ Indep:, n.lenl Third Cd Ly'. Yes Evaluation Reports Crenrtd Fq In.i,l,= 1,nr Third 3,xty a.=�� -'2 ace mere ! ro9 a, ' urxn,,u,ua, 1 Hot Taper i asmtaxd,xae `: face er- i PWcatioru 1 r 110 i a —lie Ms, - � sear { . `T W Product Approval t -f Ustx. a„Skr la.r - Po lust cr >FlarkwSv_i:.. AdPI? , Dean ,: FL - =1_1293g ...,-Il tier, Type Now -ode Version 'co, E ApplicaeCn Status Approve? r mnants I - Archived I- Product Man UfaD(Jr3r Gen3r5 Allan:-m Company Address/Phone/Email 1101 W Cresliad " rol ten TX 75036 �972) 212-5: 7,. EXt 207 van p3r3ces@gact—ri Authorized Sign a.,. tvan Pared - van Parxes@gad.-in Technical Representative n r Iva Paredes Adds VVITone/Lmail 1C01 W. Cresty RD. Z arrol tcn TX 75036 van.pareces@gact—in Cuality Assurares Reprasortativa Ted Scrcbadk Address/Phone/Email 1101 W. Cresty RD 2arrol ten. TX 7SO56 ted.scr obabl,ogadx . morn Category ,N maws Subcategory Iorizental Slicer Coriplia,rx Med,ud =valuation Repu,Lft r dFI, dd Ra9s red ArdliWulrx dL,,cOsed =lorida Frotassohal Englneer [valuatior Report lardmpy Receives Flo-Wa Engneer or Architect Name who developed _us Roberto Lomas the Evaluabon Report Flo'ida Limn'e aE-d2514 Cuality As s_,rarcv Endty National Accr di:ation and Manag-rant :--mute Cuality As ire Cont'a, Exp rate 3n Date 12/31,12311 Validated By Maven M. U'ich, PC _. Validation Checklist Ilerccepy R-sived Certificate ofindependence =1_72939 PO C11 511362 2Ddf Referenced Standard and Year (of Standard) Standard Y,:a, AANA/V/DMA/CSA 10--A,S.2/A440-15 Equi valerce of P:'>duct 5tardaras Lertifled dy Sections =rom the Code =r•:d, Ar,pr 1 Meth-d Me--r d 1 Opt -n D late-.nhmiti 1;,f ',,i Dot. vdi _dte•J 33/1 _/2309 Date =eidng P•C Ap?rcv=_I 3Si14/2xI9 Jctc App'o:,o= 1Li13/2:w FL A Model, Number or Name Description 12909.1 :Jeries 2000 Auminl-nHS;Fin; 04"'x W:rs-IacedA-reilecDSB.Fe- McrMrcc-,re,'slr:vLdII.IJu, ,i 11LU'vrw. Limits of Us. Inctstiation Instructons Approved for use In HVHZ: No FL _` _ _!1 TC_r 1S F-tonoliar.oct Approved for nee outide HVNZ: --, ,ri f ad 6/ ILL is R L,.an.e, P.5 A2514 Impact Reslalirt: NO Crea_ad 1v lnce:-ce Th rc Psr1: -as Design fares UM 40i 'U Evsho tion Reports Dtlrer-Sr AHTa,-heid-nnngsfi-x-he rc-allrhm 'i :•-_- --' =•F St1-�;:-: rai' rs-m•-mms,prockitparfo-mwze,limtr DParcam ,col_= o` use. Crea 3y Ince_enrer Th r_ Psr-/:"., rid ... �_ -40 ii -fu 4F. i s-E� ! C.: : i, t, . , . , "# n . � .' � yr ., 'r .r. i, Vil I 11 * " ecu .o.n 1 „rar�vson Iotro woof—ro. -a,- wLMaa,. acsmr - _,- _. t . 6/'Psrg uct Approve. FL t FL5302-R1 it - Application Type Revision Code Version 2oo7 ,•+q.-• "I-.', Application Status Approved .1 . cJl Comments . Archived r' Product Manufacturer Amarr Garage Doors Address/Phone/Email 165 Carriage Court WI nnon-Salem, NC 271DS (336)251-130g den ray aoyner6P.m.n.tom Authorized Signature Danny Joyner dan ny.loynxtaama rr mm Technical Representative Danny loymr Address/Phone/Emad 165 Carriage Court WI nstion-Salem, NC 27105 (336)251-13D9 djoynerOammarr.mm Quality Assurance Repmarentative Address/Phone/Emil Category Extenor Dvon Subcategory sectional Extent, Door Assemblies Compliance Method Evaluation Report from a Florida Registered Armltact or a L aw sed Florida Professional Engineer b Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Thomas L. ShelmeMine the Evaluation Report Florida License PE-0048579 Quality Assurance Entity Int.rt.k Testing Services NA In, Quality Assurance Contract Expiration Date 01/01/2099 Validated By Steven M. Unch, PE rr Validation Chedelet - Hardcopy Received Certificate of independence FL5302_Rl-Miom_Shdm-erdtne Lester of[ndepende^ce 7 2420o7. pd/ Referenxd Standard and Year (of standard) stridatd ANSI/DASMA 108 2002 ASTM E 330 2002 Equlvalence of Product Standards detailed By Sections from the Code Product Approval Method Method 1 Option D Date 5u1mined 12/15i2008 Data Validated 02/07/2009 Data Pending FBC Approval DI/13/2009 Date Approved 0Z/03/2009 5302.4 Stratford (M600) and Hamege Dwg- IRC-6009-130-15, Thry 9' wide. M95;) Limits of Use ImSuSWion mats twrrs Approved for use in HVHZ: Nc FL530� Al 11 LIZ-6o09-130.15_pdf Approved (or use outside HVHZ: Yes Verified By: TOM SHELMERDINE 004SS79 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +26.7i-31.6 Evaluation Reports Othx: Design Pressure +26.7/-31.6, Not for use In HVHZ. FL5302 RI AE ASCE.7I9d.-02 .05,ppf Glazing onion shall not be used ,n wind-borne debris FL5302 Rl AE PIS 5302 7 i0. Z- 139-130-1s vdf region unless structure Is designed as panlauy enclosed or Created by Independent Third Party: Yes door is a replacement door. 5302-11 1 Stratford (Mmr anti Henbge (My 950) Dwg. IRC-6016 130-is, 10'Thru Is- wile. -- Usaft of use - - - � InalWm lnsMuceom -- bl Approved for... in HVH2: No FI.530. RI 11 P'll; 5- T IX, 6UIE 13L,.15 : Approved (or use outside HVHZ- Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No craaad by Independent Third Pam: Yes Design Preasure: +2-, 29.1 Evaivadon /rooms Ocher: Design Pressure +25 6/-29.1, Not for use In HVHZ. fJ S3p1-R1-AE A$CE J la -0: CS.oOf Glazing option shall not W used In wind home debris EL53o__ R1 AE PTID 5302 T IRCE0164--a-15 oaf Created by independent Third Party: Yes region unless structure is designed as partially enclosed or door Is a replacement door. as. Pear -„,�.,".� ,.fir ;Fz.a; r- wtH, aha'qu'rHx. IdRr`n::r t.:L� = ;. I 11,; I- '. iii- ." -,t Ja- .1e1 a -— S.tmtr _ - Uzi SLnarxe --r.. musu - a[u , w . suns - w ,.e - ,I _ Procareduct Approval Ff i. `�_pfi�`6I�r4_'Lif4•1 FL a FL5427-R2 '` Ap0licefion Type Revision t - a Code Version 2007 1+,. _ •-,- APpllca[ion Status Approved Comments . .-'.. .. Archived M Product Manufacturer Amarr Garage Doors Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 (336)251-1509 dan n yJoynerebamarr.com Authorized Signature Danny Joyner danny.)ovi xDama-com Technical Irepresentatwt Danny )oyner Addrese/Phore/Email 165 Cangis aCourt IrCarriage Winston, SIC 27105 51.130 goynergamm.r..cem Quality Assurance Representative Danny )oyner Arldress/Phone/Erna I Amara Garage Doors 165 Carriage Court Wlndon-Seixn, NC 27105 djoynerriume r.com Category Exterior Doors Subcategory sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Fronde Professional Engineer IF Evaluation Report - Hardcopy Reci Florida Engineer or Architect Name who developed Thomas L. Shelrrardine the Evaluation Report Florida License PE.0048579 Quality Assurance Entity Intartek Testing Services NA Inc Quality Assurance Contract Expiration Date 01:0V2099 Validated By Steven M. Unch, PE 7 Validation Checklist - Hardcopy Real Certificate of Independence ep F _ 54,7 L _I_ -Om TM1N ie ..vile rlrrueP: rape---:.e, 7.24.2007 odf Referenced Standard and Year (of Standard) year A57M E330 ZOo2 Equivalence of Product Standards Cart fled 5427.3 Clasvo 1000 and 20M M500, 9' .it. Clasdo 1000 and 2000 Msoi SOOT - _-_ _ __ 5001 . IRC-5309-130-15 ._ Limits of Ux Instal. Hon I.. —;.- Approved for vise rn NVNZ:No rl 4.. R: it iF S109-I Ill P -I d r e 0 In a. __- e4_0 aw.. fi_.Pd A caved Tor cave outside XVHZ: Yes pprBy Verified ': Th Shelme d e FI eEa0048579 Imped Resistant• No a Created by Independent Third Party Yes Dear9n ro: 7/ 31.6 E I eon Ralrerts n iH other: Not of fo, for use HVHZ Glazingnot available in h x, A _ L E ASCE le- OS f P HVMI. 32 Tall Sect cans MAX A% FL 27 R2 AE �+v M del 00 CI 10002CCC odf FL 2. R2_AE IRC 5309-130 5 E alyation Re cart. df Greeted OY Independent Third Party Yes 5427.8 Classlca 1000 and 2000 si 16' wide Classica 1000 and 2000 M500, 5001 SOOT IRC-5316-130-24 of --- Lima. tea. - - Installexm lindrvctions A owe for we in HVH2: No pW FI `42' RC 1I IF� i .15 ? 0 `4 o t.-al 3 , ed sran'. A cased br we outei4e NyXZ: Yes PPr V r fl e 1 ed B -Thomas L. ShNmerdine FL DE 0098579 v Impact Resistant: No Created by Independent Third Party' Yes Deign Pressure: +25.6/-29.1 evaluatlen Reports . Other: Not for use In HVHZ. Glazing not available In rl s427 R: AE ASCE 37.9D -- OS o,-f HVHZ. 32" Tall Sec[ one MAX FLsp2 • Ri ,.E --.1.,'.f Model 500 Li iLUO L odf . F_5Z Z AE IRC 5316-13r 4 al_at ern P •t pat i Created by Independent Thud Pam. Yes . N N N Sao M O (D � a --a Z3 _ n W L 0- O O M U � � � (1) _0 U O C L_ 0-O " O W M O 1 , LL. �� 0 M En W �%� M L- Q F— -0 ip .- a /�/� CIO Q- E Z Z W J In =� (3) _+__J U a -+--o W W v M (2) O CL IIIIIIIII CL Q —1 O L_ 3: - W co1) C/) W C)M w c G Q Z Z Q J a_ SHEET N0. PA 1.1 f eCl6 tome tagT Uzer Rag"t , Hot Tolxcz ( Subnvt h,vW i Shatz&Facts -. Publk#ions F&CSt ff I BCSSee Map Lnks se«ch roduct Approval useR: Pete care, :+x tCatV^ R�_� _�, f nyta�_g�I fL. In > N__' �yaiC aC4k lyn fe«ch> �i•._aiCa sun 1 r. > Applrat ion Quail f «cit FL # FL8905-P l Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer General Aluminum Company Address/Phone/Email 1001 W. Crosby Rd. Carrollton, TX 7S006 (972) 242-5271 Ext 207 ivan.paredesCogactx.com Authorized Signature Lws Lomas rl omas®Idomaspe.mm Technical Representative Ivan Paredes Address/Phone/Email 1001 W. Crosby RD. Carrollton, TX 7SO06 van . paredes®gact x .vim Quality Assurance Representative Ivan Paredes, M.E. Address/Phone/E mail 1001 W. Crosby Rd. Carrollton, TX 75006 i van.paredes0 gactx.com Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer - Evaluabon Report - Hardcopy Received Florida Engineer or Architect Name who developed LUIS P. LOMAS the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation & Management Institute, Quality Assurance Contract Expiration Date 12/31/2011 V• dated By Steven M. Unch, PE - Vandabon Checklist- Hardcopy Received Certificate of Independence FL 905 RI C01 Elu219A.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1609 1714.5 9B-72.070 �ommunity A.. }7�f. ( .: BC15 home Log In lllser RegntnEon Hot Top. ; Submt Surcharge Aau&Facts � PrbkaWns t FJC Staff t 0.55te Map I LNs Searz Product Approval 'b USFR: Pblc Use' t�;; : P:14�t Lc[ p-1 Min n > A� jA—k.t�t 1,d�i �t or Ay r atbn5gh > AA k—, Let > Applotim beta8 -_ FL # FL5444-R2 Application Type Revision '. Code Version 2007 ' Application Status Approved Comments -- --' Archived Product Manufacturer CertalnTeed Corporation -Roofing Address/Phone/Email PO Box 1100 1400 Union Meeting Rd Blue Bell, PA 19422 (215)274.2350 richard.a.snyderCb amt-gobain.com Authorized Signature Richard Snyder richard.a.wyder@saint-gobain.com Technical Representative R. Allan Snyder Address/Phone/Email PO Box 1100 1400 Union Meeting Road Blue Bell, PA 19422 AIIan.R.Snyder@salnt-gobaln.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 09 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Niernmen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Underwriters Laboratories Inc. Quality Assurance Contract Expiration Date 1010112010 Validated By John W. Knezevich, PE IN Validation Checklist - Hardcopy Received Certificate of Independence FL5444 RZ COI Trinity ERD Certificaiton of Indeoendence.odf Referenced Standard and Year (of Standard) Staff Year ASTM D3161, Class F 2003 ASTM D3462 2004 ASTM D7158, Class H 2O05 Equivalence or Product Standards Certified By Sections from the Code Product Approval Method Method 2 Option 8 Product Approval Method Method 1 Option D Date Submitted 01/09/2009 Date Submitted 07/27/2009 Date Validated 01109/2009 Date Validated 08/13/2009 Date Pending FBC Approval 01/15/2009 Date Pending FBC Approval 08/31/2009 Date Approved 02/03/2009 Date Approved 10/13/2009 Summary of Products ummary of Products 8905.5 1445, 5347 AND 5547 VERTICAL 1445, 5347 AND S547 VERTICAL MULLION FL # - Model, Number or Name Description MULLION 5444.1 CertalnTeed Asphalt Roofing 3-tab laminated architectural and 4-tab asphalt roof P 9 P Limits of Use Istallatfon Instructions shingles rtI Sh ogles s g Approved for use in HVHZ: No FL8405 P1 II 08.00142A.pdf - ---- - — -- -- -- --- --_ — — - --- ---- - Approved for use outride HVHZ: Yes Verified By. LUIS R. LOMAS, 62514 Limits of Use Installation Instructions Impact Resistant: N/A Created by Independent Third Party: Yes Approved for a or HVHZ: No FL5444 R2 II er072709FINAL Asphalt Shingle FL5444- Design Pressure: N/A Evaluation Reports Approved for use outside HVHZ: Yes R2.pdf Other: REFER TO EVALUATION REPORT AND FL a__ kl AL_z JQ223A.odf Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 INSTALLATION INSTRUCTIONS FOR DESIGN PRESSURE Created by Independent Third Party: Yes Design Pressure: N/A Created by Independent Third Party: Yes RATINGS Other: Refer to ER Section 5 for Umits of Use Evaluation Reports FL5444 R2 AE er072709FINAL Asphalt Shinale F_5444- it chinCode Odine P�//www.gotidabtil(i�•aF`PI/Pf_aPP_dE.aB laraDp--WGEVXQwt. i Rz.oar Created by Independent Third Party: Yes Ii ® � Department of aCS tame ' lagF Jzer Regrrtrat'wn Hot Topcz M1SuM1aS#&FacCurter,'Ba C,g Cod. 0,arA a Code ` airs .ivvo. derd raft— Endo. . V L" Product Approval ia5.) dal /a24 143 f: .useR: Pubk user FL # FL121611 Application Type New Code Version 2007 Application Status Approved Comments Archived Product Manufacturer General Aluminum Company Address/Phone/E marl 1001 W. Crosby Rd. Carrollton, TX 75006 (972) 242-5271 Ext 207 i van. paredesfpgactx.com Authorized Signature Ivan Paredes i van. paredesO gactx.com Technical Representative Ivan Paredes Address/Phone/E mail 1001 W. Crosby RD, Carrollton, TX 7SO06 i van. Paredes® gactx.com Quality Assurance Representative Ted Scroback Address/Phone/Email 1001 W. Crosby RD Carrollton, TX 75056 tedscroback0gactx.com Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certificabon Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Validation Checklist -Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/NWWDA 101/I.S. 2-97 1997 AAMA/WDMA/CSA 101/LS.2/A440-0S 2nn5 Equivalence of Product Standards Certified By F, 1 "I �jiR"! �Ln F DC15I Log :n Uses Regematm Hot Top. S4bmt Surcharge stets & Fade P okatbrs i FBc Stag iµ Bc:S S:a Map i s ':. S.— - Product Approval Isere: vDlxc use- .. . A 1� t A oral MenuA oval Menu > Prcd}t atr katPLWlnp SLSft or } gtkatro 5-1,er > �atRrlka nAppButim Deter FL # FL12103 -.` ..> Application Type New ., Code Version 2007 Application Status Approved Comments Archived 19 Product Manufacturer Alslde Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 (330)922-2389 nthompson (�)alside.com Authorized Signature Nick Thompson nthompwn@alside.com Technical Representative Nick Thompson Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 nthompwn@alside.com Quality Assurance Representative Jack Mowery Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 (419)853-4656 jmowery@alside.wm Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer It Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Alan Reeves the Evaluation Report Florida License PE-19354 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Steven M. Urich, PE F9 Validation Checklist - Hardcopy Received Certificate of Independence FL12103 RO C01 cert of ndeoendence.odf Referenced Standard and Year (of Standard) Standard year ASTM D 3679 2005 Equivalence of Product Standards Certified By Sections from 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 FL1210T RO II Ccventv.odf Approved for use outside HVHZ: Yes Verified By: Architectural Testing, Inc Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Re ports ePorts Other: For use a cladding nl r i A r. f h e s exterior clad I g only. Not for use n FL32103 RO E Covent v cad 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. - !! e, BCIS Lome Log Y, i User Regaomton Hot Top.: `;imt S serge Bats IN FWs Plikatxxns ? FBC Stall ? SC:S Ste `tap Lni .lean Product Approval U-ER:P clt£- Product hoCro Menu > Preouct or Pmkatwn Seer:n > ApplL nt L5t> Application Detaa FL # FL12199 -: Application Type New Code Version 2007 'i Application Status Approved Comments Archived Product Manufacturer KAYCAN LTD Address/Phone/Email 402 Boyer Circle Williston, VT 05495 (905) 793-9462 Ext 235 a lex.jova n ovicC-: k pprodu cts. com Authorized Signature Jovanovic Alex alex.jovano v I c(51k pprodu cts. com Technical Representative Alex lovanovic Address/Phone/Email 255 Summerlea Road Brampton, NON -US 05476 (905)793-9462 Ext 235 alex.jovanovi c@kpproducts. com Quality Assurance Representative Alex lovanovic Address/Phone/Email 255 Summerlea Road Brampton, NON -US 12345 (416)553-6818 alex.jovanovic(: kpproducts.com Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Product Evaluation 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 M Validation Checklist - Hardcopy Received Certificate of Independence FL12199 RO COIC Certificate of :ndeoendence.pdf Referenced Standard and Year (of Standard) Standard Year ASTM 03679 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option C Product Approval Method Method 1 Option A Date Submitted 02/26/2009 Date Validated 03/02/2009 Date Submitted 06/28/2009 Date Pending FBC Approval 03/05/2009 Date Validated 08/31/2009 Date Approved 04/07/2009 Date Pending FBC Approval 09/04/2009 Date Approved 10/13/2000 Summary of Products 12968.4 Series 1900/1970 Limits of Use Approved for use in HVHZ: No Approved for use outside HVH2: Yes Impact Resistant No Design Pressure: +40/-40 Other: See attached drawings for the installation Instructions, product perfat mance, IimltsJOP and other limits of use. Aluminum S/H (Fin) 54" x 72' Insulated Annealed DSB Per Manufacturer's installation instructions. Certification Agency Certificate FL12968 P.0 C CAC. 03 Seer res 1900-b070 (54 x 77; APC. odf Quality Assurance Contract Expiration Date 08/11/2013 Installtation Instructiolts FL12968 RO II 03 08-00578A. Ract-cular.pdi FL12%8 PO Q 63 08-00570A Designer.pdf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: FL # Model, Number or Name Description 12199.1 Center Vented 12"/Solid 12" Triple 4" Partially Perforated Vinyl Soffit Limits of Use Installation Instructions Approved for use in HVHZ: No - FL12199 RU U Kavcan lnstalla:mrr.p_7f Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, Inc. Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70i-70 Evaluation Report Other: Must be installed as per the manufacturers FL12199 RO AE- ESR-1495-Ian 0g.pdf Y I --_ . Aass ii �a��x•yyl , _ 9CIS Home i We In I User Regetratan ! Hot Top.: Srbmt Surcharge state & rags t P,bdcatiora i FBC Stag i BC'S So, Map : Lrks Siiamn, 1 Product Approval i Y..9 Use. ., -a, ?->•>e .�tuYt''AD/ g_val Mau > hed.1 ar? A atbn rch > Air r1 pj rfk ,Sion Ui > Application Datap Eli_ FL 4 FL2075-R3 Application Type Revision Code Version 2007 - Application Status Approved Comments Archived Product Manufacturer Florida Metal Products Inc. Address/Phone/Email 6940 Stuart Ave Jacksonville, FL 32254 (904) 783-8400 darkCNflamco.com Authorized Signature dark Jones da rk@xflamco.com Technical Representative darkjones Address/Phone/Email p o box 6310 jackwnville, FL 32236 (904)783-8400 dark@flamco.com Quality Assurance Representative darkjones Address/Phone/Email p o box 6310 jackwnvllle, FL 32236 (904)783-8400 darkC"fiflanco.com Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Certification Mark or Usting 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 Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/05/2008 Date Validated 06/30/2008 Date Pending FBC Approval 07/08/2008 Date Approved 09/15/2008 FL # Model, Number or Name Description 2075.1 IVENTRVIO VENTRV10 Limits of Use Certificotion Agency Certificate Approved for use in HVHZ: '.es FL2C75 --: C C, r7-1105.06 RV30 MIAMI DADE.Ixdf Approved for use outside HVHZ: Yes Quality Assurance ContraExpiration Dab Impact Resistant: N; A 01/31/2009 Design Pressure: N/A Installation Instructions Other: FL2075 R3 11 07-1105.06 RV10 MIAMI DADE.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 20752 VENTRVIO VENTRVIO Limits of Use Certification Agency Certificate Approved for use in HVHZ: Ves FL2075 R3 C CAC 07110506 RV10 MIAMI DADE.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Extpication Date Impact Resistant: N/A 03/13/2013 Design Pressure: N/A Installation Instructions Other: FL2075 113 II 07110506 RV30 MIAMI DADE.pcf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: CC5 A^mnemaU-n Department of Comma Ny AAsis Fbnda &W&W Cade c fi— Codesandsesadaw srcmarc oil. mwavav .ss.> T'-see, Fbnda 32-a9 d_Jo 85:; 437I82d, era. !e5C - 414 8935 ..a- .tit 4 BCIS Home : Loox, Ue'Regs color clot,'tierw'-s Saamt Surcharge State&Facts Pubkatbns FBC S'ea[ BUS Ste Map I Lai - Product Approval IbER: PAic Use- :-' wl,c[ Aowural Menu > PGdurt or Pmketun Search > Awtcalon Le[ > Appeoitim Detail FL # FL11024 Application Type New Code Version 2007 Application Status Approved Comments - ---= Archived 1 Product Manufacturer Southeastern Metals Mfg. Co. Address/Phone/Email 11801 Industry Drive Jacksonville, FL 32218 (904)696-4682 j h kelsey (msemeta Is.com Authorized Signature Jeremy Kelsey j h Kelsey asemetals.com Technical Representative Jeremy Kelsey Address/Phone/Email 11801 Industry Dr. Jacksonville, FL 32218 (904)757-4200 Ext 4682 jhkelseya@s etals.com Quality Assurance Representative Gerry Shotsberger Address/Phone/Email 11801 Industry drive Jacksonville, FL 33218 (904)696-4204 gpshotsberger@semetals.com Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity Miami -Dade BCCO - EVIL Quality Assurance Entity Miami -Dade BCCO - QUA Quality Assurance Contract Expiration Date 04/15/2014 Validated By Miami -Dade BCCO - VAL Certificate of Independence Referenced Standard and Year (of Standard) Standard Year TAS 100 1995 Equivalence of Product Standards Certified By Approved Evaluation Entity FL11024 RO Eguly 2008 NOA W'ea[her Vent odf Sections from the Code Product Approval Method Method 1 Option C Date Submitted 07/09/2008 Date Validated 07/17/2008 Date Pending FBC Approval 07/18/2008 Date Approved 09/15/2008 Summary of Products FL # Model, Number or Name Description 11024.1 "Weather -Vent" Off -Ridge Static roof vent Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11024 RD II 2C08 NOA Weather Vent.pdf Approved for use outside HVHZ: Yes Verified By: Miami -Dade BCCO - EVL Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: FL11024 RO AE 2008 NOA Weather Vent.pdf u CCAAdtnestmtsn DepxrfmmrofComm 1ty Affair Fbrhra 6ulbbg Cade 0— Codes and Srarxdartls us e,r , ,.,err nr, arrr� Tarlanass=e r,n:.da , 11s ]_-'CO HS;:, +a .'rn','i, `�.:`>t. xi1136 m I j�,i.,�, BCLS Home Loq h User Reg ariton Hot Top. ' S.lbmt Surcharge State & Fac ! Pdcat— F3C Sta4 ; 0r:S site Nap Lhks - rc- , '+. Product Approval :USER: PvINd Use- 1,A111 Aoeroeai MrmU > Poduct or Pmkatbn Search > Aaokation LLst> Appibti Detail FL # FL722-R2 Application Type Revision Code Version 2007 Application Status Approved - Comments Archived Product Manufacturer Metal Tech, Inc. Address/Phone/Email 7635 w 2nd Ct Hialeah, FL 33014 (305)970-7507 steve@metaltech.com Authorized Signature Steve Pulliam E nglneering @meta Itech.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert S. Monsour the Evaluation Report 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. Validation Checklist - Hardcopy Received Certificate of Independence FL722 R2 COI 024 cert Indicend.Ddf Referenced Standard and Year (of Standard) Standard Y-W ASTM E 330-02 2002 SSTD 12-99 1999 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/27/2009 Date Validated 02/02/2009 Date Pending FBC Approval 03/11/2009 Date Approved 04/07/2009 z,unimmeary or rrooucts FL # Model, Number or Name Description 722.1 .024 Galy. Steel Hurricane Panel Limits of Use Installation Instructions Approved for use in HVHZ: No F1722 R2 it 024 drawing.pdt Approved for use outside HVHZ: Yes Verified By: Robert S. Monsour PE 11955 Impact Resistant: Yes Created by Independent Third Party: Yes ' n Pressure: N A Dear / g Evaluation Re Ports Otter: Not for use In High Velocity Hurricane Zones of the FL722 R2 AE 024 evaluatlon.pdf Florida Building Code. Maximum Span 140" at 24.52 P.S.F. Created by Independent Third Party: Yes Maximum Design Load 103.02 P.S.F. with a Span of 55" CCS Apm nstrat.n Department ofca mu,,ty A9arrs Fbrid &W*W Cade oar coda: cow Shindwo, zees smmare o do relb� e. J aoU ass, da] rasa,, FaFa, 650sc, 414-8436 � • _ ✓ � ate I(�F'1111� !S � acis 1-ome Log In ( User R V,tmtwn i Hot Tor.: Sabmt Surcharge Stets & Facts I Publ cators i FSC Stag - Product Approval U6ER: "u User PW u:I f Queer Menu > ?11 u AAmkatnn ievcn > AwkMon Lst > Apploe ion Detail FL # FL4804-R2 Application Type Revision Code Version 2007 Application Status Approved Comments Archived 9 Product Manufacturer Alufab Hurricane Shutters Inc Address/Phone/Email 13000 NW 38 Avenue Opa Locka, FL 33054 (305)688-4701 Ext 19 anthon y (dialufabh u rricane.wm Authorized Signature Robert Andrade anthony@alufabhurricane.com Technical Representative Pedro De Figueiredo Address/Phone/Email 6971 West Sunrise Blvd. 104 Plantation, FL 33313 Engcooaol.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Pedro De Figueiredo the Evaluation Report Florida License PE-52609 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2010 Validated By Jesus Gonzalez, P.E. F. Validation Checklist - Hardcopy Received Certificate of Independence FL4804 R2 COI 09-032 CI.odf Referenced Standard and Year (of Standard) Standard Year ASTM E330, E1996, E1886 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/10/2009 Date Validated 04,122/2009 Date Pending FBC Approval 05/18/2009 Date Approved 06/09/2009 sum or rrosucss FL # Model, Number or Name Description 4804.1 249a B 22ga Steel Storm Panels Corrugated 22ga and 24ga Steel Storm Panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL4804. R2 II 09-032 DWG.pdf Approved for use outside HVHZ: Yes Verified By: Pedro OR Figuereido 52609 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +104/-104 Evaluation Reports Other: Product to be manufactured, designed and installed FL4604 R2 AE 09-032 PER.Ddf as per drawing 09-032. Created by Independent Third Party: Yes ® a Lcnncmnetmtrn Department of Cammivray A/fiis FbC au/r Code Online Codes and G.. & ds Jiiri: n,nrt' Oa• _i SW­'0 a•.-r N I n� W O O W CL CIOI..L ^O —0 U 0- CZ VJ C 0 O O N 0 M O CZ • LCZ L O t� f�^� V) E Z Z W J C/) C0 0 CU U CU O � I U p L— n�W '^ v , Uco cw G Q z z Q J 0- SHEET NO. PA 1.2