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HomeMy WebLinkAbout356 Bella Rosa CirCITY OF SANFORD UILDING & FIRE PREVENTION P T APPLICATION Ar � 'RM12 Application No: Documented Couss action Value: ,$ .lob Address: _ ".Dl s(J 06.C'.Ila ?e0J(t Historic District: Yes ❑ leo � parcel [D: �)q- l�j - )1 50a-C`C-,�)O - lQ o Zoning: Description of Work: Pfau Review Contact Person: _3oFU\l `Title:z///�nrr Phone: 6 - U3(,3 Fax: ial E-mail:-t%�a�oo,cnr, Property Owner Information Name Phone: (1a.71�-Irn--ti 00 Street.- 155'�30 Avg _1 C,_", 210 Resident of property? City, State Zip: CL-,EA� w -I-r�R , 33-( t10 Contractor Information �4'1 Phone: StC"Cet: 1��G���O l_�C FI�WAyE. DQ_ 3�i-Cc : 21U Fax: City, State Zip: State License No.: C SIC __15 i M)(e Architect Engineer Information Name: I E2.3ee_ Phone: 1-1(5-k `�%(:)- a3 '�) Street:11 Cid .) 17-). ')r��.� a`� , , rclil _ Fax: (1400 1Lrj x'604 - -- city, :st, Zip: 4A,x> 11 o. i F �_ 3� (0z� l: -mail: c13v ci . Il�bvc� @c�ee.���, Bouding Company: r,`A Mortgage Lender: N�A Address: 3 �l. �/0 Address: - —� �— PERMIT INFORMATION Buildin" Permit Square Footage: (� Construction Type: No. of Stories: l No. (if Dwelling Units: �Flood Zone: _, Electrical [-7,J- Plumbing d New Construction - No. of Fixtures_ YfE'ch€aaai :rt r,(i)uct lad/out ru..1=fired (b, lkllw sv,tems) Fire Sprinkler/Alarni 0 No. of heai+3: V r c} ' 0 S- �D 3 UC ; 0. `)`- `f - SHEET— SHEET No. CS ABBREVIATIONS 1 A.B. Anchor Bolt 2 Fir. Sys. Floof `system Rad. Ref. Radius Refrigerator g Abv. Above ......... . HVAC PLAN F.PI. Fireplace Re qfd Required A/C Air -Conditioner L1 Ft. Foot / Feet R Roorn Adj. Adjustable DETAILS Ftg. Footing MONO DETAILS Round A.F.F. Above Finished Floor FX Fixed R/SRnd. Rod and Shelf A.H.U. Air Handler Unit D1 Galy. Galvanized SD. Smoke Detector ALT. Alternate PRODUCT APPROVAL NUMBERS G.C. General Contractor .F S. F. Square Ft. B.C. Base Cabinet ff" G.F.I. Ground Fault Interrupter Sh. Shelves B.F. Bifold Door FOR 2 STORY HOMES G.T. Girder Truss SHT Sheet Bk Sh Book Shelf Notice to Builder & All Subcontractors Hdr. Header S. L. Side Lights Bm. Beam BOT. Bottom are required to review all the information contained in these Hgt. Height HB Hose Bibb S.P.F. Spruce Pine Fir B.P. Bypass door' MUST be in accordance to the information found in these int, Interior Sq. S.Y.P. Square Southern Yellow Pine Brg. Bearing without advanced notification and approval by the K/Wall Kneewall Temp. Tempered Cir. Circle K.S. Knee Space Thik'n. Thicken Clg. Ceiling Lr) (1) Laun. Laundry T.O.B. Top of Block Col. Column Lay. Lavatory T.O.M. Top of Masonry a Comp. A/C Corepressor L.F. Linear Ft. T.O.P. Top of Plate C.T. Ceramic Tile L.T. Laundry Tub Trans. Transom Window Dryer Mas. Masonry Typical Dec. Decorative Ded. Dedicated Outlet Max Maximum M.C. Medicine Cabinet UCL UC Under Cabinet Lighting Dbl. Double Mfgr. Manufacturer U.N.O. Unless Noted Otherwise Dia. Diameter Micro. Microwave VB Vert. Vanity Base Vertical Disp. Disposal w Min Minimum V. L. Versalam Dist. Distance D.S. Drawer Stack M. L. Microlam Mir. Mirror VTR Vent through Roof D.V. Dryer Vent v®I Mono Monolithic VV Washer With D.W. Dishwasher N.T.S. Not to Scale W/ /C Water Closet Ea. Each E.W. Each Way Opn'g. Opening Opt. Optional W.A. Wedge Anchor Elec. Electrical Pc. Piece Wd WP Wood Water Proof Elev. Elevation Ped. Pedestal Ext. Exterior P. L. Parallam Exp. Expansion PLF Pounds per linear foot F.B.C. Florida Bldg. Code Pit. Ht. Plate Height Fin. Flr. Finished Floor LiJ®.. Pit Sh. Plant Shelf v'e w a O O C2 F.G. Fixed Glass PSF Pounds per square foot r-',00 Fir. Floor P.T. Pressure Treated LII� y O Fdn. Foundation w �(9 tUr Pwd. Powder Room ill I— U_ U'<2 REVISIONS „.. CD'<2< w W ULLZ� w 0 V 09/02/08 1.00 NEW BASE PLAN > 02/12/09 2.00 CODE UPDATE AND REVISION 04/20/09 2.01 FIELD WALK CHANGES 6/11/09 2,02 GENERAL CHANGES r-+ _ 8/10/09 2.03 FLIP BATH 2 8/10/09 _3.03 ADD EXT. DOOR IN BATH 2 10/05/09 3.04 REVISE KITCHEN LIGHTING z 12/02/09 3.05 ADD PORCH OPTION - ELEV. "D" 12/10/09 3.06 ENLARGE TUB DECK AS NOTED 01/06/10 3.07 CMG. COACH LT. SWITCH 05/06/10 3.08 ADD EXHAUST TO BATH 2 U it I --� _rdl_4 — r I i I -- - �- (� SDC I I I f - i.__ Or - r i - -- L E N 1"+J /X R , INDEX—OF DRAWINGS -'DESCRIPTION SHEET— SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ......... . HVAC PLAN 5 FOUNDATION PLAN 6 ROOF FRAMING PLAN L1 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS OFFIC"';LE ff" 9 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 pian 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 reirnbursernent by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be rnade in accordance to the terms of the agreement. I SHEET NO. LS �5F y S q) � x> Aq) -- Vi' t ?� E�,aj o' m � o�c�r. E rp a o t7 t v P t—' c ,7 ! I �, � N � ro Q) ao� $e c� < � d"- rn 0 Al _\�+ ✓ = 4 , u���asa °pbr°amyua � 4 "Fig, r• (� LD i O t Qe mvn :., u '�i' + '00- 111 ' fU 0— � 'b7 .N � �rtla�'' f LL ",1114111 ,� m U CD ®1�:2z ILoh 4to a9 To the best of�e the engineer's knowledge and understanding, the structural plans and I with the 2007 Flo 'c s ecifications cornPY rr to p Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing_ 0 .--r ("4c(' Lr) r 0 6 �) c) tll 6'ti n _ - > W LU _J c:) ru Lr) (1) L I � <I LL1 LL � g J 6. V m `ter-- vwrC)0 �a. <U 0;: oar w �cU�a� �1 0 C1 C-1 V= Q F W N v®I a 0 T -1r zLU w w1'2O < iA LiJ®.. v'e w a O O C2 r-',00 !! U '' 0z Cy o' ,-, Lr z c, 0 LII� y O ate.® w �(9 tUr Lu ill I— U_ U'<2 „.. CD'<2< w W ULLZ� w 0 V > aXz hULULU L� O r-+ LN® W z SCALE AS NOTED PLOT DATE: 02/08/2011 VERSION NO. 3auo JOB NO: _ 11-0155! I SHEET NO. LS MASTER BATHROOM OPENING AT FOYER BATHROOM OPENING ATM8STERUEDRO OPENING AJFOYER (VALUE ELEVATIONS) ALT. LAUNDRY :)M ' � � � _ -8" SHAPE CMU COLUMN | |35SH OD _ 0A_ �ASTER BEDROOM TYp. 8''4^FLAT CLG. u.N.O. CARPET CE�) 25 SH *EGRESS BEDROOM 3 G.T. CARPET _ ������U� ,wv ' FAM �| 8'-4^FLAT CLUCARPET � 00 MC W TILE A. H. STAND DINING T_ CO m(r,) w`�� TEMP. GL. ENCL. ON 0 CARPET 42" HIGH KNWL. —HANSON BOX SH RRJ L FLAT TOP Z, 9'-4" FLAT Cl DRYER VENT 7 TILE T_ DROP -It -Iol _3 THRU ROOF 71 LJ TUB PER TI ETOJ jt ­ EDGE OF SLAB 2" DRYER VENT BEYOND WALL THRU ROOF. -2111 u -8q FOYER 114- r'LAT u�� BUILDER / 4 22. TILE — APPLIANCEPROTECTION � Z�C`� ��B�VMEN REO REDPERFBC ' KITCHEN ------' 0�4.FLAT CLG | ` [7'�1 | � � 16 X 7 OVERHEAD DOOR REVISION NOTES '12117/2009: 1. ALL CLOSETS THATARENOT WALK-IN CLOSETS ARE TOBEFRAMED DOWN T08�0&FF 2. ALL BLOCK WALL FURRING |STOBE24'O.C. EXCEPT |NWET AREAS. SPACE WET AREA FURRING AJ18"{}.C. 3. NORECESSES FOR SHOWERS. SHOWERS ARE T0BEPANNED WITH APRE'FAB.BASE. 4. ALL VANITY HElARE 36''&F.F. 5. SLIDING GLASS DOORS ARE TOHAVE A1'1/2" RECESS. REFER TOMASON'S SCOPE FOR RECESS WIDTH. 8. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL S0'PLANS.FRAME BAR TOP AT4U'1/2''A.F.F. 8. ALL TUB DECKS ARE SIZED ASFOLLOWS; 40'PR(]DUCTL|NE48"x84" 50'PR0DUCTL|NE' 48"x76" � HEADER SCHEDULE OPENING ENCLOSED MARK HEADER SIZE REMARKS BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM <@> 1/2" FLITCH PLATE FILE LIVING 1677 S.F. GARAGE /99 28 S.F. LANAI 1 28 S.F. ENTRY 43 S.F. 1/2" FLITCH PLATE INSULATION REQ. NOTE: FINISHED R -VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM 1/2" FLITCH PLATE R- 11 /R- 13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN 1/2" FLITCH PLATE (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R -11/R-13 KRAFT FACED WALLS TO BE FLUSH. 3068 6-1�1\111_ Wj ALIGN TRUSSES TO ALLOW FOR A. H. TO BE ALIGNED. LO 0 FIELD VERIFY. 36"x26" TRANS ABV A VERIFY W/ PLAN CORREC F LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 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 CD GARAGE Z LL Z 0) LIJ W Lr) Ln Ln mi T -i 146 LOL� 25, ENTRY Z<Q TILE Wt LU Z Uj 71 1 IT7 71711 35 SH "��GARAGE 16 X 7 OVERHEAD DOOR REVISION NOTES '12117/2009: 1. ALL CLOSETS THATARENOT WALK-IN CLOSETS ARE TOBEFRAMED DOWN T08�0&FF 2. ALL BLOCK WALL FURRING |STOBE24'O.C. EXCEPT |NWET AREAS. SPACE WET AREA FURRING AJ18"{}.C. 3. NORECESSES FOR SHOWERS. SHOWERS ARE T0BEPANNED WITH APRE'FAB.BASE. 4. ALL VANITY HElARE 36''&F.F. 5. SLIDING GLASS DOORS ARE TOHAVE A1'1/2" RECESS. REFER TOMASON'S SCOPE FOR RECESS WIDTH. 8. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL S0'PLANS.FRAME BAR TOP AT4U'1/2''A.F.F. 8. ALL TUB DECKS ARE SIZED ASFOLLOWS; 40'PR(]DUCTL|NE48"x84" 50'PR0DUCTL|NE' 48"x76" � HEADER SCHEDULE OPENING ENCLOSED MARK HEADER SIZE REMARKS BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM <@> 1/2" FLITCH PLATE AREA TABULATION LIVING 1677 S.F. GARAGE /99 28 S.F. LANAI 1 28 S.F. ENTRY 43 S.F. 1/2" FLITCH PLATE INSULATION REQ. LOCATION R -VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM 1/2" FLITCH PLATE R- 11 /R- 13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN 1/2" FLITCH PLATE (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R -11/R-13 KRAFT FACED NOTE TO TRUSS COMPANY: ALIGN TRUSSES TO ALLOW FOR A. H. TO BE ALIGNED. LO 0 A VERIFY W/ PLAN CORREC F LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS FLOOR PLAN uenell notes 1. Kwater based ceiling texture material bused, Provide Y2" gypsum board for 18^ O.C. Fmmin0, or50^gypsum bound for 24''o.C.Framing. Note k2"sag-resistant gypsum board may be used I.L.O. 0f5/8"gypsum. 50^type "X'gypuum board must beinstalled vogarage ceiling beneath habitable room(s). 2. H3O81.1Duct Penetration. Ducts inthe garage and ducts penetrating the walls o/ceilings separating the dwelling from the garage shall hnconstructed ufaminimum No. 28gage (O.48mm) sheet steel, 1inch minimum rigid nonmetallic class Oordasn1duct board, nrother approved material and shall have nv openings into the garage. 3.Door from garage into house must baaminimum 13/8^ solid wood door, solid o/honeycomb steel door, or 20 minute fire rated door. 4. Any accessible space under ustairway shall be protected with k7'gypsum board. 5. All doors and windows providing direct access from the � home vuthe pool shall boequipped with onexit alarm � complying with UL2O17that has aminimumsound � p�snvmmdngo�85dbua\1O�o.Them�<a|onnohoU produce ocontinuous audible warning when the door orwindow are opened. G. Budh/oomexhaust fans must vent uothe exterior ofthe building, exhaust mattic space and soffits isnot acceptable. 7. The garage shall beseparated from the residence and its attic bynot less than 1/2-inoh(12Jmlgypsum board applied mthe garage side. Garage beneath rooms shall bo separated from all habitable rooms above bynot less than S/8inch (1S.0mn)type X gypsum board o/equivalent. Where the separation isu 800r'xoiUnguoxomb|y. the structure supporting the separation shall also protected bynot less than 1/2inch (12.7mo) gypsum board orequivalent. 8.R6112Window sills |odwelling units, where the opening ofanoperable window iolocated more than 72inches (1828mm) above the finished grade orsurface below, the lowest part nfthe clear opening nfthe window shall baa mioimvmv[24inches (01Omm) above the finished floor of the room inwhich the window islocated. Glazing between the floor and 24inches (O10mm) shall befixed o/have openings through which a4'inch'diamove/(1O2 mm) sphere | cannot pass WALLLEGEND OPENING ENCLOSED PRESSURES - EXPOSURE "C" BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION LIVING 1677 S.F. GARAGE /99 28 S.F. LANAI 1 28 S.F. ENTRY 43 S.F. INSULATION REQ. LOCATION R -VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM 120 MPH FLOOR PLAN uenell notes 1. Kwater based ceiling texture material bused, Provide Y2" gypsum board for 18^ O.C. Fmmin0, or50^gypsum bound for 24''o.C.Framing. Note k2"sag-resistant gypsum board may be used I.L.O. 0f5/8"gypsum. 50^type "X'gypuum board must beinstalled vogarage ceiling beneath habitable room(s). 2. H3O81.1Duct Penetration. Ducts inthe garage and ducts penetrating the walls o/ceilings separating the dwelling from the garage shall hnconstructed ufaminimum No. 28gage (O.48mm) sheet steel, 1inch minimum rigid nonmetallic class Oordasn1duct board, nrother approved material and shall have nv openings into the garage. 3.Door from garage into house must baaminimum 13/8^ solid wood door, solid o/honeycomb steel door, or 20 minute fire rated door. 4. Any accessible space under ustairway shall be protected with k7'gypsum board. 5. All doors and windows providing direct access from the � home vuthe pool shall boequipped with onexit alarm � complying with UL2O17that has aminimumsound � p�snvmmdngo�85dbua\1O�o.Them�<a|onnohoU produce ocontinuous audible warning when the door orwindow are opened. G. Budh/oomexhaust fans must vent uothe exterior ofthe building, exhaust mattic space and soffits isnot acceptable. 7. The garage shall beseparated from the residence and its attic bynot less than 1/2-inoh(12Jmlgypsum board applied mthe garage side. Garage beneath rooms shall bo separated from all habitable rooms above bynot less than S/8inch (1S.0mn)type X gypsum board o/equivalent. Where the separation isu 800r'xoiUnguoxomb|y. the structure supporting the separation shall also protected bynot less than 1/2inch (12.7mo) gypsum board orequivalent. 8.R6112Window sills |odwelling units, where the opening ofanoperable window iolocated more than 72inches (1828mm) above the finished grade orsurface below, the lowest part nfthe clear opening nfthe window shall baa mioimvmv[24inches (01Omm) above the finished floor of the room inwhich the window islocated. Glazing between the floor and 24inches (O10mm) shall befixed o/have openings through which a4'inch'diamove/(1O2 mm) sphere | cannot pass WALLLEGEND It'll 1777MMMM7, TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION LIVING 1677 S.F. GARAGE /99 28 S.F. LANAI 1 28 S.F. ENTRY 43 S.F. INSULATION REQ. LOCATION R -VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R- 11 /R- 13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R -11/R-13 KRAFT FACED NOTE TO TRUSS COMPANY: ALIGN TRUSSES TO ALLOW FOR A. H. TO BE ALIGNED. It'll tj 4l All LO 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 CD Z LL Z 0) LIJ W Lr) Ln Ln mi T -i 146 LOL� 25, Po Z<Q LU Z Uj CL LL SCALE AS NOTED PLOT DATE 02108/2011 VERSION NO. 108 JOB NO: 11-0155 T n i+n T.O.M. U RIDGE VENT s J _I T 1 12 _7T, ­J ��1! - �5.0 8 RIDGE VENT �� ' i -r r - - 1U' RIDGE VENT FI I I I , I r BERGLASS r 12 , 1 r , I l i I /.i � �- SHINGLES _ ._... __,..r- ___ 1. - - - - - 5.0 �, , _1 � T I I r I - I i-- �. - FIBERGLASS 1. ! II I I I , I , _ SHINGLES - - - - i T I 7 1 I 1 f i _ I : i I r , �i IUI I� I; I Ili � '� VIII ---'----------------- 2868 25 SH II 2'4" 2'-0" s F.FL. - - - --'I TEXTURED FINISH ---------------- ------------------------------------------------ 1A3 SH SCALE: 1/4" = 1'-0" JUM U RIDGE VENT r 5.0 .j- _J 8' RIDGE VENT C I _ i 1 T - t -- i, �- •. , - -tel_.. r._�. C. r i l _ 1LASS I Fl 12 1 I T i > 1 I I I ' I - , 5.0 _ SHINGLES - I r r I I I I I (T , I r - ,, 1. l I I J I • C 0 (V --------------------------------------------------------------- 24 SH 35 SH i q I TEXTURED FINISH I i F.FL. --------- ---- -- --------------------------------- 25 SH 6080 SGD REAR ELEVATION_ SCALE: 1/4" = 1'-0" 35 SH T. 0. M. HDR. C? 60 F.FL. . TEXTURED FINISH ------------------------------------------ 25 SH SCALE: 1/4" = 1'-0" T.O.M. 11 1 I •r I o I y o I �} A S.F / 300 (1/300) / 2 (INTAKE vs EXHAUST) "144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH 12 2276 TOTAL 4' OFF RIDGE VENT ^ S.F. 5.01-- 2'-8" A ROOF CRITERIA 12" OVERHANG U.N.O. PLUMB CUT FASCIA -SHINGLE LOADING ROOF PITCH PER ELEVATION G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND _. T I r R703.6.1 Exterior use of portland cement plaster shall - 926. R703.6.2 Installation of exterior lathing and framing I 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 I i shall be provided between the water resistive barrier and the cement plaster (stucco) consisting of one of the following: .:.FIBERGLASS._ material complying with Section R703.2, or ; complying with Section R703.2 over art approved plastic house wrap, or SHINGLES I >; A_ � l I ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE : PURPOSES. t' Z tW �• _ _ . W jaP J; . Oi W-.vj'Win w �� 1z o 0­. 0­. A.:� �6.0� � T�'r'J YAM; I".+� co <. N� �^• V w , i q I TEXTURED FINISH I i F.FL. --------- ---- -- --------------------------------- 25 SH 6080 SGD REAR ELEVATION_ SCALE: 1/4" = 1'-0" 35 SH T. 0. M. HDR. C? 60 F.FL. . TEXTURED FINISH ------------------------------------------ 25 SH SCALE: 1/4" = 1'-0" T.O.M. 11 1 I •r I o I y o I �} I I S.F / 300 (1/300) / 2 (INTAKE vs EXHAUST) "144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH REQUIREMENT 2276 TOTAL 547 SQ. INCHES OF S.F. VENTILATION REQUIRED 2'-8" A ELEVATION - DETAILS I 3 NI ------_ , 1t ki 104WN I N, � SCALE: NTS GENERAL NOTES VENTILATION CALCULATION FORMULA =FBCR 2007 Sec R806.2 S.F / 300 (1/300) / 2 (INTAKE vs EXHAUST) "144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH REQUIREMENT 2276 TOTAL 547 SQ. INCHES OF S.F. VENTILATION REQUIRED - a ROOF CRITERIA 12" OVERHANG U.N.O. PLUMB CUT FASCIA -SHINGLE LOADING ROOF PITCH PER ELEVATION G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. R703.6 Exterior plaster. R703.6.1 Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926. R703.6.2 Installation of exterior lathing and framing shall comply with the application requirements of ASTM C 1063. R703.6.3 Where cement plaster (stucco) is to be applied to lath over frame construction, measures shall be taken to prevent bonding between the cement plaster and the water resistive barrier. A bond break shall be provided between the water resistive barrier and the cement plaster (stucco) consisting of one of the following: 1. Two layers of an approved water resistant barrier material complying with Section R703.2, or 2_ One layer of an approved water resistant barrier complying with Section R703.2 over art approved plastic house wrap, or 3. r approved roved methods or materials applied in Other pP PP 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. ti T 0 P ARE SCORED F- ALL TRIM LINES I I -I I ------- LL IL -_z p r_ F.FL. TTI—.._ 16 X 7 OVERHEAD DOOR APPLIED STONE FRONT ELEVATION - C 3068 W/ 36" X 26" TRANS. ABV. 35 SH 9 ,YY kK� C 0) - a C a� i --'E ra -U h O O ao O N opo o p).o N (ijL�Y _ N U -Y t2 O 0 o 00 a Co �o� m O r�11 u N�o•e�u�u '_ a ,•'%f �.. � C — _ B ® „ o °% t r �' t' Z tW .� reN W jaP J; . Oi W-.vj'Win w �� 1z o 0­. 0­. A.:� �6.0� � T�'r'J YAM; I".+� co <. N� �^• V w L4dIPF�a�4'#�°kt'ta To the best of the engineers knowledge and understanding, the structural plans and specifications comply with the 20D7 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O N M v cy i a : O r---, (D F ­1 C) 4J M Q .° n d- i-- (Uu- n �N z� 4-'� -I O ((3 I1) QJ Lr) U Ln r -t o w[iO W LUKca E �a �t-QV)oo aZr20 z¢¢ua =ZZ F -z N �aUM0J Ca:�Ud r� 8Lo �b Lu y z apzLUp 2 ILII /�)\/ Y W J wao4 W ¢zva /— r U wciO_OO� H ~ z U `' OQwF- waoo,o W O 'lam LLJ d- Ul~ M z W Uw O w O w z w c) O � E O . C p w z ¢ O r114 ,--I J O Q `U a LL > FQ a u- � � ® W r> -;I SCALE AS NOTED PLOT DATE: 02/08/2011 VERSION NO. 3® 0 8" JOB NO: 11-0155 SHEET NO. 2 9 GENERAL ELECTRICAL NOTES: OptionalOverhead Service SnoAs Underground 150 Or 200 Asap Service - 2 Indoor Panel Center �_)7- O.F.I. NoteS: unless otherwise rioted, NEMA 1 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" �Y) 200 AMP AFF (general) kitchen 44" AFF (v(-2 R MAN bathroom 39" AFF 10 A P serial Cable laundry room 36" AFF NEMA 3R p Power exterior waterproof 12" AFF Co. Feed -- , 4 Solid COPPER Ground garage general purpose 42" AFF _Y - range 2" AFF C 1 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. Intersystem Bonding J 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance Termination Per J NEC 08, 250.94 5/8" Galvanized Driven Ground with the national electric code, latest edition, by a licensed electrical contractor who shall be Rods at least 6' apart 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. Typical 150-200 Amp Electrical Riser Diagram (Updated 5-20-10) 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination_type installed to provide protection NOPE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF of the branch circuits in all dwelling units per NFPA 70 and the 2008 NEC. THE NFPA 70 - 08, LOCAL CODES AND THE LOCAL POWER CO. 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. `lil 3" VTR 9. R313.2.2 3 combination alarms: combination smoke/carbon monoxide alarms shall be permitted if each meets the applicable UL standard. (� I 10. Keep all srnoke detectors rninirnum of 36" from bathroom doors C/0 Qr 2" I + 3" 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source I and shall be equipped with a monitored battery backup.T i g '-3" 1.5" VTR I —�— 12. Bathroorn exhaust fans must vent to the exterior of the building, ventilation to attic space and I WC l J li `: - soffits is not acceptable. 3" i SINK 2" VI"R I 13. All doors and windows providing direct access from the home to the pool shall be equipped -__ I — " with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 2 r I I 3 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a rI I 1 —2" 1 DBL. -- continuous audible warning when the door or window are opened.. - I SINKI HANSON 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where BOX --_( �BOX installed within 6' if the outside edge of a sink. This would include the receptacle installed for a 3 3" washingmachine. Receptacles outlests shall not be required on a wall direct) behind a range - .-..E�-. � J WC p q Y 9 2" 2" 1 or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to -_ SHWR TUB 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 !iCEY PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER FAMILY ALT. LAUNDRY SCALE: %4"=1'-0" KITCHEN SINK W/ STUDOR T LUF_ F- W Z 206 LL C EE U = 7 O_ a HB AC PAD GF�I(� DISCONNECT ii F - _ ALT I AC PAD I _ L 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. FI -� 60 T I I GFI GFI' IGF SWITCH FOR - -- q GFI Q DISPOSAL I I - �(hEQ f . 0 5'-0" ' EQ. o � THEN - GFI L ) I G5 I — DEDICATED RECEPTACLE _�- I FOR MICROWAVE RANGE ` HOOD PER SPECS / I I LIGHT AS PER SPECS NOOK SPEC 3 & 4 KITCHEN SCALE: %4"=1'-0" ELECTRICAL PLAN DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER kQ)--WEATHERPROOF W.P. DUPLEX OUTLET �_)7- O.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET PIN - HALF -SWITCHED DUPLEX OUTLET - SPECIAL PURPOSE OUTLET :f=-- DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET tWALL SWITCH 3 THREE-WAY SWITCH $4. FOUR-WAY SWITCH $R RHEOSTAT SWITCH {}- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE f WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;0 RECESSED INCANDESCENT LIGHT FIXTURE LO LIGHT FIXTURE WITH PULL CHAIN rn �- TRACK LIGHT BkU FLOURESCENT LIGHT FIXTURE N l.« Erb G EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION D, ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSHBUTTON SWITCH (OPTIONAL) (SD) SMOKE DETECTOR CJ SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) TD TELEVISION (OPTIONAL) TW 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. TO THERMOSTAT 41a ELECTRIC METER _wit-. ELECTRIC PANEL ®� DISCONNECT SWITCH ( SPEAKER (OPTIONAL) O Ta M ROUGH -IN FOR OPT. CEILING FAN N M O 6 (1) � CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ r-, O ROUGH -IN FOR OPT. CEILING FAN PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER FAMILY ALT. LAUNDRY SCALE: %4"=1'-0" KITCHEN SINK W/ STUDOR T LUF_ F- W Z 206 LL C EE U = 7 O_ a HB AC PAD GF�I(� DISCONNECT ii F - _ ALT I AC PAD I _ L 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. FI -� 60 T I I GFI GFI' IGF SWITCH FOR - -- q GFI Q DISPOSAL I I - �(hEQ f . 0 5'-0" ' EQ. o � THEN - GFI L ) I G5 I — DEDICATED RECEPTACLE _�- I FOR MICROWAVE RANGE ` HOOD PER SPECS / I I LIGHT AS PER SPECS NOOK SPEC 3 & 4 KITCHEN SCALE: %4"=1'-0" ELECTRICAL PLAN S„ ussv ,¢ k �P (I I., OEM Fn V 01 Vi C l-- (1) a N 0 00 0 w co E 0 ru 0 0 m 0 d' o W U_ rt3 OY N Q r+o U is O � ° °° Q LO 0 rn �- 0 BkU N l.« Erb G C3 r �3 m_2 o r o Z W 7�� T— inn C) L M LL c W Q�iL W U ® cvN OO Z Z C, D 2 O d Z n _ m m O CS LL � tn O W Q J � o � To the best of the engineer's knowledge and understanding, the struchtral 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 Ta M N M O 6 (1) � r-, O -- D cLi � C:) >,--t i a f 737® - N Q) o �- �-- fu L.L N ✓� N ._. Z v) J W W J O fu Lr) N tr7 U L pz Wr�i. C� LU a I— J d 0 zr¢UU�Q z� -zr Z N oCgLU aaD UCD opo C'�o I �cv vF��Z W O L O J J LU J -" wQH CK V) Y W Z vv4 wo00� U O�w01- z1E _ zz !� ® LU zor0r H < J Q r _j0P LTJ �LL��oa w W O u z Q ¢<��5 < j °o Q X W !~ � U_ ( W LU ® ri LLJ SCALE AS NOTED PLOT DATE: 02/08/2011 VERSION NO. 108 JOB No: 11-0155 SHEET NO. 3 AC PAD H HB =B 7 T-� —�—�FFF-f T Ne, ALT-------------- I AC PAD I 0 L- - - - - - BEDROOM 3 LANAI BA 2 �0 C) CD co 12x 12 P/O TTI i ii I I IT F HIMIT11 T] - LL -d I 8 I [�]14x`14 I P/O l4x`14\��,� ----------------- P/O /L--'�j rMAKIY110-1174 T1- 8 14xl4 P/O 1 x12 1 =Ox6 6 110 MASTER BEDROOM lox FAMILY 6 110 00 C) X (N BEDROOM 2 A 8 1 Ox6 6 En 75 N, -e,� E—T 110 4 6 X CD 4 00 24x18 R/A X CD C0 I . . . . . . . . . . . 00 �11t', 1 1-1 .. WIC ---------- DINING M.BATH 4 go LAU 'R Of 00 Cl) 00 ------------ 'Y (W.H.T 7 L 4 72 1 (.0 '0 411 0 U, L -1 FOYER 1 0 (1.) r KITCHEN 7- -- — -- --- — — — — — — — — — — — — — — — — — — — — — — — --------- — NOOK ENTRY --j7FEITE 1113 I FrM GRILL SIZE DUCT SIZE 7 lox 301 AIR FLOW - I HVAC PLAN_ SCALE:kj"=1'-0" C U) 0 Ca Cl) E �t (C,)) wo L�) rc, U0 UO) ro- EO Q V) -U C -0 JI: ((D mmob, mcmm CL 0 0 00 C) 0-00 (j) < i:�, LO 0 q 0 A 0 M, ImZ LU) 3 mw4w C) LU LU CO lozo cq C C) 5. 2z pt� W 1� V) 20i"'T U) �E a; N z 2� LL Q 0, ca -j-z 0) r� (::) 4 Q CD W C) ,� 0 -i Q� < To the best of the engineers knowledge and understanding, the structural plans and specifications comply with tire 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. CD r -A (y) 0 6 U) J3 > z< (y) CD OD 0 > ru z < =7 %-0 4—J 2: 0) (V Z LU LU C�o (U U) a) Lr) Lr) 0 LU LL ?:: Z. 00� 0 < 0 (03 z z Uzo C�w � 001� -. � U C�),- L D U (z) 8 �q 0 o� 0:j, T—A uj ck� z T—i Ln 0) to W < W z U LU Q 0 S3 0� urtr,M2 P U 0 (,:) LIU z Cy LU 0 to LU (9 LUL, Z, 0, WT--1 L, U I C) 9� c� C-) 0 C), (3, LIL a 0 0� W T --A LL LL < W > > 0 :� T - SCALE AS NOTED PLOT DATE 02/08/2011 VERSION NO. 3mO8 JOB NO: 11-0155 SHEEr NO. 4 W.W.M. PLACED IN -_1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH WHERE SHOWN ON REINF. SEE PLAN.- FOUNDATION PLAN T CONTROL JOINT DETAIL SCALE:1 112"=1'-0" J�t1`\ 1 —#5 CONT REINF. t SEE FND. FOR QUANTITY #5X25"X25" flh, CORNER BAR ONE ����4 �,4sy�.;t�a ,:. /!l.FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE:1 112"=1'•0" co 0 0 F-1 a 10 HB+ - 40'-0" 22'-8" 4 m 10'-8" 12'-0" 5'-0" 4'-8" T-10" T-10" .m N 1'-4" b O lJ � M F- I� 1 C L D o 2' -6"x2' -6"x1' -O" 2' -6"x2' -6"x1'-0" �, L TYP. S3 U.N.O. LO n W/ (3) #5 E.W. S3 l L�--- C i HB Y Coll O t xr U N 00 • • 00 • • • �r S 3—� �_ M —�� ---——— — — — — — — — 10 Xo , - I I I o III N co x c n o c y •�,� �� 8" ch zoo b LO 1 XV �� �Y •fir N ZZWW �y ! " I 00 3'-8" 5'-2" 2 -0 I 4'-2- v � I—L— �I 0 To die best of the engineer's knowledge and understanding, dre structural plans and PROVIDE 3/4" x 9" cv I zo signed and sealed for the structural portion of this 4" • I RECESS FOR REAR DOOR A 53 Io M N M C? TYP. o I 4 CO U.N.O. a 10 HB+ - 40'-0" I ALT I AC PAD L=�1 00 00 NOTE: WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON CAS PREVALENT AREAS, APPENDIX "B" OF THE FBC 2007 w/ 2009 REVISIONS IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS ARETO BE A MINIMUM OF 3000 P.S.L. THEREFORE, ANY AND ANOTES ON THEE PLANS THAF INDICATE 2500 PSI SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STREN(,rH. SCALE: %4"=1'-0" 22'-8" 17'-4" m 10'-8" 12'-0" 5'-0" 4'-8" T-10" T-10" .m N 1'-4" O lJ � F- I� 1 C L D o 2' -6"x2' -6"x1' -O" 2' -6"x2' -6"x1'-0" �, L TYP. S3 U.N.O. AC PAD I n W/ (3) #5 E.W. S3 l L�--- C i HB Y Coll O t xr U N 00 • • 00 • • • S 3—� �_ M —�� ---——— — — — — — — — Xo , - I I I o III N � x c n o c y •�,� �� 8" ch zoo 1 XV �� �Y •fir Ll. ZZWW �y ! " I — I � a 3'-8" 5'-2" 2 -0 I 4'-2- 6'-8" 1'-0' i 6 -2 � I—L— �I U To die best of the engineer's knowledge and understanding, dre structural plans and PROVIDE 3/4" x 9" cv I Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this 4" • I RECESS FOR REAR DOOR A TYP. I STEP Io M N M S3 U.N.O. I DOWN o I 4 I MIN. m CD ® (6 M r,-, '� ro • • ® • ® AIN • • I c.J. — — ---------------- II — _ _ — — ------ • INDICATES FILLED CELL M I LU W/3000 PSI CONC. GROUT PR VIDE 1-1/2" RECESS S3 Lr) Q) FROM FTR. TO BEAM FOR SGD DOOR. REFER W/ 1#5 REBAR VERT. TO MASON'S SCOPE ABOVE SLAB. TYPICAL ffOR WIDTH @ ALL PLACES SHOWN L HOOKED FTG. DOWELS 17" I I ® EMBEDMENT W/ 25" mQW0,0, EXT. ABOVE SLAB 1 I 3/2„ MIN. 3000 PSI CONC. SLAB I C) OZ FOR HERNANDO COUNTY ONLY I 3%z” MIN. 2500 PSI CONC. SLAB OVER _; I • 110 N 6 MIL VISQUEEN VAPOR BARRIER 6 I I I CL Q V) O T Q V I I • I ® I I I 1/4" I �-, 0'-0" gLEV. I 6,-51/2, S-4 1/2" 1'-10 34"V-9 FIN C NC. SLAB CON ENSP�I E @_INE G) I I • N l F— O l I��\ I (AHU J I LUJ � Q `{ � I I • • --_—_--I I S U I m U H c.) z z I��%= ..; I ISL--I-J_ a �= ----- z oil LU LLJ C, 0 �a�aUp �ISL== LO• O 2° o QW -----� �- --`T' I— — —N— — --- --�--N -— T � '- I LL % 4„ I r K I -{6} 4" STEP I I �V.H Y DOWN I • zoz ® I MIN. I I zaW ~ 8" I K °hl a - S3 l a - z o BUILDER TO PROVIDE APPLIANCE PROTECTION I I a LL. WHEN REQUIRED PER FBC19' 10" PROVIDE 3/4" x 9" RECESS FOR FRT. DOOR h- I " C.J. — — — C.J. PLOT DATE : 02/08/2011 — — — —F — — - — — —� SHEET NO. LU I w / I� I I I I• o N I o ao x • - • PROVIDE LINE �?I FOR ICE MAKER A (2) #5 VERTICALS I L - I 19 I S3 W/IN FIL CELL I S3 I TYP. ® I I---- — -- U.N. . ----J TYP. "SEE S-3 FOR I — — — — — — — — — — — _ OPT." iso —RECESS 4'-4" 5'-2" 4'-6" 24" 16-0" 2'-4" 5'-4" 14'4" 20'-8" Ile 19'-4" 40'-0" I ALT I AC PAD L=�1 00 00 NOTE: WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON CAS PREVALENT AREAS, APPENDIX "B" OF THE FBC 2007 w/ 2009 REVISIONS IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS ARETO BE A MINIMUM OF 3000 P.S.L. THEREFORE, ANY AND ANOTES ON THEE PLANS THAF INDICATE 2500 PSI SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STREN(,rH. SCALE: %4"=1'-0" m .m N O lJ � ro m N C L D o h 07 Q n caoo V O �I• E 2 n o p m a) N C Y Coll O t xr U ,� O. 0 7 O 00 p Q.00 �' rn' Q rn O p B � x c n o c y •�,� �� lls — XV �� �Y •fir ZZWW �y ! gT, ,0 C�Y4 U To die best of the engineer's knowledge and understanding, dre 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 M a j r-, o m CD ® (6 M r,-, '� ro CrN d' H ( n []C 4� L N .1-5 J LU W J C:) Lr) Q) Lr) V Q L W mQW0,0, C) OZ z> <U2:< 110 N TL,ziLLJ z AU CL Q V) O T Q V Vz Q� w N FF ----w 0L© y� G) Uj F— r�LLJ V) z LUJ � Q M / LU `t z LU 0 O 2 U n- m U H c.) z z a �= ----- z LU LLJ C, 0 �a�aUp LL1.LJ. J c O 2° o QW U LL C?�Ot < zoz ® N Q zaW ~ a 7 Z a LL. SCALE AS NOTED PLOT DATE : 02/08/2011 VERSION NO. 108 JOB NO: 11-0155 SHEET NO. 20 0 r N r 60 r v 60 b r J1 \ Cl xy II_ II II II E�7 II II II II / � (IIJ3 �p� J5 = II II � II II II II II II II / _ CA� o TYP. q U.N.O. 2B (2)0 tiV, [DROPPE FIAT TOPS OF HIPS FOR U U U _— q (GIRDERNOT DROPPED) li1 EJ7 II 2D '4 @24" _ J3 II O.C. II �L J5 N 1A\ ' 1B 1C _ DROPPED FLAT JW,3 OF HIPS FOR FRAMING (GIRDER NOT DROPPED) 1D 1E TYP. 1F U.N.O. — _ _ _ _ _ _ =:_ . 1G ODD SPACE A/H 2 S3 1J TYP. U.N.O. 1K 1L DROPPED FIAT TOPS OF HIPS FOR l'-4" CLG FRAMING (GIRDER NOT DROPPED) _ _ = 1M 5 TYP. @ LOW — — D1 ROOF ENTRY A 1N U.N.O. G TYP. @ HIGH ROOF ENTRY, ODD SPA 1P 7 \ S4 — S4 Dl SIM. ¢ � m 4 � 4 = = 01 II II D1 EJ7Lo n 4B 4- q TYP. U.N.O. 4 S5 SIM. @ 1 BRACING 5S 6 D1 20'8" 5'8" 13'8" 40' CJ CJ 0 �AAj TYP. U.N.O. A S3 TYP. U.N.O. FASTENERS 1=10d x 1 1/2" 1- 10d x 1 '1/2" )- 8d X 1 1/2" 8d X 1 1/2" - 10d X 1 1/2" _ � vu J HTT22 5260 5?_60. 32 - 16d SINKERS HTT22 _ 5370 _ 4618 .-32-16d _ K U2A " 775 257Q 5/8" DIA. BOLTS TD2 3435 2954 - 5/8" DIA. BOLTS L __._I 1R5�__ 3705. 3130 3/4" DIA. BOLTS TD5 4180 3594 2 - 3/4" DIA. BOLTS M HD6A * 4405 _3QM_ 7/8" DIA. BOLTS _ TD6 6655 5779 3 - 3/4" DIA. BOLTS — N LlLS26— 11 5/1115*-* 780/875** 8 - 10d x 3" _ JUS26 _510/740_ 440/695 8 - 10d _ P Lu -s26— 1550/3325 k* 1550/2540'" 20 - 16d x 3 1/2" _ THD26 1875/3040 1580/2365 Q FIUS28 220/5970 ** 2705/4510 ** 30 - 16d x 3 1/2" _rHD28 2330/3965 2015/3430 R MTS -12 1000 S MTS16 10 860 14 - 10d x 1 1/2" MTW12 1195 905 14-10d � -- - 00 - FRI N r T MTS20 UPLIFT CONNECTION CROSS-REFERENCE - 86U t�6U MARK SIMPSON STRONG 11E USP MANUFACTURING, INC. 1195 1195 O CONNECTOR CAPACITY CAPACITY SYP SPF FASTENERS CONNECTOR SYP SPF 10'8" 12' 174" TYP. U.N.O. A ITETA20 1810 -_ 9 - 10d x 1 1/2" HTA20 1615 1585 HETA16 _ 1810 9 _ I d x 1 1/2" H-FA16 1.615 1585 _3140 ` C H2. _ 600 LGT2 _ 10 - 8d RT7A _ _ 670 LUGT2 D_ H3 _ 455 _ _535 _ ._ 8-8d RT3 550 650 475 E META20 HHETA20 1450 _ 2235 _3.2.0 _ 7 - 10d x 1 1/2"_ HTA20-18 1200 1120 F _ 12 - 10d x 1 1/2" 24-10d X 1 1/2" TO G H10 -----29Q __ 850 16 - 8d x 1 1/2" RT164 1030 1030 H MT r28B 4455 4455 24 - 16d MTS27B _ 4685 4029 J1 \ Cl xy II_ II II II E�7 II II II II / � (IIJ3 �p� J5 = II II � II II II II II II II / _ CA� o TYP. q U.N.O. 2B (2)0 tiV, [DROPPE FIAT TOPS OF HIPS FOR U U U _— q (GIRDERNOT DROPPED) li1 EJ7 II 2D '4 @24" _ J3 II O.C. II �L J5 N 1A\ ' 1B 1C _ DROPPED FLAT JW,3 OF HIPS FOR FRAMING (GIRDER NOT DROPPED) 1D 1E TYP. 1F U.N.O. — _ _ _ _ _ _ =:_ . 1G ODD SPACE A/H 2 S3 1J TYP. U.N.O. 1K 1L DROPPED FIAT TOPS OF HIPS FOR l'-4" CLG FRAMING (GIRDER NOT DROPPED) _ _ = 1M 5 TYP. @ LOW — — D1 ROOF ENTRY A 1N U.N.O. G TYP. @ HIGH ROOF ENTRY, ODD SPA 1P 7 \ S4 — S4 Dl SIM. ¢ � m 4 � 4 = = 01 II II D1 EJ7Lo n 4B 4- q TYP. U.N.O. 4 S5 SIM. @ 1 BRACING 5S 6 D1 20'8" 5'8" 13'8" 40' CJ CJ 0 �AAj TYP. U.N.O. A S3 TYP. U.N.O. FASTENERS 1=10d x 1 1/2" 1- 10d x 1 '1/2" )- 8d X 1 1/2" 8d X 1 1/2" - 10d X 1 1/2" _ � vu J HTT22 5260 5?_60. 32 - 16d SINKERS HTT22 _ 5370 _ 4618 .-32-16d _ K U2A " 775 257Q 5/8" DIA. BOLTS TD2 3435 2954 - 5/8" DIA. BOLTS L __._I 1R5�__ 3705. 3130 3/4" DIA. BOLTS TD5 4180 3594 2 - 3/4" DIA. BOLTS M HD6A * 4405 _3QM_ 7/8" DIA. BOLTS _ TD6 6655 5779 3 - 3/4" DIA. BOLTS — N LlLS26— 11 5/1115*-* 780/875** 8 - 10d x 3" _ JUS26 _510/740_ 440/695 8 - 10d _ P Lu -s26— 1550/3325 k* 1550/2540'" 20 - 16d x 3 1/2" _ THD26 1875/3040 1580/2365 Q FIUS28 220/5970 ** 2705/4510 ** 30 - 16d x 3 1/2" _rHD28 2330/3965 2015/3430 R MTS -12 1000 S MTS16 10 860 14 - 10d x 1 1/2" MTW12 1195 905 14-10d � -- - 00 - FRI N r T MTS20 —1-000— - 86U t�6U 14 - /2" 10d x 1 1 — 14 - 10d x_1 1/2" MTW 16 MTW20 1195 1195 905 — 14-10d 14-10d _ MGT/MUGT 3140 _3140 ` 22 - 10d X (1) 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 _ 2150 '1850 (16)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4"x 3" WEDGE BOLTS — - ---- — -- ---- -....- — -- ---- — — _ _ - - — "X" HTS 20 - 1450 � 1245 24-10d X 1 1/2" HTW20 1530 1315 24-1Od X 1 1/2" SP1 5815 535 10.- 10d SPT22 715 8-10d SP2 _ 1065 605 12 - 10d SPT24 895 _ in _ �n � * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS' TO BE SIMPSON "SET" U.N.O. NOTE: DOUBLE FELL- REQ'D ON ROOF PITCHES 3/12 & LOWER. DROP HIP DETAIL 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/-6") "FAS FEN EACH (B) TRUSS WEB TO EACH (A) -TRUSS 'Top CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HI" 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 FAS TENED 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. (r) IN LIEU OF PREFABRICATED HIP PLANING TRUSUE , (B) 2x4 50. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN! TRUSSES OR AT TRUSS 1 i INTERSECTIONS. SPLICING / TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. ROOF FRAMING PLAN C NOTE. SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS (A) 1 OR 2 PLY CARRIER 7- 7 .0 ALTERNATE POWERS STEEL LINTEL 7:.,, 7: 8F8-1B/1T 8F8-OB/lT QNATION TYPE DESIA #5 RF_BAR AT TOP #5 REBAR AT TOP F = FILLED WITH MIK (1) REQ'D MIN. (1) REQ -D 1-1/2" CLEAR 11) OF 0) R = RECESSED "CLEAR I FJI GROUT U UNFILLED 10 01 0 0 -1B/1T8RF14-0B/1T 8F16 -113/1T 8F B T 8RF14 16-0 /1 QTY. OF #5 REBAR @ BOTTOM OF F20-1B/1T 8F20-OB/lT OF LINTEL CAVITY -C — M.U. 8 4 C.M.U. 0 'u < V� 'I) E Oo co -:17T) _7 8F164B/1T Oil - --GROUT 0 'A, u) 6z CL . c9 E 7 QUANTITY OF q) tNOMINAL _#5 REBAR AT Cc FD W 7S 00 #5 REBAR AT BOTTOM OF WIDTH W (1) :2 LINTEL CAVITY Or , -0 0) #5 REBAR AT 130TTOM AS INDICATED 8RF6-013/11T "Ilt -BOTTOM REINFORCING 0 n V) < NOMINAL 04: 0� V,)) PROVIDED IN LI (U 4 -- HEIGHT TOP NTEL Z (VARIES) -E 0 16 GAUGE POWERS C)_ C) (J) 7a, 0 00 STEEL BOXED LINTEL 0 CL 00 0, < 7-5"'ACTUA 8" NOMINAL WIEL)TH MATERIALS POWERS STEEL BOXED LINTEL NOTES (ALT.) to 0 0 , " � , ­-, -, " , , ,- I ffc precast lintels 3500 psi. 4 81720-1 B -2T ONLY IF NOTED ON LINTEL PLAN 0) 0J Pc prestressed lintels = 6000 psi. Orouted per ASTM 0476 fg = 3000 ps] w/ 4i� 1. Refer to manufacturer's specifications for installation, 8F24-1B/1T 8F24-0B/1T Maximum 3/8" aggregate and 8"to 11" slump. 2. Contractor to provide proper protection of lintel to prevent rusting. Eoncrete masonry units (CMU) per ASTIA C90 w/ Refer to manufacturer's specifications. minimum net area compressive strength � 1900 psi. 3. If lintel is scratched or damaged refer to Powers Steel for repair. A U , Twg, X c 0 Rebar per ASTM A615 Grade 60. 1�- 4. Lintel depth to match precast depth. One #5 Bar required at top 01 Prestressing strand per ASTM A416 grade see lintel plan/details for bottom steel required. B Do 270 low relaxation, 5. A bonding agent must be applied to the Steel Box lintels prior to 8F32 0B/1T 8F32 113/1T 7/32 wire per ASTM A510. applying the cementitiuos coating. See contractor specifications 81ortar per ASTIVI C270 type M or S. 0� :Z GENERAL INSTALLATION NOTES D -U) 0 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 00 �Z,�g 8F4 OB/1T 3. Installation of lintel must comply with the architectural and/or structural drawings. 0 4. LI -Lintels are manufactured with 5-1/2" long notches at the ends to accommodate W, 'd - W*, a OP 8F44 1 B/1 T vorUcal cell reinforcing and grouting. LI: W C-' . Lot `s'4,-1 J - -, '0 10 longer with a nominal height of 8" meet or exceed U180. All lintals moot or exceed LJ360 vertical deflection, except lintels; 17'-4" and 6. Bottom field added rebar to be located at the bottom of the [Intel cavity. U) _5 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. U - P Z C13C 8. Cast -in-place concrete may be provided in composite lintel in lieu of concrete J t_i Z OF 11W Q C, masonry units. 9. Sate load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. P� 11. Tire 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 To the best of the enginddr's knowledge and coating. ta e understanding, the structural plans and 0 12. Lintels leaded simultaneously with veritcal (gravity and uplift) and horizon I (lat ral) specifications comply with the 2007 Florida loads shoud be checked for combine loading with Ole following equation: Building Code, Residential with 2009 revisions 8F28 1B/1T Applied vertical load Applied horizontal load LINTEL PLAN NOTES: signed and sealed for die structural portion of this -1) 8F28 013/1-r + drawing. 8RF30 1 B/1T Safe vertical load Safe horizontal load 1 0 T 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. CD T-11 8RF40 013/1T 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD T5E COORDINATED WITH (D Ln THE ELEVATION DRAWINGS 0 V) 110 4- THE CONTRACTOR IS RESPONSIB'LE FOP, COORDINATING THE PROPER > rN, CD F-1 M C:) LINTEL HEIGHT. C) M r-, 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED > T -i FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED Z 2: W 0 FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. L. L < Z _f__ 4-J 0) fa W POWER STEEL LINTEL IS AN ADEQUATE _J C:) ru NJLn (V SUBSTITUTION @ ALL LOCATIONS UNLESS Ln En NOTED OTHERWISE AT OPENING LOCKrION MIN. ELEV. D ONLY LU U_ 0 Uj Ln CC LH 2: U) a 0 r2 0 Z < 0 C) Z >- 8 e Z,Z -W MIN. << :�< Im- Uzi P ZZ U o� Lu �>2:0� Our 0c, - LO CD 5 T -i 0 0 ,z C) U 0 L" N T=_4 0 Z D1 WiEz G�) T�i ce �7. L i QD 1; Lr) LU < V) LU 0 2 U r V) 0 U N 0 & Fv�� LU E) 8, 0 Z 0 LU 0 to < IT '1 1 1 =1 LU fn o U LU 0 Z < F L� 20: S < Q� C) 0 2: LL ilp V) X 0 Z < o� LU LLI F< - U. W < LU Z 0 M I N. _J SCALE : AS NOTED PLOT DATE 02/08/2011 VERSION NO. LINTEL PLAN- 3aO8 SCALE: Y4"=V-0" JOB NO: 11-0155 SHEET NO. L 1 LOU SCALE: 1/2" = T-0" vvl G- I VV `w LtA'-1 1 I rxuoo VVCED TRUSS NOTES. FRAMED RIDGE MAY BE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 CONY. NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER M MIN. (4) IL WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE -ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING / BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. / WOOD TRUSS TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=1'-0" WOOD WALL OR l-RUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE -2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM CrI:3 ME SEE --ROOF PLAN I SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O.—� 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) USP HTW20 W/ (14) - 10d X 1 1/2" EACH TB PRE -ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL— AT IAGONALAT 8'-0" MAX 2X4 CONT. T & B CHOR OD JSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS (2) 2x8 #2 SYP W KA 7/16" O.S.B. FLIT PLATE TOP @ TI BRG. ;K TYPIC USSES - -HIP WALL G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2x6#2 SPF 48"O.C. W/ (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM NC. MASONRY =EL OR WOOD BRING SUPPORT A -A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING SCALE: 1/2" = 1'-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT - V' `IES -CLIP EACH TRUSS (SEE ROOF PLAN I I 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d I TOENAILS TO TOP - PLATE & (2) 12d END j MIN. (2) 2x4 NAILS TO TRUSS BOTTOM CHORD ,. v -0 SPF TOP PLATE EXTERIOR SHEATHING °�ao V) Cc ATTACHED PER NAILING SEE PLAN FOF TOP OF WALL MASONRY WALL SEE PLAN FOR MORE INFO. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE r COMMON TRUSSES. L SEE TRUSS PLAN FOR CONNECTION INFORMATION. _� VARIES SEE PLAN CC�� FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO PLATE BELOW MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR @ 3" FROM EACH END & 16" O.C. MAX. SECTION ENTRY s SCALE: 3/4" = 1'-0" '�Z7 SCALE: 1/2"=1'-0" USP SPT24 TOP AND BOT. W/ 12 10d NAILS @ EACH STUD MIN. 2 x 4 SPF --------------- @ 16" O.C. (2) USP LSTA30 W/ (11) 10d TO PLATE & (11)10d TO COLUMN TOP OF TRANSOM SEE PLAN TOP OF WALL SEE PLAN IF REQ'D USP SPT22 W/ (10) 10d NAILS @ BOT AND SIMPSON SP2 W/ 12-10d NAILS @ SILL MIN. 2x4 P.T. W/ Y4"X3" -- TAPCONS @ 6" O.C. IN MASONRY OR 10d NAILS _ @ 6" O.C. IN WOOD. MIN. 2x4 #2 SYP BASE PLATE' W/ Z" ANCHOR BOLTS @ 16" . O.C. & 3" FROM EACH END NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS USP JUS46 OR JUS461F BUCKET TO COLUMN SUPPORT COLUMN BUILT-UP (2)-2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) USP HTA20's w/(10) -10d x 1 1/2 EA. TO COL. ALT: (2) USP MSTAM36 STRAPS CENTERED w/(13) -10d NAILS Ea TO COL. TIE BEAM BEAM RAISED ENTRY MASONRY WALL 4 SCALE: 1/2" = 1'-0" FOR WALL BETWEEN ROOF SYSTEM ./MIN. (2) 2x4 SPF TOP PLATE (2) 2x BUCK ATTACHED - -� PER PLAN USP LSTA30 W/ (11) 10d TO PLATE & (11)10d TO COLUMN -- USP M34 W/ (12) 8d X 1 1/2 NAILS @ TOP & BOTTOM OF HEADER (REQ'D IF OPENING LARGER THAN 4'-0") — 4x4 MIN. OR BUILT-UP COLUMN EA. 2X4 NAILED w/10d @ 8" O.C. —(2) USP MSTAM36 STRAPS CENTERED W/ (13) 10d NAILS AND (8) 1/4 x 2 1/4 TAPCONS. P.T. SILL PLATE DOUBLE 2X4 W/ USP MP34 @ TOP & BOTTOM —USP MP34 W/ (12) 8dx1 1/2 - NAILS AS REQ'D (REQ'D IF OPENING LARGER THAN 4'-0") `OPTIONAL FRAMING TO BE MIN. 2x4 SPF UNLESS OTHERWISE NOTED. SEE ELEV. FOR TRANSOM LOCATION LINTELS AT ENTRY DOOR w/TRANSOM SCALE: 1/2" = 1'-0" JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT KNEEWALL ENTRY FRONT WALL SCALE: 1/2" = 1'-0" -CLIP EACH TRUSS (SEE ROOF PLAN I FOR TYPE) OUT TO ------------FRAME BLOCK EDGE (� f -` —SEE DETAIL 4/D1 ro roi v -0 FOR BEAM SIZE EXTERIOR SHEATHING °�ao V) Cc ATTACHED PER NAILING Z3 Q)8— W cE:c� SCHEDULE — 2 D Y N O bap nu N U IZ O 0) oao -�-_ 2x SPF #2 LO 't AT 16" O.C. 54 I N G B U•C "' V P —BUILDER FRAME -A'T-L RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL SCALE: 1/2" = 1'-0" ' 1 O (� c: ro roi v -0 (o 0 05 Q in N °�ao V) Cc m cu 7i O Z3 Q)8— W cE:c� rt3 4= U 2 D Y N O bap nu N U IZ O 0) oao cna� LO 't m 0 AU B® N G B U•C "' V P D �� r- 2, _ �T,��q o9+v ','.). yam' �yaa c zZ QS 'a411 Q yd h N.t '71 w•� = lit. �'+�` Z j r No., �'+ ,�` �7 PR + hV 04044-taaa��� 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 T -i M r4 z ©� j o } r-, CD C) (m C) 7 C) 'p G) d - H n z N 4-J .1 z zo) M J W J p ca LO (V L U o who WLU )a0 U Z Qo � U t-<L¢Q l� P z c�zq aw ,-� O o V = O , w N r0 1-a0LU �Sw m - (.:) QD LU 4t LL, O Q W <Uoo8� U h� OZ za r W zZ w O C) LU �E wW6 U II LU u— z w ao� Z � O N i O -'Ow Q¢ w- T—I U_LU w LU C) ® lei z ° U) SCALE: AS NOTED PLOT DATE : 02/08/2011 VERSION NO. IOU` JOB NO: 11-0155 SHEET- NO. W DO' 1 1. SPECIFICATIONS 1.1. CONSTRUCTION: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN-PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4, DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. 1.1. 1. ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 4.1.2. 1. 1.2. ACI 530-05, ASCE 51TMS 402-05 & ACI 530.1-05, ASCE 6/TMS 602-05 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE FOR MASONRY STRUCTURES. SPECIFICATIONSTURES. C 3,000 Psi 3,122 Ksi 1.1.3. ASTM C270 -01a, 0476-01, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES 4.2.4. 1. 1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2005 EDITION, AND ALL 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. ACCOMPANYING SUPPLEMENTS. 4.1.5. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC), 2007 EDITION, 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF (INCLUDING 2009 SUPPLEMENT). c r6 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN 4.1.6. DESIGN COVER REQUIREMENTS: INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 4.3. CONCRETE MASONRY: 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE 4.3.2. C -1-P CONCRETE EXPOSED TO EXTERIOR: TRUSS PLATE INSTITUTE TRI1-02. 1.2. DESIGN: ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL P 1.2.1. ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 4.1.7. 1.2.2. ACI 530-05, ASCE 5/TMS 402-05 & ACI 530.1-05, ASCE 6rfM5 602-05 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-05 (STRUCTURAL CONCRETE) SPECIFICATIONS FOR MASONRY STRUCTURES. CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 1.2.3. ASTM C270 -01a, C476-01, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES 4.2. CONCRETE: 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2005 EDITION, AND ALL ALL EXTERIOR FRAMING SPF, fb = 675 PSI, E = 1200 Ksi ACCOMPANYING SUPPLEMENTS. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF, 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 4.4.2. 1.2.6. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC), 2007 EDITION, SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.3. (INCLUDING 2009 SUPPLEMENT). 1.3. SHOP DRAWINGS: 4.4.4. 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS GREATER SECTION PROPERTIES. 4.4.5. DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM Building Code, Residential with 2009 revisions CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. THE ENGINEER OF RECORD. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE 1.3.2. AL_ SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN THE COMMENCEMENT OF CONSTRUCTION. SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE 1.3.3 ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO 0- -Q n d - ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: PER FLORIDA RESIDENTIAL CODE R703.6.2 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO : 2. 1 2. CED CONCRETE: 50 UNIT WEIGHT OF REINFOR C 1 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF SQUARE METAL TUBING: ASTM A500 -03a, GRADE B Fy = 46Ksi 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1, 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 4.5.3. 2.1.7. BALCONIES & DECKS: '15 PSF FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 2.1.8. TILE ROOF APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER TOP CHORD : 15 PSF PRIOR TO INSTALLATION. 4.5.5. BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS TOP CHORD : 7 PSF SPECIFICATIONS. BOTTOM CHORD: 10 PSF CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFTO B ARE T E WET SET PRIOR TO 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 4.6. MICRO -LAM 2.2.2. GARAGE LOADS : 40 PSF MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. Ft= 1,850 PSI 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. 4.7. STEEL: Fv = 285 PSI 2.2.7. FLOOR TRUSS STEEL ERECTOR. TOP CHORD MINIMUM: 40 PSF FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. 2.2.8. ROOF TRUSS STEEL FOR BUILDINGS". TOP CHORD MINIMUM: 20 PSF STRUCTURAL STEEL: ASTM A36/36M 01. 4.7.4. BOTTOM CHORD (W/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 WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN, DIRECTION ON THE RAILING. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A 4.8. SOIL: ELEMENTS ARE IN PLACE. HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 4.8.2. 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED R320.1, R320.2, R320.3, & R704. 4.8.3. HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. h, 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT to SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 1 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 2007 EDITION, IF CHEMICAL SOIL TERMITE TREATMENT IS USED AND CONDUCTED BASED ON A120 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING ¢moo 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: 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", 93 BAR 20". 2,500 Psi 2,850 Ksi 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE C -I -P GROUT 3,000 Psi 3,122 Ksi CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE ADDITIONAL CRITERIA. 4.2.4. FACE OF THE CONCRETE. 4.2.5. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED N 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ c r6 RECORD. 4.2.7. 4.1.6. DESIGN COVER REQUIREMENTS: ACI- MCP 2004 STANDARDS. 4.3. CONCRETE MASONRY: C -I -P CONCRETE FORMED AGAINST EARTH: 5„ 4.3.2. C -1-P CONCRETE EXPOSED TO EXTERIOR: z» NON -MOISTURE CONTROLLED. C -1-P CONCRETE NOT EXPOSED ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL P GROUT FILLED MASONRY: 1Y2" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A185-01 Y4 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-05 (STRUCTURAL CONCRETE) CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. ACI 530-5 (MASONRY STRUCTURES) MORTAR SHALL BE ASTM C270-4 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.2. CONCRETE: 4.4.1.1. 4.2.1. CONCRETE TYPE MODULES OF MIN. 28 DAY ELASTICITY DESIGN (fe) DESIGN (E) BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL 0-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi 0-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C -I -P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP 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 N 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 Vi cD (D +� ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : N 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ c r6 CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL 'ggo Q) U 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 P STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270-4 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF, fb = 675 PSI, E = 1200 Ksi 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 �z i d SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND J 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 U GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN Building Code, Residential with 2009 revisions 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 m SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE Ln � � M r O ANSI/TPI 1-2002, BCSI 1 - 03 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES > r -,CD 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 0- -Q n d - 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 -J �­o PER FLORIDA RESIDENTIAL CODE R703.6.2 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO : SHAPES, ANGLES, CHANNELS: ASTM A36/36M 01 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53-01, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500 -03a, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325-94 MACHINE BOLTS: GALVANIZED ASTM A307-03 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS 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 UPLIFTO B ARE T E WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft= 1,850 PSI Fe = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 01. 4.7.4. STEEL TUBING: ASTM A500 -03a, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN, 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FRC 2007 W/ 2009 REVISIONS, RESIDENTIAL SECTIONS R320.1, R320.2, R320.3, & R704. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-00 h, TERMITE PROTECTION - W PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT to Soil Chemical Barrier Method LU Other treatment- Must specify proposed method and submit documentation, which 1 substantiates the proposed method, is an approved termite protection system or method. U IF CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC 105.11- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s rinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FRC R704- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R320.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R320.1.2 - Soil disturbed after the initial treatment shall be retreated Including spaces boxed or formed. 7. FRC R320.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R320.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FRC R320.1.5 - C n rete over our nd mortar along the foundation perimeter must be removed �ie?ore exterior sot treatment. 10. FRC R320.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R320,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC R320.1 -All buildings are required to have pre -construction treatment. 13. FRC R320.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R320.3 - After all work is completed, loose wood and fill must be removed from below and within 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 S fAINLESS 8 FEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR, THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KC"/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 %z INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED 120 MPH WIND IMPORTANCE FACTOR -- (Iw) = 1.0 WIND EXPOSURE -- "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 120 MPH + 33.4 PSF / - 44.8 PSF (END) U.N.O. TYPE: 5B + 33.4 PSF/ -36.2. PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 120 MPH) SINGLE 9x7 +27.6 PSF / -31.2 PSF DOUBLE 16x7 +26.4 PSF / -29.4 PSF 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. AInTG- GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE, FIELD FASTENING SHOULD BE TYPE "W" 1%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 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 %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: THE EOR HAS VERIFIED THAT HEM FIR WOOD STUDS AND FLAT MATERIAL CAN BE SUBSTITUTED FOR SPRUCE PINE FIR LUMBER PROVIDED THE SAME MATERIAL GRADE NUMBER IS USED. ALL HEADERS, BE/ -`..MS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. L WoF N lJ N Vi cD (D +� F o Eoco r0 o 0 r,W mCq - E N o"'a N roro� 0) a� rn O c r6 � LL co L ,Z O � N � 'ggo Q) U o coo 0 W o 0 A� N•O�eV ll�C P :ra° uaaremy,b, w ^ r`,o-atiR `meq VA 'At,, �z" rN •u q�D z o u N .«mac s 'fv ,x, D• C? ®tj �z i d LL N B o J U U To the best of the engineers knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O N M m Ln � � M r O > r -,CD 0- -Q n d - ZILL -J �­o Z tT f0 J W --•J C�fd Lf7 (1) U -)v Ln 0 aZ wU_0 LU .....I w m Z Z� X UoEzr)o ZQ -Z k.0 2L,�-,-, wt C7 'L to a w q1\0�1 V g V O J T-111 a ° v d V= O D w N F- C O LU T w J <aa ¢zo LU Q 0 lLLU u U h, po'�z°ZZ W ® to O QLU LLI �¢ O LU M 1 22a�0 U ¢moo >- �iIp1 W Z ® V � a X w ¢a �Z F„ 1 U_ a w LU 0 Z � a SCALE AS NOTED PLOT DATE : 02/08/2011 VERSION NO. 108 JOB NO: 11-0155 SHEET NO. RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X G" @ 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. U-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" Cu) 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) USA HTW20 OR (3) 16d TOENAILS "TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING COMPONENT & CLADDING DESIGN PRESSURE I I + T + r + -r -+ p + r T -r T UPLIFT CONNECTION CROSS-REFERENCE (120 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30feet, Importance Factor=1.0) ROOF CONNECTORS WALL SIMPSON STRONG -TIE TRIBUTARY AREA (ft) CONNECTOR UPLIFT CAPACITY LATERAL CAPACTY FASTENERS CONNECTOR UPLIFT CAPACITY LATERAL CAPACITY FASTElub s ZONE 1 ZONE 2 ZONE 3 ZONE 4 MASONRY APPLICATIONS ZONE 5 10 20.9 -33.2 20.9 -70.1 20.9 -70.1 36.3 1 7-10d x 1 1/2" -39.3 1615 36.3 -48.6 20 19.0 -32.2 19.0 -63.6 19.0 -63.6 34.6 3689* -37.7 18-16d & (1) 5/8" A. B. 34.6 -54.4 50 16.7 -31.1 16.7 -55.0 16.7 -55.0 32.5 HTT22 -35.6 5250* 32.5 -41.0 100 14.7 -30.1 14.7 -48.6 14.7 -48.6 30.8 _ -33.9 LTS19 30.8 -37.7 125 14.7 -30.1 14.7 -48.6 14.7 -48.6 30.8 2825* -33.9 __ 30.8 -37.7 NOTES: 1 FOR EFFECTIVE AREAS OR WIND SPEEDS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY 2310* _ 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 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE, + ,- ,- + r I IT m -- 15132" CDX cn PLYWOOD OR 7/16" OSB -RIDGE LINE 120 MPH 3 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 F 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 Sd 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. I I r + I I + T + r + -r -+ p + r T -r T UPLIFT CONNECTION CROSS-REFERENCE + USP STRUCTURAL CONNECTORS + + SIMPSON STRONG -TIE _ CONNECTOR UPLIFT CAPACITY LATERAL CAPACTY FASTENERS CONNECTOR UPLIFT CAPACITY LATERAL CAPACITY FASTElub s (S.Y.P. #2) 1 (S.P.F.) I (S.Y.P. #2) 1 (S.P.F.) MASONRY APPLICATIONS MASONRY APPLICATIONS HTA16 1615 1585 590 10-1Od x 1 1/2" META16 1450 1247 335 1 7-10d x 1 1/2" HTA20 1615 158.5 590 10-1Od x 1 1/2" META20 1450 1247 335 1 7-10d x 1 1/2" HTT16 4290` 3689* -- 18-16d & (1) 5/8" A. B. HTT16 4175* 3695" - 18-16d & (1) 5/8" AT HTT22 5370` 4518* - 32-16d & (1) 5/8" A.B. HTT22 526W 5250* _ 32-16d Sinkers & (1) 5/8" ATR LUGT2 1850 1850 -- 16-10d & 5-1/4"x3" Wedge bolts LGT2 2150 1850 _ 16-16d Sinkers & 7- 1/4"x2 1/4" Titen LTS19 1390" 1'195* -- 8-1Od & (1) 3/4" A. B. LTT19 1350* 1305* _ 8-16d Sinkers & (1) 3/4" ATR LTT131 2825* 2429* __ 18-10d x 1 1/2" & (1) 5/8" A.B. LTT131 2310* 2310* _ 18-10d x 1 1/2" & (1) 5/8" ATR FRAME APPLICATIONS FRAME APPLICATIONS RT7 585 585 170 10-8d x 1 1/2" H2.5 415 365 150 10-84 x 1 112" RT16 1030 1030 645 16-8d x 1 1/2" H10 990 850 525 16-8d x 1 1/2" RTI 6-2 1160 975 410 16-8d x 1 1/2" H10-2 760 655 395 12-1Od SPT22 725 623 260 8-1Od SP1 585 535 -- 10-1Od SPT24 1085 933 260 12-10d SP2 1065 605 -- 12-1Od SPT4 1075 924 - 6-1Od x 1 1/2" SP4 885 760 -- 6-1Od x 1 1/2" SPTH4 2150 1849 -- 12-1Od x 1 1/2" SPH4 1360 1170 - 12-10d x 1 1/2" MUGT15 4265 3335 -- 22-10d & (1) 5/8" ATR MGT 3965 3330 -- 2-10d & (1) 5/8" AT LUGT2 2260 1956 440 1 32-10d LGT2 2050 1785 -- 30-16d Sinkers HTW20 '1530 1325 95 20-10d HTS20 1450 1245 - 20-1Od LSTA18 1235 1110 - 14-10d LSTA18 1235 1165 - 14-10d LSTA24 1235 1235 -- 16-10d LSTA24 1235 1235 - 18-1Od LSTA30 '1640 1640 -- 22-1Od LSTA30 1 1640 1640 - 22-10d LSTA36 1640 1640 -- 22-10d LSTA36 1 1640 1640 - 24-10d HUNG APPLICATIONS HUNG APPLICATIONS HUS26 '1925 1655 -- 20-16d HUS26 1550 1550 -- 20-16d THDH26-2 2235 1935 -- 28-1 Gd HGUS26-2 2325 1995 -- 28-16d HUS28 2570 2210 -- 30-16d HUS28 2000 2000 -- 30-16,1 THDI-12'10-2 3490 3020 -- 58-16d HGUS28-2 3220 2705 -- 48-16d * CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CMU NOTE: DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS. ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE, + ,- ,- + r I IT m -- 15132" CDX cn PLYWOOD OR 7/16" OSB -RIDGE LINE 120 MPH 3 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 F 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 Sd 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. I I r + I I + T + r + -r -+ p + r T -r T + + + US J' -L I I A p __ 6._0.. -r + I + I I I I I I I I I + I -• T + + f •- r o I i � + T T + I T TYPICAL HTA 20-18 /HTA 20 INSTALLATION MIN. EMBEDMENT SCHEDULE FOR =AND QUANTITY )F FASTENERS TYPICAL MTW INSTALLATION LC SE USP MU( 5/8"0 THRU BOLT UQ Ml R TRUSS 'OP PLATE I,C 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 16-8tl x1 1/2" NAILS UPLIFT =1030# TYPICAL RT16_INSTALLATION USP SPT24 AT TYPICAL HUS INSTALLATION - EACH JOINT TYP.EE Q5a ~ GALV. METAL w a o FLASHING N as AT -I ACF TO TRU MP -34 CRICKET SECTION "A -A" SCALE: 3/4"=1'-0" PRE -FAB CHIMNEY CAP FLASHING 2"x4" BLOCKING (SEE MANUF. SPECS. FOR MINIMUM DISTANCE) EXTERIOR FINISH PRE -FAB CHIMNEY BLOCKING @MID POINT WHEN CHIMNEY EXCEEDS 6'-0" IN HEIGHT 1I2" SHEATHING OR U.S.B. 2"x4" STUUS @ 16" GALV. MTL, FLASHING0 000 CLOD TRUSS TOP CHORD USP HTW20 @ EA. CORNERB kD' DOUBLE 2"x4" BLOCKING w/ 112" PLYWOOD FLITCHPR 7 ' HTW20 @ EA. CORNER ENGINEERED WOOD TRUSSES :-FAB CHIMNEY ASSEMBLY I" @ 16" O.C. MAX. !"x4" BLOCKING w/ PLYWOOD FLITCH TYP.LU TYPICAL CHIMNEY PLAN SCALE: 3/4"=1'-0" FILL CELL STD. 90° HOOK BOND BEAM CONT. #5 � STD. 90' �'-BOR \T. #5 BAR - HOOK _ - ; - --- #5 CUNT. -- FROM FOUNDATION TO HIGHEST BOND BEAM Ili BOND BEAM STEP SCALE: N.T.S. L N U � vi C F- cU � co � -O o � 00000 O � E p � Q i�it � m cts d' d m .0 pYN o 0.0 � rn o rn `t 0 Z r ® c -Ca ? �� Cc:" o' Jul, UU N� �✓✓ '� 6 �� h K � Y , UO To the best of th y ?rpirieer"�s knovylgilcje and understanding, the s7uctirral puns and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for tfre sUuctural portion of oris drawing. 11 O N M Z •�i M r o � � F --r M O d" F- r>0 Z � 4-J u LLJo � Lr) N U -)Ln U V G W l�L Uj 0 W a W' >� �o:FLLI E2 -A !�roo Oc¢i.0 WZV✓ V G p rrr._�_.,, a: V arVO T==11V f=-q�ZN� Ll'ine (A ) Lu 4t l,D J Lu � O Uj V/ ¢ztxt,)C�] UQOOJcC 0I--w�s ® LU W � z O O o LLJ M � °�o�2:oQ ( � � W ¢ .../ Cy �d¢oo LIC � �J a2 LU LLI xu_o ® QJ H � � SCALE AS NOTED PLOT DATE : 02/08/2011S IN 1 VERSION N0. 108 ILoLo BLOCKING 3SE5 w/ USP SLOPE NGLE TYPICAL r - US J' -L PR A p __ ' HTW20 @ EA. CORNER ENGINEERED WOOD TRUSSES :-FAB CHIMNEY ASSEMBLY I" @ 16" O.C. MAX. !"x4" BLOCKING w/ PLYWOOD FLITCH TYP.LU TYPICAL CHIMNEY PLAN SCALE: 3/4"=1'-0" FILL CELL STD. 90° HOOK BOND BEAM CONT. #5 � STD. 90' �'-BOR \T. #5 BAR - HOOK _ - ; - --- #5 CUNT. -- FROM FOUNDATION TO HIGHEST BOND BEAM Ili BOND BEAM STEP SCALE: N.T.S. L N U � vi C F- cU � co � -O o � 00000 O � E p � Q i�it � m cts d' d m .0 pYN o 0.0 � rn o rn `t 0 Z r ® c -Ca ? �� Cc:" o' Jul, UU N� �✓✓ '� 6 �� h K � Y , UO To the best of th y ?rpirieer"�s knovylgilcje and understanding, the s7uctirral puns and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for tfre sUuctural portion of oris drawing. 11 O N M Z •�i M r o � � F --r M O d" F- r>0 Z � 4-J u LLJo � Lr) N U -)Ln U V G W l�L Uj 0 W a W' >� �o:FLLI E2 -A !�roo Oc¢i.0 WZV✓ V G p rrr._�_.,, a: V arVO T==11V f=-q�ZN� Ll'ine (A ) Lu 4t l,D J Lu � O Uj V/ ¢ztxt,)C�] UQOOJcC 0I--w�s ® LU W � z O O o LLJ M � °�o�2:oQ ( � � W ¢ .../ Cy �d¢oo LIC � �J a2 LU LLI xu_o ® QJ H � � SCALE AS NOTED PLOT DATE : 02/08/2011S IN 1 VERSION N0. 108 0 Boa No: 11-0.55 SHEEP N0. 0 ....-(1) LAYER UNDERLAYMENT FOR ROOF PITCH 4:>12 & (2) LAYERS L WIN UNDERLAYMENT FOR ROOF O PITCH 4:<12. Cm N PRE ENGINEERED WOOD L� 000 rn o"'0 TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH (TYP.) TRUSS (SEE UPLIFT SCHED.) W/ VARIES 0 ED w 71 _ --_ 5/8"OR 1/2" HIGH STRENGTH - TRUSS BOTTOM CHORD OR 2x4 BLOCKING " - - 5/8"OR 1/2" HIGH STRENGTH - _� TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ L METAL PL, UNDER EA. TRUSS c: LL , (U.N.O.) (OR %$' GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END 5 " ,I " 2-16d TOE NAILS @ EACH END (U.N.O.) (OR / GYP. TYPE X MOISTURE BARRIER y a � o co 0 fz � GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ROOF COVERING 0 rn � ABOVE) INSUTATI N BAFFL��1-1` :=_._� O CONNECTIONS. PROVIDE (1) USP HTW20 WHEN S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) USP FITW20 WHEN 7/16" O.S.B. MIN. SEE ROOF TRUSS ALIGNED WITH STUD BELOW TOP PLATE S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW -= `--_ -_-- NAILING SCHEDULE ON SHT. - 8"x8"x16" NOMINAL BLOCK WITH - TOP PLATE SN1 ELEV. VARIES 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR -_ f_ ---2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. _ 1/2" CDX PLYWOOD OR 7/16" O.S.B. - USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.Q. CONNECTOR NA 5/8" OR 1/2" HIGH� ,�I." • = ` `_ __=_ ALUMINUM DRIP N0P STRENGTH CEILING BOARD PER CODE (OR 5/8" EDGE ALUMINUM FASCIA --- -__ -_ I SHEATHING REQ'D. FOR ALL (1) ROW'Lx BLOCKING @MID HGT. FUR WALL EXTERIOR OR SHEAR WALLS AS - HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS - INDICATED ON THE PLAN. ATTACH — (1) ROW 2x BLOCKING @ MID HGT. FOR WALL - HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS — U 'ro the best of the engineer's knowledge and understanding, the structural plans and GYP. TYPE "X" @ GARAGE Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. %12'N.0. =� FOR WALL HGT. > 8'-6".� FOR WALL HGT. > 8'-6". W/A HABITABLE ROOM ABOVE) W/DRYWALL N M rq Q 2x SUB FASCIA 12" VENTILATED _ -- - -- - - _ -- - 8"x4"x16" NOMINAL 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6' O.C. @ !-' INSULATION PER CHART ON FLOOR PLAN EDGES, AND 12" O.C. FIELD ' @ @ INSULATION PER CHART ON FLOOR PLAN SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS ® QI M O \ SOFFIT BLOCK WITH 3/8" I � II SLAB & BLOCK USP SPT22 CONNECTOR x 10" "J" BOLT @ 24" O.C. W/ 5/$'" x 10" "J" BOLT @ 24" O.G. W!-USP SPT22 CONNECTOR i— ru N PERBBILOCK INSULATICHART 8"x8"X16" KNOCK OUT CONT. MORTAR BETWEEN COURSES CUT TO 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/24x12-" TITEN HD @ 24" 2x P.T. BOTTOM PLATE Ua FLOOR SUL#5 W/GROUT Ji SLOPE. _ ELEV. 0'-0" ., O.C. OR 51i, x:10' WEDGE ANCHOR PLAN - - �r 1 A.F.F. Q.C. OR 5/8"x10' WEDGE ANCHOR @24"O.C.) 2", � 6x6W1.4xW1.4 24' O.C. „ �• 6x6W1.4xW1.4 C ) z 1x2 P.T. HORIZONTAL ELEV. -0'-4 1/2" I� :' O IIS WWF OR FIBERMESHWWF /� OR FIBERMESH 311`1" NAILER STD. 90 -HOOK (SEE DETAIL) O� WLLC0 _ --g" C.M.U. TYPICAL TYPE "SII MORTAR A.F.F. ELEV. -0'-3 1/2" z q O A.F.F. O 2x4 CONT. t, 3 112 MIN. b. ° t m rrr mI ; r -� z �fL I I-1 I=1 I= 3 1/2"(min.)- 4" Mlhl. _-. j.-- �, p ►=rn-rn =rri - ; { — �((- III=1 =1 I- 31/2' (min.)- 411 _ -- OF v,00 a N D og.: � — —F111 _ .1 � , 4GLII -I I -I I1- - D °D. : --rrl-lDn=rn=r ' O . .. (1-_T 1=1I I -III- z _ --ARCHITECTURAL GARAGE DEPTH VARIES __ _ - �„ IIM1I Ir 31/2"(min.) - 4" — — _ - �G==III= III=� I I- -f ft -f H=Ff _ }-rn-rrl-rTl-rr =1 =1 I —III' -I I I=1 I I= il= I I I=1 11=1 11=I I I= I I I=1 I I=III �31i2"(min.) - 41 _III=III= - - �(hIII= III � I I - _tr►►-rll=� Imo_ I—rn-rrl=rrf- 1=1 I 1=I 1-1 _ _ = I' —I 11=I 11= 11= I I =_____ I I; : r� FINISH _ " '-I I I-III-III=III-I I -III-1 #5 CONT. " "'-1111' __ I -I I I -III -II I I I-I81II III I I,I II III I I #5 CONT. 1x2 PT WD FURRING @ 24" O.C. T w l� (2) 4'-"' 8.1 4" 411 X14 (2) 1/2" GYPSUM WALLBOARD U.N.O. (1) 95 VERT. IN FILL CELLS (SEE GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C U.N.O. MIN. TYPICAL BEARING WALL STEP C(CC FOUNDATION PLAN LLJ FOR LOCATIONS) SCALE: 3/4"=1'-011 S3 "SHEAR WALL" SCALE: 3!4"=1'-0" "3,) SCALE: 3/4"=1'-0" S3 1x4 P.T. BASE NAILER LLJJ WO ! 4"x4" INSPECTION CK � QzU r PORT AT EACH U 3 1/4" BASEBOARD LU 0 FILLED CELL TYPICAL ra-aJWU6 000 oa cQ ' MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER - TO CUT BLOCK OR POUR r �J 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING �d-z0 O MUNICIPALITY. - CURB DUE TO SLOPE NAILED W/ 8d COMMON NAILS @ 4" O/C�__ N CONCRETE SLAB W16X6 W NOTE:EXTEND 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. LL IL W1.4XW1.4 WWF OR = "FIBERMESH' DECO FINISH 4" to 6" LOAD BEARING OR - — 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. LU �M��n� �0 p� \\ , v - (1) ROW 2x BLOCKING @ MID HGT. BELOW GRADE EXTERIOR WALL 8" C.M.U. . (2) ROWS OF 2x BLOCKING @ THIRD POINTS J 2x STUDS @ 16" O/C r �' C FOR WALL HGT. s 8'-6". (2) _ , ... .. D ' 1"x P.T. STUD FVSULATION PER CHART ON FLOUR PLAN AS NOTED SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3 rd PTS FOR WALL HGT. 8'-6". rrr-rrr r • o , . I+ I 1 n • , '. D 1 a'm+ __ D -_ oo - #5 VERT. IN FILLED CELL SEE CC/S3 OR N SOB NO: 11-0155 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER r--__ ADDITIONAL INFORMATION 1/2 GYP. WB (MIN.) @GARAGE 6 MIL VAPOR III o G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIDE IF APPLICABLE. -I I i' '� • I i 1- � 518"x6" "J" BOLTS BOLT „ "' " 5/8"° x 10" "J" BOLT @ 24 OIC W! 2 X 3/16 USP SPT22 CONNECTOR BARRIER I I ''� V -III = -1 I III= COMP: SOIL. - III_ __ r—rr— _ (COMPACTED TO 95% -11 I I —I 11=1 I 1= BOLT INFO. (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 5" EPDXY BOLT OR - (6) 1/4"x3 1/4" TAPCONS PLATE WASHER TYPICAL r f MIN. 2500 PSI CONCRETE SLAB W/ J 6 x 6 W1.4 x W1.4 WWF OR 3RD LAYER 1/8" THICK. SP SPT22 @ EA. STUD 2X P.T. PLATE K.O. BLOCK _ 20"MIN. LAP 5/8- EXPANSION BOLT @24 " O.C. 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR SPACE AN 3500# MIN. TENSION 2600# ) MODIFIED PROCTOR III_ III III=III=1 I III ASTM D1557 *USP SPT22 TYP. SPACED EVENLY cv FIBERMESH �'' WEEP SCREED INSTALLED #5 REINFORCING J r BAR --'---_ BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 - END OF 2" x PLATE WWF OR FIBERMESH r -� r 2x P.T. PLATE ____- _ �` w c > , 3" MIN. CLR. (2) #5 REBAR CONT. " R TYP. 41, 1111 STD. 90 HOOK (SEE ON 3 CHAIRS DETAIL) U.N.O. ASSUMED FINISHED GRADE I r r -- ----� z - - D ° - D D = - G a p r, °`. D . PER MANUF. _ Z FINISH GRADE °O BAR 93 OR #4 REINFORCINGMIN. Fy= 40ksi #3 & #4 LAP SPLICE 25" MIN, LAP n D c- — 1 ° rr=rr —rr——rr�rr�rr�rr' F ----- p _ _-I _ -III -III-III p ° D' III III III -III_ L= o IIIA 111111 I I I I I IIIA I I 111, TYPICAL WALL SECTION rA 1, _ 1 .1 SCALE: 3/4 - 1-o S3 MONO OR STEMWALL--_ FOOTING MONO SHOWN - o0 FOR CLARITY '..- -rr- -`. -- - I:.: I , I _- - I -, - - - D --= :',, -I I -I -I I I 6 MIL VAPOR BARRIER -III III D \ I - e I-1 I I I I III P: � ,_ __ O° - 1111-111=III=III- - _ - z 11=III=I I I=111=1 11= N- III=1 I I_111--III—I .-- _ W �..� #5 REINFORCING BAR R 1 7/8" _ #5 LAP SPLICE II I II D . p �. _I_I 11 I II IIA �rI l-1 N �! 1—�1 1= I 1=III=III=I1= 1=111- I I=III- - I I_ 11 I 1 11=111=111 III -III II 11- (2)#5 CONT. —III—III—III,,, II—III_ NOTE. D - L) =1; ! 11- I'' *FOR BEARING WALL I' f _err _ f W/ UPLIFT ONLY _ -- 7 =r -+ I - -.! I =' I =I I !-' I ! _ I _ I -I 1'_ ' I _:' I I' I- III III_ COMP. SOIL. (COMPACTED TO -I I ° _D _ _ 95% MODIFIED PROCTOR ASTM �- 1 h111=III=III=I III I I 1=III-111-1 D1557 I I -III -III-I ) - I1=111=1 I I—I f 1=1 I' FSI- I1=III-IIIc . I I 3s"MIN. LAP I- l 101,v ON 3" HAIR 8" (TYP.)G 1'-4" 8" (1) ROW 2X BLOCKING @MID HGT. FOR WALL HGT. 8'-6". 2 O 2x #2 SPF STUDS ROWS 2x BLOCKING @ 3rd PTS _ _ - -1 - _ I I I_I I =1 I 4" 1'-4❑ �#6 REINFORCING BAR #5 STD. 90 HOOK @16" O.G. W/ (2) 16d TOENAILS T & B _ , FOR WALL HGT. > 8'-6". X11!'-:. � . -i,�l „ill ,_! I �!; #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT rG 1/2" GYP. WB (MIN.) @GARAGE SIDE IF z APPLICABLE. v SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. "3,)SCALE: 3/4"=1'-0" S3 2x P.T. PLATE--\ 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & END OF 2 PLATE E SLAB INFORMATION. SLAB INFORMATION. @ 6" MAX FROM x CONT. ON 3" �` 6x6W1.4xW1.4 (2)#5 6x6W1.4xW1.4 _ CHAIRS (TYP.) WWF OR FIBERMESH co D p l n WWF 3 1/2"(min.)- 4" WWF OR FIBERMESH 4 a , GRADE 1=III=III=I I I- I �'• I E III=III=1 I- r11-11 _ _ III —I 1 I—I 11—III—I I -- —_ p I —111=1 I I _III—I -�-�l-=111= 1-11-1.11-- "I—II �' �__° ' — — I —I I—III=111—III—I 111=1 I I=1 1 — — I—— —11-- —_ 11=II1=1 I Ed II -I I -I I I_ I I—_ III III—III III—III—III—III III—III—III—C11 '' =1 I I—I I I-1 I I—I I ISI I hI 11-1 1=1 11=1 I—I 1=1 I—I I 11= 1 I I—I I I—I 11-11II-=111-11I ' -I I=1 I I-1 I I—III=1 I=1 I—III- I' —,,,_ . — I I I I I 1=1 1=1 11=1 i I- 4„I I _IT_ d i I-ITI_ III _ITI 8” 1-4 8" MIN. TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rGG — - 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. �, 2 / 1/2" FROM SLAB TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=1' 0" S3 SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" 5301-0.1 /O CONT. BEAD SEALANT � FOR ADDITIONAL SLAB INFORMATION. BLOCK WALL BEYOND INTERIOR 2X STUDS @ 24" O.C. U.N.O. EXPANSION JOINT 3 1/2" VARIES MASONRY WALL AND OPT: DEPRESS SLAB 5%2' DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS /DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB 1311 O.H.D. RECESS �t cwt 1 �- C'7 GARAGE - CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8 1 1/2" RECESS FOR - 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH N c S.G.D. (U.N.O.) r .� C`1 PAD FOOTING 8 MASONRY WALL _ EXTEND FILL CELLS =_ 14' — O.H.D. RECESS = ° •. :. _.C. '• a .' `. : - --^ ' ; -:., ''' `T ^••' ' :�rrr— EMBEDMENT @ 12" O.C.O C STAGGERED, FROM BOTTOM INSULATION PER CHART p T �m' d / TO FOUNDATION PAD MAT REINFORCING. �, \` PAVERS- _1 czc T _,'T' 4 ,:,:.: - • .• - � r -r III ° 1 Ii IIIi 1 II I I PLATE TO CONCRETE ON FLOOR PLAN _1 - - • ' '' T1=TT1= l f III III CONT. FOOTING STEEL- —•'• - N-rrr=rr_rrl=rr -III=_ =d I I=1 I I -III ' '. ` , fr1 III=� I I- - -11 G =� =I1� ��I-�� a. - - = -1 � I _-1 I41I= r III=III ^.�• — (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT _ TENSION 120# CONCRETE S = _ ) C RETE LAB- - -N 6x6W1.4xW1.4 - ` WWF OR FIBERMESH °° `�'I `" _ _ VIII _ ° - -,,,- „-,GRADE 1-III,,=III-III, II I I II I I . r �: °. ° -� 1 - z-J - O= I;.. z r- w F I ..I ---� I':. w I: c °... -1 __ _ _ _ III=III-III •a;'.. , .. -_ 4' I °� III II .` I -IIIA _-_ "• . 'T.\ _ I=1I -I - �- �`' _ . • • _ VIII III - - - - - - 1 a w UP I O W co W -rr-' _ _, ,r M�� >L c, I- -I _ 1 - M BARRIER - III=III `.�. , , .:•'' III—I =_ SEE AIS3 OR J/S6 =1 11 1111 ,1111 I I II Illi ;III III ,� I-1 I I=III SEE A/S3/J/s6 T ,r, , — 1 4 �` --_. II FOOTING W I FOR REINF. INFO. 3 MIN. CLEARANCE _ : REINF. INFO. 11 BEYOND I-1 I III—. ° OPTION #1I PAD REINFORCEMENT I_ I1 rrr=hrl" I= 1' 4" 1STORY)FOR ( 3 MIN " CLEARANCE 1 1 III -III- I I 111= SEE A/S3 OR J/S6 -- III -1 I I- 1 1, 1-8 (2 ST RY) 4" 411 SEE TYP. WALL SECTION FOR ADDITIONAL SEE SCHEDULE ( ) FOOTING WIDTH FOR REINF. INFO. 3" MIN. CLEARANCE SLAB INFORMATION. SEE SCHEDULE 1' 4" (1 STUR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG.rKN�SLAB STEP & RECESS S.G.D. rm"� PATIO COLUMN FTG. DETAIL N 1' 8" (2 STUR ) — SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 GARAGE DOOR SLAB RECESSJ.1 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 11W L WIN Vl N O Cm N (DE L� 000 rn o"'0 o 0 ED w 71 -U 70 0) o - m C c: LL 1r 0 d N O ® Mal U y a � o co 0 fz � .� Lo 0 rn � O pu��p q� .ipptq t °. CD 4 ae°g. N . Aft u % v7v Wyyf' r- 7) (ZD ,�I." p�e�� J •. c Lo 00" �.� mN��`CLCoWYJ W J N0P r,°-'rv0f3 N' > U 'ro 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. CD '-' m N M rq Q (n C:) V) n a ® QI M O 'o v �- i— ru _1 Uj m_.1 Ca ro Ln (1) � U O� WLLC0 L n ¢ lz G OF v,00 z U zrpa Z > Q O g z CL J U : UZ0F—L, I—a0z© T w l� $ Cy) --- LLJ I® LLJJ WO ! V) Lu CK � QzU 1:2 Z - U o�Z-ozz -"'�zoo LU 0 ra-aJWU6 000 oa ' w,y0u_z¢ r �J �d-z0 O V) >< 4 N J O W JaYIiJ Q I® iI LL IL LU O z SCALE AS NOTED PLOT DATE : 02/08/2011 VERSION NO. 108 SOB NO: 11-0155 SHEET NO. DOUBLE 2x TOP PLAT' 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE %- TO BLOCKING -----(2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VAF�IES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. Sq 12 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD (TYP I SEE ELEV. ) TRUSSES @ 24" O/C -__- _---- UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS16" 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 _4 AS REQ'D 2x BLOCKING @ MID * I POINT EVERY OTHER STUD W/(3) 10d NAILS..--'" CRICKET AS REQUIRED NT. BASE " SINGLE 2x CO S .- 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"X16" K.O. BLOCK W/ 1 #5 CONT. - AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ - STD. 90^ 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 C IN PLACE CONCRETE GARAGE FLOOR SLAB \ TROWEL FINISH SEE L GENERAL NOTES SLOPE FORWARD'-• FOR DRAINAGE I`;TI' • I'Iill' i, -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 2 1/4" n VENT OR 2ND FLOOR wl� ,-TYPICAL C.M.U. WALL - 3/4" FURRING STRIPS — 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN—OUT A SCALE: N.T.S. 14 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) Its FOR CONCRETE PLACEMENT NOTES: 1O 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO U-0" 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"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL �-� - - 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 ()-HIS 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.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE -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. SCALE: N.T.S. TRACK MOUNTING BRACKET \ GARAGE DOOR TRACK Z-1 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. INTERIOR WALL OL EXTERIOR WALL 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT DOOR OPENING -- ❑ . DOOR OPENING n ❑ ❑ a ❑ STRAPS o ❑ ❑ E111 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END `-'- WALL J o LLI MOLDING I V-41 r2 � -g' STD. 90°HOOK 8"- 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM 4'-9' CHORD OR BLOCKING 2 x 6 P.T. PROVIDE P.A.F. NAILS OR EQUAL @ U.C. LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON STAGGEREDFROM BUT. 91-16,(3) PLATE TO CONCRETE DOOR TRACK CK . •._, - (2) - -- PLAN) OPENING _-_ N•� H ll C ®4 'd VP MAIN SPAN MOISTURE BARRIER ROOF TRUSS 7E N d 0 4) q 1- 1 '24•a `(�je eao'�tM'9 - - yw�M"o�o� ' YW, 0 uas� J2 FILLED CELL W/ (1) #5 VERTICAL �!'' i y�,0 •�) A,1- 'N-• s" u w�y2 in tiP,> �- 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. --� Fl FPLAN FOR LOCATION - (SEE SCHEDULE) To the best of ,e enginaGrs fchpwledc�e end AND FILLED W/ GROUT specifications comply with the Florida - - -- - - ALT. KNEEWALL ABOVE MASONRY WALL DETAIL V) U*) l NOTES: 1O 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO U-0" 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"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL �-� - - 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 ()-HIS 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.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE -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. SCALE: N.T.S. TRACK MOUNTING BRACKET \ GARAGE DOOR TRACK Z-1 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. INTERIOR WALL OL EXTERIOR WALL 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COARSE 2ND COARSE 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 rD SCALE: N.T.S. SLI• 2x TOP PLATE 2x STUD @ 24" O.C. MAX. 2x P.T. PLATE - SEE A/S3 FOR- REINF. INFO. 30LID AREAS ARE STEEL AND GROUT ULL 8x8x16 BLOCK JOOR OPENING --- SOLID AREAS ARE STEEL AND GROUT DOOR OPENING -- ❑ . DOOR OPENING n ❑ ❑ a ❑ STRAPS o ❑ ❑ E111 1ST COARSE 2ND COARSE 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 rD SCALE: N.T.S. SLI• 2x TOP PLATE 2x STUD @ 24" O.C. MAX. 2x P.T. PLATE - SEE A/S3 FOR- REINF. INFO. 30LID AREAS ARE STEEL AND GROUT ULL 8x8x16 BLOCK JOOR OPENING --- NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. SQ SCALE: N.T.S. S4 sFFpupoi 14 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" 0/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT VERTICAL JAM REQ. AT OPENINGS 5/8"DIA. x 8" J -BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE 2" x 4" WALL FLOOR. ALL J -BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. STRAPS CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END `-'- WALL EA END DOOR STOP LLI MOLDING 0/C FIELD V-41 r2 � _ - GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM 4'-9' CHORD OR BLOCKING 2 x 6 P.T. PROVIDE P.A.F. NAILS OR EQUAL @ U.C. (2) STAGGEREDFROM BUT. 91-16,(3) PLATE TO CONCRETE DOOR TRACK CK . •._, - NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. SQ SCALE: N.T.S. S4 sFFpupoi 14 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" 0/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS COMMON WIRE NAILS @ 4" O/C 12d TOENAILS. OPENING EA END EA END EA END EA END 0/C FIELD V-41 (1) (2) (1) (2) (1) USP LSTA30 4'-9' (2) (3) (2) (2) (1) USP LSTA30 91-16,(3) ��;g• :s s (3) (2) t (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" 0/C EACH FACE OR 3 -ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR \ GREATER HEADER i \--(2) 2x HEADER SEE PLAN S4 INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. (Ln- EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) COMMON WIRE NAILS @ 4" O/C 12d TOENAILS. OPENING �- / LARGER THAN 4 ft (2) 2x 5 SILL PLATE W/ MP3 CLIPS 0/C FIELD EACH SIDE f -� ----2x STUDS TYP. USP HTT16 TYP. U.N.O. SEE N/, O 00,4 ** HOLD DOWN CONNECTIONS Op _ NOT REQUIRED @BEARING WALLS NOTED WITHOUT UPL11 0 � - ��;g• :s s -P.T. BOT. PLATE WALL HEADER DETAIL C� SCALE: N.T.S. USP SPT4 SPT24- USP 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 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 - -_h� 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P ENTRY _41 K.O. BLOCK W/(1) USP SPT4 #5 CONT. & (Ln- FASTENED TO TRUSSES WITH 8d TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 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 - -_h� - 2X8 WALL ABOVE ENTRY -l'J- _- K.O. BLOCK W/(1) 1/2" EXTERIOR GRADE SHEATHING #5 CONT. & (Ln- FASTENED TO TRUSSES WITH 8d : - COMMON WIRE NAILS @ 4" O/C @ 2'-0" O.C. �- / BOUNDARIES 6" 0/C EDGES & 8" 5 BLOCKING (T P�/.) 0/C FIELD F- o 01,00 f -� 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP m C m CARRIER/GIRDER TRUSS =- - USP HTA20 @ EA. STUD Y O 0 co ��;g• :s s a t2 w V) Q r; • 6 B Do N•� H ll C ®4 'd VP MAIN SPAN MOISTURE BARRIER ROOF TRUSS _ N d 0 4) q 1- 1 '24•a `(�je eao'�tM'9 N „fie yw�M"o�o� ' YW, 0 uas� J2 ...eta �!'' i y�,0 •�) A,1- 'N-• s" u w�y2 in tiP,> UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. --� Z1:11 •� O u�'UaU /�'•� d',y as as�0•+f (SEE SCHEDULE) To the best of ,e enginaGrs fchpwledc�e end AND FILLED W/ GROUT specifications comply with the Florida 1 #5 VERT. IN CONC. FILLED CELL - drawing. W/ STD. 90' HOOK IN K.O. BLOCK - ALT. KNEEWALL ABOVE MASONRY WALL DETAIL -TOP SPLICE \ 2 ROWS 10d @ 3" O.C. (14 I NAILS TOTAL) EA. SIDE OF �` • :� ��-...._2Q SPLICE STAGGERED / \ M/N 10d @ 8" 0/0 NOTE: PLATE LENGTHS MUST BE BOTTOM SPLICE/ OVER STUDAT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. SQ F= 2240 LBS USP SPT4 USP SPT24- ` USP SPT4 FF 1p _2X TOP PLATE OVERLAPPING SCALE: N.T.S. TRANSOM FRAMING C P.T. SEE SECTION AA/S1 -ATE AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL cc USP SPT USP SPT24- .. NAILED INTO TRANSOM FRAMING NAILED INTO TRANSOM 10d NAILS @ 6" FRAMING STAGGERED USP SPT22 -USP SPT4 USP SPT4 J -BOLTS @ 24" O.C. % MAX 2X P.T. PLATE . 2X8 P.T. BOTTOM P TE \ 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) / ROOF TRUSS ABOVE /-OCKING 2) 16d TOE NAILS =A. BLOCKING -USP SPT4 C -10d NAILS @ 4"A - 10d NAILS @ 6" O.C. STAGGERED STAGGERED - TRANSOM FRAMING -1 o o BEYOND. LPLYWOOD o E SHEATHING PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" S4 O/C BOUNDARIES 6" 0/C EDGES & 8" 0/C FIELD \\J USP PLYWOOD SPT22 SHEATHING /SPT4 USP MASONRY _ USP WALL BELOW 5/8"X10" J -BOLTS @ 24" O.C. SPT4 MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNA T E: 5/8" DIA. ATR EPDXIED 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM PLATE @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR 518"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) SQ - 2X8 WALL ABOVE ENTRY -l'J- _- K.O. BLOCK W/(1) #5 CONT. & (Ln- FILLED 5/8"X10" J -BOLTS @ 2'-0" O.C. •MASONRY WALL -USP SPT4 C -10d NAILS @ 4"A - 10d NAILS @ 6" O.C. STAGGERED STAGGERED - TRANSOM FRAMING -1 o o BEYOND. LPLYWOOD o E SHEATHING PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" S4 O/C BOUNDARIES 6" 0/C EDGES & 8" 0/C FIELD \\J USP PLYWOOD SPT22 SHEATHING /SPT4 USP MASONRY _ USP WALL BELOW 5/8"X10" J -BOLTS @ 24" O.C. SPT4 MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNA T E: 5/8" DIA. ATR EPDXIED 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM PLATE @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR 518"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) SQ (Ln- 5 m (0 N vi C aJ (De) m -0 F- o 01,00 U (D O N a�QE o -0 -0 m C m an) mx 0 N 0 L to ty � Y O 0 co ��;g• :s s a t2 w V) Q r; to 6 B Do N•� H ll C ®4 'd VP � O 17d v N d 0 4) q 1- 1 '24•a `(�je eao'�tM'9 N „fie yw�M"o�o� ' YW, 0 uas� J2 ...eta �!'' i y�,0 •�) A,1- 'N-• s" u w�y2 in tiP,> �r�vj- Z1:11 •� O u�'UaU /�'•� d',y as as�0•+f ",�+. To the best of ,e enginaGrs fchpwledc�e end understanding, tfietsp1l, aqd 2007 specifications comply with the Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of tins drawing. 4 CD "__-I Mr14� c 0 V) U*) l o H m L � � h *t' Q _O row• N h J LLI J O ( Ill Q) Ln0 i� I� zLU 0 0 111 W I.9a 111 ❑] G Z > � ��00 UI— o�Z0 Z g Q U 4 1 L iZ W 2 C11 y...� r�U o 0H0 , � UTOI—wcit F_cez0 z r -i W 110 m LH �o f- LU zuo W0000� U U) mo oawoz U A 1 ` Wd' o8z LU 4�J 0 U(<9�zOO I -¢ �QUP -<6 W m 2E boa UW W O LE z Q a�a600 i- 1p Na �a ® T -I Oz4 Q W a �- ,--i U_ j � z 0 a SCALE: AS NOTED PLOT DATE : 02/08/2011 VERSION NO. 3® 083 JOB N0: 11--0155 SHEET NO. SEE STRUCTURAL 2x4 BLOCKING--,-, - 2x4 "T" BLOCKING SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS @ 48" O.C. 16d NAIL NAILING SCHEDULE FOR SCHEDULE FOR 2'x4" OUTLOOKER "L" BRACE SHEATHING DETAIL � NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL — 2x4 OUTLOOKER @ 24" @ 24" O.C. SHEATHING DETAIL 2"x4" O.C. (OPTIONAL - SEE TOP CHORD - _�-._.____ ____ _ -._ EA. OUTLOOKER 2x4 OUTLOOKER 10d NAILS a 4" OUTLOOKER ELEVATIONS) O ATTACHED W! - BLOCKING FOR @ 24" O C ___ SEE STRUCTURAL' -B6d NAILS W/ 2 FIRST FOUR _ @ 24" 0/C O.C. TYPICAL i 45° ± 24" MAX. 2X4 CONT"L" BRACE TOP CORD BLOCKING Y USP RT16 OR EQUAL @ NOTES AND NAILING - TOP CORD ROWS OF -_ TOP CORD BLOCKING 45°± 4" MAX EA. OUTLOOKER SCHEDULE FOR BLOCKING FOR GABLE TRUSS WEB - / FASTENED W/ (2) 10d FOR FIRST FOUR ROWS TRUSSES @ USP RT16 OR FOR FIRST FOUR 3"@ 24" O/C. CMID OF TRUSSES @ EDGES SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS DOUBLE "L" BRACING DE L EDGES OF 2x4 CRU BRACE �\ r EQUAL @ EA. ROWS OF TRUSSES @ HEIGHT OF SHEATHING TYPICAL - DOUBLE TOP PLATE EQUAL @ EA. OF TRUSSES @ 5 SHEATHING APPROX. 8" FROM �� ; OUTLOOKER EDGES OF 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF SCALE: N.T.S. 55 TYPICAL @ RIDGE FASTENED AT SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 2x4 CROSS BRACE APPROX. "L" BRACE TO EXTEND EXTEND @ LEAST 90% OF USP 8" FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. 48" O.C. EACH JOINT W/(3) 10d AT LEAST 90% OF WEB @ 8'-0" O/C. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 "T" BLOCKING MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE — WEB LENGTH & NOTCH @ SPT4 @ EA. EACH JOINT W/ (2) 10d & (2) EACH JOINT W/ (2) AT LEAST 90% OF WEB 2x4 BLOCKING () LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END 10d & (2) 10d TOE EA. END @ 48" O.C. 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) LENGTH (SEE TABLE) 48" O.C. 2X6 FRAMED WALL - SEE NAILS @ EA. END GABLE TRUSS "L" BRACE ATTACHED /--16d 16d NAIL SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d \, WALL SECTION FOR SPACING 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 4" O.C. j 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP 2x4 PANEL BLOCKING ATTACHED W/ 10d END \ BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING TYPICAL 1 � GYPSUM WALL BOARD \ OSB SHEATHING ATTACHED FIRST (4) ROWS OF `�` ATTACHED W/ 10d NAILS " NAILS @ 6" O.C. EDGES -GABLE TRUSS AND 12" FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2"CDX PLYWOOD OR W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" GABLE TRUSS WEB " 3. O.C.. FI (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/16" OSB SHEATHING \ - AND 12" O.G. FIELD END TYP. TOP & -�� O.C. FIELD r---"- THROUGH CHORD CORD ATTACHED W/ (2) 16 d TOENAILS ATTACHED W/ AT NAILS (2) 16d NAILS BOTTOM ATTACHED (2) 16d NAILS SINGLE "L" BRACING DETAILr6 `• 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING WI (2) 16-d TOENAILS _ 2x4 "T" ON TOP OF PANEL SCALE: N.T.S. 55 ---� INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6 O.C. EDGES AND 12 �If BLOCKING, FASTEN WITH O.C. FOR THE FIRST 4 ROWS 10dx3" 2x4 "T" ON TOP OF PANEL BLOCKING, SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD ( ) WEEP SCREED OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL _ @ 4" O/C DIAPHRAGM T - FASTEN WITH 10dx3" @ 4" O/C SPACED / INSTALLED PER MANUF. 2"x6" P.T. SILL - �~ NOTCH "L" BRACE HERE BLOCKING @ @ 48" O.C. �� TYP. TOP &BOTTOM ATTACHED BLOCKING, FASTEN WITH � USP HGA10 @ 36" 5/8" x 10" "J" BOLT @ 48" O.C. -WEEP SCREED 48" O/C 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. GABLE TRUSS 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM - DBL. TOP TRUSS VERTICAL ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" 2x4 LEDGER (MATCH BOTTOM STUD WALL PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA. TRUSS O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS MOISTURE BARRIER CHORD SLOPE OF ADJACENT PLATE (SEE TYP. SEC.) ( W/7-10dxl 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" ) USP SPT24 @EACH STUD 2 2"x8" "L" BRACE VERT. WEB 24" O/C MAX.) TRUSS TAPCONS. FASTENED WITH (3) NOTE: IF EMBEDDED 16d PER SIDE � STRAP MISSED VERTICAL SECTION � SECTION 2 SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE � ::)i WEB; USE SCALE: N.T.S, SCALE: N.T.S, Srj SCALE: N.T.S. SJ SCALE. N.T.S. 55 AS PER HIB 91 SCALE: N.T.S. 55 MSTAM36 ON OUTSIDE SJ 20'-0" MAX 20'-0" MAX 2x4 OUTLOOKER 8d (,A 6"O/C 2 x 4 BLOCKING W/ 2 10d "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. BACKNAIL W/ (2) ( ) -REFER TO SECTION N N - SEE STRUCTURAL \ 16d NAILS @ 24" O/C TOE NAILS @ EACH END @ WOOD TRUSSES 24" 0/C (TYP) 1A R SHEET S5.1 N �, _ _ NOTES AND NAILING - - - - TOP CORD FOR XBRACING, AND r TOP CHORD SCHEDULE FOR � BLOCKING FOR °° °° SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS USP HGAM10 W! E BLOCKING _ EQUAL @ EA. OF TRUSSES @ 1/4"x1-3/4" WEDGE INFORMATION - r. BOLTS & (4) SDS 1/4" 1 1 ' 1l• 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF x 11/2" SCREWS WOOD TRUSSES CD APPROX. 8" FROM7;x SHEATHING TYP. \ RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT LEAST 90% OF WEB \ AT 24" O.C. ON TOP OF 1 1 2 1 1 2 10d & (2) 10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END \ LENGTH (SEE TABLE) GABLE TRUSS w TRUSS SPANS 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" 3 ATTACHED W/ 2 -16d LJl 2 OSB SHEATHING ATTACHED BRACING W!O 10d x 3" C. AT EA, TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE ; O 16d NAILS W/ 10d NAILS @ 6" U.C. EACH CONN. @ 24 0/C FIRST (4) ROWS OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. EDGES AND 12" O.C. FIELD USP HGAM10 W/(4)-3l16"x1-3/4" 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL ' ``WEDGE BOLTS & (4) SDS 1/4" x 1 MOISTURE BARRIER O/C W/ 2 -16d END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1/2" SCREWS BOND BEAM 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4 -PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL W! (2) 16-d TOENAILS _ CONNECTION .<>::: MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3 -PLY) �� MASONRY WALL CL as -Ile2ARCHITECTURAL 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 EQUALLNOTE: x4 "T" ON TOP OF PANEL i; ARCHITECTURAL FINISH OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3 PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ -i _I 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING C T. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2),16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION �� 10dx3" @ 4" O/C (2) 12d TOENAILS I; 1 THAT MY BE REQUIRED T-0" O.C. MAX. FOR EX COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF '-i 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) 1 -- EXT. WALL CONN. @NON -LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. D SECTION BEARING LOCATION (UNEVEN CLG.) E REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 _ ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. �;� SEE TYP. WALL SECTION FOR SCALE: N.T.S."_5') AS PER BCSI 1-03 SCALE: N.T.S. S5 SrJ ADDITIONAL INFORMATION. SCISSOR TRUSS j NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 31-0-1- 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING ® u � q o vi C 0�0 1- 0�� u U o N — ®®®®_j — — — W U c� ami W o am0- U 0 0) 0 aCC) h rr ' 0 0 C7 Y Q O X ¢ 2 a ®Q CD W w a Q W o X yaUj, "0 1""j Z cV^ C3610 ZE t - • JW o t U FFlli l'/1®7 J 181111.1 CL as -Ile2ARCHITECTURAL 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 EQUALLNOTE: x4 "T" ON TOP OF PANEL i; ARCHITECTURAL FINISH OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3 PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ -i _I 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING C T. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2),16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION �� 10dx3" @ 4" O/C (2) 12d TOENAILS I; 1 THAT MY BE REQUIRED T-0" O.C. MAX. FOR EX COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF '-i 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) 1 -- EXT. WALL CONN. @NON -LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. D SECTION BEARING LOCATION (UNEVEN CLG.) E REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 _ ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. �;� SEE TYP. WALL SECTION FOR SCALE: N.T.S."_5') AS PER BCSI 1-03 SCALE: N.T.S. S5 SrJ ADDITIONAL INFORMATION. SCISSOR TRUSS =C 2"x4" OUTLOOKER @ 24" - 12 O.C. W/ (2) 10d PER JOINT 6.9 1 MAX. MINIMUM 2x OVERLAP TRUSS BRACING CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP (SEE PLAN FOR �- WOOD TRUSSES LOCATIONS 10dx3 @ O/C 2"x4" TOENAIL 6" O/C RUNNERS W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT "L" BRACING REQUIREMENTS j NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 31-0-1- 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING =C 2"x4" OUTLOOKER @ 24" - 12 O.C. W/ (2) 10d PER JOINT 6.9 1 MAX. MINIMUM 2x OVERLAP TRUSS BRACING CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP (SEE PLAN FOR �- WOOD TRUSSES LOCATIONS 10dx3 @ O/C 2"x4" TOENAIL 6" O/C RUNNERS W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 31-0-1- 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING 2X4 BRACING @ 48" 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) \lam I I ALTERNATE NON -DROP NOTE: �-~ CONTINUOUS BOTTOM CORD BRACING 2„x4 MIN. SEE M/S5 GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING SCALE: N.T.S. BRACE TO EXTEND FULL HEIGHT OF GABLE. SCISSOR TRUSS CROSS BRACING DETAIL J TRUSS BRACING OVERLAP DETAIL M 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. SCALE: N.T.S. SJ SCALE: N.T.S. S5 3) SEE 6/35 FOR MORE INFO. W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS 1 GABLE TRUSS 4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION "L„ BRACE W/ 10d @ 4" O.C. 12 3 (SEE SCHEDULE FOR SIZE - 12 ---- AND LOCATION) 6.9 MAX. 6.9 MAX. - 1" BRACE W/ 10d @4" OIC (SEE SCHEDULE FOR SIZE 5 55 AND LOCATION) 55 _._ -GABLE TRUSS i 35 12DOUBLE TOP PLATE 6.9 MAX. \� 2X4 LEDGER -USP LSTA 18 'T UDS @ 16 O.C. CONT. BEARING DBL. TOP PLATE LISP HGA10 (TYP.) STUDS @ 16" O.C. USP SPT24 CONT. BEARING HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL @ EACH STUD GABLE END BRACING DETAIL- - -- GABLE END BRACING DETAIL SCALE: 314"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL NOTES SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION FOR WIND SPEED SPECIFICATION END JACK U) ° 5" 11'-0" MAX. N ® u � Co o vi C 0�0 1- 0�� u U o N V) N o 00 �( U c� ami W YCQ N O am0- U 0 0) 0 aCC) h rr CORNER JACK 0 C7 Y C P a ®Q W Y r m G yaUj, "0 1""j Z cV^ C3610 ZE t 0 • JW o t U FFlli l'/1®7 J 181111.1 To the best of the engineer's knowledge and understanding, the shuctural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. C7 35 12DOUBLE TOP PLATE 6.9 MAX. \� 2X4 LEDGER -USP LSTA 18 'T UDS @ 16 O.C. CONT. BEARING DBL. TOP PLATE LISP HGA10 (TYP.) STUDS @ 16" O.C. USP SPT24 CONT. BEARING HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL @ EACH STUD GABLE END BRACING DETAIL- - -- GABLE END BRACING DETAIL SCALE: 314"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL NOTES SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION FOR WIND SPEED SPECIFICATION U) ° 5" m N ® u � Co o vi C 0�0 1- 0�� u U o N V) N o 00 a� 0 v N U c� ami MC: YCQ N O am0- U 0 0) 0 aCC) h (1)Qn LO 0G 0 A Ll C P B ®Q Y r m G yaUj, "0 1""j cV^ C3610 ZE t • JW o t FFlli l'/1®7 J 181111.1 To the best of the engineer's knowledge and understanding, the shuctural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. C7 r 5 n O - QJ M O Q .L ®�� d L1C � y N .� 4-, J W J CD (U L -n _q) Ln U Lf7 T -t 0 z woo LU LU vl Ln m z5a OZZOn¢ g51)a0 �. z t-azz`{z : v g � z w T__1R-j o ="o z 7= � ' N h apZO J Ln l© zpr- LLIceQ �cnx� LU �-- U000� �oZmS) w �Y� `.J oa�� zz 0 to (D ~�JwQc� 80 00 LLJ D Q p )- '^a U- zza ® � T-1 2 W gl-LL LL LL LU Z � 0 a SCALE AS NOTED PLOT DATE : 02/08/2011 VERSION NO. JOB NO: 11-0155 SHEET NO. 1X4 1/2" DRYWALL DOOR JAMB (REFER- P T TO SHT. SDW2-K1 FOR CONN. DETAILS ,.. DOOR JAMB (REFER- 1 X 4 1/2" DRYWALL TO SHT. SDW2-K1 \� FOR CONN. DETAILS _ DOOR JAMB (REFER 1 X 4 1/2" DRYWALL TO SHT. SDW2-K1 FOR CONN. DETAILS 1 X 4 C: UNACCEPTABLE INSTALLTION PROPER INSTALLATION MAX. 8 DO NOT DO THIS I #5 REBAR (TYP, ) _ 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED 1 X 4 r -1 X 4 FURRING (D / vi C F— aJ q) co 0 3-1/4" LONG X 3116"fQ � � FURRING 3/16" 0 X 3" LONG L FURRING TAPCONS 3/16" Q X 3-1/2' LONG L �% V/), ccm fk5 REBAR (TYP,) / AND NAILED W! 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD oloµ m TAPCON. INTO STAGGERED 16" 1X8 P.T. TAPCONS STAGGERED 2X8 STAGGERED @ 16" O.C. 1X8 N -I-Q.o0 An U ��/ s E'y s'd: z'•r'r1� ATTACHED WALL SHEATHING TO 2X LO BLOCK@ SPACINGPER MANUFACTURE � �� DETAIL O.C. 2 -ROWS INTO MASONRY THROUGH 1-1/211 DETAIL 2 -ROWS INTO MASONRY THROUGH 3" DETAIL ^ TD. 9W HOOK (TYP.) STD. 90 HOOK (TYP.) �--^'" IL BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED `A/ ' P P � I 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2X8 P.T. FILL SOLID - BOTHCELLS .,,SON ,:r �:�Ww�� Mfr�LL .2 0 k W V1) I1� b.i Y�.�' C '. •L O: tU L" C a —_ \= 2x BAND JOIST WI FACE NAIL METAL SEAT PLATE 10d @ TOP & BTTM CHORD, NOTE: 3/16" x 3 -1/2" 'lie TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. 3116" x 3 1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL1/1 specifications comply with the 2007 Florida Lil signed and sealed for the structural portion of Hills AND (8) FACE NAILS 10d @ LAP SHEATHING TO TRUSS VERT. WEB BOTTOM OF BAND DOOR JAMB (REFER- EACH END W/ MIN. DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR N M JOIST TYPICAL Ln TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS-----_ U - ; r FOR CONN. DETAILS FOR CONN. DETAILS j 10d @ 12" 1 X 4'd000l 7 L N �\ :•' FURRING --� C) to � CU L' IO II - T -- 2X8 P.T. WITH 3/16' X 3" +2„ 1 NOTC @ FIRST CUURSE - _ - USP HGAM10 cil 12" U.C. w/4 -SDS 1/4x1 1/2" 2X8 P.T. LONG TAPCONS 2X8 ; - SCREWS INTO BAND JOIST & 4) :3/16"x1-3/4" 2x P.T. AS REQ'D LU ii 0 STAGGERED @ 16" O.C. 4 .. 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 Oz} pn� `Z�Gc,_Q UW CV , 5^ FILLED CELL PER FOUNDATION PLAN _t jL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC @ FILLED CELL INSTALLATION("H� RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS Z J 7� SCALE: N.T.S. SS SEE TYP, 2 -STORY WALL SECTION FOR ADDL, INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TC BLOCK SECTION= A A UPLIFT CAPACITY _ 945 111 FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON (1 1/4"MIN. 1890 #FOR 2 STRAPS ' L ls[4 COURSES EMBEDMENT INTO BLK.) 114" MAX 2'-0" 8" 1 -PLY PRE-ENGINEERED TRUSS �. SOLID W/GROUT :fi if 1 X4 FURRING __ SOLID BLKG. AT TOP BTWN. y� ARCH BLKG. & BUCK - - 1/4" x 3 1/4" TAPCONS \� _ USP RT16M WI (8) NA11 NAILS & (6) a' x 24" LU BLOCK HEADER TAPCONS 1/2" DRYWALL v\ (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 12' NAILS AND _ 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4)104 NAILS INTO \ -LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION 4 �" X 1 WEDGE BOLTS 1 STRAP = 1225 O 4 a [ ( ) (2) STRAPS 2450#]) LL, , � . LU<zt�cr BRACE(S) ' - 2 x 8 BRACE/ BLKG. 7/16" OSB CUT HOLE IN O.S.B. FOR - TO BE INSTALLED -BOND BEAM OR CAST > a FOR OVERHANGS BETWEEN OVER 1 OR CONTACT ENGINEER OF RECORD FOR � , BUILT UP PLWD. BUCK -� ARCH PANEL POLY -CELL IN THIS AREA �__ -2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM FURTHER INSTRUCTIONS. • p ' ; �:?: •:'' ':: SCRIBE (NOTCH) CH) * BACKSIDE TO FIT ARCH _- (4) 1 Od NAILS INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHANG CONNECT W/ 8d NAILS — BRACE/ BLKG. N.T.S. W •' '` ' .. at: INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO2 x 8 PROVIDE TAPCON WITHIN o boa U a RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%Z' WOOD \ / INTO ARCH BLKG. PER INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -�\ 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH _ 4" MIN. OF BRACE START OF ARC 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. 10d NAILS @ 8" O.C. FOR OVERHANGS BETWEEN 3/8" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/8" - NO REPAIR REQ'D. ARCH DETAIL J SCALE: N.T.S. 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" O.C. 12 X O T + -FRygN LE TO TRUSS TOP CHORD + + -NOT - H PLYWOOD SHEATHING � rL 11-OII 51-011 "is < JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN\-_ 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED \ PER NAILING SCHEDULE \ \ ALL - '' --_.. _+ - + + -_ - + + BLOCKING AS �� -- r REQUIRED / - + TRUSS t _ .,- TO SUPPORT '' k_ SOFFIT - � INISH FLO ° D D — .� .. • • --#5 BAR f n LI J > 2 WITH x 8 BUCK - CONNECT TO BLOCK SECTION 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B -B 1/4" MAX EMBEDMENT INTO K. 2' 0" 8' BLOCK HEADER 0 SOLID BLKG. AT TOP BTWN. ARCH - (5) -12d NAILS -- \� A- r p _ 10" V ° CENTERED W/ SCALE AS NOTED PLOT DATE : 02/08/2011 VERSION NO. USP RT3A JOB NO: 11-0155 90` HQ °� IN TOP BLKG. & BUCK 2X6 TO 2X4 2X4 SYP - - D d 1 X 4 FURRING - 8d NAILS 8" O.C. AT BUCK @ ___ / EACH TRUSS=\ D KNOCKOUT/ �t CHAIR BLOCK - --- PROVIDE 2 x 8 DIAD. BRACE BTWid.- _ 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END - PROVIDE (2) MIN. _ PROVIDE 2x CONT. W/ (3) \ CONNECTOR -\ �, �- MONO FOOTING _ VERT. BRACES WHEN HGT. OF �- BRACE EXCEEDS 24" ` -- -_- LEAVE A CUT OUT IN O.S.B. ON T '�-' \ INSIDE TO ALLOW FOR INSULATION TAPCON AT EA. SIDE BUCK- (1) WITHIN 4" MIN. OF START OF ARCH 12d NAILS JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 _ SEE LINTEL SCHED. SIZE AND REINF. PER PLAN ° AND SECTION DETAILS CLEAN FILL / . [ . ° 2 x 8 VERT. BRACE(S) - �\` #2 SYP @ 24" O.C. ENTER SAT DIRT i z - TO BE INSTALLED 4'-0" MAX SEE PLAN PRECAST LINTEL < ° L STANDARD b BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE -- 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH - SEE ELEVATION °. , / ✓ U ; f . D 90` HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4'/�' WOOD FOR OVER HANG FILLED CELL - \ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS 16" O.C. MAX. OR IF MASONRY @ (MAX. 4'-0") BTWN. OSB ARCH FACES W/ (4) 11 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.ilk F' j ° ` ' „' , V V `/ .� ° v v "' I, ' + - ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS B -g ARCH DETAIL K SECTION @ENTRY L SECTION ROOF EXTENSION � M STEMWALL FOOTING REINF. PERLAN AND SIZE AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRC / FBC NOTE: IF RETROFIT PILLED 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) SETA FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR LOWER /i -- EXISTING BOND BEAM. \ D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWELREINFORC 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE 1/8". TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE SHEET D2 AND FLOOR PLAN FOR MORE INFO DRILL 3/4"X6" MIN. HOLE SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS 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 �, �, COURSES TO PREVENT THE MORTAR FROM BEING SQUEEZED" OUT. \ 1/4 EXPANSION BOLT (2 W.W.M. AT PERIMETER WHERE THIS CONDITION (1) #5 BARS CONT. STUDS & (1) - 5/8" DIA. ALL - THREAD ROD EPDXIED W/ >- , #5X6 EMBEDDED INTO E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) TOP WITH MIN. 3" OCCURS SIMPSON "SET" EPDXY MIN. z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE COVER 6 0 F F \ 5" EMBEDMENT & 3" MIN. ` ,''-� EDGE DISTANCE \\� o ¢ -FILL CELL FULL HEIGHT W/ LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ) --'-__ EXPANSION STRIP THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° — D p� D ��-� \ , \ \ o w EL NON SHRINK GROUT. A REINFORCING AS FOLLOWS: rr-rrr�rrr=rrr-= v _ SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ';;>::' - : II\III-I II_I I I=III\III, D. I I\I Irl I -III -I I \ I\I I I- \ , \ \ \ Q LL IL I- g PRESS PANEL REINFORCING INTO PLACE. ' ` ` <�` `� /� ;-::;.; 6 MIN. LAP SPLICE W/ I-II -I IF9II- D : D f - - - III -I \ I -I I. \\ v z - S �-#5X6' EMBEDDED INTO EXISTING FOOTING _ 2 #5X6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL I -I I I -I I I- �I SMOOTH. DO NO FURROW. • "- '•; ;;, : ; \ ` ` I I -III -I D'° I -III= ( _ _I ,� J FILLED CELL DRILL 3/4"X6" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT .. �; : • : - FURROW. MAINTAIN MAINTAIN UNIFORM JOINT WIDTH. '" `' 1 '" 6" MIN. LAP GRADE : D, p • ° D t \ �\ `� t _-__ -� SET BAR IN EPDXY G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. \ SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS D ° \� TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT \ ° ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL D (2) #5 REBAR. MIN. 3" \� �( TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR. * 110 mph FASTEST WIND =130 mph, 3 SEC. GUST. FRC TABLE R301.2.1.3) ) ( prA 16" MIN. COVER EA. WAY SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN *(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FBC TABLE 1606.1.6.1) - EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 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. M"11-1% E C: V) (D vi C F— aJ q) co 0 05 v o Nei E V/), ccm _0 00 O d• U �} oloµ m �LLq >r N O N -I-Q.o0 An U x w s E'y s'd: z'•r'r1� O Q LO I� 0 01 O R'0'� AkDo `A/ ' P P � I .,,SON ,:r �:�Ww�� Mfr�LL .2 0 k W V1) I1� b.i Y�.�' C '. •L O: tU L" C a Z S, 'lie To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential wiffi 2009 rovisions signed and sealed for the structural portion of Hills drawing. c� N M Z ;L- M I coV� Ln Q M O U 0 n d- ILL. 7 L N Z � � J son --� C) to � CU L' IO II ,--I 0 Qz LU ii 0 z to Wm¢W''0 U zo zz < O Oz} pn� `Z�Gc,_Q UW CV 0 Lrl U CjJ Z J 7� zLU J M to Lf) Ill LU J Lu V) LL, , � . LU<zt�cr Uo00Q > r00Lz, Q �&E Qzz W Ljj co o boa U ! w„,Ot zq w 7: 0 ¢t-oo NR11N`�'oza 0 � rL ILL < LI J > �• z 0 SCALE AS NOTED PLOT DATE : 02/08/2011 VERSION NO. 108 JOB NO: 11-0155 SHEET NO. �s required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building :omponents luted below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your ocal product Supplier- should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS CS22 FL10852 Coil Strap Tie R3300 A. SWINGING Plastpro Inc./ Nanya Plastics Distinction Fiberglass Entry Doors FL6184-R1 +65.0/-65.0 psf H10 FL10456 ThermaTru Smooth Star/Fiber-Classic FL8838-R1 +55.0/-55.0 psf FL10456 Hurricane Tie ThermaTru Smooth Star/Fiber-Classic FL12441 +47.0/-47.0 psf B. SLIDING Fla. Extruders (Milestone) Series 1000 FL8409-R3 +45.0/-45.0 psf C. SECTIONAL -Clopay Building Products Residential WindCode Doors W5 8X7 FL5675-R3 +30.0/-32.0 psf FL817-R1 HETA16 Clopay Building Products Residential WindCode Doors W5 16X7) FL5675-R3 +30.0/-30.0 psf HETA20 (used in wind speeds over 120liph) Clopay Building Products Residential WindCode Doors W6 (8X7) FL5675-R3 +37.01-41.0 psf FL11468 (used inwindspeedsover120rTh) Clopay Building Products Residential WindCode Doors W6 (16X7) FL5675-R3 +37.0/-37.0 psf Embedded Truss Anchor In jurisdictions enforcing lite IRC, hlelnflalion much comply Amarr Garage Doors Model #500 Classico (8x7) FL5427-R2 +40.1/-47.4 psf (soffits). 110 mph (49 alis) in Exposure B, and dues not exceed 90 Amarr Garage Doors Model #500 Classica (16x7) FL5427-R2 +38.4/-43.7 psf FL820-R2 HTS20 Amarr Garage Doors Model #600 Stratford (8x7) FL5302-R1 +40.1/-47.4 psf HTT16 FL11496 Amarr Garage Doors Model #600 Stratford (16x7) FL5302-R1 +38.4/-43.7 psf D. OTH ER HTT22 FL821-R1 HUS410 FL10531 Joist Hanger HUS410 FL821-R1 HUS412 FL10531 Joist Hanger 2. WINDOWS HUSC410 FL10655 Joist Hanger A. SINGLE HUNG Fla. Extruders(Milestone)- Milestone Series 1000 SH Std -Sill FL9262-R2 +45.01 45.0 psf B. HORIZONTAL SLIDER Fla. Extruders (Milestone) Milestone Series 1000 Horizontal Slider FL9236-R2 +45.0/-45.0 psf C. FIXED Fla. Extruders (Milestone) Milestone Series 1000 Fixed FL9242-R2 +45.01-45.0 psf D. MULLION Fla. Extruders (Milestone) FE5709/5710/5711/5712/5713/5714/5718 FE5700/5701 /5702/5703/5704/5705/5717 FL3136-R3 N/A E. OTHER LSSU28 FL10447 Slopable/Skewable Hanger LSTA12 FL10852 Strap Tie L5TA12 FL816-R1 3. PANEL WALL Strap Tie LSTA18 FL816-R1 LSTA30 A. SIDING Alside Coventry Vinyl Siding FL12'103 +86.51-86.5 psf B. SOFFITS Kaycan Ltd. 12"/16" Vented Soffit FL12'199 +70.0/-70.0 psf C. OTH ER LTS16 FL10456 Twist Strap LTVV16 FL820-R2 LTS18 FL10456 Twist Strap LTVV18 FL820-R2 4. ROOFING PRODUCTS Twist Strap LTW20 FL820-R2 LTT19 A. ASPHALT SHINGLES Certain Teed Corporation CT20 (arid AR), Landmark 30/40 (and AR), XT25 (and AR), XT30 (and AR) FL5444-R2 N/A B. UNDERLAYMENTS FL822-R1 LUS26 FL10655 Joist Hanger C. ROOFING FASTENERS LUS414 FL10655 Joist Hanger JUS414 D. ROOF VENTILATORS SOLltheastern Metal Weather Vent FL11024 N/A META22 FL11473 Florida Metal Products, Inc Vent RV10 FL2075-R4 N/A E. ROOFING TILES MUGT-15 FL11910 MST48 FL10852 F. ROOF TILE ADHESIVE FL822-R1 MST60 FL10852 Strap Tie G. OTHER MSTAM36 FL11473 Strap Tie for Masonry MTS12 FL10456 Twist Strap MTW12 FL820-R2 5. SHUTTERS Twist Strap MTW16 FL820-R2 MTS18 A. STORM PANELS Metal Tech, Inc Galvanized Steel Storm Panels FL722-R2 +103.0/-103.0 psf Twist Strap MTW20 Alufab Galvanized Steel Storm Panels FL4804-R2 +104.0/-104.0 psf MTW30 FL820-R2 Tension Tie MT327B 6. STRUCTURAL FL11476 Foundation Strap TA51 FL816-R1 SPI COMPONENTS Stud Plate Tie SPT22 FL817-R1 SP2 A. WOOD CONNECTORS/ Simpson Strong -Tie FL817-R1 see chart FL10456 Stud Plate Tie ANCHORS USP StrtlCtural Conn. U24 see chart Face Mount Joist Hanger 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 ]-Joists ALLJOIST FL1645-R2 N/A D. MATERIAL FECP Corp. (Cast -Crete) High Strength Concrete Lintels FL158-R3 N/A Wekiwa CP Pre -cast and Pre -Stressed Lintels FL1418-R2 N/A Lott's CP Lintel FL12045 N/A Commercial CP Precast & Prestressed Engineered Conc. Lintels FL1774-R2 N/A Powers Steel, Inc. lPower Box Lintels FL6264-R1 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite-, 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE Simpson & USP Cross Over Chart with Produ-ct Approval Numbers Florida Product Simpson n Produc p USP Product Approval vol Description pp Product Des�rlption Number Number A34 FL10446 Framing Anchor MP -1 Florida Florida Product Approval Number FL822-R1 ABU44 FL10849 Adjustable Post Base PAU44 FL569-R3 CS22 FL10852 Coil Strap Tie R3300 FL822-R1 H3 FL10456 Hurricane Tie (802) 848-7010 and this report, this report shall govern. A copy of the H10 FL10456 Hurricane Tie RT16 FL565-R3 H2.5 FL10456 Hurricane Tie RT7 FL565-R3 H6 FL10456 Hurricane Tie LFTA6 FL820-R2 HCP2 FL10447 Hip Corner Plate Connector HHCP2 FL817-R1 HDQ8-SDS3 FL10441 Holddown UPHD8 FL817-R1 HETA16 FL11473 Embedded Truss Anchor HTA16 FL821-R1 HETA20 FL11473 Embedded Truss Anchor HTA20 FL821-R1 HGUS210-2 FL11468 Truss Hanger THDH210-2 FL821-R1 HHETA40 FL11473 Embedded Truss Anchor In jurisdictions enforcing lite IRC, hlelnflalion much comply Kaycan PVC Sliding is used as an exterior veneur and as HSUR/L410 FL10655 Heavy Skewed U Hanger (soffits). 110 mph (49 alis) in Exposure B, and dues not exceed 90 HTS16 FL10456 Heavy Truss Strap HTW16 FL820-R2 HTS20 FL10456 Heavy Truss Strap HTW20 FL820-R2 HTT16 FL11496 HD/Tension Tie HTT16 FL821-R1 HTT22 FL11496 HD/Tension Tie HTT22 FL821-R1 HUS410 FL10531 Joist Hanger HUS410 FL821-R1 HUS412 FL10531 Joist Hanger HUS412 FL821-R1 HUSC410 FL10655 Joist Hanger HUSC412 FL10655 Joist Hanger ITT FL10667 TF I -Joist Hanger THO FL815-R1 IUT FL10531 I -Joist Hanger THF FL815-R1 LGT2 FL11470 Light Girder Tiedown LUGT2 FL817-R1 LSSU210-2 FL10447 Slopable/Skewable Hanger LSSH31 FL816-R1 LSSU28 FL10447 Slopable/Skewable Hanger LSTA12 FL10852 Strap Tie L5TA12 FL816-R1 LSTA18 FL10852 Strap Tie LSTA18 FL816-R1 LSTA30 FL10852 Strap Tie LSTA30 FL816-R1 LSTA36 FL10852 Strap Tie LSTA36 FL816-R1 LTS12 FL10456 Twist Strap LTM 2 FL820-R2 LTS16 FL10456 Twist Strap LTVV16 FL820-R2 LTS18 FL10456 Twist Strap LTVV18 FL820-R2 LTS20 FL10456 Twist Strap LTW20 FL820-R2 LTT19 FL11496 Tension Tie LTS19 FL822-R1 LTT20B FL11496 Tension Tie LTS20B FL822-R1 LUS26 FL10655 Joist Hanger JUS26 FL821-R1 LUS414 FL10655 Joist Hanger JUS414 FL821-R1 MBHA3.56/11.88 FL10866 Masonry Beam Hanger NFM35X1178U FL578-R2 META22 FL11473 Embedded Truss Anchor HTA24-18 FL859-R1 MGT FL11470 Medium Girder Tiedown MUGT-15 FL11910 MST48 FL10852 Strap Tie KST248 FL822-R1 MST60 FL10852 Strap Tie KST260 FL822-R1 MSTAM36 FL11473 Strap Tie for Masonry MTS12 FL10456 Twist Strap MTW12 FL820-R2 MTS16 FL10456 Twist Strap MTW16 FL820-R2 MTS18 FL10456 Twist Strap MTW18 FL820-R2 MT320 FL10456 Twist Strap MTW20 FL820-R2 MTS30 FL10456 Twist Strap MTW30 FL820-R2 Tension Tie MT327B FL822-R1 PA51 FL11476 Foundation Strap TA51 FL816-R1 SPI FL10456 Stud Plate Tie SPT22 FL817-R1 SP2 FL10456 Stud Plate Tie SPT24 FL817-R1 SP4 FL10456 Stud Plate Tie SPT4 FL821-R1 U24 FL10655 Face Mount Joist Hanger ET FL11506 Epoxy HD Titen FL2355-R3 Titen Anchor .... - 711- M-3747 -- . - 747F"717.546-03511 - •. , HR Engineering, Inc. HR Engineering, Inc. 1418 E. Market St Suite t-3 14'18 E. Market St„ SUitQ 5 - York, PA 17403 York, PA 17403 1 January 200'7 Nick'Cllorrpsun,.PraductManager, SidingtI4W� Pts Associated Material„ LLC 3773 _Stale Rolid "Cod fierman, P.E„ Adlnulistrator; C:uyahol;aF'a11a1 Ohio 44243 Florida Auilding Cbdc C'afnfuissit,lrr Tedi &itnan and ;\ssooiatca>.1 LC. RE! 1,tol.ida Lvaluatiou, C;ovcntry Vinyl Siding; F8C2007 J725 -11s" Shrei'l. Supe 104 w- Nlian'ii Beach, Florida 33140 Ucar Mr. UlLfalpson; Tho following As ociated Matrrlals viii -vi siding, product; Coventry has been tested and imialyzed in Conformance. with ASTM Q 3079-05 as requued by F1ottda Building Code 20117, pialagraphs 1,104.9 and 1405,13 plu _ FIg1idiL Residential COdc 2007, paragraph, /03.11 Structural testingto ASTM D 5206,'*is required by ASTM D 3679, was done at Architectural Testing, Inc. and is reported in 7:1945.01-109-40 and 82537.01-109-40. 1E,gtinn ,vas done: for Alsid(% Inc.. wilich i5 owned by A soniated Nfaterials, LLC'., C Q"ut3y virtyl sitting is produced in 5 eolffioulations, Double 5", Double 5" Dutchkap, Uoubte 4", GiulLle 4" D:utclllap, imd lliple 3"; 411 wills :t thickness of 0.042" A sttengthening'featufe of this product iv that it has a "rolled wise nail licrh', vehich €ornis a double thickness at th_nail horn oLdgc. 1 Iu1ve")3elrorrrfcd 1 col lbination of ratio uol and Comparative analys,o,.s ori this product, whiQ4-'1ndtudiGsi the mandatory requirouino(s of Atmex A1.2.1in ASTNI D 3679 Sig" lnstall4ll6tl rft;t?St b(: over 1l<Y rrtirtirinrn mailable sheathing or !i`t" minimum: plywood. Installaflon-fasteners must be roofinu; nails with 3/8" dlanieter head, 118" diameter shank,, outlt rmninprin length of 1-5/ the ;plowable dcsiyp wind pr'erisive5 for .aft ,z Goofigraratton:. including Double 5", )(ju,ttle 5" Dutchlap, Doublo 4", Dwjble 4" Dutc)11tlp add:. -Triple 3" 'are +f-173 psf for 8" stud spacing, +1-j 15.3 psf for 12" stunt spaC(fl 4ud,44.86,5 psf €oP 16" .stud spacing. In ordru to achieve these pressures, all a stuff# Rapsi t1aVu mails-bathem and all nails nitrstblo it, studs. The abuv,s values eau bs ,,cwwpafed directly to the reeluirQd wind loads in Chapter 16 of tho Florid t ,BL lilding Code. L trust that this infol m adon is sufficient for the project ni,cri's. If there ale ally rluestiotus tbot"t this 1epalt, of- 1f lulyft4qR idditionu?1 is required please Sincerely yours; lllen IN. Reeves, P. E. v, Shuoural FngiuQui: tl 1tUaDr Utorida License No, 19354 Cc: 09010 J05 r cv - rrl. , f... RE;: Certificati ll,of (hdepunrlcnee Deer Nit. 13crinan; Installing soffit and fascia Please note: Although vinyl sof t'u are manufactured with the same exacting standards as all vinyl products; UV [fit ibituls are not added to the vinyl formulation as soffits are flat wpusnd to direct sunlight. For this reason, vertical or horizontal installation of soffits nr nvullsisnotrernnunrn r de J and cannot be guaranteed. U< , nL.d. J Installing trim Option A When fascia is a1 red w Ithout exposed naIlia! With opus Cave: ., c ecwe F•chauuel to the exterior of the fascia with the top leg resting against the boltonl of the board. Sccue F -channel on wall, level with the Fehannel on the fascia. With closed Cave: Use a bchannel in place of the F -channel it ilia wall. Secure all channels every 12" on center, In center of nail slots. Installing trim - Option B When soffit only is applied, or'vhen fascia panel Is secured to underside of wood fascia. With open eave: Secure F -channel to the wall and to the inside of the fascia board, level wiU1 each other. Cul out back u[ channel to fit around rafters, If needed. Will closed eavo: Substitute J-chunnels for the F -channels. Secure all channels in [lie center of the nail sluts, 12" on center. Installing soffit 1. Measure the distance between the inside of the inside and outside trims. Allow 1/4' per side for expansion and cut the panels to length. Inert panels into trinhs-. For eaves ever 18 In width, you will need to install intermediate nailing supports to keep the soffit from sagging 2. Interlock panels as you would vertical tiding. Closed solrit can be secured every 12 ort center. J. When fascia panel is not being applied, use an F•channol or J -channel at comers of the overhang to properly finish the installation. 4. When solfiU meet at a corner, the Joint can either he diagonal (Inilcrcd) or square (both Illuslrated). Both ❑ ulhods are made with Jbchannel or i f -channel. taste ak.mra7,n a.da i c,L't •n;tU.'� Option A - - t,l iia s i ( i•. j -Chao I..hzn,9: Writ N411' Cplion d ---- P'"f Diagonal trim use < r , xaiYlt�*✓�'� Straight trim use lchyp�,, ItAwmd �Id�tt\7t /\ 0 !� r ry t Af Syr �4 KAYCAN'" ICC -ES Evaluation Report ESR -1495 Reissued November 1, 2006 Itis report is subject to re-exandtialion in two years. www,icc-es.org ](800)423-658'1 1(562)699-0543 A Subsidiary of 1ha (nterriallonal Code CounciN DIVISION: 07-11TERMAL AND MOISTURE PROTECTION 4.0 INSTALLATION Section: 07460- Siding 4.1 General: REPORT HOLDER: Installation of the siding, including lila panels, turners, starter Dcuble 4 Inch Hur z-1,Il Uulch Lap strips, trim arid other accessory items, shall be fn accordance KAYCAN LTD. with the manufacturers published Installation instruction;, the ONE MEMORIAL DRIVE applicable code and this report. In the event of a conflict RICHFORD, VERMONT 05476 behveun the uhanufaulurer's published installation instructions (802) 848-7010 and this report, this report shall govern. A copy of the www,kaycaii.com manufacturors published installation instructions shall be on Uouhlc 5 inch Vouc.Il the job5ite at all times during Installation. EVALUATION SUBJECT: Solid sheathing and a water -resistive barrier Oi dl be 12•.0" provided behind tile siding, as required by the applicable KAYCAN PVC SIDING code. 1.0 EVALUATION SCOPE N,(1 ellu.valllrl wind loads are a4 hilted in Ula presl:llptive requirements of the applicable Codd. Seo Section 4.2 for compliance with the following codes- applications in excess: or the prescriptive requirements or Plauuum Sorien U-4 vdhow the applicable code dues not provide prescriptive a 2000 In1wrialional building CoduP (IBC) requirements. 2UU61nfomationalResfdenfialCode* (IRC) 4.2 WindReslslace: = 1991 Uniform building Code'" (UBC) Design wind pressures must be determined hl accordance 1y_ 0• with Chapter 16 of the IBC, SBC, UDC or BNUC or Section BOLA° National U01diny Codo/19g9 (UNBC) 301.2.1.1 of the IRC. In areas whcro the Uodo wind speed (3- 1999 Standard Budding Codo°(SBC) second gust do not uxcood 100 mph (45 m!s) LSU milds per 12'- 0• hour (36 ods) (fastest mile) under the UBC), and the building Properties evaluated: height is less than or equal to 4U feet (12 192 mrn) in Exterior veneer Exposure C areas, installation must comply vrith the prescriptive requirements of INC Section 1405.13, BNBC r Wind resistance Section 1406.3.3, SBC Section 1.103.9 or UBC Section 14U5, Vented 10" - as applicable. 2.0 USES In jurisdictions enforcing lite IRC, hlelnflalion much comply Kaycan PVC Sliding is used as an exterior veneur and as with the prescriptive requirements of IRC Section 8703:1 for closurematerial rn lh0 underside of exterior four eaves awaswhoro lhubasiewind speed (3 -second yust)(s less tYlan (soffits). 110 mph (49 alis) in Exposure B, and dues not exceed 90 Quud,vpl0 4 inch Pedorated Sort rnph (40 anis) in Exposure C or 85 mph (37 n1/s) in Exposure 3.0 DESCRIPTION D. For applications fit excess oftheprescriptive mqulrements, Kaycan PVC Siding is horizontal and vurlical lap siding and the design must be in accordance with IRC Section soffls manufactured from rigid poiyvinyl chloride (PVC) R301.2.1.1. conforming to the requirements of A61'M D 3679. The siding For applications in excoss of rho prescriptive requtionlonls, 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 UBC) when available in various colors with matching trim, corners, and attached to a coda-conlplying, minimum 'la inch -thick (10 starter strips. rho panel, are if minimum of 0.040 Inch ( I rum) nun), slrucauaFraled OSB sheathing. Tile siding shall be thick. Lengths range from 10 to 12.5 feet (3048 to 3810 mm), attached with O. -inch -long (38 mm), ala inch -diameter -head Panels are formed with an upper edge having nail slots and a (10 turn), '/,- inch -diameter -shank (3 trial), runo --ion-resistant lower churl that hooks Into the upperedge ofthe lower course. roofing calls spaced 6 inches (152 Trim) on center. The The siding is produced in different proti:cs as describer) in structural sheathing and frarning to which the siding Is Table 1 of this report. allachud are outside the scope of this report. S rN* d r ! n Ir ryby 7cC'Cnr/bnr;a,7 I o.'y„ars �.1,..7,t.e, ,u : 0""'Iy" ! - Nmy/Lu Lny'or vrL<r,,,n•n�in r, apa+t o+,+:r ,yp+v,. ,cr zv u<rl br rl+e,epon 61 ieraw-, Coppi9hl 92000 r m z Fax 717-846.0355 22 January. 30iN Ll confOnuanee with Rule 9R-72,110 F.A.C. "Criteria foe Cilailication of Ind r ' c e tela ace' 1 u'f r h t w 1' t 1 p offur the oIIJ 1 rt. Ian a ldgrslcrcd pt �teslonal crigineur in the state of Clortd . with IiCpnso number 19154. I work to a two person consults lty lructuril enginr 6r'1'ng (Inin, " IR Logineering, Inc.", r.7f which I ain iholnt iority owner, In Illy work perkiaftniny, an evaluation, t oto not have, nor tvrill I acquits, a financial illtere;.f in rtny o.ompanyn,auufaquarinn, of diAlibuting ploductc'for which che.reports firs being issued= - In illy Work perfofraiug an evalwifloll, 1 Ito nD1 have, nor will 10.equire, a financial interest in tiny other.eutily involved Jul the approval process of thr. pluduc't. .1 trust that this t- sufficient for the (a'loridu. building Cello Conunissloil's requital{lerus.- If the)'e alle anx.elueshous about r11i1 nit ficafiou of iudepel denc.9s oC if anything additional is requ.ifrd, pL!. advise ate.. Sincerely yours; HR Ellghleertpg, 111c. 6U&_1 i... /C. - Melt N, Rl -,Qv s, P-1. Chief Fflguiecl �1NIttarlr Cc': v5;i ill2d Materials, LLC 0901000 Installing soffit and fascia Installing fascia I. Install an undersill trim at he lop er the fascia boald. 2, k1 easure distance from U the o bottom of lI)e F -charm el to the top of the and i II Will, and then subtract 114" fur clearance. Cut panel to width 3. Petrofina Ute cut edge using snap -lock punch opproxinlatCly every 8", onsuring the 'tabs' face outward. 4. Hook the leg of the fascia panel Liver the F -channel, and snap the tabs into the undersill trim. If soffit is not being Installed, hook the fascia directly over the fascia board. An alfemative to snap -lock punch attachment is to sl;de the, lop of the fascia behind metal li . a d p edge. Overlapping fascia I. overlap fascia by cutting file bettor,, edge of the undcdaying panel, leaving a 1 112" lab to be inserted isle uvedapping panel. 2.Owilap 314' (half the distance of the notch). Capping fascia To make comer caps, cut a piece of vinyl fru 1 that is 611'," long. 1. Mark he vertical ceulerline on the back of life piece. 2. Cut a 90' section of the bottom flange tom Ina center, leaving a 45' angle on either side. 3. Use a hand seamen or metal straightedgo to (old fascia piece along vertical centerline to stake a right-angled corner. 4. Using a snap -lock punch, make lib° 'ust below the Iodo � f U uz- rulSnllGm Fascia Installation ,,,,lel Fascia overlapping uta f u r U011,11 el 8JUVrl per t c f�i'giw "° fate outward Install rOfrlef Cap by Dcuble 4 Inch Hur z-1,Il Uulch Lap 12' • 6" lkc•-•�- Double 4 inch Horizontal tt Iwkinthetuin uver (lie existing 7c 1?• _ 0" `- Yk Double 5 inch Horizontal Dutch Lep Felon aridna iglu (]tot) loI wove Uouhlc 5 inch Vouc.Il Sr Vtld191dV 12•.0" �7�itxl�}nf � 95 1g• _ 6"-' 0 a Park Level Ilhit Ocean Pnrk Cuvu Uoublu 4.5inch HO limulal Plauuum Sorien U-4 Double 4 1-1, Holizontul J p e u 0 le carrier cap, making sure that labs r U011,11 el 8JUVrl per t c f�i'giw "° fate outward Install rOfrlef Cap by Dcuble 4 Inch Hur z-1,Il Uulch Lap 12' • 6" EtE Double 4 inch Horizontal tt Iwkinthetuin uver (lie existing 7c 1?• _ 0" `- Yk Double 5 inch Horizontal Dutch Lep Felon aridna iglu (]tot) loI n 1,% Uouhlc 5 inch Vouc.Il Sr Fascia Capping Fascia edge into lie undefstl trim. 12•.0" Newport_ sinulu W1 hhch I lorizootal 1g• _ 6"-' 0 a Park Level Uuublu 4.5 inch Horizonhll p� uW+.YVaaL,rLJ`' KAYCAN'" ESR -14051 Most Widoly Acceptedarid trusted Mind lusiclance of the solfil panels is outside the scope of this report. 5.0 CONDITIONS OF USE Thu Kaycan I'VC Siding described in this report coleplleswilh, or Is a sultable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to file following of diliuns: 5.1 'rhe siding Is limped to inslallalions on buildings of r ype V -U (IBC), Typo 5B (BNBC), Type VI (SBC), and Typo V -N (UBC,') construction, and to construction permitted by tho IRC, as applicable. 5.2 1 he exterior walls ;hall be braced or sheathod to resist racking leads with approved materials in accordanco .with of the applicable code. 5.3 The tiding shall be Installed only on exterior walls over solid sheathing capable of rosisting design wind pressures both positive and negative. The sheathing shall be covered with a water-resistivo barrier, as required by the applicable codo- Page 2 of 2 5.4 The siding is manufactured in Richford, Vecnont, under a quality control program with inspections by Architectural Testing Inc. (AA -676). EA EVIDENCE SUBMITTED 6.1 Manufacturers published installaliou instruutions. 6.2 Uata in accordance ',with the ICC; ES Evaluation Guideline for Vinyl Siding (AC31), dated October 2008, 6.3 Quality documentation in accurdance with the Acceptance Ofthuria for Quality Documentation (AC 10). 7.0 IDENTIFICATION Thu Kaycan PVC Siding desenbed In this report Shall be Identified by a stamp beads g the Kaycan Ltd. flame and/or trademark, the product type, the statement "Confnnns to ASTM specification D 3679," the statornont"Conforms to UBC Standard 14-2', the nan)e of the inspection agency (Architectural Testing, Inc.), and the evaluation report number (GSR -1406). TABLE 1-KAYCAN PVC SIDING MODEL PROFILE U011,11 el 8JUVrl Singlu 7 incl Vertiurl _LENGTH 101-01 0'-0"UA UAA-ni Dcuble 4 Inch Hur z-1,Il Uulch Lap 12' • 6" D-4 Mat yui; Double 4 inch Horizontal D-5 Confess- Double 5 inch Horizontal 1?• _ 0" `- D-5 Elegance Double 5 inch Horizontal Dutch Lep 12-_ 0" _ 0-5 Vertical Uouhlc 5 inch Vouc.Il Lcnis tun Uoublu •1.5 inch Helizerltal 12•.0" Newport_ sinulu W1 hhch I lorizootal 1g• _ 6"-' 0 a Park Level Uuublu 4.5 inch Horizonhll Ocean Pnrk Cuvu Uoublu 4.5inch HO limulal Plauuum Sorien U-4 Double 4 1-1, Holizontul Ca PlaUnurn Series D4 Dutch Lap 0-lub •I inch Horizoolal Dutch Lep 12' - 6" Flatinum 3,11-3 r-3 - Triple 3 inch Horizontal 1y_ 0• Preva Uoublu 4.5 inch He,imWul 12, Ill 8imf a Uuu bl a 4.5 Hudzc' l cl 12'- 0• T-3 Classic frlplc 3111th Horizontal Dutch Wp 12'.0" T-3 Husizor tel Triple 3 het, I l.d-ntal Vented 6' Double 4 inch Pelf.wWd 5o0it Vented 10" - Double 5 inch Pedor.Wd Soail 12'. 0" solid 10" Double 3 inch Solid "Soffit 12,.0" CCWbr Vented 12"iSulid 12" _ Triple a inch PoNaily Pedorated soffit 12•.6^ Vented 16" Quud,vpl0 4 inch Pedorated Sort 12•. 0" 1b_ Quadruple 4 inch Solid "-flit ICC EVALUATION SERVICE, INC. P*- Evaluacc 0 Inform • ProuccI Office• 5360 W,:rkmm Milt Road - Whkuer, CA 9e601(562) 699 0543 phvnc - (562) 695.4694 4,.e Certification of Independence for Evaluation ICC Evaluation Service, Inc. (1) ICC Evaluation Service, Inc., does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products for which evaluations are issued. (2) ICC Evaluation Service, Inc., is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. (3) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial interest in any company manufacturing or distributing products for which reports are being issued. (4) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. ;04 44 , n Noss" -President ICC Evaluation Service, Inc. tl.,, ,..uRsi��>I Olnc<. 11c4 Wr,<1,,,>n SMI R•,sJ wh rrcr, C,Ifm,. a <06Ut � I)atf d49D31J www.,�i n.erg R, clonal erha. - 900 M, ­ chi, R -J. 3u,, A. Or ni,ibaen, N>ba ria n.'11 . ,7091 999.9500 R< 1l 1 0167 • 4011 Wv", Fwun„.. R,.>J. Ca9n„r Clob H Ili 111 1., a x,:479 11001 199.7105 E Z W J 11 o =� U 2 a) 0-- (CS n 1 C/1 ill p O L Ca Q 0 LL o AU) N 0 Q- I-- U) E Z W J 11 SHEET N0. PA 1.0 1 L y SHEET N0. PA 1.0 Technl,,l Reprecentative Address/Phone/Email QLWIRY Assurance Representative_ Address/Phone/Ernall Category - - s' 7� 1' 41 �&[L, ir': ply i I ! 'C !m'E I C �( � 1 t $jitllN7hIVIF W C ! 4 W. fVS " �' MR; Fr r } 4""t t E fit utI Ytdli 'x3 H d-1 -.. 'jk �9 I Description _ _.- Y ';i 4 r_ x':' r_, V , j Swinging Exterior I ASSCIOU11e5 p `'.�'11J' � i@ t, !jj y� - Y9 "t?a i ` !f p if t �' CulilplianCe hlethad 1rs Flbcrgiass Uoor ___._r f I a p �yEfl � �_ s�,. {a � I +1 I t I a '3tt��-�-�'-� .. .�iv�:�rrSs Installation Instructions .Y Y J' - w 7 tl✓.' d .. N t "Y'S 4".' hru,u�rWusuAiM�i.e'i t�h+bnw.��.1dm«r..i�.i)nw`l,ra..8.i'.Jil _ I Hutrouki• tu0,,tcldola 1W oI`ccli( /u'Aceial.I ILC:btarI LRU;: Moobi,: :,culchl Created by Independent Third Party: Yes �Product Approval uSeR-tvb<Utcr El=ClsncincLagIn)u:crltcy:LaLan a ,'IGS+nverauv„u.tsa Evaluation Reports Other: See INST 6184.1 for DeslOn Pressure Ratings, any Florida License 1rS1,LLSLI21rlA21U1U • FL'L_._LJ.`_L_______1_ � :0.63!'4 N Quallty Assurance Entity National Accreditation and Management Institute L1 �� J �iF�fftA:ryr FL i! v FLG 10.1 -HS 12/31/2012 Approved far... in HVHZ: No I. _..611 Application Type I"'llr._ ` Code Version RUv i alt 200'7 Uy: Lyndon F. Schmidt, P.E. 43403 L.^9ni7tt Application Status Approved Cur llflca[e 01` lndvpendence FL-r7g-rij__U_r01 CERT OF INDEPENDENCERdf - Comments `r- Referenced Standard and Year (of Standard) Standard Y ­ a:'ii,: A•r ('d Archl'aed iC, 1997 Utiler; See INST 6104.2 for Deslgn Pressure Ratings, any Product hlanuticturer Flustpro Inc. / Nanya Plastics Carp. ASTM E1886/E1996 Adds QssJPhone/Ernall 32UO W CENTURY BLVD. ASTM E330 2002 Distinction Series LOS ANGELES, CA 900.15 1994 Deign Pietism.; N/A (XO or OX) The Sldelite Glazing Installed Utilizing the lip ('4'40)969-9'/73Ex! 16 •1 Ah _yAL6-U- FL6 1 1 y-i..cwu . ,. It Uta Screw Frame. Limits &U.. renxonnvllydpl-lpr oille.com for use in HVIIZ: o Approved H FL6184 RI II INST 63043,udl Auth.d.cad Slgneture Rnn O'Connell Impact K`li ant: 'res Created by Independent Third Party: Yes Design Pressure: 1`04. tuna..... ell'Lp"Ustpr u irC.co,n Technl,,l Reprecentative Address/Phone/Email QLWIRY Assurance Representative_ Address/Phone/Ernall Category Exterior Doors I Description _ _.- SLULcalegory Swinging Exterior I ASSCIOU11e5 Up to TO X 6'0 Opaque Single (X) Inswing or Outswing CulilplianCe hlethad Evaluauen Report from a Florida RegiAorud ACh,Lact of . Licensed Flbcrgiass Uoor ___._r Florida Pfa_ssiamdEnginocr Installation Instructions Approved faruse in MVHC: Plo 1`f Evaluation Report• Hardcopy Received Approved far use outside HVHZ: Yes Florida Engineer or Architect Name who developed Lyndon F. Schmidt Created by Independent Third Party: Yes the Evaluation Report Evaluation Reports Other: See INST 6184.1 for DeslOn Pressure Ratings, any Florida License PE -113409 Create) b Independent ndon, Third Party:Yes Y P Quallty Assurance Entity National Accreditation and Management Institute W 6184.2 Quality A„uranco Contract Ex Plraoon Date 12/31/2012 Approved far... in HVHZ: No Validated By Ryan 3. King, P.E. Uy: Lyndon F. Schmidt, P.E. 43403 17, Valuation Checklist - Hardcopy Received Linins .(Use Cur llflca[e 01` lndvpendence FL-r7g-rij__U_r01 CERT OF INDEPENDENCERdf FL6184 hl 11 IN T G1A9.2,Mr Referenced Standard and Year (of Standard) Standard Y ­ Created by Independent third Party: Yes 1111S. 2 1997 Utiler; See INST 6104.2 for Deslgn Pressure Ratings, any 10117.5.2/NAFS- 2002 Created by Independent Third Patty: Yes ASTM E1886/E1996 2002 FL -0104.2 r ardin sli=p,= rotection' Uranin No. a q 0 P •) 9�� ASTM E330 2002 Distinction Series TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Subrnrtted 10/03/2003 DatO Validated 11)/u6/2uuu Data Pending FBC Approval 10/19/2008 Date Approved 12/10/200:3 5 ...... ,ny f Ill.do.Ll FL A Modol, Nun,Uer or Nan.. _ I Description _ _.- _ - 6184.1 a. Distinction Series Up to TO X 6'0 Opaque Single (X) Inswing or Outswing Impact R.A.tant Yes Created by Independent Third Party: Yes Flbcrgiass Uoor ___._r _ .. -. .- li... ita of Use Installation Instructions Approved faruse in MVHC: Plo IRI_ry-1IST_@1&S.i.gdf Approved far use outside HVHZ: Yes Verified 0 : Lyndon F. Schmidt P.E. 43409 Ver e y y Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6184.1 for DeslOn Pressure Ratings, any F1_61C4 RI A[ cVAL 61&1,! 01' Installation uutruclions and Uddlllonal use Ilmltations ns, Create) b Independent ndon, Third Party:Yes Y P product particular _._ --- --__ FLOUJU-It1 W 6184.2 b. DISNnction Serres Up to 3-0 X 6-0 Opaque Fiberglass Single Door with Sh eilta Approved far... in HVHZ: No IL6134 RI 11 Ifr,T 61114.6.pdf (XO ur OX) The Sidelite Glazing Installed UL Ilzing If,. Stop Uy: Lyndon F. Schmidt, P.E. 43403 Fran,=. Linins .(Use Installation lnct t ons Approved for use fn H`JHZ: No FL6184 hl 11 IN T G1A9.2,Mr Approved for use on.tsid. IIVIIL: Yes Verined By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent third Party: Yes UeOU,I Pressure: N/A Ew....I,,, Reports Utiler; See INST 6104.2 for Deslgn Pressure Ratings, any FL171d4 Rl AE EVAL 6164 2..Lij addltlotiel use limitations, instillatwu irutructluns and Created by Independent Third Patty: Yes product particulars- (I'Sen General Note 3 sheet 1 of h t Ir t o, t stluction, FL -0104.2 r ardin sli=p,= rotection' Uranin No. a q 0 P •) 9�� FL6183, ,k II INST 6184"/)7tj,f 61643c. Distinction Series Up to 3'U x 6'6 Opaque Fiberglas Siugl. Dour wRh Sldehte Created by Independent Third party: Yes Deign Pietism.; N/A (XO or OX) The Sldelite Glazing Installed Utilizing the lip - r Iia m s un 1`''T `4./ for Ues,r n Pr essU tl [ Uthcr. See INST 613 J 9 Y •1 Ah _yAL6-U- FL6 1 1 y-i..cwu . ,. It Uta Screw Frame. Limits &U.. Installation Instructions for use in HVIIZ: o Approved H FL6184 RI II INST 63043,udl Approved fur I—..Uidc HVHZ: 'les Verified BY: Lyndon F. Schmidt, P.E. 43409 Impact K`li ant: 'res Created by Independent Third Party: Yes Design Pressure: 1`04. Evaluation R. ortz P other: See JUST 6164.3 for Uesign Pr="suns Ratings, any FL6l U4 R1 AE EVAL 6184.3.adf additional Lite IInV[atlons, Installation In,t ructions and Created 6 Inde endent Third Party: Yes Y p f product particulars. (" "See General Note 3 sheet 1 of Approved for u.o vut.ide IIVIIL: Yes Urarnllg No. FL -6184.3 reyading sWallte protections'") Impact Rasi,tanH Yes G104.•1 J. OIsti nctlon series W_ Up to 3.0 x 6'B Opaque Flbergl.a:: ;Ing(.: Door with Evulunlio l R ln,nU Sldelites (OXO) The Sidellte, Glazing Installed UI lite FL6184 RS AE EVAL 6184.8.udf "na Frame. p Li "Ill, of Use ____- _-""__..._..- _-__ -- npPra veil for woI,, HVHZ: NO Approved for usu mt/aida IIVIIZ: YesY PP Impact Resi.tanU Yes P Installation Instructions -- - -_----�•� FL610•i RI. lL 1L91-G144.4.pdf F. ' hnno P. . 43409 Verified 0. L' Lyndon Sc t E ✓ Independent tuJ Jrl es Guided b Y Y P DsrUt Prc.:c• h1/A other: Sea INST 6104,1 for Design Pressure RatinU;, any Instructions a Id r ,Ian Itatlmps I lstallal on I additional atY Evluation Repel ts FI,§IjQ4_ R t AE EVAL 6 L 114 A Ruf Created Third Party: Yes r=aced U Inde endent / p product particala s (" *See rn neral Note J :beet 1 of meet the Impact resistant requirement for windborle Drawing Nu. FL•G 104.4 regarding sldellta Protections •) 5675.53 V n r illnctlU O'not; 6184.5 e. J U lu 3'0 x G '8 U J, re FILer, Iasis !;!,lure Door will, P p l 1 - �I n' sl Illza [he 1 Slu.htas UXU 'fire Sidclit. Glazing t ,t Icd JI ( ) 9 9 54A, 94, 42, 40, 426, 483, 4RST, WINDCODCO) W6 Garage Door with Optional Impact. LI Lite Screw FI'ane. P Lhn,ts ofUse Installuliun lustructiurrs APP:, d for use in IIVIIL: No FI,6184 RI 11 rl' T 61.04.5,pdf Approved for use outside HVHZ: 'fes Verified By: Lynda F. Schmidt, P.E. 43409 Impact R.A.tant Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Ether. Sea INST 6184.5 for Deslgn Pressure Ratings, any FL6104 Rl AE EVAL'o184.5.pdf additionalusa limitations, installation Instructions and Created by Independent Third Potty: 'res product particular. (""See General Note_ 3 sheet 1 of /S, 1 rf'ill '�I drKt Approval Drawing No. FL -6184.5 regarding sidellte protections ") 6630.2 W�Iwti n 1: r uz --cl 12/31/2011 61LIa-6 I. UlstIrcton 5 -des Up to 6.0 x 6'8 Opaque Double (XX) Inswing or Oulsnng FL it FLOUJU-It1 Fiberglass Doar Limits of Use Installation Instructions Approved far... in HVHZ: No IL6134 RI 11 Ifr,T 61114.6.pdf Approved br use outside IIVIIZ: 'les': Uy: Lyndon F. Schmidt, P.E. 43403 Impact 11 4. tart:Yes Crealud by Dld,ependent Third Party: 'fes Desi n Prre: N A 9 Evaluation Reort.eanu P Design Pressure Ratings, an Other: Sue If15T 6184.6 for U_ 9 9, Y I' F F F o RI A VAL 6184 0 odf x_1'15_ r s• limitations, nstallaha Instru t adddmnal u,c I cons and r independent Third Patty: 'res Created b 1 p Y -Predrill articulars. P r_____._____ Product flinuficturer _,._..,_____ �._..., ...._ ____,.__.__._.._._-..,.___________..._-_.__ 6184.7 9. J stiction ,-,Its Up to 6 O X Vat Opaque Fiberglass boucle Door with A,hJI1 s/Phone/Ema11 5RQlItos (OXXO) The SiJof to Glazing Installed Utilizing the ASTM E1300 Sn p F J 0 Limit. of Do. h t Ir t o, t stluction, Approved for race 111 HVHZ: Pio FL6183, ,k II INST 6184"/)7tj,f Appravcd for use Cuttrido IIVIIZ: Yu5 Vurih d By Lyndon F. Schmidt, P.E. 43409 IpHcsistaut; Yee mact Created by Independent Third party: Yes Deign Pietism.; N/A Evaluation Kip.. is - r Iia m s un 1`''T `4./ for Ues,r n Pr essU tl [ Uthcr. See INST 613 J 9 Y •1 Ah _yAL6-U- FL6 1 1 y-i..cwu . ,. It addto cal usv Iln'ItaUu u, rstallot ml ', structimts and Crmtod by Independent Third Party: Yo: pr.dud particulars. (•"Sea Genural Note 3 sheet 1 of 5675.51 Drawing No, FL -61U4.7 raft ding sidelite pnolectIc,, ') 1994 6184.8 Distinctly t Series Jro 6'0 x 6 0 Opaque Fiberglass Double Door WILL Resistant LI[es _ _ 0, del tes (OXXO) The Sidelltel Glazing Installed Utlllzlnq the f 3 ayl2 P2 A wed car, lo.e in Hvuz: No F '675 H2 II 101 }3 -A -ft App �� Lip U5u uw Frans. ___ Limits of U-_1-, -. • .- __________,L_.Installation Alz[ructiona Approved fur uco In HVHL: NO L-L6A0^3 Iii ll INST 618A.U.pdf Approved for u.o vut.ide IIVIIL: Yes Verified Hy: Lyndon F. Schntldt, P.E. 434119 Impact Rasi,tanH Yes Created by Independent Third Party: Yes Nesign Pr czzm c: N/A Evulunlio l R ln,nU othaa: See INST 6184.8 for Design Pre aura Ratings, any FL6184 RS AE EVAL 6184.8.udf add! lie nal use limitations, Installation Instructions and Created by Independent Third Party: Yes product "r Icu1-r . (a-s5ce General Nute 3 shout 1 of Design Pressure: 138 PSF/•42 PSF Evaluation R.ports D,a',ving tic. FL -6134.8 regarding sidellto plotertlon ts) _ 'r,-. .a.i -t .-.y •-":' __,.. g. v'�f Exterior Doors =:-p,a a c re!alu r „- -, P d, E $ .s' I� Subcategory Swinging Exterior Door Assemblies, I`[ Evaluation Report from a Florida Registered Al Gllter-t or a Ucell5ed e Florida Prufessionul Engineer gra - 71r - Ri:�wti°Ja,..aawcra�iar"aw�L{:7a:,aLAu' att'r.�a H- in V:w Ka'nea." list Ts ni t Ix:ISHN ,e I Log 1 J f , sLU't5utia•a stlu&Fllt> FULA'w a 1 i ,. FUG.tan XI55terW OIn4.; ';~.scorn 1 1 p l 1 1 /S, 1 rf'ill '�I drKt Approval Wendell W. Haney 6630.2 W�Iwti n 1: r uz --cl 12/31/2011 without 51delites - (X, XO ,r OX, OXO, XX and OXXO J-aT_rsLgza 2 YJLd.GL12l;st-�3;__l..l'I r„'+fence ,LLkr s APPOutlon U,aad PE -54156 FL it FLOUJU-It1 National Accreditation and Management Institute ApplicationType Revision 12/31/2011 Code Version 2007 L.F. Schmidt, P.E. APpllcatlon Status Approved M Validation Checklist - Hardcopy Received C.nunbills "Clificate Of Independence FLU53,3 Rl COI CFRT OF JNCkPENDENCE.Pdf Archived P Standard Product flinuficturer Thenna-Tru Corporation Accepted Englrlccring Practice A,hJI1 s/Phone/Ema11 116 Indus. Wl GINO ASTM E1300 LrJUL Edgerton, OH 43517 ASTM E1300 2004 (419)298-1740 TAS 202 1994 sj aspersmridtltectusOlagiesus Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Authorized Signature Ste'. lP,PersOn ' (r Design Pre;sura Ratings, an FL9838 H3 AE E -E84-00.04 Other: See IIIBII30A o g , y 2 Olf additional use h nitat Ions, Installation Instructlonsand FL9838 R1 Ac EVAI. 863SAvirs t ajaspersonatttechnologias.us Technical Representative Addrass/phone/Ernall Quality Assurance_ Reprosentative Addrasq/Phony/Ernall Category Exterior Doors 0830.1 Subcategory Swinging Exterior Door Assemblies, Without Sidelltos - (X, XU or UX, OXO, XX and OXXO Compliance Method Evaluation Report from a Florida Registered Al Gllter-t or a Ucell5ed Approved for use in HuUZ: Yes FL0030 91 ]I L[i- 38.1 odf Florida Prufessionul Engineer Impact Resistant: No Created by Independent Third Patty: Yes Design Pressure: N/A Evaluation Reports 2 Evaluatlon Rep, rt- Hardcopy Received _ a P Ess 1. dF aJJi[IOl,al u�. Ianit [Ion, installation astructions and FLd,.3 AL e a � 3 413 EY Flurida Engineer or Architect flame who developed Wendell W. Haney 6630.2 theEvaluatlon Report 12/31/2011 without 51delites - (X, XO ,r OX, OXO, XX and OXXO Florida License PE -54156 __ ____ Limits of Use Installation Instruction. Quality Assurance Entity National Accreditation and Management Institute Impact R.urd.ri fie Created by Independent Third Party: Yes Quality Assurance Contract Expiration Date 12/31/2011 tru3ions and FL0030 RI AE E n.2..df addhlonal use Ihniia[ions installation Ins _V9L2� Validated By L.F. Schmidt, P.E. 8838.3 8838.3 c. -Fiona Clas5h;"/•SrnoothSlar' Uutswing Insulated Opaque Fiberglass Doors with and M Validation Checklist - Hardcopy Received Without SIdithnes - (X, XO or OX, OXO, XX and OXXO "Clificate Of Independence FLU53,3 Rl COI CFRT OF JNCkPENDENCE.Pdf Limits of Use _ Installation Instructions! Referenced Standard and Year (of Standard) Standard Year Design pressure: N/A Evaluation Reports Accepted Englrlccring Practice 2007 ' M E1300 02 utilized for Nate • AaT Created h Ind dent Third part/:Yes rodurt arhttllars a en P P ( Y P ASTM E1300 LrJUL J. "FlberFIasslc' / "8mctnStar" Inswing lllilllated Upaque Fiberglass Doors with and ASTM E1300 2004 gasper sone,-`iltectmOluyie,.u, TAS 202 1994 Equlvalence of Product Standards Certified BY Sections front the coda Product Approval Method Method 1 Option D Data Subndtted 06/24/2008 Otte Validated U7/12/20UU Date Pending FEC Approval 07/10/2008 Dale Approved 09/152008 Summary of Produces FL # Modal, Number or Nam. Description 0830.1 a, "FiberCldsslc' / ' Smooth5tar" Outswing Insulated Opaque Flberglass Doors With and blf` Without Sidelltos - (X, XU or UX, OXO, XX and OXXO UCl8l1ome i�9:, I Ud KraO.ataarl I configurations up to 6'8 In height) - Limits of Usc Installation Instructions Approved for use in HuUZ: Yes FL0030 91 ]I L[i- 38.1 odf Approved for sae outside HVHZ: You Verified By: Wendell W. Haney, P,E, 54158 Impact Resistant: No Created by Independent Third Patty: Yes Design Pressure: N/A Evaluation Reports f. df Ratings, an FL9633 R1 AE _O E84 JOU _ Other: See INST 8II3II 1 for De51 n Pressure R P._._ 9 9, Y _ a P Ess 1. dF aJJi[IOl,al u�. Ianit [Ion, installation astructions and FLd,.3 AL e a � 3 413 EY prcdurt particulars. (Note - ASTM E13 aU-02 utilized for Created by Independent Third Party: Yea. areas Inside the HVHZ) ____ __._Y__ 6630.2 B. "Fiber Cla.src' / "SCI-UlSLUI' InswlnU Insulated Opaque F'bvn,jius, Door; With and 12/31/2011 without 51delites - (X, XO ,r OX, OXO, XX and OXXO FL12441 cunfryuraliuns up to G'6 in height) __ ____ Limits of Use Installation Instruction. Approved (or use in HVHZ: Yes FLOn3l1 it! lI lN.gLQrJ36 2.Ddf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54156 Impact R.urd.ri fie Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST U538.2 for Design Pressure Ratings, any FL8838 -"A= _IZ El£QcQrJD3_j2L tru3ions and FL0030 RI AE E n.2..df addhlonal use Ihniia[ions installation Ins _V9L2� - 00.0- utilized for Created b Independent Third Party: Yes Product particulars, (Nate -ASTM E13 < y p areas inside the HVHZ) 8838.3 8838.3 c. -Fiona Clas5h;"/•SrnoothSlar' Uutswing Insulated Opaque Fiberglass Doors with and I.Conhguratutr, Without SIdithnes - (X, XO or OX, OXO, XX and OXXO 41 up to TO in height) ^� Limits of Use _ Installation Instructions! App, avcd foru in IIVIIZ: Yes FL8333 R1 13 1H5T. 0a1ti.3.z Approved for sae outside HVHZ: Yes Verified By: Wendell W. Haney, P,E. 54158 Impact Rei.tant: flu Created by Independent Third Party: Yes Design pressure: N/A Evaluation Reports Other: See INST 8838.3 for Oeslgn Pressure Ratings, any 18038 RS AE EO-E84-00-04.udf additional Use hnnici arl5, Installat.... Instructions and FL8838 R1 AF EVAI 6830.3. ad ' M E1300 02 utilized for Nate • AaT Created h Ind dent Third part/:Yes rodurt arhttllars a en P P ( Y P eas Indio the HVHZ) „- _ LnoJLI J. "FlberFIasslc' / "8mctnStar" Inswing lllilllated Upaque Fiberglass Doors with and Sta,da-d without Sldeftes • (X, XO or OX, OXO, XX and OXXO gasper sone,-`iltectmOluyie,.u, Configurations u to 8 0 In het ht __ g ) _ _p f U of Us. T! Installation A L! t i Instructions Z: Yes r 68 6 R J^'fd6 B a ,] A wad fur use In HVII 1 if !f 3 a f ppra Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Yes N A Evaluation Reports Dasa n Pressure. / P 9 ' (r Design Pre;sura Ratings, an FL9838 H3 AE E -E84-00.04 Other: See IIIBII30A o g , y 2 Olf additional use h nitat Ions, Installation Instructlonsand FL9838 R1 Ac EVAI. 863SAvirs t product parbcalar;. (Note - ASI4 E1300-02 utilized for Created by Independent Third Party: Yes Jr • s Inside lite HVHZ va. ) �' �s ( - r ..a. a, ,er . a m ns , . f T a as lmlil '. blf` ,7 "1`}9• .de.J>s�l�'a'�sU.`�w''ya^ J •R'... UCl8l1ome i�9:, I Ud KraO.ataarl I nst t2pea I '.bwe char I Nude I vuticatoru I --1`f 1 ,Csl:MuP I t'C' 1 `•+lien I ^.3 (g Evapaatlon Repot - Hardcopy Received Flurida Engineer or Architect limon waw dn`reluped !iP,odot Approval the Evaluation Report ,. 1 �u-..N d ..L �:, Y, Fa,t. ruLrcaluln rdG „IaR Fti155�(d Ma•' J.I.a c»a h. ,. 1 1 I V a t3 us.:g- 40 PE -43409 Quality Assurance Entity I'C -llM -. A",r "k+ :_.,,i r&1Jfra,jbzl t>xFetc+r'wa U,'.e 12/31/2011 FL s FL12441 FE-G320G Application Type New, FL32441 RO r01 r-RP_FICATE OF INDEPENDENL�p(ff Code "Jordon 2007 05/21/2020 APpl:cauvn Status Appro,.d TAS 202 1994 Comments Approved W Validation Checklist- Hardcopy Received Archived 41 FL5675 R2 COI Cutlficatlon of lind,pund-co or Product Manufacturer Thrum. -Tru Corporation GaIV Pfuehier.pdf Add,.ss/Phone/Err,J1I 1131.1UP"nal Drive Address/Phan=_/Email 3585 Duke Blvd. Edgerton, CH 43517 F cghHan,ySRIl,F.9f Plater, OH 45040 (419) 298.1740 Sta,da-d (513)770-6062 gasper sone,-`iltectmOluyie,.u, APISUDASMA 108 Authorized Signature Vwlan Wright Authorized Signature Scott Hamilton ricin,-'-dAdgco n su i to n ts. corn Technical Representative Add, ens/Phs naiEnnall Quality Assurance_ Representa[rve Addrass/Phone/Ernall Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered A,chitect or a Licensed 4 _ Florida Professional Engineer ^.3 (g Evapaatlon Repot - Hardcopy Received Flurida Engineer or Architect limon waw dn`reluped Lyndon F. Schmidt, P.E. the Evaluation Report ,. 1 �u-..N d ..L �:, Y, Fa,t. ruLrcaluln rdG „IaR Fti155�(d Ma•' J.I.a c»a h. ,. 1 1 I V a Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Aziurmncel Contract Expiration Date 12/31/2011 Validated By Ryan 1. Xing, P.E. FE-G320G 2 Validation Checklist- Hardcopy Received Certificate of Independence FL32441 RO r01 r-RP_FICATE OF INDEPENDENL�p(ff R=ef=erenc=ed Standard and Year (of Standard) Standard Y- 05/21/2020 10111.5.2 1997 2007 TAS 202 1994 Equivalence of Product Standards Certified By Sections from the Code pig{i 3 h6 -y1 p) __Ei __ drai•Ya Exterior Doors . .. - -' 3•a .7. 1 .rj y �r py J 5. �� Soctlonal Extortor Door A55cid Wi-s t_ Tr ¢a,' d 4 _ Evaluallun Report from a Florida ReyiaOnad Anchilect ^.3 12441.1 Florida Professional Engineer AY.d�..(MwI.�tPinTs"-,YL,,,.,LI""LIOITd J3YNXB�?,'I tlC15 Homa Lo an Vas Ka�-ub-a.lo, 1 �vt ,v �.: .,UOnt 1 9 1 J 1 r e ,. 1 �u-..N d ..L �:, Y, Fa,t. ruLrcaluln rdG „IaR Fti155�(d Ma•' J.I.a c»a h. ,. 1 1 I V a N 0. , P ov duct Appral Florida Engineer or Architect flarrle who developed Scutt Hamilton - Isclr 'LU1 ,.r the Evaluatlon Report Approved for use outside HVHZ: Yes "I 11.111 ---l C n • rl,> A y, > APPI"tio Ucta- FE-G320G FL,. FL5G75-R2 Intertek Testing Services NA Inc: ETLJVJarnock Hersey Application Type Revision 05/21/2020 Code Version 2007 Gary Pfuerile.- Appllcutlen Status Approved W Validation Checklist- Hardcopy Received Comment, Certificate of Independence FL5675 R2 COI Cutlficatlon of lind,pund-co or Archived L^r. GaIV Pfuehier.pdf Froduc[ Manufacturer Cloply BulldIng Products Company Address/Phan=_/Email 3585 Duke Blvd. 5675.25 025 VJ5-16 PAN -2r153: 84A, 94, Steel Pan (min. 25 ga.) Double -Car (9'2" to 1G'0" vide) F cghHan,ySRIl,F.9f Plater, OH 45040 Referenced Standard and Year (of Standard) Sta,da-d (513)770-6062 Approved for use outside KVKZ: 'foss Verified By: r•lark We;turncld FL PE 40495 APISUDASMA 108 mvsest, rfleldo)dopa'y.cvm other: All OPIIONAL glazing" available for this product FL5675 R2 AE CBPC 081027-A. odf Authorized Signature Scott Hamilton F,umO a Glazing that DOES moot the Largo hilsslle Impact TAS 201 5h aa.11ton Fvdopay.com NO m_=t the Impact resistant requirement for WBDR. The 'Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone ihnall Category Exterior Doors Uafa Validated 0 7/0 2 20 0 9 Subcategory Soctlonal Extortor Door A55cid Wi-s 5675.24 Compliance PleUsud Evaluallun Report from a Florida ReyiaOnad Anchilect or a Ucensed 12441.1 Florida Professional Engineer "Cly-1.,C,aft" ar "Classicctaft (O/X) - Inswing or Outswing M Evaluation Report - Hardcopy Received Rustid' Series Florida Engineer or Architect flarrle who developed Scutt Hamilton Approved far use in HVHZ: No the Evaluatlon Report Approved for use outside HVHZ: Yes Verified By: Mark Wetterlleld FL PE 48495 Florida Ucense FE-G320G Dasion Pra.aur.: +30 PSF/-32 PSF Quality Assurance Entity Intertek Testing Services NA Inc: ETLJVJarnock Hersey FL5675 R2 AE rBpC 081027-A.odf Quality A55uranoJ Col Uact Expiration UOte 05/21/2020 Opt. glazing are avallabie, (1) apt. Injection Molded Lexan Validated By Gary Pfuerile.- . ___ __ _A 12441.2 b. "FlbefClasslc", "Smoothstal", & Cyclic Pressure requirements (or.Vlindborne Dennis W Validation Checklist- Hardcopy Received Regions (YVBDR) or (2) Opt. Frame Pt Glazing that DOES Certificate of Independence FL5675 R2 COI Cutlficatlon of lind,pund-co or 'iln-Q,jQfy- product w/o glaziny DOES ,amply with the impact re,islall GaIV Pfuehier.pdf requirement for WBDR (rof 1609.1.4 FBC). Approved for use outside HVHZ: Yes FL5675 R2 COI 5raterrlent ort Independence of Evaluatoln Entity - ___._.._ 5675.25 025 VJ5-16 PAN -2r153: 84A, 94, Steel Pan (min. 25 ga.) Double -Car (9'2" to 1G'0" vide) F cghHan,ySRIl,F.9f 4RSF, 6RST, 6RSF, 2RST, 46, 42, Referenced Standard and Year (of Standard) Sta,da-d year Approved for use outside KVKZ: 'foss Verified By: r•lark We;turncld FL PE 40495 APISUDASMA 108 2OU2 other: All OPIIONAL glazing" available for this product FL5675 R2 AE CBPC 081027-A. odf ASIM E330 2002 F,umO a Glazing that DOES moot the Largo hilsslle Impact TAS 201 1994 NO m_=t the Impact resistant requirement for WBDR. The IAS 202 1994 5675.51 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the rode Product Approval Method method 1 Option D Date Submitted 07/01/2009 Uafa Validated 0 7/0 2 20 0 9 Dafe Pending FBC Approval 07/09/2009 Data Approved 00/11/2009 5675.24 024 V15•09 PAN•2F 151: 84A, . a 9, Steal Pan (min. 25 ga.) single -Car (u '" Wide P [0 90 ) Model, Number or Na _- ,..... a. "FIIJOrcla551c", "Smooth Star", 73 75 1500 190 71 76V }RST W!N DCODEi3 0`15 Garage Uvor 12441.1 ARSF, 6RST, 6R5F, 2RST, 43, 42, "Cly-1.,C,aft" ar "Classicctaft (O/X) - Inswing or Outswing 5 483 428 555 -155, Rustid' Series Limits of Use Installation. I stnrctions Approved far use in HVHZ: No FL5675 I II_101110-Rev l4.pdf Approved for use outside HVHZ: Yes Verified By: Mark Wetterlleld FL PE 48495 NA Impact Rcslstant. / Created Independent _Pe dent I Ills d Party: rIV Dasion Pra.aur.: +30 PSF/-32 PSF Evaluatruu R.purts Other: All OPTIONAL parlings available For this product FL5675 R2 AE rBpC 081027-A.odf me C et the wend load re aremunt, of file FBC. rWo types of 9 YV Cr ,r _ated b independent Third Party: No Y U Opt. glazing are avallabie, (1) apt. Injection Molded Lexan product p----culas. Frame a Glazing that DOES meet the Large Missile Impact . ___ __ _A 12441.2 b. "FlbefClasslc", "Smoothstal", & Cyclic Pressure requirements (or.Vlindborne Dennis "ClasslclZraft" or "Cld6slcCmft Regions (YVBDR) or (2) Opt. Frame Pt Glazing that DOES eries__ Rustic' Series---- NOT meet the Impact resistant requirement for WOGR. The Limits of Us. product w/o glaziny DOES ,amply with the impact re,islall Approved for use in HVHZ: No requirement for WBDR (rof 1609.1.4 FBC). Approved for use outside HVHZ: Yes Verified By: Lynde. F. Schmidt, P.E. 43409 Impact Resistant No 5675.25 025 VJ5-16 PAN -2r153: 84A, 94, Steel Pan (min. 25 ga.) Double -Car (9'2" to 1G'0" vide) 73, 75, 1SUU, 190, 76, 76V, 4RST, WINUCODEii) VIS Garage Door �55, 4RSF, 6RST, 6RSF, 2RST, 46, 42, 486, 428, 55S ---------------------'---------------------------- Limits of Us. Installation Instructions Approved for use in HVHZ: flu :1.20 U_II_101SP-ley _}L:Pon Approved for use outside KVKZ: 'foss Verified By: r•lark We;turncld FL PE 40495 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: +30 PSF/-30 PSF Evaluation Report. other: All OPIIONAL glazing" available for this product FL5675 R2 AE CBPC 081027-A. odf meet the wind load requirem=ents of the FBC. Two types of Created by Independent Third Party: flu Opt, glazing are available: (1) Opt. Injection Molded Leaan F,umO a Glazing that DOES moot the Largo hilsslle Impact d h.e Debris Fc Cyelle Presssure requirements for Winm Regions (WBDR) or (2) Opt. Frame_ & Gluung that DOES NO m_=t the Impact resistant requirement for WBDR. The Productw o glazing DUES comply Ywith the Impact resistant requlrentnt for WBDR (ref 1609.1.4 I`UC). 5675.51 - a u to 9'0- wide 051 v`I6 07 PAN 21`153: 73 IS Steel Pall min. 25 a. Sln e C r �4 ( 0 ) 9 (P ) SUnford, FL 32771 � Garage Uoor with Optional hr act - 04A 94 42 41) 423 960 RSI WINDCODEU YY6 P U Quality Assurance C.ntract Expiration Date Resistant LI[es _ _ Lhnms of Use Installation Instructions f 3 ayl2 P2 A wed car, lo.e in Hvuz: No F '675 H2 II 101 }3 -A -ft App �� Approved for use Ulu iiia IIVHZ: Yes Verlfie_d By: Mark WasterNeid FLPE 46,195 Impact 11c 4t.ri Yes Created by Jndependent Thud Party: Ifo - Evaluation Re its PSF/-42 PSF Design Pray : / Pa F 5675 R2 AE C6PC 09!027-n n ^tarn or ;;ars .vitro .anal L f (no other: Solid doors O �2d ( _ 9r p imyxt-ress;tant gluing at* impact -resistant (forge mss; le_ Created by Independent Tltlfd Pally: Ho Impact). 5575.52 _ US2 11I6.09 PAfI 2F353: 73, 75, Steel Pan (rlin. 25 9a.)SIng car (up to 90- wide ) Evtlualion Report% 84A, 94, 42, 40, 42B, 403, 4RST, WINUCOUE� W6 Garage Door 1 r.0,)11§ry-R„_AQ Sgfj_f1,o 1650 FUfiLI In0n!lfltbv_LEL2 f1ptff GR'3T Li n, its of Uso Installation Instructions ay l7.ndP Approved car use fn HVHZ: No FL5675. R H 101341,111 "'N' Approved for use outside HVHZ: Yet Verified By: Mark Westerfield FL 11 43495 Impact Resistant-, No Created by Independent Thrid Patty: it. Design Pressure: 138 PSF/•42 PSF Evaluation R.ports Other: The glazing available for this p,cdurt ,i eel. Life- 75 R2 AE COVC UB 1027-A.p.lf wind load requirements of the bonding code but DOES NOT Created by independent Third Party: tic meet the Impact resistant requirement for windborle debt's reyiuru. _-.-�_.._._ ___ 5675.53 _ -, 053 1116.11 PAN•2F153: 73, 75, Steel Kul (Inln. 25 ga.) Double -Car (9'2" to 16'2" Wide) Compllance method 54A, 94, 42, 40, 426, 483, 4RST, WINDCODCO) W6 Garage Door with Optional Impact. AV Pr awed to. usu ouUidc HVHZ: 'sus 5K5 r Resistant Lites _ Limits of Use Installation Instructions 1 : No FL5675 R2 II 101539-A-Revlo-Shaft A vcd for is in HVHZ ppro 95 auts'de HVHZ: `!es Verified B' : fdark Westerfield FL PE 48495 PPro / ART, wad car lo.a , Im act Resistant: Yea Created o Independent Third Fatly: No P Y P Design Pressure: P37 PSF 41 P5F Evaluation Recarts 9 P - r 96"0-A. df Dtber: eolld doors no glazing) or door, with Optional F 75 R2 AE .BP 9 a l 9 9) U Lib G.0 Im art-reslstan[ glazing are Irl as resIstant (large missile Created h independent Third Party: lie P 9 9 p ( 9 Y U 1 II»pact). --__ ----_ 5675.54 054 W6-16 PAM -2F 153: 73, 75, Steel Pan (min. 25 ga.) Dauula_•Car (9'2' to 16'2" wide) been evaluated for USC Ili High VCIOCItY HwI'caltu LO e U4A, 94, A2, 48, 42B, 48 B, 4RST, WINDCODEU VJ6 Garage Door Bra'frard and Dad I, l 0 CO I ltv3 . 6RST W --- Limits of Us. Lnstollalian Instructions App ro ped car Inn in K1111: N o FL 5675 R7 r1 1(11139 FIR-10-Short.odf Approved for sae outside HVHZ: Yes Verified 8y: (dark 4Ves[erFi old F_ PE 98495 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +37 PSF/ 41 PSF Evaluation Reports his roduct meets the FL5675 R2 BPC 090630•A. df A C Other: The lazin avallaLie (ort E wind load Legckemenls at the building code but DOES NOT Created by Independent Third Party: Nu meet the Impact resistant requirement for wlndburne dehrls regions. Product APPI'oval Method Method 1 Option D Date Submitted 04/17/2009 Date Validated 07/00/2009 Dale Pendrny FBC Apple,,[ 07/15/2009 Date Approved 00/11/2009 Summar of Products Ifk .l . , fr ., iW a,6 " I , ntL.n sv�uX i.i3J l��h�flF:ll;€Vlalla_I��'rfduu�yu.:,uvuacm..,<-so ..... .m.- _ _._ ______-___,_ FL A Model, Number or Na _- ,..... a. "FIIJOrcla551c", "Smooth Star", Description ... ___ _-___._____ 3'0 X 6'0 Opaque Fiberglass Single Door With 'rralsom 12441.1 1 let,"- n I FX,1S �I:d MJ J y�:a ' Sea Yh l 1 "Cly-1.,C,aft" ar "Classicctaft (O/X) - Inswing or Outswing 07/31/2014ur Rustid' Series Inat.H.te. Instructions Limits of Use Installation Instructions __________ Approved for use in HVHZ: fro FL12441 RO II NIST I2441.1.cdf Approved far sac outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 impact Racist+fit: flu Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:Se_e INST 12441.1 fur Design Plessllro Ratings, ELl4U_;_HQ_,sE_ EV/3J_I244I.l A any addI tic no use limitations, Installatlon Instructlons and Created by [ndopondent Third Party: Yes product p----culas. Cornrnents . ___ __ _A 12441.2 b. "FlbefClasslc", "Smoothstal", _.___ _....__ ._.__ . _....._ _. _ _ 3'0 X 6'8 Opaque Fiberglass Single Door Aldi 5idellLes and "ClasslclZraft" or "Cld6slcCmft Transept (O/OXO) - Inswing or OIILshIng eries__ Rustic' Series---- Product Manufacturer Limits of Us. - Installation Inatructions � Approved for use in HVHZ: No PL 32441 RO II INST 12441.2.0d1 Approved for use outside HVHZ: Yes Verified By: Lynde. F. Schmidt, P.E. 43409 Impact Resistant No Created by Independent Third Party: Yes Design Pres sure: N/A Evaluation Reorts p Other: Vie., INST 12441 2 fur D-tiy I Pressure Ra L, gs, P_12441 Rd AE EVAL 12441 2._,, f any additional use irritations, Installation Instructions and created by Independent Third Party: Yes product particulars. J pack n +es _Lu" L.parrn,cnc fir Can,nunrty Afraus k1E$'7 . 2 :_- # pI �ph I p� I r It l I "I'll"I 't ri4) + t � II i i lit I�ir jj it ? � �1 1 1 t ll f ff kt. B I)ut 4t� 'Na"Y i j V �. P� JYr. � _g *11,11 wii a"" -.,. - 1`d#'iSt I � f [ llfC() '-' _ 1. „a �Iu �(I?$W IIBI . ileo. 4j -�.' `!M a�,. r, 1,111 "," N 1`d', , f 'SN'6' j p :,�a'i ✓.?r dr, ,n'.r ,f, ��]rypj7} �d .,irk 4 I r 7t((ryry�� pp��,.I dilation. Se' .5 lUUU SH Alurmnum Non-lrnpaCt Window with Iall .lua�[�. , t5851."a,'91^9:'_L9 :91S'. Ifk .l . , fr ., iW a,6 " I , ntL.n sv�uX i.i3J l��h�flF:ll;€Vlalla_I��'rfduu�yu.:,uvuacm..,<-so ..... .m.- :�'t. ".'c•"a.aT.^.I9`r11i'���,'.��:ti 1•.ztuT3�`Gl.:d w.(:'m L'Ct�ll:me Lo In U:cr nc r,.1a `.at to t., ',,um_L I..ta 9 1 9 i p ,. rch� a oar., L`act. M,INCJ."; '9 I Ip 1 let,"- n I FX,1S �I:d MJ J y�:a ' Sea Yh l 1 1 1t Impact itcsrstaut: No 07/31/2014ur 1 f .SFR. 1):er ! �I Inat.H.te. Instructions Other- 1) H-LC55 53x04 (NAM! Certificate - P Lr_JI on IJct d Y1:dlG:lR:S1Y.'llCca'J%kf9:tl:CtCLCr RlULl4Ra=ll--11%Frl:,'Lt�t:[V+«'• PP N1UlU2U/A 2 MILESTONE Battles 1000 Non -Impact P FL it FL9262-R2 Created by Independent Third Pony: Yes Application Type Revision (Broward and Dade Counties). Code Ve :Ion 20(1'1 11L9262 R2AE ERNo1650 FEISHIUOONIRQVO FL9202.Pdf Appllcatlon Status Approved a6> r ---[-- 9. __ ~ MllListon. SQ'I.s LOOP) SH Cornrnents 2540 Jewett Lone Product Manufacturer Archived i'sf Approved for useIn UyUZt tic Product Manufacturer Florida Extruders International, Inc. Address/Phone/Email 2540 Ju U Lane Uosiyn Pressor o: F45/-45 Installation Instructions anford, FL 32771 kL2,.0,_Hk1Lfa1LdJ1_ 1OUD_ .,all: 5I49__C)ry9dtdl 2) MILESTONE Surles 1000 rlon-hnpoct ReSISWnt (407) 323.330E Ext 334 Aluminum Slnjle filing Windows have not been Created by Independent Third Party: Yes jhukerullur iduexlruder scorn Ev Iuation Reports Authorized Signature Jim Hoke Bob Jones FL9262 R2 AE ERNo1650 FEISHIOOONIR-0 FL911 pif jltake,Il.ridaextruders.com Created DY Inde enJdnt Third Putty: Yes Technical Representative Jlm Hoke (41)/) 323-33UU Ext 334 Address/Phone/Emall 2540 Jewett Lane Certiecation Agency Cl rtifrcata Approved for Cale 1. HVHZ: to SUnford, FL 32771 Approved fur use outside HVHZ: Yes Quality Assurance C.ntract Expiration Date (4(17) 323-3300 Ext 334 07/31/2014 Dezrgn P...... a: ,45/•45 jhoke:N fioridaextrudei s.cem Other: 1) H,LC45 53.84 (NAml Certificate Quality A :ural Ca Rep,usen Lc1Na Bob Junes Verified By: Robert 1. Arnuriso, P.E. FL PE No, 49752 Address/Phare/Email 2540 Jewett Lane been evaluated for use In High Velocity Hurricane Zones Evtlualion Report% 5anford, FL 32771 r.0,)11§ry-R„_AQ Sgfj_f1,o 1650 FUfiLI In0n!lfltbv_LEL2 f1ptff bj 011 C• ^, Lyl f l o d d a,: xt 1' odor ,_Con, (407) 323-3300 Exl 334 __ Created by Independent Nord Putty: Yes bj0,i,-,, lfloi'Ida CXtfuder:cor,I Milestone Surles 1000 511 Category windows compliance Method Subcategory Bingle Hung f C rl fiwtion A enc Cur ,(iwla L Y Compllance method Certification Mark Or Listing AV Pr awed to. usu ouUidc HVHZ: 'sus a,tificatian Agency National Accradltattoll a hlana9elnellt institute, Vanda tad By national Accreditation 8L Management Institute, Referenced Standard and Year (of Standard) 5tandatd Ycar Resistant Aluminum Single I lung Windows have not AAMAJVJDMA/CSA 101/1.S.2/A44U 2U0 Equlvalcnce of Ff Odul t Standards Certified By Product Approval hlethad Method 1 Option A Data, Subrnitted 05/042010 Date Validated 05/05/2010 Data Pending FBC Appr oval U5/06/201U Date Approved U6/(j82011) ,-..,.....__----- _.______ __..__________._-__-.._. FL a Model, Number or Nmne ___...._-....-..__....._.__-__-_-___.�--._______._..___-_______-_....__ Ues iplion 9262.1f4ilvs[on. Series lUOU SH dilation. Se' .5 lUUU SH Alurmnum Non-lrnpaCt Window with "" n1,lr, tin � 1�:.::���r'_...�-.s:-�, HI -Sill Limits of Uao Co. tific tion AUcncy Certificate Appravcd tar fisc h, IIVIIZ: NO FLIL15 R' C LAC NI010 07ta,G(pJ Approved for I—.utsidc HVHL: Yes Quality A s arca (:.trlr.ct Expiry U.n Dale Impact itcsrstaut: No 07/31/2014ur Deign Pruaui e: +55/-55 Inat.H.te. Instructions Other- 1) H-LC55 53x04 (NAM! Certificate EL225? 12 116"_1000-1500-2000 Utvn.pdf N1UlU2U/A 2 MILESTONE Battles 1000 Non -Impact P Verified 6 : Robert J. Amoruso P.E. FL PE No. 40% 2 Y 5 Resistant Alundnum Single bung Windows have not Created by Independent Third Pony: Yes peen evaluatedfor use in High Velocity hurricane Zones EVsduation Reports (Broward and Dade Counties). FL9262 R2 AE Carl TRCIGSO FEISHIOUON1Ravo F1,9262..nP Shaped Designer Fixed Afuminurn Nal-Inpact Windows Created by Independent Ttllyd Party: Yes 11L9262 R2AE ERNo1650 FEISHIUOONIRQVO FL9202.Pdf IN Created b Inds endont Third Party: Yes Y P a6> r ---[-- 9. __ ~ MllListon. SQ'I.s LOOP) SH Mlicstono Scrl.s 1000 Sri Alunilnu,n No -hal a Window with Pct 2540 Jewett Lone Product Manufacturer Limits ofUs. Cor it Ncatiun AUcncy Gons iti[. Approved for useIn UyUZt tic F19.:2- 6l-S-c6Gj1lQ.LQ2QZ.E 241 Approved fur use outside NVHL: Yes Quality Assurance, Coutruct Expm,Uun unto, In,N act Re.istanu No 07/31/20111 Uosiyn Pressor o: F45/-45 Installation Instructions Other: 1) H-LC45 53x84 (NAMI ltrtltlCate NIOW200 kL2,.0,_Hk1Lfa1LdJ1_ 1OUD_ .,all: 5I49__C)ry9dtdl 2) MILESTONE Surles 1000 rlon-hnpoct ReSISWnt Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Aluminum Slnjle filing Windows have not been Created by Independent Third Party: Yes evaluated lot use In high Velocity Hurricane Zonas Ev Iuation Reports (Broward and [),Co. Cvu alas) FL9J:6711_9ES21J'1o105tJ `ba,1in1QNJRLy0_FL9262.pdf Bob Jones FL9262 R2 AE ERNo1650 FEISHIOOONIR-0 FL911 pif 2540 Jewett Lane Created DY Inde enJdnt Third Putty: Yes 9262.3 1 Milestone Series 1000 SH Milestone Series 1000 SH Ala ndnum Non -Impact Window with (41)/) 323-33UU Ext 334 SI or HI -5111 filth IG Glazing Emits of Use Certiecation Agency Cl rtifrcata Approved for Cale 1. HVHZ: to 1$262 R2 C CAC N1010'7g[jL"t Approved fur use outside HVHZ: Yes Quality Assurance C.ntract Expiration Date I ... Pact R.sistarlt: No 07/31/2014 Dezrgn P...... a: ,45/•45 Imit.H.L.n Instructions Other: 1) H,LC45 53.84 (NAml Certificate FL9262 R2 11 SH-Nl 1000.1500 -LOU. Bw,L.l1_df NIOIU107B) 2) MILESTONE Seri" 1000 Non-lmpact Verified By: Robert 1. Arnuriso, P.E. FL PE No, 49752 Re515tant Alunduupl Single Hung WhWows have nut Created by Independent Third Patty: Yes been evaluated for use In High Velocity Hurricane Zones Evtlualion Report% (131.1ard and Uade CO un ties). r.0,)11§ry-R„_AQ Sgfj_f1,o 1650 FUfiLI In0n!lfltbv_LEL2 f1ptff bj 011 C• ^, Lyl f l o d d a,: xt 1' odor ,_Con, F' FL92JL Ii2 AE ERtlo 1150 FEISH1000f11Rev0 FL9262. J( __ Created by Independent Nord Putty: Yes 9262.. Milestone Surles 1000 511 Milestone Series 1000 StAluminum Non InUtet wIndow Withh Referenced 51.anda d ,rd Year (orsta d -J) compliance Method td 5111 or fll-SIII blind Is of Usc f C rl fiwtion A enc Cur ,(iwla L Y Approved tar 1 tee In HVHL: fro PP L9262�.� CAG fl101Ua ' Po.P F E .AL AV Pr awed to. usu ouUidc HVHZ: 'sus 2ualrty Aaaurancc Contract Exyir:, lion Uatu Impact Rer.tant NO 07/31/2014 Design Pre....; 145/-45 Installation Instructions Other: ( H•LU" J 83x72 (NAMI Certificate FL9262 R2 11 SH -NI 10nn-lr n• n rn 7 J N 3030207N) 2) NIL Ely IONIC Serlcs 1000 MOn•I,nPact Verified By: Robert J. Mnoruso, P.E. FL PE No. 49752 Resistant Aluminum Single I lung Windows have not Created by Independent Third Party: Yes been evaluated for USC Ili High VCIOCItY HwI'caltu LO e Evaluation Reports Bra'frard and Dad I, l 0 CO I ltv3 . F19.;:6 R A C r1 1'1 lCSn PF1SLl n111 a Il FI076!. tdf 0L91.U_-ji'a A_C ULi9L S0 FEISHI000NIR.10 1`1_9262.11Z Created by Indepundunt HOW Party Yes __--__ _-_- 9262.5 Milestone Series 1000 SH __._� Mllestono Surles 1000 5H AIUIIlinunl Non•lmU act 1Vindow with n-5ill -...:g"fJAll �4!�,!li,i4�'.-'-��,'.-.�,'-..;��4;.,t-�-,-z,g�,-�".-"-,,-"- 0. m ar nLetsrcol"'res ra1='1"and " r 2,, 41 set, 9� �1, �. R1.11U _ 11 NI : h V -I tar 41- NEI �x� - 14: : f :�1 W'( I � y -- rl G' !n} "" n1,lr, tin � 1�:.::���r'_...�-.s:-�, (,ai L:r; �a e� r t 1 - 4pII 1111 1 1h _ J• ..irw � �y� yw��r• Y t• ';y� Y- )1diLLdYF4nmvR�Y.AIJ.N3�..V�i,.t.Y4ialf.�isuaera.•N.AW� sets Hun: i LUV In 1U:er Fey. W,, I hot lope, I a,bmt -wcha e I la c, I Ca i Wolc_Lnn., lu -tato L to r Map _N„ 1 �_a,eh1, O s , `., I" YPruduct APPruv::l rl . 1usea:'Les u:s ON— 1) FVJ-HC%0 73x73 (NAMI Certificate 1`11010221) F-gZ,12-B2..II F -Ill ,1000•:,000 Dwg.Pdf 2) 1,1114stone Sayles 1000 Rectangular & Shaped Designer Verified By: Robert J. Amoruso, P.E. FL PE TO. 49752 s .' +- ' r jsad •-_=LFr'::'W' cR­L'h : kL,tg"14CCL. ' • PPPlk ion t c,Aral"•r - gr'pl;at9D A5t: APp-".,I -- `1_9242-[Q Fit. :J FL0409-113 Application Type Rev::lo,l Code Version 2007 Application Status Approved Comments Shaped Designer Fixed Afuminurn Nal-Inpact Windows Created by Independent Ttllyd Party: Yes Archived IN Product Nanufadurer Florida Extruders Internatlonal, Inc. Addl ,v,Thunv/Email 2540 Jewett Lone Product Manufacturer Sanford, FL 32771 Inc. (407)323.33 C0 Est 334 2540 Jewett Lane )hakeall,rldae_xtr lde_rs.eom Authorized Signature JIm I loke have not been evaluated for use In Hi, h Velocity Hurricane Evaluation Report, jhoketdnoridae_xtruch; a com Technical Ra_presenta[Ive Jim Hoke Address/Phone/Emall 2540 Jewett Lane Fixed Alurnlnum Non•!m act VJlndovrs P Sanford, FL 32/71 Jim Hoke (407) 323.3300 Ext 334 LuP ct It t- rt: No 141 31 21)14 jhake3Roridaextrudere.com Quality Assurance Representative Bob Jones Address/Phone/Ernall 2540 Jewett Lane Address/Phone/Ernall Sanford, FL 32771 42 5 _ Milestone Series 1000 Fixed Milestone Series 1000 Ream uler & Shaped 9 p Designer (41)/) 323-33UU Ext 334 5anfard, FL 32771 hJ enesssdfioridaextnrders.com Category Exterior U",5 Subcategory Sliding Exterior Due, Assemhhoc Compliance Method p Certneatlon blare or Ustln 9 Certification Agency National Accreditation v Management Institute, Valuated By National Accreditation e, Management Institute, R.ferencad Standard and Year f'' r o atonia d ( ) S[allJ acct Year _ F C,Ida D<enta AAMA/V/DfIA/CSA 101/I.S.2/A440 2005 Quality AI,U,eice Entty ANSI/AAHA/NLYWOA 101/I5. 2 1997 Equivalence_ of Product Standards Cortlfled By PfoductAPproval Method Method 1 Option A E lE E.' 1 t t { tt�r- f 11`t,01 i� i w G y :t �yY�•j�J+t ' E j Y y"'� a �r)t i t C I && l "1 n t' #- 9� 7777 B'I J b 1 1�k " Ct 6 " ft. h p $gyp$, �f' I. # nFlr'i ,. r•II`ic�l.' .�'hi(1 M f yt k P. ?j Milestone Ser es 1000 Fixed Mhostona Sofas 1000 Rectangular is Shaped Cesigner �1 tl 6' ,,t1 r ' 'ai4dG'JLI.L _..... L{'a. , I, „Ill x. cmrTJ I �f ufh:, if t r, < E�,.l+_ 1«d�t Limit. of Uao Certification Agency C,i I fiwla ,.,�J'.�2b,�xak , B at t rS.tbra a„A2�? aYt:'.d�rFa,aaaa"�a � L'+'15 nom= i Logan I Wah,.ta.. I HCPvc ( AI,,,, v'dape 16Wti&Fa.W 1 IUU:ucu..1 ILLSIaP I UUrbs. Map 1 LAY i north I a l Plod"ct APP Usm.I 11, -1 oval ON— 1) FVJ-HC%0 73x73 (NAMI Certificate 1`11010221) F-gZ,12-B2..II F -Ill ,1000•:,000 Dwg.Pdf 2) 1,1114stone Sayles 1000 Rectangular & Shaped Designer Verified By: Robert J. Amoruso, P.E. FL PE TO. 49752 s .' +- ' r jsad •-_=LFr'::'W' cR­L'h : kL,tg"14CCL. ' • PPPlk ion t evaluated for usu ht High Vclodty Hurl (cane Zones Evaluatiml Reports FL H `1_9242-[Q -_�_'____. ___ _____ _ _ _ -__ --------- . . 1II._ ;_-_-__ _-' 9242,2 tesL Series 1000 Fixed Miestone Series 1000 Rectanl uln & Shaped DedJ le Appllcatlon Type R01,1011 Approved for use in HVHZ: No F�1_ 112 C CAC N1UlU .Ile. FLF Code Version 2007 Design Pressure: 'F45 ••55 9 / InsWllatlon Instructions Application Status Approved Shaped Designer Fixed Afuminurn Nal-Inpact Windows Created by Independent Ttllyd Party: Yes Cu,mrents Zones (Broward and Dade Counties). FL9242 R2_ AE_EPNPI64t3 F,�I_,F)uPtl--NI_.P,,"10,1!11f Created by Independent Third Party: Yes Archived 14 Fixed Aluminum Non•Im )an Win caws d Product Manufacturer Flurida Extruders International, Inc. Address/Phone/Email 2540 Jewett Lane Oahu: 1) FVJ-HC35 s 73x37 (NAMI Certl(Icato EL4i32..9?_lL1_.NL_14M`._1U92 D'� LI.;vf N1030, 11N) 2) Milestone Serle" 1000 Rectangular a. Verified By: Robert J. ArtiorusO, P.E. FL PE No. 49752. anford, FL 32771 have not been evaluated for use In Hi, h Velocity Hurricane Evaluation Report, Zoll.. (BrdwurJ and Utica Counties). F242 R � ERflo 15x6 -rEl E,I Q00 NI RevD.udf .F (407) 323-3300 EXt 334 9242.4 Mine5tone Serle. 3000 Fixed hhlecton. Sones 1000 Rattan uta, & Shaped De i'1)C p r J p s jiwker1911or idii-ir.del c. ... Fixed Alurnlnum Non•!m act VJlndovrs P Authorized Signature Jim Hoke n r wad for c outside HVHZ: Yes Il A a Contract Ex h.tic 1 Oat. e 11 PP Quality P LuP ct It t- rt: No 141 31 21)14 Jim kc'a flu, ideodrude, s.curn Otho 1 Fy HC70 77x37 flAMl Car tl (leafy N1010211D 4192441 RZ 1I fhYi N 00 Ow, ' df Technical Repre',entitive Jim Hoke evaluated for use In HIUh VelocityHurricane Zones E vluaoRep.. is Address/Phone/Ernall 2540 3ew'et[ Lane 42 5 _ Milestone Series 1000 Fixed Milestone Series 1000 Ream uler & Shaped 9 p Designer Fixed Aluminum Non lmpau Windows _-_._..___ _ 5anfard, FL 32771 Approved fur u..c in HVHL: fIU `1974 R C CAC Ill y),j;Y,ZIQ PDF Approva) fu rr a lsicle IIVIIL: Ye; _.___-,_______._a Fl,ty A ^_ce Cuntr ict Expiration Ua[e ___ --_-- (407) 3Z3-3300 EXt 334 Coln,Mance melnod t 1`1.13409 R3 AF Pr.11ucL Fvudua(Ioit ge fell trio. jhnknr±�Rnrldae.xtruder ;.cnm 1.'11 i PEI SGD199U fit 2,tL(.11df Qudily A -Ci r,nce Rep,e5entalivo Bob Jones FICIMe Ln -li ,lin-, or A,el'te,,L Nana, ,oho dr.valo,c. 6 f Address/Phone/Email 25.10 Jowett Lane F C,Ida D<enta Santoro, FL 32771 Quality AI,U,eice Entty InWrWkTe:tllg services NAInc (407) 323-3300 Ext 334 01101/2099 Valldatcd 0y bj 011 C• ^, Lyl f l o d d a,: xt 1' odor ,_Con, Category Windom rLSA 7 R2 Ctli Lean.`,buirrerolneL tt of lr'd_c,Jaiibe Subcategory Fixed Referenced 51.anda d ,rd Year (orsta d -J) compliance Method 'mar dfli'at10'i hli.tk or Ubtlllg ASTM E330 2002 Certification Agency RatonaA :station a Management in,• [ate, Validated By National A,,, .0 ItatOn & Management Inatsto te, Referenced Standard and Year (at Standard) Standard Ycar AANIA/WD61A/CSA 101/I.S.2/A440 ZUU5 Equivalence of Product Standards Certified By P,uducl Approval Method Method 1 Opdan A Date Validated 05/05/2010 Dote ['enUinu FBC Approval U5/U//2010 Date Approved 06/1)3/21)30 ,unuuwy of Product. Go [o '-e F_ 0 (0 0 R-- / 7 6 6 PL a Modal, Nurnbur ur Numv Unsn Sptiun--- 9242.1 Milestone Ser es 1000 Fixed Mhostona Sofas 1000 Rectangular is Shaped Cesigner les, re Series 1070 Sliding Miles, Fi.xcJ Aluminum Nun-hnpdct WindoW5 Limit. of Uao Certification Agency C,i I fiwla Approved fur use in HVHZ: No EliZ L22-11�1;A S( 1 41J3Z1,PRE App,ovc,l fur a uutsidu HVNL: Yes Quality As..nanc. Contract Expiration D.lte Impact Resist., No 00/31/4101.5 Design Pre ... ire: 1/0/-7U Ills Wllaliurl In.trtactlorl.9 ON— 1) FVJ-HC%0 73x73 (NAMI Certificate 1`11010221) F-gZ,12-B2..II F -Ill ,1000•:,000 Dwg.Pdf 2) 1,1114stone Sayles 1000 Rectangular & Shaped Designer Verified By: Robert J. Amoruso, P.E. FL PE TO. 49752 Fixed Alundnum Non-lulpacl Windows have not been Created by Independent lParty: Yes evaluated for usu ht High Vclodty Hurl (cane Zones Evaluatiml Reports (Broward and Date COundo"). FL9242 R2 AE ERflo1G40 FEI F100.0 MI Re O.Lf Created by Independent third Party: Yes ___ -_�_'____. ___ _____ _ _ _ -__ --------- . . 1II._ ;_-_-__ _-' 9242,2 tesL Series 1000 Fixed Miestone Series 1000 Rectanl uln & Shaped DedJ le rlXed Alunlnum fop -In - act Whirl w5 Llndts of Us. C ti0ution Agoncy Can rtific W Approved for use in HVHZ: No F�1_ 112 C CAC N1UlU .Ile. FLF Approved fol a outside HVHZ: Yes Quality A..uronce Contract Exph.diou Dale ItvPact Rest unit: No 00/31/2014 Design Pressure: 'F45 ••55 9 / InsWllatlon Instructions Other: 1) FW-HC,45 s 73x37 (NAMI Certificate F.1 VL.,i v.,LU...,11_l:.__N C WJ itR4V.. OW01pdr N1010221C) 2) Milestone Series 1000 Rectangular D Vcnirled By: Robert I. Arioluso, P.E. FL PE No. 49752 Shaped Designer Fixed Afuminurn Nal-Inpact Windows Created by Independent Ttllyd Party: Yes have not peon evaluated lot use In High VUIOCIty Hurricand Evaluation Reports Zones (Broward and Dade Counties). FL9242 R2_ AE_EPNPI64t3 F,�I_,F)uPtl--NI_.P,,"10,1!11f Created by Independent Third Party: Yes 1445 FEI 5GD1000 II awl odf 9242.3 Minustone Songs 1000 Fixed M'leston. Ser es 1000 R.cWnr ult., , Sha ed U"" n.t P J Fixed Aluminum Non•Im )an Win caws d Lir„jta of Use Co, till cutfu t Aycncy Ccs liffcam--'_..__.,_...____._ Approved fur use in IIVHZ: No FL92,12 lit C CAC N10LOI21N.POF Approvod for use outside HVHZ; Yes Quality Azsur'anc. Contract Expiration Date I fir pact Real.tant: NO 08/31/201.1 Deign P.......; +351-35 Installation Instructions Oahu: 1) FVJ-HC35 s 73x37 (NAMI Certl(Icato EL4i32..9?_lL1_.NL_14M`._1U92 D'� LI.;vf N1030, 11N) 2) Milestone Serle" 1000 Rectangular a. Verified By: Robert J. ArtiorusO, P.E. FL PE No. 49752. Shaped Designer Flxed Aluminum Non -Impact Wlndcws Created by Independent Third Party: Yes have not been evaluated for use In Hi, h Velocity Hurricane Evaluation Report, Zoll.. (BrdwurJ and Utica Counties). F242 R � ERflo 15x6 -rEl E,I Q00 NI RevD.udf .F Created by Independent Hnrd Party: Yes 9242.4 Mine5tone Serle. 3000 Fixed hhlecton. Sones 1000 Rattan uta, & Shaped De i'1)C p r J p s FL3409 R3 C CAC NT010269 PDF Fixed Alurnlnum Non•!m act VJlndovrs P _ Lit,its of Vac Ccrtifistion Agency Ccnifeet. App....J for ur:c in IIVIIZ: NO FL92.12 RL C CAC NIU101210.PDF n r wad for c outside HVHZ: Yes Il A a Contract Ex h.tic 1 Oat. e 11 PP Quality P LuP ct It t- rt: No 141 31 21)14 D dl- 70 -70 I t II t o t I tons c J Ps• a / Otho 1 Fy HC70 77x37 flAMl Car tl (leafy N1010211D 4192441 RZ 1I fhYi N 00 Ow, ' df 2) MiIULOne Series 1000 liectu gulur a Shaped Designer Verified By, Robert 1. Amoroso, P.C.P E. _ PE No. 49752 Fixed Alurnlnum Non•Inpact Window, have not teen Created by Independent Thrd party: Yes evaluated for use In HIUh VelocityHurricane Zones E vluaoRep.. is (BruwarJ and Dade Counties). FL9242 R2 AE ERhlU 164E FEI F1000 ell I2avll1pdf ..._.___-._.__,._.____ .- _ Created by Independent I ILrd Party: Yes 42 5 _ Milestone Series 1000 Fixed Milestone Series 1000 Ream uler & Shaped 9 p Designer Fixed Aluminum Non lmpau Windows _-_._..___ _ ____._.__ Omit. f U Us. Cartifistion Agency Certificate Approved fur u..c in HVHL: fIU `1974 R C CAC Ill y),j;Y,ZIQ PDF Approva) fu rr a lsicle IIVIIL: Ye; _.___-,_______._a Fl,ty A ^_ce Cuntr ict Expiration Ua[e ___ --_-- Date Submitted 07/05/2010 Date Validated 07/06/2010 Date pending FBC Approval 07/07/2010 Date Approved 08/10/2010 5Iarmmalry of P d ctr FL # Model, Number or Name Oesuipnon U409.1 les, re Series 1070 Sliding Miles, Milestone Series 1000 Sliding Glass Aluminum f1Jn Lmpact Appllntlon ,ULU, Glass Door Doors 5td-5111 and ill -1111 Limits of Use Certification Agency Certificate ---_-T---- Appravad for usa in HVHZ: No FLU,Q- F.2 C CAC RD]•p2?9A PDF Approved for lose outside HVHZ: Yes quality Assurance Contract Expiration Date Impact Resistant: No 11/30/2014 Design Pressure: +401.40 Installation Instructions Other: SID .,40 190.96 XXXX FL8409 R3 II Sula,1000 Nunhnoact FLEX24L10-11-17.adf dan nYdC`Jner Gyama,r.mm Verified By: Robert J. Anwruso, PE FL FE No. 49752 Danny )W-, Created by independent Third Party: Yes da nny.joynerlr„amarr.rom Evaluation Reports Danny JCyner FLU409 -R3 AE Cert frcatggf Indeoende ice Ree.,t Nu 155 Carriage Court 1445 FEI 5GD1000 II awl odf Winston-5elen,, INC 2710,, 1'I r74n4 R3 AF Pmd ref Fv:,IL,.It all 2epglt.ply (335)251-1309 1.145 FEI SGD1000 Ill Revl. ddf dj ay n =,:Slam. m r rcom Created by Independent Third Party: Yes r____ _._. ______ App, owed luI u=c.urid. HVrr4; Ya: 8409.2Milestone SerIe51000 Sliding rlilestune Series 7000 51iJing Glass Alunllnwn flan-UnPuct Glass Door UOu , Std•Sill an Hi•Sill Limit: of Oz. �_ Ccrtificatio„ AUcncy Cctlifi-to, Approved fur use h, HVHZ: No FL3409 R3 C CAC NT010269 PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant No 11/30/2014 Ocsign Pressure: T 45/-45 Inslallalion 1-6 ..fl.a. Other: ` - 4 _,GU C 5 143x96 XXO F 11) I II r 'U ca m a'C F X -s4 10-1 -11Uf 4E_3_I�_ e L zq.4_.N.11- p c LE _ i i icor I; a ,eplJcement door. Verified By: Robert J Amuru o PE I- Pt No. •1'7J5L w',vw', Iloricabuildiny.orr/ur/pl aaU 7S:an:: Created by Independent Third Party: Yes vlp: Evaluation Reports eye.9 firY tI,111549.551_}' !.',tllttfiCojsl4i;a4-P.PJld.ncy Recort No. S_bcatagary 14.15 FEI SGD1000 ill Revl.ndf Coln,Mance melnod t 1`1.13409 R3 AF Pr.11ucL Fvudua(Ioit ge fell trio. 1.'11 i PEI SGD199U fit 2,tL(.11df __._-_-___.____ _Y tr, .tI d by md,',,,I m�nlld'P,`I Yes eecl, n n tiwa 1 'I I���tllil( CU& r yllm�� B Wal •�j��wwa� fa�AI llia CI 0I Inrdlwn. I WN., (ms n.,a..x. I •• fpm l s---- I :,1„u _.,_. AM=�"' r.IDd;u� ,a r,_t I iwr:a:n,: I wc,oa I I,ua s-., I u„" I A.- I �'e, ustx 1,1A 1 Wal 4-r (iuu,.A.Y,I.,vd a.",n ]"t "".uaV -= ACPl",,..1 cu• FL e Fits 302 R1 Appllcatlon Type Itavl5lon Cede V,,, a[Cn 2007 Appllntlon ,ULU, Appravcd Co n, ,inti IF E`.aluallon RCpU,L- H,,dcopy R craw cd Arcnmad k:m ,,,it ct Manufacture(' Arnalr Garage 11-1 Addrass/Phl LlvEmall 165 Carriag. Court Quahly A:mean,. Entity Wln:tun-Salam, NC 27105 Qu allay A_.uranro Contract Expiration Data 336 251.1309 ValldatCd Hy dan nYdC`Jner Gyama,r.mm Authorized Siynelut•= Danny )W-, Certificate of lndapandanr. da nny.joynerlr„amarr.rom Tcchnle,l RUpla_.Untahvd Danny JCyner Address/VhnnwtE ld 155 Carriage Court 53-2.11 5trattord (M600) Winston-5elen,, INC 2710,, M75 0) (335)251-1309 __ Limila of Use `_ ___. ____._� dj ay n =,:Slam. m r rcom Quality Ai.uranta Reptw nt,inve Address/Phone/ E m a l eateuary Estc,iar Unora 5 ubcategory Sectional Latafl Cr DNor Assemblle" _Jmpllanee rl, Uud Evaluation Report trom a rldr Ma .Registe, •_d A,clnlcrt fir a Licensed Dela A,, ­ ,ed r"1% Frofessiollal Engineer 7302.4 5ttauo,d (M600) IF E`.aluallon RCpU,L- H,,dcopy R craw cd Amid, oigii-, or PoO tcu um U who davelUped Trtomas L. 51,elmerdlne the EVeluatl:n R.PlIL __ Ine.11nr ,; h,. ucti.na . Florida Lc vi, PE -0044579 Quahly A:mean,. Entity Intent -k Tesling G,:rvic NA Inc Qu allay A_.uranro Contract Expiration Data ur/0112099 ValldatCd Hy 5te'ven M. J110, FE 1)U,+,: Dailgn Pressura 126.7/-31.6, Not IZ VlLdlti nChecklist-Hardcopy ne Uivad Certificate of lndapandanr. FL5301 _Ri crit Tom Chulmrlren CRtLL,f,tnae +L•:nde,lc- rv,,,, ,n as, structs ra is design d as purtiOny 7.24.20D7.pdr Kefvr ,,ad 51andend and Yea, (df Standard) 6tandard ye.,y 53-2.11 5trattord (M600) ANSI/1)A5CIA 305 1.111 M75 0) A111 E 330 Z002 ,roduct Approval method Hethrld 1 Option n Dale Sul:miltUd 12/15/2008 Date V,IIdatul 01/07/2009 Date Fending FBC nppr9Vtll Ul/13/2UU9 Dela A,, ­ ,ed 02/03/2009 7302.4 5ttauo,d (M600) and HCI''ta,]a Dw9. IRC'60e9. 110 15, Tn,u 9' ,[do, (M950) ,wr Li„ .f us. __ Ine.11nr ,; h,. ucti.na . a- .wed fo, ore in Houl: Ill rL5a.1 Ki it R(t26V09-09.15.pdT Approved for nae ..Inde IIV1tz; 'fas V.raiid by: IUN 5Hl:LMEiiUINE 0040579 Impact R.Y:anmt No Created by Independont Ihhd Party: Yes Dwfan P......e. 126.7/-31.6 Evalualbn Repurta 1)U,+,: Dailgn Pressura 126.7/-31.6, Not for ot. In IIVIIZ. FLvo1 li 1 nF A=1_F -a•t .t•L.g5,efT U -n9 o,,n l "hail rat be used In wrnU-uame Uebns LL5302 Itt AE P%:igd_f likc.6Uo9•t50-t9 ppr rv,,,, ,n as, structs ra is design d as purtiOny c ,Il J or Crawled by Indvperd int Tlllyd Party: Yes d1a, I:.1 reply WI Rant deer. --__.._._.. FrCdUct Manufatlur.r 53-2.11 5trattord (M600) . and Ilcr tag. u -J. IIiG6016.1:10-15, 10' Ihle Is, "Id'. M75 0) Created Ly1 Jspb d. t Ili ,J Va,tY: Yva __ Limila of Use `_ ___. ____._� lnetall.anu„ J4.4 -G. - ,us4uctiu,rrApproved App .... dfor no, In IIVIIZ; dl FL530z kl H Pllp.,Q; _J" la,-C'g12-.1'JO.15.,df App, owed luI u=c.urid. HVrr4; Ya: Vanillas Uy: rum sI ILLMLAUINe UU•Id6/9 I,.,yact Roo :cant: No C r; �V I'll 11 by I JepU ,d,, t Thr Party: Y,, -,Da iVn Ple3sulc; I L'e`.6/-2'7.1 Ddnny:oyne Eva l+.tion 1[.yorta Dlhvr, IIP,assure `25.6/-29.1, Not for uta, In IIVIIZ. rc FLS:int it I t117 LL'2e.,dl0 .•.95-kp( Glu n -j 'Pu", Shall 11Ct U•J used In wield LUmc dcbrls fL!iJ IZ. I` 1' pl rnjse _aA.�t__12_'L1'1Z_I�L_.._ ,_.t34:1S,puf re,]lon un lCPa, rncl.td Is dvsl'Jnad as VanIJIIY vn ClCtad or Cr cntcJ by Inde(:,ad,:ut Inlyd patY: Yvs icor I; a ,eplJcement door. 165 Ca,Ila9 o rt Cou.rt w',vw', Iloricabuildiny.orr/ur/pl aaU 7S:an:: In vlp: st eg h ftrlU'F.2no.9p.."IJBJh9AAMUI' nuu'�rdl.a tlC il-Il: s r 0; y °°' RI IT pYy G .aaiaa"'tl d'W a-,EJ�!"a•'� j� IN td ' _ 1. 1i 1 -1 -B. - l t n u'�w�rw,x�,tx'u�aau.w _.§�. awn' .. ,P�N:Gfl y RT 1 Ixidl W.a.e ' ,a M J,m.,e .Pae2, Nt a t, 9�Arrr J, a c Tf�..-,1'�,t�'JL,ol 1 _ i; au tea c uoa vi = ai ! i Y �tnE c Iaek.,aw w. ;c.ss« u I out I ;a. ei.t-t [,n act Rai slant. No ,wr ., ,p,L J'ct Approval 1r',��I v'. WI_ t leu„ ap l 039r r ;�,( ?4. ]xG&„N1` � 1 o u Ino:laths_rvalt--•6Cd__-[P_u�ca I,cUltss:J,t LG:, Avlu. - F a FL5427-R2 Appllcatlon lypa R.vWs n CC,IU VU,: o„ 2007 A Icalu LLa1,a VN A "'fled II Cmnm.nL 0 -it- ul U.e n¢nrved a FrCdUct Manufatlur.r Amar Garagn DOdrs Add­.:/Phone/Entail 105 cwd,ga CNurt Created Ly1 Jspb d. t Ili ,J Va,tY: Yva Wi nston9 emC , P 27105 C -1 -ti- Hapu, la (336)351-1309 t_a.,'LI(_-1,L_Pac. Q1..21 o7 )La danny.jcyncr Wama,r rn Aluodzad 519na Lu,e Danny Joyner C r; �V dannyaayne,�I aman.e.... Tcc,rI,.1 Rep, mall,= Ddnny:oyne Addeo.,hone =mall 365 C- I g Court WIII IN , NC 417107 (3:16) 2a1 -1'2V9 otou ' 1 r .Lal, vJr u Q uant Ai;.ra tctl Relp a entatl'Je ! Y P Uann r to n Y Jeri., Address Phot, Ertil An ara9 a 165 Ca,Ila9 o rt Cou.rt 1V'„:lon Salem NC 7 105 dlslnar'ptamarr eye.9 firY Extdr er Doers S_bcatagary Sectio lel Exterior Daor Atcemblle; Coln,Mance melnod t EvAi TU, RU art from a F lrl]a Re -I [- --J 1411 .ecL ur , l cUn- n J cJ Florida Iroras canal Eng near IE' EValuedsn Report - Hard,opy R+ _ wed FICIMe Ln -li ,lin-, or A,el'te,,L Nana, ,oho dr.valo,c. 6 f d ihcmasl Shelmr rdl le the Evalua!Isn kepert F C,Ida D<enta rE U04Y5JJ Quality AI,U,eice Entty InWrWkTe:tllg services NAInc Quallly A":,,,, ce Conlnct Expiratbn Data 01101/2099 Valldatcd 0y 5taven M. Uilch PC IT Valld.AIOn Checkllst- llardcap'y R"a-d Ce an,ll. aflndependenca rLSA 7 R2 Ctli Lean.`,buirrerolneL tt of lr'd_c,Jaiibe 7,24 acu7.pdf Referenced 51.anda d ,rd Year (orsta d -J) poniard Y.ar ASTM E330 2002 54'2/.: CluaslW luUU un0 2000 HSUU, 9 Wide Ul .tca luuu and 2uuo I'soo, SU01 s0a 111C.5304- 730 1 LinliU.1 Usa _ 1. 1i 1 -1 -B. - l t n A ,.-it for acs fn HVHZ: Ne App VP FL5427 R I] Ie 5 S P F a arrin 's. Of , ,I5dP.S h p ' APplevc.l uutsidu 11 VIIZ: Yai Verified by:TI L haimer merdln. Fl i-E9VV4tl 5/J ei.t-t [,n act Rai slant. No Lne - C C ­ ted L t d - I d e t Tl,;,d J Pu, t :r1). Umi „P: mss: a: 126.1/.31.4 v t leu„ ap l .mer. not for use I t uvHz. cls: ng lot ova Ia6�e I„ r ;�,( ?4. ]xG&„N1` � 1 o u HVHZ. 32' rill Svcl ons MAx LL 1ZZ1 [t riJrl(y l,NU VO Cl ,«:,i 1_vj'-Ii99.9.1id[ CL FL. 127 lie. "t ,',� 1,(V l Elllillltiall11-It vU( L a) C -It'd by 111111PInd,int II d PILY Yea - S4Z/.V ctu ca 1000 -d 2000 riso0, 30 e. Clo» INa loco and 2VUU h1500, 500i LUVI 1110-5310 13U24 0 -it- ul U.e lnatulluru„ L,....d. e R vcJ aur use i„ IIVIIL: NU vl to -, i F +' FL i' J Ill 1' IltC-5J36d7U . p N t i, Jt k9, U ] 4 - -TI A . , vcJ fur a eutsiJa IIVIIL: Yvi {'. o so V f � cJ By u a: L, L al, avlay FL PO Vo1J5/9 1051. ImPnct Rc:inn.nt: Created Ly1 Jspb d. t Ili ,J Va,tY: Yva Umiun P,c__u, c: '25.61-29.1 C -1 -ti- Hapu, la ou,.0 Not for a.. ill HVHZ. GIasiny wt availably In t_a.,'LI(_-1,L_Pac. Q1..21 o7 )La HVHZ. 32 ran Schorr" MAX I f J I I r. M a I :• L. _2__il 6 C.a_ry_. UO Ca..:<, T1100 AUGU,"Ir }r N N - rO C_ (n ^ W - O a) � U L' 0 w L. 0- 0- r_- ® _0N O " 40-1 a • CM -;5W -0 CL „. L a) =3M -0 L_ /0 Ei M -0 '® �a) Vi -0 o 0 ca- cz W 0 M U > .L Z3 CD U) L_d 0 /0y „ L 0. 1`f./) y � C r; �V I,+- .= - IJV 1.F1 0, L, E Z Z W J SHEET N0. PA 1.1 - rO /._ 40-1 1. /„ -. -. �.. ■ SHEET N0. PA 1.1 ki 1 "tr 1 "- 1 -Fir LI If {�I } i I t { I p�1Ik kl 1 h t IrTi t i , f I I � t �S �L4} € I e } r A ved fur use La IIVIIZ: PPra ! far ,a x c { F r1-M Tl1 rY s c ..::, t1i r iia n f 119 rt i t.uflluk..kA r � . d I . ,_.l.k x'� fl,'� I "i'(.; } De.rl3 Prea.nrC: NIA t,1.. E• '..I. }{ Other' 1) See Installation Imp}ntctions/Design Pressure {iaIt!_� �. u3 1� �t,� tFi .�IdSR ` f 1 'r f ,, '#.}d.�li.t)4ti�i.frl�� i i i ����� I} FL3136 R3 AE KCI OALlcernce ptf for complete ILC of Llnlltatlon'_ - Conditions of We. Created by Independent Third Patty: : �d1I).}xar�dr� l a �1:. I �r au , .. u . sri.. !r nt�r�i4��mi4wluius.r=.:,,.r�a�n OCuroma I Levin U.crRC-sUatun 1 Ialtnkma i Eob,tcada1 aaL>ar„b ' rWoli,oin i Fos stag 1 Lots -to Map 1 bn.a I b -01I � ,pp't7yj 1� tProduct Approval Verified By: Wayne A. Block, P.C. PE - 52583 Impact Resistant: No Created by Independent Third Party: lNf✓%usot. vane user Evaluation Reports olharSee lnstaliation Instructions/Design Pressure .t�!,Hr Drawings fur UP..) Sao Mullion Product Evaluation Report FL3135_P,3_AEKCCI OALicensee.pcif fur colllplele list of LilnitatlUns and Conditions of Use._ G ... tAIILov l t_t,u>P)dv_CoregplYatio ..fares.4 - t_tt.>Appllcatlon Uetall 3136.13 No. FE 5712, Fin Tube Mullion FL # FL313G-R3 Installation Instructions Application 'Type Affl rmution Approved for azo outside HVHZ: Yee Coda Version 2007 Created by Independent Third Party: Application Status Approved Olhor: 1) See Ilulallatlon Illstructions/Design Pressure Comments Dreamy$ (or DP. 2) Be. hlulllon Product Evaluation Report FL3136 R3 AE_Kr1 Q . - , s-e.plif Al (`1" 3136.1M1 No. FE5713, Fill Tube Mullion _ Product Manufacturer Florida Extruders International, Inc. Instructions Address./Phone/Emell 2540 Jewett Lane Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52583 San( rd, FL 3'2'171 Created by Independent Third Party: Design Pressure: N/A (407) 323-3300 Ext 334 Olhar: 1) See Installation hl sGu clip ns/Design Pressure FL3136_R3 AE FEII002-Rev'-ER Mullicns.pdf jhoke(mfiorldaextruders.corin FU3135 R3 AE KCI. QALicensee.pdf Authorized Slgnature Robert Amorusc Authorized Signature ramoruso.peClfloridaextruders.conl 1" x 4"-x-3/8" I echnical Representative Robert J. Amoroso Approvod for use in HVHZ: No Address/Phone/Ercall 2540 Jewett Lane Verified By: Wayne A. Block, P.E. 52583 Impact Resist -at: Yes Seaford, FL 3282d Design Pressure: N/A Evaluation Reports (407)323.3300 fL3135 R3_AE_ FEILn 02-Rev2-ER Mulllons.pdf Drawings for DP. 2) See fillio r Product Evaluation Report rantorU$o.pe (..1111orldoextruders.com for complete list of Limitations and Conditions of Use. quallLy A55urance Representative Lori Phllllps Flange sill/fin clip for 1" x 2" mullion ��--.._._.-,_ Address/Phone/Email Florida Exit seers Int'I, Inc. Approved for use in HVHZ: No FL3136_R3_IC Mulllun_Instlll FL_136 6:06.pdf 2540 Jewett !ane Verified By: Wayne A. Block, P.E. PE - 52563 Impact Resistant: No Sanford, FL 32771 Ursign Pressure: N/A Evaluation Reports (407) 323-3300 FL3136 R3 AE_FEIIOUZ-Rev2-ER MU111011-121 Drawings for UP. 2) See Mellon Product Evaluation Report Iphil@fl a,k]aextruders.colrr for comPlcte list of Lhnitatlons and Conditions of Use. Category Windows Flange sllVfin clip for 1" x 2 7/16" mullion Subcategory Mullions Approved for use in HVfIZ: No Compliance Method Evaluation Report from a Florida Registered Architect or a Impact Resistant: No Llcensed Florida Professional Englneer Design Pressure: N/A Evaluation Reports !;r"P Evaluation Report - }iardcopy Received Florida Engineer or Architect Name who Wayne A. Block, Ph.D., P.E. FL3135 R3 AE KCI OALicersee.pdf developed the Evaluation Report Created by Independent Third Party: o.(side) 3136.18 NFE5717, Flange Tube Mullion Florida License I'E-52583 12/31/2011 Quality Assurance Entity Keystune Certifications, Inc. Steven M. Wich, Re gn,dity Assurance Contract Expiration Date ',O Validation Checklist - Hardcopy Validated By L.F. Schmidt, P.L. FLl21V t,KrLS01 cert of Imlevend,jild.pdf Ir. Validatlon Checklist - Hardcopy Received Referenced Standard and'Year (,if standard) Certifica Ce of Independence FL3136_R3 COI cofI Mult 115.pdf Referenced Standard and Year (of Standard) Standard Year 1714.5.5 ZUU4 ASTf4 E3886 2002 ASTIM E1996 2002 ASird E33U 2OU2 R613.7 Equivalence of Product 5tando db Certified By Sections (loon the Code 2004 i�I affirm that there are no changes In the now Florlda Bulldlny Code which affect my product($) and my product(5) are In compliance with the new Florida Bullding Code. Documentation from approved Evaluation or Validation Entity 6 Yes ry No M N/A Product Approval Method OpPtioon D Date Submitted 05/20112008 Date Validated 05/20/2008 Date Pending FBC Approval Date Approved 06/05/2008 Summary of Products Go to PageF_. WPage 1 / 2 ti til FL S Model, Number or Name Description 3136.1 1 No No. FE5700, Flange Tube hlulllon 1" x 2" x 1/8_ _ _ __ __ �� Install 11structron. Li mils of esu at ion Ii Il t4ulllon isLall FL3'13v_Ez-Qfa,' Approved for use In HVHZ: EL'zl . pslf rlf Wayne A Bloclt P.E. PE - 52583 V : Yes /c Ic.d B A roved for ecu outside H HZy VP Created b Independent Third Party: .isWnt: fro -u Y Impact Rc Y Design Pressure: N/A Evaluation Reports Other: 1) See Installation I16ti UUlUils/Design Pres uru FL 1.6 k3 AE FEflUO2 Re iZ-Elt Mulllogs,pdf Drawings for UP. 2) See Mullion Product Evaluation Report FL3136 R3_AE_KCI QALncensea.pdf for curt plete list of Lnutaticne and Conditions of Use. Created by Independent Third Party: .. .. ___ ____�._ _._.__�._...._.._ _ _. ____._ .____._. __._._.. __ ___......,__...__._ 3136.2 Nu. FES/Ol, Flange Tube plulliun ", x 2" x 3/6" (front/hack) x 1/6' (side) Limits of Use Installation Instructions 6 6- Approved for use in HVHZ: No Fl- 136_R3 11 hlllllloll_lll$tali_FW-.13 _._06..p.df Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52503 Iu,pact Ro.i.tant: No Created by Independent Third Party: D-ign Piru.ia re,: N/A Ev+duutiou Reports OthCr: 1) See Installation Instructions/Ueshgn Pressure FL313G R3 AE_FEIIOU Rovv,ER hlullim,hs.p-JQ Drawings for UP. 2) See Mullion Product Evaluation Report FL3,136-, It3 AL'_i(Cl f1rlL1(gnyg4.pdf for complete Inst of Ldmnatlons and Conditions of Use. Created by Independent I hlyd Party: 3136.3 ^_v__I.No. �r-E.-,- Mange �fuf)e Mullion �l' x 2.7/16" x 1/0" ___-----�T-` Limits of Usu Installation Instructions Approval fur use In IIVIIZ: No FL3130_RI_II._tall!(r9.n_InSLill _FL3136_6rQ6,PdI Approved HVHZ: Yes Verified By: Wayne A. Block, P.E. PE . 52583 Impact Racist.ad: No Created by Independent Third Party: Design Pit c.....: N/A Evaluation Report. Other: 1) See Installation Instructions/Design Pressure 11_3136 R3- AE FEI1002-Rev2-ER Mp1110ns,pdf Drawings for DP. 2) See Mullion Product Evalua[lOn Repan[ I L'3135 1t3.�kE,. C1 C�Allcensee prat for complete Inst of Llnutations and Conditions of Use. Created by Independent Third Party: __ ._ r- .-. ____- -_--_ _____..-_._�.�-_-----____ r--- - (3136Arho. FES''/U3, Flange Tube hlulllon 1" x 2-7115" x 3/0" (from--.---) X 178" (side) Limits -f Use _ T... v _ Install tion Instructlons App. oved for u in HVHZ: No FL313b_R3_II. Mull_ ,. I1 tall_FL3136 6-06.pdf App rovod for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52,183 Impact Resistant: No Created by Independent third Party: Lign Pressure: N/A Evaluation Reports other: 1) See Installation Instructions/Design Pressure FL3136 R3 AE FECI002-Rey2-ER_Mullion .pdf Drawings for DP. 2) See Mullion Product Evaluation Report EI 3? R3 AE_KC�_QALicertss %pdf for complete Inst of Limitations and Conditions of Use. Created by Independent Third Party: „_..._ ._._T ._...._.. __._ ... _ _- _.. , __._. ---.- 3136.5 I Q. FE5704, Flange Tube Motion 1" x 4' x 1/8" Limits of Use- - _ Installation Instructions __.__�_-- Approved for ue VHZ: in IIVHZ: No FL3136_R3_ll_i7lulllgn_Install_FI.313G_G-06.pdf Approved for use outside HYes Verified By Wayne A. Block, P.E. PE - 52583 Impact Resistant: fro Created by Independent Third Party: Design Pressure: N/A Evaluation Ruperts other: 1) See Ilstallatlon Instructions/Deslgn Pressure `1_3136_R3 --- AE FEIIO9L,-.rcav2-ER_MulllOhs.pdf Drovlings for DP. 2) See tdullion Product Evaluation Report FL3136 R3 AE KCI QALicense" ( Icomplete list or Limitations and Conditions- of Use. Created by Independent Tllird Party: I ---.-.- 3136.6 No. FEI 5705, Flange Tube Mullion 1" x 4' x 3/8' (frunL/back) x 1/8' (side) .-._, ,._ ____ .1.___.._. ._._. .__._._.-_.._-_-..._...._--__--..._..._..._ _... .___.___...._. Limits of Use Installation Instructions Approved for use in HVHZ: Plc FL3136 _R3_II.Midtil 1r15[gll_FL3135_-6-06.pdf Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52583 Impact Resistant: Yes Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: 1) See Installation 1 -ti uctioru/Design Pressure FL3136 Rs3 AE--FEII00 Rev2-ER hlulliuns.pdf Drawings for DP, 2) See Mullion Product Evaluation Report FL3136_R3_AE_KC QALI en5ee puf for complete list of Limitations and Conditions of Usa. Created by Independent Third Party* _.- _._..., __ 313G.7____l No. FE57UG, External clip External dip for lx tube mullion ____. - -_ _.__.. . - - ._ _____ _- Limits of Use Installation Instructions Approved fur use in HVHZ: No 1`1.31}o R3 II hlulllon Install_FL313E_6 06,Pdf Approved for use outside HVHZ: Yes Verlfled By: Wayne A. Block, P.E. PE - 52563 1 Impact Resistant: Yes Created by Iudopelidant Third Party: 1 D-ir, Prti-me: N/A Evaluation Rcparts Other: 1) See Installation Instructions/Design Pressure FL3136 R3 AE FEII002.Rev2-ER_Mu-Ilions.ptJF Drawings for DR. 2) See Mullion Product EVdIUat!011 Report FL3136 R3 Ae_KCI QALlcensee.o(if for complete list of Limitations and Conditions of Use. Created by Independent third Party: _. .___.__ . 3� 136.8 I � fro. FE 707, Internal clip Internal clip for lx tube mullion ___._.,._ -__--..-..._ __._...._.. Limits of Use Installation Instructions Approved for use in HVHZ: No FL3136 R3 - 11 Mullion Install FL3136 6- u.urif Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52523 Impact Resistant: Yes Created by Independent Third Party: Design Pressor a: N/A Evaluation Report. Other. 1) See Installation Instructions/Design Pressure FL3136_RJ_AE.FEIi002-Rev2-EK_F1ullions,Pdf Drawings for UP. 2) See Mullion Product Evaluation Report FL3136KJ_AE- K<a ALicense_e.pdf for Coln PlQcQ list of Unihotlons and Conditions of Use. Created by Independent Third Party: _.�_..._._....___- I___----.._.___.______.___.._........._._-._______.._.__...__._-__. _. _ 3136.9 I No. FE5708, Eternal clip _ External clip for Zx tube mullion Limits of Use __..".. Installation Instructions Approved for use in HVfIZ: No FL'3136_K3 !I ML11110n_ Install FL3136 fit U6.pd1 Approved for use outside IIVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52503 Impact Resistant: Yes Created by Independent third Party: Design Pressure: N/A Evaluation Reports ether: 1) See Installation Instructlons/Deslgn Pressure FL313i5 R3 AE FEilUU2-Rev2-ER-Mil 11QtL,pdf Drawings for DP. 2) See Mullion Product Evaluation Report FL3136 _R3 seU.Edf for complete list of Urnitatlons and Conditions or Use. Created by Independent Third Party: -__ -_.. _ ._.. . ____ ._.._ 3136.10 1 .._Nu. FE5709, Fin Tube Mullion 1" x 2" x 1/6" . __._ '-_._.-__.— Limits of Use Installation Instructions Appruvad for... in IIVIIZ: No IL3136_Lt3_II-,.Muhiut�-I1stali_FL3136-.6-.062pdt Approved for Use outsides HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52583 Impact Resistant: No Created by Independent Third Party: Design Pressure: N/A Evaluation Report: Other: 1) See Installation Instructlons/Design Pressure FL3136_R3_AE._FEIIOU -Rav-2-ER.. Mullions 12df Drawings for DP. 2) See Mello! Product Evaluation Report FL3130 93 AE. KCI QALfcfln BL;_Ptl_f for complete list of Llndtatlons and Conditions of Use. Created by Independent Third Party: _ + _ '`T1.__.....� ___._. ..._. 3136.11 Nu. FE5710, Fin Tube Mullion 1" x 2" x 3/8" (from Vback) x I/O" (side) Liurits of Usu In t- Ilalwn Instructions A ved fur use La IIVIIZ: PPra ! far ,a FL313G R3 lI Mullion Install FL3136 6- 6 df 4_ _. - - - F - - - n mad n. arrl lee vPra h' IVI1Z: Yes Impact Resistant: fico Im t P Verified 8 : Wayne A. Block P.E. PE - 52563 Y Y De.rl3 Prea.nrC: NIA Created b Independent Third Party: Y P Y Evaluation Reports Other' 1) See Installation Imp}ntctions/Design Pressure FL'3136R3_AE_FEIIQQZ-Rev7 FR Mullloor tLrtf Drawings for DP. 2) See Mulll9A Product EvalUatlon Report FL3136 R3 AE KCI OALlcernce ptf for complete ILC of Llnlltatlon'_ - Conditions of We. Created by Independent Third Patty: 3136.12 No. cc 5711, Fin Tube Mullion 1" x 2-7116" X 1/8" Limits of Use Inst II [ n In-truetions Approved for use in HVHLr No FL3136 Rj lI Mullion install FL313G_6.OG.pdf Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.C. PE - 52583 Impact Resistant: No Created by Independent Third Party: Desig71),-Psure: N/A Evaluation Reports olharSee lnstaliation Instructions/Design Pressure FL_i136 k3_AE_FEIIV02-Rev2-ER-jqulllonp,pdf Drawings fur UP..) Sao Mullion Product Evaluation Report FL3135_P,3_AEKCCI OALicensee.pcif fur colllplele list of LilnitatlUns and Conditions of Use._ Created by IndePendcuL Third Party: 3136.13 No. FE 5712, Fin Tube Mullion 1" x 2-7/16" x 3/8" (frUnt/back) x 1/8" (side) . ___--____--___ �.... _..__.__ ..__._____._......._.__.- Limits of Use Installation Instructions Approved foruse Inn HVHZ: No FL3136 R3 It -Mi M-In_tall_FL3135._5-Q6,Pjjf` Approved for azo outside HVHZ: Yee Verlfled By: Wayne A. Block, P.E. PE -52583 Impact Resistant: No Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Olhor: 1) See Ilulallatlon Illstructions/Design Pressure Fl -3136 R3 AE FE 100 -R ✓ eR Mullions.edf Dreamy$ (or DP. 2) Be. hlulllon Product Evaluation Report FL3136 R3 AE_Kr1 Q . - , s-e.plif for complete Inst of Limitations and Conditions of Use. Created by Independent Thu d Party: __.�� 3136.1M1 No. FE5713, Fill Tube Mullion _ I" x 4" x 1/8" ���� _.._.� v Limits of Use �Installation Instructions Approved for use In HVHZ: No FL3136 R3 II Mullion Install FL3135_.6-(6,pdf Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52583 Impact Resistant: No Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Olhar: 1) See Installation hl sGu clip ns/Design Pressure FL3136_R3 AE FEII002-Rev'-ER Mullicns.pdf Drawings for DR. 2) See Mullion Product Evaluation Report FU3135 R3 AE KCI. QALicensee.pdf for complete list of Limitations and Conditions of Use. Created by Independent Third Party: Authorized Signature 3136.15 No. FE5714,�Fin Tube hlulllon 1" x 4"-x-3/8" Lin Its of Usu Installation Instructions Approvod for use in HVHZ: No FL3136 Rd 11 Mullion Install FI_3135 5_-06.pdf Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. 52583 Impact Resist -at: Yes Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: 11See Installation Instructions/Design Pressure fL3135 R3_AE_ FEILn 02-Rev2-ER Mulllons.pdf Drawings for DP. 2) See fillio r Product Evaluation Report I L:3136_R3_AE_K_CLQAI. icensee.pdf for complete list of Limitations and Conditions of Use. Created by Independent third Party: 3135.16 T No. FE5715, Flange sill/fin clip Flange sill/fin clip for 1" x 2" mullion ��--.._._.-,_ 4 Limits of Use Installation Instructions Approved for use in HVHZ: No FL3136_R3_IC Mulllun_Instlll FL_136 6:06.pdf Approved for use c inside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52563 Impact Resistant: No Created by Independent Third Party: Ursign Pressure: N/A Evaluation Reports other: 1) See Installation Instructions/Design Pressure FL3136 R3 AE_FEIIOUZ-Rev2-ER MU111011-121 Drawings for UP. 2) See Mellon Product Evaluation Report FL3136R3._AE_KCI_QALLensee.pdf for comPlcte list of Lhnitatlons and Conditions of Use. Created by Independent Third Party: 313617 I No. FE5716, Flange sill/fin clip Flange sllVfin clip for 1" x 2 7/16" mullion Limits of Use Installation Instructions Approved for use in HVfIZ: No FL313G_R3_lI_t+l Mullion Install FI,313G G _QG,.pdt Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52583 Impact Resistant: No Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Othat: 1) See Installation Instructlons/Design Pressure FC=3136_R3_FlE_FEI[V02-Re'r2-.Ef C!I1tI1.l4.RS.,D511 Drawings for Op. 2) See Mullion Product Evaluation Report FL3135 R3 AE KCI OALicersee.pdf for complete list of Limina Lions and Conditions of Use. Created by Independent Third Party: o.(side) 3136.18 NFE5717, Flange Tube Mullion 2" x 4" X 3/8" (front/back) x 1/6" "i" n f Ii �. it�<t li144{}4 I i:.:33'I i.^{ Roofin 9 . Uj}jaU�(Pt »i ttil �"5w i; ,rt lta# is ':; E: 1, il ase.- '. ..+; I ..- Asphalt Shingles ff5V� Y`1{t.«i)Ei�teiv.'12'rri:"ii&£,..Ixniii, 'lirui,Eif'ir� nCls Home I Login I J,v R,Si Llolc n I l at Topka i subnut soch s. i 5, l4 h rade i F'Uiradoti I rel eWfi I W13 Sire M.P d Uri.: I x44 h I Ili 6e' ~ Product Approval /l �{} (USER: Pu61c O:Cr 4- Florida Professional Englneer r t r dR .. tl.: A .I Prnaist Armco'..,!Menu>rtud,✓_I.1 Na,lk.1hou'olllIl>A;ULd .,r Lrt>Appinuthon Detad , I Evaluatloll Report - Ilardcopy Received FL A FL5444-R2 Robert Nleminen Application Type Revision I -a t t.. r. fart: j poa,,hons Code Versiun 2007 PE -59166 Application Status Approved Undanvriters LaOoratorles Inc. Comments Quality Assurance Contract Expiration Date 30/0I/2010 Archived H. John W. Knezevich, PE Product Manufacturer CertainTeed Corporation -Roofing 'E Validation Checklist - Hardcopy Received Address/Phone/Email PO Box 1100 f4_14.,B2COI Trinity ERD Certlflcaltpn v1_IRd_:penden ce.odP 1400 Union Meeting Rd Referenced Standard and Year (of Standard) Standard Blue Bell, PA 19422 Approved ASTM D3161, Class F (215) 274-2350 Jacksonvl Ile, FL 32218 ASTM D3452 rt.Chard.a.snyderUsaint-gobain.cern Authorized Signature Richard Snyder 2UU5 ALide richai d.a.snyder(_ saint-gubain.cun, Technical Repnesenlative R. Allan Snyder Address/Phone/Eniall PO Box 1100 Technical Representative 1400 Union Meeting Read Address/Phone/Ernall Blue Bell, PA 19422 Authorized Signature AIIan.R.SnyderC�saint-gabain.cam unlit Assurance Representative Q y p Address Phan n a I / e/E 1.1 category J Roofin 9 I �^ r E i N 1 I 1 rR[Yf � u- U IW �i' , � App 1 t({ 'rI1 kids {{' IC ` i � Subcategory Asphalt Shingles m It i 7 t" r (LP#ie�>1 i i }' 1II Tic [ , r _}tttt.£ f ..} ii .zi F tit II ii 1 } I } .t'. ` tic : h5 ,fJt�92"M141 7}}}. Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed ._._�, Vinyl Slding___-..^____-�__..___._ Florida Professional Englneer r t r dR .. tl.: A .I .4rr�� , I Evaluatloll Report - Ilardcopy Received { 4 r . ..,fill I. I pp 1 �3` ����fl ..S} sr:aa� Florida Engineer or Architect )lame who developed Robert Nleminen 1 . "�.a': � yr-qr-r V1 *`f � '.' p _ Nf G ' i. e y i .i .-^:hu�Ll� r5,.::.fa..0:Sf��1,u4a I�� u ,tla # e J. the Evaluation Report I -a t t.. r. fart: j poa,,hons I Hi Staff 4 D:1.i51n MaP 1 un's 1 vx,rrh I Florida License PE -59166 (Double Created by Independent Third Party: Yes Quality Asurunce Entity Undanvriters LaOoratorles Inc. Triple 3" +I- 86.5 psf with nails. Quality Assurance Contract Expiration Date 30/0I/2010 _VENT-.-. Certification Agency Certificate Validated By John W. Knezevich, PE Approved for use outside HVHZ: Yes FL 4 'E Validation Checklist - Hardcopy Received 03/13/2013 Cal of lmdependMlre f4_14.,B2COI Trinity ERD Certlflcaltpn v1_IRd_:penden ce.odP Code Versiun Referenced Standard and Year (of Standard) Standard Yea[ Approved ASTM D3161, Class F 2003 Jacksonvl Ile, FL 32218 ASTM D3452 2004 A ASTM D71511, class H 2UU5 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted (17/27!2009 Date Validated 08/13/2009 Date Pending FBC Approval 00/31/2009 Date Approved 10/13/2009 FLK I Model, Number or Name 5444.1 1 CertainTeed Asphalt Roofing Shingles Limits of Uso Approved for use in HVHZ: No Approvod for use outside IIVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to Eft Section 5 for Limits of Use 3 -tab, laminated, architectural and 4 -tab asphalt roof shingles Installation Instructions F1.5444_R2 II e1072709FINAL Asphalt Shingle FL5444- 11 ,p&f Verified By: Robert Nleminen, PE PC- 59166 Created by Independent Third Party: Yes Evaluation Report. FL5444 R2 AE__1,07D09FINAL Asphalt S:hihci_ FL5444- FcZ va Created by Independent Third Party: Yes __J Eil C;`" t.4 r,rA nrtm u,r balsa Dapadrnornof Co ,ou,Ay Alf Irs FW10a a dding Codc chrme Cad« and stand.,rde T I f­jda 12399-2160 5.0)4U71 _'3u FeK Od 0)',19 S)16 Equivalence of Product Standards Certified By Sections front the Code Product Approval Method Method 1 Option D Date Submitted 02/12/2009 I �^ r E i N 1 I 1 rR[Yf � u- U IW �i' , � App 1 t({ 'rI1 kids {{' IC ` i � r, .: •: {d t ; f. jj( (.� I C t I �y, 3i m It i 7 t" r (LP#ie�>1 i i }' 1II Tic [ , r _}tttt.£ f ..} ii .zi F tit II ii 1 } I } .t'. ` tic : h5 ,fJt�92"M141 7}}}. Date Approved P . r. 1r ,�{it. �2.)IIIr�� . � ._._�, Vinyl Slding___-..^____-�__..___._ Limits of Use r t r dR .. tl.: A .I .4rr�� ,f a i't f d Ig { 4 r . ..,fill I. I pp 1 �3` ����fl ..S} sr:aa� Verified By: Architectural Testing, Inc Impact Resistant: N/A 1 . "�.a': � yr-qr-r V1 *`f � '.' p _ Nf G ' i. e y i .i .-^:hu�Ll� r5,.::.fa..0:Sf��1,u4a I�� u ,tla # e J. 3cls Ho,na I Login 11 L:nr Rcg,..naLon j Hot Topics j. sub,.,t I -a t t.. r. fart: j poa,,hons I Hi Staff 4 D:1.i51n MaP 1 un's 1 vx,rrh I , 1 t(u:F. HVHZ. Allowable Design Load for all configurations (Double Created by Independent Third Party: Yes & Uconduct Approval and Triple 3" +I- 86.5 psf with nails. ` T_..__--� Limits of Usa _VENT-.-. Certification Agency Certificate F d__LA"RivalM:�•EIcL_L_,P':L,'rcnd ,,.,rnr xh.A�p4c.,rron > Applkmlalt,oall Approved for use outside HVHZ: Yes FL 4 FL12103 03/13/2013 Application Type New Dther: Code Versiun 2007 Verified By: Miami -Dade BCCO - CER Application Status Approved L_ /C1 Lb Colnrnents Jacksonvl Ile, FL 32218 Created by Independent. Third Party: Archived A Product Manufacturer ALide Address/Phone/Email 3773 State Road Address/Phone/Ernall Cuyahoga Falls, OH 44223 Technical Representative (330) 922.2389 Address/Phone/Ernall nthonnpson fSlalside.com Authorized Signature rock Thompson Authorized Signature nth ompson@alslde.cmn Technical Representative Nick Thompson Address/Phone/Email 3773 State Road Address/Phone/Email Cuyahoga Falls, OH 44223 Ilthonlptoll@alSk ha.cQui Quality Assurance Representative Jack Mowery Addr-/Phone/Eniall 3773 State Road Category Cuyahoga Frills, OH 44223 Subcategory (419) 053-4656 of New Technology Compliance Method jnlowery(Ila15ide.conl Evaluation Entity Category Panel Walla Subcategory Siding Compliance Method Evaluation Report From a Florida Registered Architect or a Llcdn sed Validated By Florida Professional Engineer X Evaluation Report - hardcopy Received Florida Engineer or Architect Name who developed Alan ,leaves the Evaluation Report Florida Llcense PE -19354 Quality Assmanee Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Steven M. Wich, Re ',O Validation Checklist - Hardcopy Received Certificate of Independence FLl21V t,KrLS01 cert of Imlevend,jild.pdf Referenced Standard and'Year (,if standard) standard yc:u ASTM D'3679 2005 Equivalence of Product Standards Certified By Sections front 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 P 04 07 / 2009 ____..._._.-.....-_ _.-.._._ 12103.5 _ - Coventry_-.. _ _ ._._�, Vinyl Slding___-..^____-�__..___._ Limits of Use Installatian Instructions Approved for use in HVHZ: No FL12103 RO II Coventry. uJt 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 Reports Other: For use as exterior cladding only. Not for use in ELI21.U_RQ.AE coo=ntry Udf 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" +I- 86.5 psf with nails. ` T_..__--� �RAM{ .ikC;Ytk nk S:Skkk{ I {ik,itdi l{ kQi{(kt ; k {i,r r+ i'('h A tt�yy eF F ,i 1 I nl): t zit r r t tr ,t 1 ijE' f ;, ,'!118,t);•': s 1.,'.:{flit 1..'''t}ii' tai{I zi{ q1}fi r }., 'x f .... �+. i. ":i.. r .. Far::.:, .. i.. i It }Iy . - k r..,: ' .... t. Iv I. { 3 .. { {atltb.tA}'. t! IYt.'kiPjlt:l.1 " iI! o#Eb��:i trLtulhaiW.till,�„fr:4,iiflii,�YCs1�..Lt aths Hame 1 Ingh 1 Il:nr R,,�M':tinn ! not T.Via : S.. dd.S„rcla,9e 1 Stab SFacr 3 Pi:lac,rtens I me:;riff I nCISStI Map I uric: 2 5-ol, 1 nzrw :t Product Approval 1 t� 1USER: Pude Ther �;A' AY ,,,,&ur A...... lti­ u�F,,d.t!,r.Aii;,fr,gt42rL`h I A,,P'e u LRt> ApplFatlon Doral FL A FL12199 Application Typo N ew PP YP A 2007 Code version Approved Application Status PP aP Continents Archived Product Manufacturer KAYCAN LTD Address/Phone/Email 402 Boyer Circle Williston, VT 05,195 (905)793-9462 Ext 235 alex.jovanovic(�Pkpproduc3s.coni Authorized Signature Jovanovic Alex alex.jovanoviaglkpprodu ct^..Com Technical Representative Alex Jovanovlc Address/Phone/Elnall 255 Summeriea Read Brampton, NON -US 05476 (905)793-9462 Ext 235 alex.jo Varlovlr(alkppr oducts.cont quality Assurance Representative Alex lovancvic Addles/Phone/Ernall 255 sununerlea Road Brampton, NON -U5 12345 (416)553-681B a lex.jova no vic@k pprodu cts. corn Category Panel Walls subcategory Soffits Compilance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evalua Cion service, Inc. Quality Assurance Entity Afrilltectafdl Testing, Inc. quality Assurance Contract Expiration Date 12/31/2011 Validated By Robert A. Wa)z, PE 1A Validation Checklist - Hardcopy Received Certificate of Independence FLt2199 RO Col !CcCattjPF?1P of lndependence.odf Referenced Standard and Year (of Standard) Standard Yeal. ASTM D3679 2005 Equ Iva lance of Product Standards Certified by Sections from the Code Product Approval Method Method 1 Optlon C Date Submitted 02/26%2009 Data Validated (13/02/21109 Date Pending FBC Approval 03/05/2UO9 Date Approved 04/07/2009 FL KModel, Number or Name Description __._.-_ - _- -_- _ 12199.1 Center Vented 12'!�olid 1Y' Triple 4 Partially Perforated Vinyl Soffit Limits of Use Installatiwn Llstruciions Approved for use in f1VHZ: NokL11.1'-1'j RO II Ka' can l 05tal1aUQn:.p��f Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, Inc. Impact Resistant: N/A Created by Independent Third Party: Design Pressure: I-70/-70 Evaluation Reports Other: Most be installed as per the manufacturers FL -12199 R0 AF_ ESR-L4.v $.Jan 09 pd .., r n l 1'-Yi `Taff! t'tf 'if `k i' I 1Nn1n. ,ytt , rr,= i .L tit<.uu. r'1 PkIr Jt ,. 1�61,{I,iu! }xE ,: 11.Llk,l:kt , t . t, . a �,„,~, ..},........i ,.. .d.}t .,. ,.__.,r r}_ .t (�:rf4.lit.4 i ..,., . ..: I ,_1 .r .. 1. _b � w. f a f f .L .1 a'1.t r 1. , . }�it afi� tn_�a. _._ , i i I �f '1 iLllf � _ . �k}11i..Fr r ..f� ,�{ C , � n =6m llal.i� f1 ,j� }.::�'If,l}tra#al"�'r�a`�x , {lel R1fYIll� ��� ��I F nm;H,ne i Legh I IlarRre:.1„tion I HatTopi: 1 subnt5uchapr I r,ul.WFac1d I I.Waton; I FDC Sudu 1 r1C159teMap I n.:: .-d' I 3 IF Ii? i Product Approval 1N' U$ER: Public L! er p'iudnct A4P`,),,1r-Za L,taclur PULII-at9Zq,4o,lit'A_, tbn LS!+Appligtion uc[ail FL # FL2075-R3 Application Type Revision Code Version 2007 Application Status Approved Comments Archived EE Product Manufacturer Florida Metal Products Inc. Address/Phone/Email 5940 Stuart Ave lacksonvllle, FL 32254 (9U4)703-0400 da rkCefiamco.com Authorized Signature clarkjones ciark@flarnco.con Technical Representative clarkjones Address/Phone/Ernall P o box 6310 jacksunvllle, FL 32236 (904)733.84UO Clark(_ fiarnco,com Quality Assurance Representative Clark jones Address/Phone/Ehidil p o box 6310 Jacksonville, FL 32230 (904)703.6400 clark(ipflamco.conl Category Roofing Subcategory Rouring Accessories that aro an Integral Part of the Rooting System Compliance Method Certification plant or LI$ting Certlficatiun Agency Miami -Dade BCCO - CER Vuliddted By Miami -Dade DCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS 100 (A) 1993 Equivalence of Product Standards Certified By Product Approval Muthod Method 1 Option A Date Submitted 06/05/2006 Date Validated U6/30/2U06 Date Pending FBC Approval 07/08/2008 Data Approved U9/15/21J06 Summary of Products _ ______ _-____ FLKModel, NNauruolhor or Nauru Done. 1ption 2U751 VENIRVID VENFRV-0 _ LIr11iIG Of Una Certification Agency Certificate Approved for use in HVHZ: Yes . 41105.05 RV 10 h1IAPli DAD E.f FL2075 Rs C CAC 7- Approved for use outside HVHZ: Yes quality Assurance Contract Expiration Date Impact Resistant: N/A 01/31/2009 Design Pressure: N/A Installation Instructions Other: FL2075 R3, _ll 07.11U5.06 RVIO MfAMI_DA[)E.pdf S Fi1 I 71 t _ 1�31�1i�' Verified By: Mlaiml-Ueda L'CCO - CEI( �' {w� Created by Independent rhird Party: FL13U24 Evaluation Reports _ _ T Created by Independent Third Party: 2--- — ----IO __.._ IV ` T_..__--� Limits of Usa _VENT-.-. Certification Agency Certificate Appwvud par uuu is IIVIIZ: Yes FL2075 R3 -(Z CAC U%11.Q_i.RV 10 M11IAh11 DAUE.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: N/A 03/13/2013 Design Pressure: N/A Installation Instructions Dther: FL20/5 R3 11_gj).J.QSn6 RVlO MIAMI UAUE.p�, f Southeastern Metals Mfg. Co. Verified By: Miami -Dade BCCO - CER Address/Phone/Ernall Created by Independent Third Party: L_ /C1 Lb Evaluation Reports Jacksonvl Ile, FL 32218 Created by Independent. Third Party: FT -1 nr__t Ir.A;,amncl"ton bnpad... ntvfcomtunit/Alf ir. Fbrida um'g Cude also. Codes and sta,rdvds 2555 mord oak &Java.d ralla,x„5 a, i!.hda S:"Vvloo 5513. 4sr-aa_4..as 1550) 414 44436 :;)iii 13==,1 I?l({E k ^^ �I�}� t Vi=n i, : {, .: , } Ik�t W1,110114, t i.)t %tl (4' 4Ilkfm r ii LI {{ s it 1 , "{ k� :,.444. -. , 1, 4'4 i! i t�4 � llgr; :„ E>'I h fM, 'II' r. 441 } •. jlt(jtI �Ilki' c� { r ;;(jj Rfy� 1 Ir }, 77 �Sd.. k i3ff� . _, fI .,, t }}�� ,.�,z l kl.�. tt4'itdi�fiat�a.....� ... t �iI,YI(,tf}u.rdl 1 F ti 4. l I!k .. ,. r .. I_iFn� - rr.. r , xr . n - to v. 4'uxf�,:�;�,'.:::a::t.ta,� Ht,:lti Hmm� I Lug Li I U>a Rea.rrnr nn I Ilut Tu4' I. ��. il.m r b I Putin [ ,' t S rc ha,ge i SLura & ac a La . ( Fee �[nff 1 r%'I.a tine Dle. I 4 , 11 I4{� ki T 111�d . } �-31.1P {� .n k ':P .k 11 fl 11 `�.USLI1'FY.L Khi U''CYI'OVAI Florida License r.- 3 ttE j 4FI S Fi1 I 71 t _ 1�31�1i�' i;;t{Ig dtA ..+I tren,> ;1 41 (`1•r k+[se^r >,A jilgkta)-th AUNIkAtlon U-11 �' {w� FL Ib FL13U24 Ia- Validation Checklist - Hardcopy Received Application Type flew m I J,I:P Fsil: ! PuLlco[q Code Version 2007 AST14 E 33U-02 2002 Appllcatlon Status Approved Convllen[o ,:.Pr:rlcvl cal-1>Applicnio,,Htall Pod,ictPpk'lY1- ,,!+V;it..ctor ArVlla,tlA1.:..Ioh .� Archived !'4 IIIc Product Manufactruer Southeastern Metals Mfg. Co. W U) Address/Phone/Ernall 11601 Industry Drive L_ /C1 Lb Appllcatlon Status Jacksonvl Ile, FL 32218 .� Comments (904) 690-4602 Archived jhkeleeyrdsemetdb.cmn Authorized Slgnature Jeremy Kelsey Address/Phone/Ernall j h ke Ley @semeta Is.corn Technical Representative lererny Kelsey Address/Phone/Ernall 11801 Industry Dr. Iarkcon Ville, FL 32218 Authorized Signature (904)757-4200 Ext 46x2 j li ke Ley CDsemeta Is -nil Quality Assurance Representative_ Gerry Shotsoeiger Address/Phone/Email 11601 Industry drive Jacksonville, FL 33210 (904)696-4204 gp5hotsberger4serneta L.rom Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity Mianli-Dade BCCO - EVIL Quality Assurance Entity Mlanll-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) Equivalence of Product Standards Certified By Sections train the Code Strindurd TAS 100 Year 1995 Approved Evaluation Entity FI 11074 RO E,ggjy_Z,Qnn NOA Weather Vent,�jl d Lr 0tH • k n llttkt St tpa.t t til } III' Evaluation Report from a Florida Registered Architect or a Licensed Mal Yl 1' L{St.{k ((,,L I ;'1r hIt� , 11 I4{� ki T 111�d . } �-31.1P {� .n k ':P .k rApproval _.A _ iJs-1 I.. useR. toxic 110 Florida License r.- 3 ttE j 4FI S Fi1 I 71 t _ 1�31�1i�' {i �' {w� ORLANDO L BLANCO, P.E. f3 ry r1.ri�ulsl�' Ia- Validation Checklist - Hardcopy Received 4 tr •G k. f tri ��ft�lIri nets Hama 4I.og N 10-rr k,s.do, ,, I Hot Tapas 1 Sutmt',rh. m I J,I:P Fsil: ! PuLlco[q i5 l..tiff I nt!:..ala!fop f L111.4 .,urreh su 'i e, �� Product Appi u v a I AST14 E 33U-02 2002 CGrunnUIRS f�j USER F D' U Archived ,:.Pr:rlcvl cal-1>Applicnio,,Htall Pod,ictPpk'lY1- ,,!+V;it..ctor ArVlla,tlA1.:..Ioh .� FL # FL722-R2 IIIc Application Type Revision W U) Code Version 2007 L_ /C1 Lb Appllcatlon Status Approved .� Comments an[hony,Voiufahhurricone.corn Archived $jF: Product Manufacturer Metal 'Tech, Inc. Address/Phone/Ernall 7635 ,v 2nd Ct Address/Phune/Ercall Hlaleah, FL 33014 (305)970-7507 Steve@meta ltech.mnl Authorized Signature Steve Pulliam Englneering@metaltech.com Technical RQInQbt native Address/Phone/Email Quality Assurance Represents Live Address/Phoma/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed R�H nor r M+mak+ .az r 1 �> a'F�' xrlrAlr � 6:s.ciS..0 Florida Professional Engineer ., I I,at Ta,r.: I SQL Ill IP ne I LuyG , user Rc].Iratian , 1 (Xi Evaluation Report - Hardcopy Received Florida Englneer or Architect Name who developed Robert S. Montour the Evaluation Report rApproval _.A _ iJs-1 I.. useR. toxic 110 Florida License PE -11955 Quality Assurance Entity National Accredi Ca LIUR and Management Inc tiLu Le Quality Assurance Contract Expiration Data 12731/2010 Validated By ORLANDO L BLANCO, P.E. Revision Ia- Validation Checklist - Hardcopy Received Certificate of Independence FI -72.2 RL COI 024 Cart indhrmld.NJf Referenced Standard and Year (at standard) 5tandard Year Approved AST14 E 33U-02 2002 CGrunnUIRS SSTD 12.99 1999 Equivalence of Product Standards Certified By Sectlons from the Code Prc'dutt 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 ode! Nu nrbcr or Name uu.- .trap K M _ 1 FL _ 7.....1 I. Galv. Steel � Hurricane Panel _ _� _ _ Limits of Usu Installation Instructions Approved for use in HVHZ: Na FI_722_Rj_II_Ovi drawlru LFf Approved for use outside HVHZ: Yes Verified By: Robert S. hionsour PE 11955 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Nut for use Ili High `Velocity Hurricane Zones of the FL%2"5--R21 024 evaivatloq,P0f Florida Building Code. Maximum Span 140" at 24.52 P.S.F. Created by Independent Third Party: Yes Maximum Design Luad 103.02 P.S.F. with a Span of 55" Leask .--t] Cr_AAd. t t 1h (......9 dfc rty brans Flo,ida Rodd;,, Cud Goko. Coon- a, a r d, d 1Sbb 5Ju ddU 11k d r aJahassna. Ftp, u., 22jW-21VU i i (IEI`ik yj+ 1 � (41k ti,. }` i i'lI'll IN jz 1r f � l h' Y f �� „ J�I Ili { t�2ic'{ 4 I 'gMIENS }}��' jt fit 4,. ryts Ge: ;,- t ��- r.: i `` I 1 es k � {���} 1 .. 3 .I H-"i'.k� � Evaluation Report from a Florida Registered Architect ora Licensed R�H nor r M+mak+ .az r 1 �> a'F�' xrlrAlr � 6:s.ciS..0 � . � "rr,s,-, , r zaau4' .sol :;�iks1 ., I I,at Ta,r.: I SQL Ill IP ne I LuyG , user Rc].Iratian , 1 F rCC A.n EY.S G: Ma Ill �n,rcl, t;U Sracb Fu,IKatora P 4 n¢ -u-dw a E 4 I C I � t ( a f R*K Pr.duct Pedro Do Figueiredo the Evaluation Report rApproval _.A _ iJs-1 I.. useR. toxic 110 Florida License PE-52GO0 P,d,,tPpnnunlnirr,>!,uducturlydl':tao . ,p1,111rn :t:• Avp4cilharl Exam National AcrirQditotian and h1anagenlent Institute FL # FL -4004-R2 Validated By Application Type Revision i+Validation Checklist - I iardcopy Received Code Versiun 2007 Referenced Standard and Year (of Standard) Applicaliun Status Approved ASTM E330, E1996, E11186 2002 CGrunnUIRS 0- Archived 9 .� Product Mantrtacta'er AlUfab Hurricane _Shutters IIIc Addrese/Phone/Email 13000 NW JO Avenue W U) L- O k11- Opo Locka, FL 3305.4 L_ /C1 Lb (307) 600-4701 Ext 19 .� ``M V) an[hony,Voiufahhurricone.corn Authorized Shpwturo Robert Andrade anthony@olufabh err IcdlRuCQln 'Technical Rep cR,ur L,1LIVe Pedro De Flyuoloedu Address/Phune/Ercall 6971 West 5wulse Blvd. 104 Plantation, FL 33313 EngcoCtaol.conl Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect ora Licensed Approved for use in HVHZ: No Florida Professional Engineer Approved for use outside HVHZ: Yes ',V( Evaluation Report - Hardcopy Received Florida Engineer or At Name who developed Pedro Do Figueiredo the Evaluation Report 07/09/2008 Florida License PE-52GO0 Quality Assurance Entity National AcrirQditotian and h1anagenlent Institute Quality Assurance CoiH-act Expiration Data 12/3112010 Validated By Jesus GQn-ld” P.E. Date Approved i+Validation Checklist - I iardcopy Received Certificate of Independence FL4004 R2 CU[_Q?_ a.udf Referenced Standard and Year (of Standard) 5tali.daEd Year -S? .' ASTM E330, E1996, E11186 2002 Equivalence of Product Standards Certified By Sections frum the Code FLK Model, Number or Name 11024.1 "Weather -Vent" Limits of use — Approved for use ill HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Description y"....� -.. Off -Ridge Static roof vent Installation Instructions FUI014 1(U II 201)8 NOA ! -Ile' Vent. )df Verified By: Miami -Dade BCCO - EVIL Created by Independent Ihud Party: Evaluation Reports FL11024 RO AE 20Q0._I1.J. WeatherVent.pd geek Fig 11-111,nr nn Ucyam,nenr of CaAl, ,unlry Aral, F,odda nolM4rq Coda CAN,. Cones and sm"'a"" 25555numa,d Cc, Lk,rlc . Tallalr ,i . f'ot:0d 31399 2100 R- ._ .�____._....__._.._._._ FLK Model, Number or Name _ ^ iptian -------. Product Approval Method Method 1 Option D Product Approval Method Method 1 Option C Approved for use in HVHZ: No FL4804 R$_ II 09-032 DVJG.udF Approved for use outside HVHZ: Yes Verified By: Pedro De Figuereidv 52609 Date Submitted 1)4/10/2009 Date Submitted 07/09/2008 Date Validated 04/22/2009 Date Validated rt. %/17/200d Date Pending FUC Approval 05ild/ZUU9 DatePending FBC Approval 07/18/2006 Date Approved OF/09/2009 Date Approved 09/15/2000 -0 U FLK Model, Number or Name 11024.1 "Weather -Vent" Limits of use — Approved for use ill HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Description y"....� -.. Off -Ridge Static roof vent Installation Instructions FUI014 1(U II 201)8 NOA ! -Ile' Vent. )df Verified By: Miami -Dade BCCO - EVIL Created by Independent Ihud Party: Evaluation Reports FL11024 RO AE 20Q0._I1.J. WeatherVent.pd geek Fig 11-111,nr nn Ucyam,nenr of CaAl, ,unlry Aral, F,odda nolM4rq Coda CAN,. Cones and sm"'a"" 25555numa,d Cc, Lk,rlc . Tallalr ,i . f'ot:0d 31399 2100 R- ._ .�____._....__._.._._._ FLK Model, Number or Name _ ^ iptian -------. _ ---Desci 4804.1 _^24ga u 22ga steel Storm Panels _ _ r 2 c e tee) Storm Panels _orrugated 2235 and 24 g...-_ .._...{ Limits of Use Installation Instructions Approved for use in HVHZ: No FL4804 R$_ II 09-032 DVJG.udF Approved for use outside HVHZ: Yes Verified By: Pedro De Figuereidv 52609 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +104/-104 Evaluation Reports other: Product to be manufactured, designed and installed FL4804 R2 AE 09-04,2 PER.pdf as par drawing 09.032. Created by Independent' third Party: Yus E9ttul .-,,,,I ( .fC'm,nno,uty Aft.,4r Florida 6.drknyC..dsr 944 Codc, m,d stand„ ds 2555 Sruntahr Uak Gcu'.,ev,d 'Yal,a_.ea. F111ea 31399-21V0 -+--i (U C_ .}.r L C cu =C3 C �Fll�✓✓ll3 � U) CD -0 U -S? .' (L/ ® =0 0- LL .� 6V - Clri W U) L- O k11- , L_ /C1 Lb .� ``M V) AIM, A I& 4 Z Z W J 4 W Q Z Q J n SHEET N0. PA,1