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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY: Date: _ j�. r30 Fee line' . 6 , Receipt# �^ J Permit # 1. 2. 3. 4. 5. 6. J - PLANNING & DEVELOPMENT SERVICES ® BUILDING & CODE REGULATION DIVISION 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 772462-1553 I�LQ APPLICATION FOR ALUMINUM STRUCTURES PERMIT m C ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PROJECT INFORMATION SCANNEDBY LOCATION/SITEADDRESS: 8025 Long Drive Dr. PSL St. Lucie 00unty PROJECT NAME: Links at. Savanna C119trE PLAN NAME: PROPERTY TAX ID #: 3425-707-0143-000 /8 LEGAL DESCRIPTION (attach extra sheets if necessary): Links at Savanna Club PLAT BK PAGE BLOCK - 3 7 PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS LOT 43 64'x100' 7. SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: LEFT SIDE: TkI 8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE) TYPE OF CONSTRUCTION ® SCREEN ROOM ❑ CARPORT/PATIO ROOF ❑ HABITABLE GLASS ROOM ❑ CAT.1, 2 OR 3 SUNROOM ® ALUMINUM COMP. SHED ❑ POOL ENCLOSURE ❑ M H ROOF OVER ❑ ROOF SYSTEM OVER EXISTING ACCESSORY STRUCTURE ❑ OTHER: ❑ ALUM POOL FENCE N = New A = Additi'on R = Rebuild SG = Slab on Grade SR = Raised Slab WD = Wood Deck DIMENSIONS SQUARE FEET OF CONSTRUCTION N IN NEW KI EXISTING 12 X17' 6' 210 ❑ NEW ❑ EXISTING X ❑ NEW ❑ EXISTING X ❑ NEW ❑ EXISTING X Extend ❑ NEW ® EXISTING 81 X . 61 48 ❑ NEW ❑ EXISTING X ❑ NEW ❑ EXISTING X ❑ NEW ❑ EXISTING X ❑ NEW ❑ EXISTING X Linear feet TOTAL SQUARE FOOTAGE OF'CONSTRUCTION 258 9. VALUE OF CONSTRUCTION: $ 9,700.00 The value.of construction is used .to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted PRIOR TO FIRST INSPECTION. SLCCDV Form No.: 001-02 .Rer 04126/2010 OWNER INFORMATION c i NAME: Joseph Lusardi & Patricia Lusardi ADDRESS: 8025 Long Drive Dr. CITY: Port St. Lucie STATE:. FL ZIP 34952 PHONE (DAYTIME): ( ) 8 7 3- 8 8 6 9 EMAIL: .FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE: FEE SIMPLE TITLEHOLDER. same ADDRESS: 8025. Long Drive Dr. - CITY: PSL STATE: FL ZIP 3,4952 PHONE (DAYTIME): CONTRACTOR INFORMATION STATE OF FLORIDA REG./CERT #: S CC 13115 0 5 8 6 ST. LUCIE -COUNTY CERT #: 25584 BUSINESSNAME: Master Craft Aluminum Products QUALIFIER'S NAME: —J_ef f Jackman ADDRESS: 1634 SE Niemeyer Circle CITY: Port St. Lucie . STATE: FL ZIP 3495.2 PHONE (DAYTIME): 335-1s117TAX NO. 335-0860 email:mastercraftaluminum ARCHITECT/ENGINEER: Suncoast Architecture & Engineering LLC ADDRESS:13630 58th Street N_ Suite 101 CITY: Clearwater STATE: FL ZIP 33760 PHONE (DAYTIME): (1271 532-9000 NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING, AND HVAC ZONING REQUIREMENTS All such structures will be 'subject to.the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE. ❑ 2 scaled plot plans showing lot size, dimensions of existing host structure, and proposed aluminum addition. All setbacks including front, side, rear and distance between adjacent property structures in MH Parks shall be indicated on the plot plan. ❑ 2 sets of color photos for all storm damaged areas to be reconstructed. One picture must include house address number for inspection verification. ( notrequired for construction unrelated to storms) 'OFFICE USE ONLY .. . F777777 SECTION TOWNSHIP RANGE MAP NO. ZONING LAND USE LOT CVG % Additional Permits . Re uired. REPORT CODE BIMS FEE . ` $ MISC FEES . TOTAL FEES BUILDING :& ZONINGREVIEW '. REVIEW FRONT COUNTER ZONING SUPERVISOR PLANS VEGETATION VALUE:OF CONSTRUCTION USING ICC TABLE DATE COMPLETE lEXAMINER ( Z l�3 INITIALS PLAN EVIEW SPECIFICATION ('� 'KCKLIST PLEASE PROVIDE ONE OF THE FOLLOWING: LJ 2 Sets of Detailed Plans: Dated, Signed & Sealed by an Engineer or Architect holding g a Florida State professional license. El 2 Sets of Detailed Plans: Designed in accordance with the AAF Guide to Aluminum Construction in High Wind Areas. ❑ 2 Sets of Detailed Plans: Designed in accordance with any Approved Manual per fs-489.113. (1) ANY PLANS. SUBMITTED WITHOUTCOMPLYING WITH THE FOLLOWING SHALL BE RETURNED WITHOUT APPROVAL. ALL PLANS MUST BE IN INK AND ANY NOTATIONS -IN PENCIL WILL NOT BE CONSIDERED A PART OF A SUBMISSION. • All plans must be legible and must be designed in Architect's Scale on pages which are 81/2" x 11" or larger. • All relevant tables & details, if using a manual, must be properly highlighted and must match design checklists & drawings. • The plan view must include all dimensions; the location of the host structure and all materials must be sized and identified thereon. • All elevations must be shown, including 4th wall detail, dimensions and all material must be sized and identified. • All primary and secondary carrier beams, spans, spacing, gauges must be shown [Example: 2" x •8" x..072"]. • All methods of fastening or other details which are relevant to the design must be identified on the Plans. •. All upright column heights, sizes, spacing and gauges must be shown as follows: [Example: 3" x 3" x .050"]. • All chair -rails, roof purlins, girts, channels,; knee -bracing, k-bracing, cable bracing or any other required component must be sized and identified. 4� All ridge beams and super gutter or fascia attachments must .be identified. • All roof.pans or composite panels, .with gauges and spans; must be sized and identified. • All footing, slab and ISO pier designs must be on the plans, per the Architect / Engineer's plans & specifications. • All light metal alloys which are utilized shall be designed in conformity with the Florida Bldg Code of 2010, Chapter 20. • Barrier railings, if utilized, shall have all materials, fasteners and height specified and shall haveself-closing, self - catching gates .with picket spacing. (II) SITE CONSTRUCTED SHEDS, HAVING ANY ALUMINUM COMPONENT, SHALL MEET ALL OF THE ABOVE REQUIREMENTS AND THE FOLLOWING ADDITIONAL ITEMS: (A) 2 copies of the.current product approval [i.e. N.O.A. or State:of Florida approval] with the proposed "opening" or cladding -component highlighted and with fasteners and design pressures, per FBC 1714, clearly identified. (B.) 2 electric schematics, in accordance with the N.E.C., if applicable. (C) Design pressures, per ASCE-7, identified on the openings of all_ Plans. (III) HABITABLE ROOMS/ADDITIONS DESIGNS SHALL MEET ALL OF THE ABOVE REQUIREMENTS, EXCEPT AAMA SPECIFICATIONS, AND CHAPTER 13 OF THE FLORIDA BUILDING CODE. (IV.), SUNROOMS (as defined in R202.and FBC 2002.6) MAY BE CONSTRUCTED., SO LONG AS THEY MEET ALL OF THE ABOVE �REQUIREMENTS AND MUST BE IN STRICT COMPLIANCE WITH.AAMA/NPEA/NSA2100.02 AND MEET THE FOLLOWING ADDITIONAL ITEMS: (1) The designer or engineer will state on all Plans, which Category of Design.[3.1.2] will be used, inclusive of the definition. (2) If designing a Category 4 or Category 5 structure, as defined in the current Edition of 3.1.2.4 and 3.1.2.5, proper energy calculations and long, form equipment sizing calculations shall be required, pursuant to Chapter 13 of the current State of Florida Building Code. (V) MOBILE HOMES .(FAC 15C-2.0081 - FAC 15C-2.0072): ALL.STRUCTURES ADJACENT TO OR NEW ROOF SYSTEMS (Pan or Composite) OVER EXISTING`ADJACENT STRUCTURES TO A MOBILE HOME SHALL REQUIRE: (a) A 4'h wall or a current, signed original manufacturer's attachment approval letter which in the model number, serial number and current owner's name and street address. (b) That the complete guide.to H.U.D. specifications be strictly adhered to. (c) A Certified'Florida Engineer may design.the manner of attachment of the proposed structure to the host house but shall assume full responsibility, for both structures' integrity by site specific documentation. CERTIFICATION: -- -� This application is hereby made.in order to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. NOTICE'TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IN THE EVENT IT IS NOT YOUR'RIGHT TITLE OR INTEREST THAT IS SUBJECT TO ATTACHMENT, THE APPLICANT DOES HEREBY MAKE A GOOD FAITH PROMISE TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION. LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT, AND DOES SO AS A CONDITION PRECEDENT TO THIS PERMIT 1. If utilizing the AAF Guide to Aluminum Construction in High Wind Zones, I the Contractor/Owner Builder hereby certify that the components being used, fasteners type and fastening pattern meet all the requirements for the designated wind zones established by the county and take full responsibility for complying with the submitted design of the structure being permitted. 2. I further certify. .that all the foregoing information is accurate, that.no work or installation has commenced prior to the issuance of a permit and that all work shall be performed in compliance with all applicable lawsregulating construction and zoning in this jurisdiction. I •understand that separate permits may be required for ELECTRICAL, and HVAC, etc., not otherwise included with this building permit application. 3. I , the Contractor / Owner Builder, have 'verified that the -existing foundation meets the requirements of the Engineer of Record and is in adequate condition to withstand the uplift and weight of the aluminum structure and said structure will not exceed the footprint of the structure that was in existence prior to removal by the storms. OW RACTOR SIGNATURE CO I ATURE STA LORIDA ST ORIDA COUNTY OF St. Lucie!• COUNTY OF St. Lucie The foregoing instrument was acknowledged before me me this 19 day of August 20 13 by Jeff Jackman The. foregoing instrument was acknowledged before me me this 19 day of August 2013 by Jeff Jackman who is personally known X to me, or who has who is personally known X to me, or who has produced produced as identification. SHERYL D. MOORE as identification. NOTARY PUBLIC SHERYL D. MOOF -' ffATf OF FLORIDA SHE YLj PUBLIC Signature ofNotary 1� omm# EE156461 Signature ofNota STATE OF UBLIC Expires 1/15/2016. Comm# EE15646461 LORII IMPORTANT NOTICES: El ���' Expires 1/151 • TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST- BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR, IN THE OFFICE LISTED ON, THE' FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OWNER/BLDR AFFIDAVIT. • .ALL SIGNATURES ON APPLICATION SUBMITTED .SHALL BE ORIGINAL, SIGNED IN INK. -COPIES, FAXES; OR STAMPED REPRODUCTIONS ARE PROHIBITED. • WHEN.A PERMIT IS AVAILIBLE FOR ISSUANCE BUT IS NOT .PICKED UP WITHIN THIRTY (30) DAYS AFTER NOTIFICATION OF AVAILIBILITY, IT WILL BE VOIDED. 'IF THE APPLICATION IS RESUBMITTED, AN ADDITIONAL FEE WILL BE CHARGED. NOTICE OF COMMENCEMENT Permit No. J 3�=�' 03 State of Florida County of St. Lucie. Tax Folio No. 3425- 707-0143-000/8 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with -Chapter 713, Florida Statutes, the following information is providedJn this Notice of Commencement. Legal Description of Property: (and street address if available): 8025 Long Drive Dr. (Links at Savanna Club Block 37 Lot 43 General. description of improvement: -Install acrylic room with concrete, extend Utility room Owner information or Lessee information if the Lessee contracted for the improvement: .Name Jo��nkl T,ii Sa rr� i Address 8025 Long Drive Dr. PSL FL 34952 Interest in property: 10 0 % Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: Contractor Address: e , FSL FL Phone Number: 34952 Surety (if applicable,.a copy of,the payment bond is attached): Amount of bond: $, Name and address: n/ a Lender Name:. n/a Lender's address: one Number: Persons within the State of Florida designated by Owner upon whom notices or c 713.13(1) (a)7., Florida Statutes: Name: ri/a Phone Number: Address: JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT SAINT LUCIE COUNTY FILE # 3874485 09/10/2013 at 03:22 PM OR BOOK 3557 PAGE 1419 - 1419 Doc Type: NC RECORDING: $10.00 In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1) (b); Florida Statutes. Phone number of person or entity designated by owner:. Expiration date of notice of commencement:.. (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE.EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713:13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY . -A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE, THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT -WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I eclare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of 4it kge an 'lief. wne r Less Owner's or essee's Authorized Officer/Director/Partner/Manager Homeowner (Signatory's. Title/Office) The foregoing instrument was acknowledged before me this 16 thy of. Aug . Zp_ 13 By Joseph Lusardi ..Name of Person as homeowner Type of authority (e.g. officer, trustee) SHERYL D. MOORE (Signature of NWary Public - State of Florida) NOTARY PUBLIC (Print, Type, or stamp Commissioned Name of No ) STATE OF FLORIDA C0mm#EE1WA61 rEVires 1/45/2016 self - Party on'behalf of whom instrument was executed Personally known X or produced Identification Type of Identification produced 11/04/2013 5:.22j0NNk&723350860 PAGE 02/02 r "alume ric oncrete Dispenser Mix Design p x es�gn INQrksheet OWNER Mobil Crete Technologies Unit Serial # N91-84R YOl1P MIX DESIGN (This sheet must be filled out for each mix design) MIX DESIGN 3i3i70: psi. PM: Date ' ,' •:,4/25/ 0.1 ' .... (max 8 characters) Materials of one cubic yard: Cement 600 >,BS. Cement Discharge Speed 49 Counts per Bag of Cement ( in Percant ) Cement 6.4 BAGS 1.84 Cubic Yard Discharge Time (Minute) Aggregate Pounds•of Aggregate Name # Desired Aggregate Name Aggregate (enter 1, 2, 3, or4) 1 Pea Rock Aggregate 1 :,..I.... „_ Pea Rgck x _ Ortona Sand' Aggregate 2 ,:''::`.::2 :. • : Ortona Sand 1903 3 Rock #t67 .4 0 Color CiUNCES Low, Mid, or High Sys Dilution OzJbag Admix# 1 Admix # 2 L Admix # 3 (Mid Range available on 130, 150, & 200 Series units only) 1. Determine the count per cubic yard. Fiber Chopper Pounds per Yard 6.4 bags/cubic yard x 49 counts per bag = 313 count per cubic yard, ' 2. AGGREGATE 1: Divide the Ibs. of fine aggregate per cubic yard by the count per cubic yard. 950 Ibs, fine aggregate divided by 31B counts per cu. yd•= 3.03 Ibs, per count. GATE SETTING (from graph) 2.4 3, AGGREGATE 2: Divide the Ibs, of coarse aggregate per cubic yard by the count per cubic yard. 1903 Ibs, coarse aggregate divided by 313 counts per cu. yd.= 6,07 Ibs. per count, GATE SETTING (from graph) 4.55 Description 3000 psi PM Total 313 Counts / Cubic Yard Cement 1,91 Ibs.l Count Dial Aggregate 1 _ _ 3.03 Ibs.l Count Setting OZIMIn Aggregate 2 6.07 Ibs.! Count Admix # 1 ERROR 0.0 *Water 2.06 IbsJ Count Admix # 2 ERROR 0,0 -- Aggregate 1 Gate 2.4 Admix # 3 ERROR Aggregate 2 Gate 4.5 Color_ #DIV101 4.0 r ` Water Meter 42 Fiber Chopper #Dl1%101 0.0 At this point we recommend that you run a 1/4 yard yield test. You must have a box that is 1/4 cubic yard. You can build one with iriti3rKAl iliihensions of 3811 is 35" x 9". You start the unit producing concrete.. Stop both the conveyor and mixer at the same instant. Set the 1/4 cubic yard yield box under the discharge. Start the mixer and conveyor at the same time. Run the unit to the amount indicated for 1/4 cubic yard (1 Mth of the meter count per cubic yard from step 1). Shut off the mixer and conveyor at the same instant. The box should be full. It may be necessary to adjust the aggregate gates slightly to adjust the yield. RECEIVED NOV 04 2013 114 Yard Count 78 " If you have a water recording meter your lbs./Count will be approximately 1.0426. SRM 08-10 A nstr . Cyr f ACuminum Products 1634 S.E. Niemeyer Circle Port St. Lucie, Florida 34952 (772)335-1177 Fax (772)335-0860 Joe Lusardi 8025 Low Dr Port St Lucie Savanna Club 160 MPH Exp 8 100, 0" Scale: 1 /16" = 1 REQ, 0: jI 17 }Lr ...._...�e.a.......__..-...». M...-...�.....,..�rn...............��_.-.M..•e.....,..._.-.......x..,,.........ez.,.,,., :r Lm�'...'-..A_«_z�'mk...� » »..d Florif ' IvIl Y'" `R< Y da �..i.�9, t���(.�. BCIS Home � Log In i User Registration Ho[ Topics Submit Surcharge s Stat3 &Facts Publications # FBC Staff BCIS Site Map .! Links Search Busin.es� ., Professor l Ps adu duct Approval Regulation latio low "WITWW""R>rr:;L;.^ Arna�ra! Mere; > Proouct o:.-Aooiication Search > At' ik'afion L.isf > Application Detail -; rU FL # - FL5500-R3 -'sAe..rp ._ -... Application Type Revision Code Version 2010 Application Status Approved Comments ' Archived Product Manufacturer Elite Aluminum Corporation Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949-3200 dk@dokimengineering.net Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Dan Cooke Address/Phone/Email 1801 NW 64th Street Ft. Lauderdale, FL 33309 .(954) 491-3700 elitealum@aol.com Quality. Assurance -Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Frank L. Bennardo, P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity CI Professional Services Quality Assurance Contract Expiration Date 12/31/2015 Validated.By Jorge A. Pomerantz, P.E. Validation Checklist - Hardcopy Received Certificate of Independence =1.55'fi Rs CO'i Cert ndei,=dr Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1714 Product Approval Method Method 2 Option B Date Submitted 12/16/2011 http://www.floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDgt2g7jK-EqbCBh4... 9/9/2013 Date Validated 02/09/2012 Date Pending FBC Approval 02/15/2012 Date Approved 04/03/2012 _...._---._._.r-:-_.._.__-._....._.-_. Summary of Products �FLAjjY (Model, Number or Name_ _ Description. _ _ _- - • : • - c-' i 550 10 10 Aluminum / Aluminum Roof Panels EPS Foam Core*Composite Patio Roof Panels T Limits of Use Installation Instructions Approved for use in .HVHZ: No FL5500 RR3 Ii D:vo 9df I' Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 is Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: For outdoor patio construction only. For use outside the HVHZ. I, See installation drawingfor allowable span/load combinations. ..::;SG_.._...:, .:`.�'_ T'.,,.. . Ei_.___ _s is Created by Independent Third Party: Yes '.; Contact Us :: 1940 North Monroe Street, Tallahassee Fl, 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Departmentwith an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: y http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt2g7j KEgbCBh4... 9/9/2013 CORE ROOF PANELS ALUMINUM / ALUMINUM SKIN -_ MAXIMUM -ALLOWABLE CLEAR SPAN TABLES: MAXIMUM ALLOWABLE CLEAR SPAN TABLES: Live Load filar UP811 OeOe Mori Limit 3 Fg+tnts T- cdb2 4 .: Alin kmi 1-lb EPS D,032' ( Alum Skin 1 1-Ib EPS 4' P3nelc 4• 0.02 QA32' I Alum Skin Hum Skip m i-iti£PS 14b EPS. 6' Panels B.024 0.032° Alun1 Skb) Hum Skin 19b EPS", t-lb EPS_ PS L1120 14'-0• 16'-3" 11Y0 19-0` 23--2" -29.9. .12 Pat L 1 120. 15'-3" 1 Y 12` 1T:1i" 2Z-5' 14 Pat L 1 i20 ,13'-2" 12W" 1N.6 • 17'-1' , + 17'-0' 20•-8 21'-3" 16 Psf L 1120 11',12" 13'-10" . 16-4" j 163 19'-10 ZYA' ' 15.Ttsf .r_ 13'-4". 15..8" 15 8' 19'•0' 1 10'-7° 20 120 11'-2" 12'40" 15.7 35'-1" 18'-4" i 18'-1 i" 24 psr Ll120, 10-15" 12'-1•. 14.1 i 14'_3", 1T.3•.- 28Psf L1120 9,11' 11'43'- 135' IT-6, 15-5' 161-2" 32 sf P L I I X 9'-V 11'-0" 12'-6" 1 12'4" _1ST 0 sf' 3 P 32 Psi' 34 Pal, 7 t 0 fA �./(BO YE01� tl(R0,7801� . 9=7" 0'-3"' 9'-0" 9•-10^ � 0'-T 9'+�" H s t i d' i 11'-7 11 1" 11 •i' 1•-"W o s 13'-9 � 74-1° 13'-5 t 13'-lop INDICATES LOADING{RITERIA LVITHIN THE HIGH VELUCIIY HURRICANE NE ONLY (I .a. t41AMl-DADS OR BROVJARD COUNTIES . VALUES LISTED HEREIN SHALL BE USED OUTSIDEDIT HE HIGH VELOCITY HURF CANE ZONE ONLY. DEFLECTION LIMITS CONSIDEREDTOR USE. IN IiVHZ ARE: - s L/80 FOR SPANS 5 12'-0' AND .. L/180 FOR SPANS > 12'-0', CLEAR SPAN TABLE USE INSTRUCTIONS: 1. DETERMINE TYPE OF ENCLOSURE TO BF:.COVERFD (OPEN, SCREENED 1/ALLS,-OR FULLY ENCLOSED). .' 12, DE'IERMINC THE SITE SPECIFIC REQUIRED DESIGN WIND i PRESSURE PROVIDED BY SEPARATE ENGINEERING, BY A LICENSED ENGINEER OR REGISTERED ARCHITECT', IN ACCORDANCE. WITH THE 2010 FLORIDA BUT EWE. 13. FIND ALLOWABLE COMPOSITE PANEL CLEAR N l RSPA IN1'AOLCS FOR APPROPRIATE PANELAEPTFI, FACING TLRCKNESS,'AND EPS ` CORE DENSITY SELECTED. ' /- SEAL .JOINT - CONTINUOUS j CAULKING - i 11'PIL:ROSS SECTION AT CACP1iPIECT� ITF.R[.1JCK: EPS ROOD PANEL SPAN DETAIL: 0.024" OR 0.032" ALUM 4' VAX: DUWID 'TOP TH PER INTERLOCKING PANEL i :?BOTTOMFR':ING (114" PER FOOT I IN•SLOPE) ::,.:---- ....-.,------- ,CLEAR SPAN (L) INSIDE TO INSIDE..._._ REFER TO ADDITIONAL ENGINEERING SHEETS :.FOR LOADS, ROOF CONNECTTONS) Fe SUPPORTING I 'SIRUCPURF OFIAIIS(NY OTHERS). THIS SHEET.. {_ CERTIFIES ALLOWABLE ROOF SPANS ONLY. J 3' Panels 4_Pall a 6_Panels Live LnadlDoOeetion 0.0a"4" 0.032' 0.024' i 0.032" 0.024^ ; 0.032° 8! rU Iifl o p. Limit - Alum Skin Alum Skin Alum SkOi;:AWm Skin Alum SkinNum-Skin _ b 1 I EPS ' 1-1E EPS 1-Ib EPS i -Ib EPS 1 1. I b EPS � 1-lb EPS 15 I i L/ 100 12'�5' 14'-7" 14'.T 1T-8" 18-T p _ L 1240 e0-- -1 11'-3" 13 3 i AT-2" 1G.1" L 16 6" 17p t L/180 10'-3" 1 111-tU' .._. 13'17 i3'•11 .- L1240 9'-4'_70'•9" 778 1Y4i 1S 5' 1510" _ 70 Psf L/180 V-9" 17 31 13 3 13-2 16 1 16 6 :.L/240 8 10' 10 3 - -1 0 i 1112 13 7 14 12 24 sf ; L 1180 P. 9 2" 10 7 I 5 1Y5 { 151 15 - b L1240 8-0" .911. 1+ a 3 i1'3- 13 9. 28 Ll180 6 8' 10 7 11 tU 1T•ip il'•T 1 14-9" pot i L12r0 T 11" ; 9-2" 10 9 10'-9 IT-0- IT-5' 30p f L11R0 B 6 9.-10 11 7 11.6' _ 14'-0' 145' Ll2iU 79 011 I 10-G 10.6" 12'•0" IT-1 i L f 180 8'4T'. 9'-T' 71'•4' i 11,44" 13'•9" € 14'-l" 32Psf L/240 7--7" i B'-9' _ - IV-3' 10•-3" 12'-W i 17-10" 34 p t : L ! 180 8.2" 9 11 1 1 i -1" 13'-5' IT-10" i L/2..40 7"5" 8 7 , IVA" ': t0-1' 12'-71 I 12'7" 37 51 L./1B0 7'-11" 7-2' 1U'-9° 10'-9' `. 13'-1" 1J'-5' P• ) L.1240 V-2" VA" .9'-10' n,,D• 11._ii" ...... _._.. �_.-_ 40 L 2600 _... - ..._. r.0" D 71.. 10 6 5.8 ,.. I psI E 11 T 11 44 Psf L1100 r•" S-B 10 2 ..... . T_ffr ._. 9 3 0 3 1A 11 6 .... _. -. >..� 48 Psf L1180 73•' &5 f1 V-10 it-17' 1?-4" L 1270 S 7" '; T-W 12 8'-11 10' 11" ' I' ii _ 52 PsL i._L /1. 11%43, ti'-to- . .._ 50 psf LltPO t"71 -717 9 U-0 5 1f 115 i 1 l24A 63 ( 7-3 0-G 06 f0'4108' L11801 f>Opsf 6'-911U" - 92 +'-d' 11'•2' i1 T .... + : L/240 6'•2- T. 64 8'-4' lo'.1" DEFLECTION NOTES: 1; USE L/120 FOR ALL MEMBERS SUPPORTING ROOPS OVER AN O CN OR SCI ROOM (NON HVFIZ ONLY, SCE. NOTE BELOW TABLE FOR USE V ITTUN HVHZ U,IE L/180 f OR Al.l_. MEMBERS SUPPORTING ROOFS WITII A NQN I LASTER AN ENCLOSED ROOM (HVH7 OR NON miz). 3. USE L/240 f`OR ALL MEMBERS SUPPORTING HOOFS WITH A PLASTERED ERED Ct Et4CLOSED.ROOt4, PELT 1O0$ fTJC TABLE 160•i,:': (ftVk4Z OR FIUN. i IVIIZ), OTHER CONSIDERATIONS: _._. ,EF.N-WALLED � 1• :D CEILING OVER j iLtn1; OVER AN 1. FRONr OVERUANG MAY BE UP TO X-U" WIITI VALU ,LISTED HEREIN, MF.XIMUf4 UNSUPPORTED SIDE OVERHANG IS 254h OF LAST PANEL VADTH (i.e, d2" MAX FOR 48" i PANII. WIDTH). ` i 2, .ROOF PL'1"CH SHALL - J f'Eh FOOT MIN, 3' PER FOOT' MAX. OPTIONAL GUTTER OR GRIP CAP 36" MAX O/H AT FRO14T & 75No OF.LAST PANEL V41DI If AT SIDES (UP TO 12" MAX O/H.AT SIDES) MAXIMUM ALLOWABLE DESIGN PRESSURES: AS NOTED IN,CLEAR� SPAN TABLES DESIGN NOTES: POSITIVE AND'NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON AJOB-SPECIFIC BASIS IN ACCORDANCE VJITH THE GOVERNING CODE. SITE -SPECIFIC. PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE 2010 FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FUR ANY ASSEMBLY AS SHOWN GENERAL NOTES: I.- THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE FOR USE OUTSIDE THE HVHZ. (*) INDICATES LOADING CRITERA WITHIN THE HVHZ ONLY. COMPOSITE ROOF PANELS SHALL COMPLY WITH CHAPTER 7 SECTION 719, GRAPIER 8 SECTIUN 803; CLASS A INTERIOR FINISH, AND CHAPTER 26 SECTION 2603 OF THE 2010 FBC. CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALI. LOCAL BUILDING CODE AMENDMENTS WHICH FIAYAPPLY. DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE. ADDITIONAL SITE -SPECIFIC SEALED ENGINEERING. 2. NO 33-1/3% TNCREASE IN ALLOWABLE. STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 3. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SHALL BE RESPONSIBI.E FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE. COORDINATE[) By THE PERMITTING CONTRACTOR. 4, SEPARATE 'SITE •SPECICIC' SEALED ENGINEERING SHALL -BE REQUIRED IN ORDER TO DEWATE FROM LOADS; DEFLECTIONS, OR SPANS CONTAINED HEREIN. LINEAR INTERPOLATION OF THE N LOVIARLF SPAN FIONS AS MAY BE N?RIC AND DOES SITE CONDITIONS IISE IN CONJUNCTION W1T1H THIS DOCUMEi 6, THE CONTRACTOR SHALL CAREFULLY 'JAI. ROOF- LOAD CRITERTA SHALL BE PROPERLY ANALYZED BY A ENGINEER OR. REGISTERED ARCHITECT, CORE. COMPOSITE PANE SHAD- BE CONSIRUCTEO USING TYPE -4 ALUMINUM FACINGS. EXPANDED POLYSTYRENE FOAM SHILL 'ICAL DENSITY OF 1.0 PCPAND SHALL DE MANUFACTURED BY PRODUCTS, LLC PER t11AMI-OADE NOA ..07-1107.09 (011. VERSION OFTHIS NOA. THE EPS FOAM SHALL BE ADIIERED Tn S. 1 fit. CONTRACTOR IS RCSPONSI TILE 7O INSULATE ALL MCMBI_RS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS, LE, ALUt41NCIM PER F B 2003.8.11. 9. FNGINEFR SEAT AFFTXr.D HPRE TO'VALIDATES STRUCTURAL. OFSiGN AS SHOWN ONLY. USE OF THIS SPLCO IC.NNON BY CONTRACTOR, e'_. al. 011iER IIARKING S TO TF. THIS i'ABLE VALUE DEI1 /IVIJO`<S: PANEL. PROPERTIES: I. PARE]. STRUCTURAL PROPERTIES DERIVED FROM CERIIFIEOTEST REPORTS Nos. 1101I-05-193S;-05.198'r', "OS-198B,-OS-1909, -05-1990,-05-1991,-OS-.1997-,-05-.199-1,-09-2994,-05.1995, -05-1996,-05-.1997;..06-2066,-06-iA67,-06-1.0613,-06-20G9, -013-2070,-06.2071, -O6 20'72,.-06-2,173, 6-06.20,74 BY HURRICANE ENGINEERING );: Tf.:SI1NG, Inc: 2. PANEL. DEi1D LOAD5 HAVE BEEN FACTORED TNT0 CALCOLATIONS FOR GIIA:QiY I:OAOS AS W-ELL AS CALCULATIONS FOR PANEL. PROPE:11TIES. I M t x ye m N i n^w 41ve � ,z�i tt^o-�'.� .a � `E P "L - v ,� a 7 �' ,3 a ✓ � tf's sr s� {� _ e-m"E- 1 ,8 'G. ,w*-d k.e d.�-3-'� "•'ana x, l:i ci_. c.....c.�.....e; �'— g��,.r.«- �t ''r �. OEM, Z.`>... Y :!r= .'.AI''rr1MnPf!'. BCIS Home Log In ;User Registration Hot Topics Submit Surcharge Scats &Facts i Publications i FBCStaff BCIS'Site Map Links Search Businessr Professibn" U ER: ubicUser al Rey 123110il Pra;ioaFiCplt > Pm",urt ri± Apl+li; atir:n ; Smell > ADnbc-Mibn List > Application Detail 1- 7777F7 3 n"7a, FL # 1`1_12192-R2 L Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer KAYCAN LTD 'Address/Phone/Email 1Memorial Drive _ Richford, VT 05476 (406) 553-6818 • Ext O . alex.jovanovic@kpproducts.com Authorized Signature Jovanovic Alex alex.jovan6vic@kpproducts.com Technical Representative Alex Jovanovic Address/Phone/Email 1 Memorial Drive- ' Richford, VT.05476 , (416) 553-6818 alex.jovanovic@kpproducts.com Quality Assurance Representative Alex )ovanovic Address/Phone/Email 255 Summerlea Road Brampton, NON -US 12345 .'(416) 553-6818 alex.jovanovic@kpproducts.com Category Panel Walls . Subcategory Siding Compliance Method . Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation service, LLC Quality Assurance Entity Architectural Testing, Inc. Quality' Assurance Contract Expiration Date 12/31/2014 , .. Validated By Robert J. Amoruso, P.E. - S;': Validation Checklist - Hardcopy Received Certificate of Independence - ' FL 2192 R 2 CO' TCC C-r,�ificate of .lnneoeni;en r.oc;e. Referenced Standard and Year (of Standard), Standard Year ASTM D3679 O6a Equi4ence of Product -Standards Certified By - Sections from the Code Product Approval Method Method 1 Option C Date Submitted 02/17/2013 . Date Validated' , - .02122/2013 , http://www.floridabuilding.org/pr/P-r�.app dtl.,aspx?p*aram=wGEVXQwtDquk24AUC%2fE... 9/9/2013 �/�MAXIMUM-ALLOWABLEEP . F6A tl � CORE,.lf- PAN LS DESIGN PRESSURESt ALUMINUM / ALUMINUM' SKIN 1AS NOTED IN CLEAR SPAN TABLES ! s /+ MAXIMUM -ALLOWABLE CLEARSPAN TABLES: MAXTMI IM Al i MA/ART F rf FAD COAht -rA01 CO. -_ - LNaLoad &for Uplift DeBatlion Until 3' Panels 6.024• � Alain S.I(01 1 Ib EPS 0032' Alum Skin 1•Ib EPS b Panels' 0.624 0.6&. Alum Skin Alum Skin i-16,EPS 14b CEPS - - 6• Panals OA24• 1 0.032" Alum Skin:Alum Skin 1 Ib EPS i 14b EPS_ f0_PS -12 7/)20 14,; 16'a" itY-o" 19'-0T 23'2•- ; -11-1. psf 14 091 .L1120 L112a 13-2•. 12'-T 15-0"17'-tY 14-0 1T-11• 17•-1 ir-aj 21-9' ! 275• 20'-0• 211-4' 16 psf L 1120 11-1r 13 10 - 16'-4 ' 16.r 1U 10• ! 2&4" 10 Pet L1120 1T•0' 13 4 '15'-8 1. 16.8• 116 10'•7" 20 nsr-- L/120 11'-2" .12-W 15;2• ( 15-1- 10.4 T,w-ti• 24 pat L 2U I 1 10=6' 12'-1' � 1 ' ' l 4 a 3 5 - 28 Ps( L / 1 ZO 5=11" 11'-8' � 13'-5' ! 13'-6" 165• 16'-2° 32 sf P Ll126 1 0 12' -c 1z••r 1s-s• , 15-t• 3D sr P t/GDteD ( 9'-7" 6 - d -0 14'-6" 32 psf •�,/t8D,180J 34 ' "10;,1801 0.3" 9-T 11'+4' i 11.3' 13'•9' � td-1'. pSf �9.0" I . 9{1"' iT•1' 1. 1t'-1"-_ ,13'•5" I 13'-10" ONLINDIYAtI .. 111AAM,itDADE OR DIROWARU COUNTIES 11,,VALUES LHiSUI'E�� HEREIN - . SMALL BE USED 0U751DE OF- THE HIGH VELOCITY HURWCANUES I)NLY. UEFLECiIDN Llh11T5 CONSIDEREDFOR USE IN HW12 ARE: L L/80 FOR SPANS 5 12' (t? AND L/180 FOR SPANS > 12-0" - n CLEARS SPAN' TABLE USE INSTRUCTIONS. 1. UF.I ERMINE'T9PEOF;ENCLUS6RET4.BE.COVERED OPFN (0 _ i F � ` SCREENED WALLS, OR BILLY ENCLOSED). - ` 2. DCITRMINETIIE,SITE SPECIFIC REQUIRED DESIGN WIND - PRESSURE ED SEPARATE SURC PROVIDED BY _CPA A -�- - ENGINEERING, R GINEERING, BY h a � LICENSED CD ENGIFEER ORREGUTERE O ,RCIJITELT, IN _ ACCORDANCE,WI7H THE 2030 FLORIDA 13UILDING_CODE. 3. FIND ALLO`NABLE COMPOSITE' PANEL' CLEAR SPAN IN TFiDLES' p FOR APPROPRIATE PANEL WTI1, FACING THICKNESS, AND EPS it FF ' CORE DENSITY SELECTED. l ---_3' Panels 4• Panels- --6_Panols Live LOad:t OItnI 0.032 0.024° ! 0.032' 0;024 I 0.032" &or Uplift! AiumS21AS nkin Alum Skin Alum Skin AWm SWn{Nuni Skln - 1-Ib EPS i-N EPS 1•Ib EPS 1-Ib IRS t I6 EPS-1 I -lb EPS 15 ps1 ! Ll1B0. - 10 9 Iz 14d• 14.5' 1T41 ! I&T L/240 0'-9'. 71'J X-3 13 2"' ` 17 psi I L 1180 10 3 (11 10 13 17 i3 11 4 T-s' { L/2A0 ....... 9-0 I 10'-9 t2 8 1T a. 1$ 7.0 psf � L/J80 89 , I 71'-3 13 3 13 2 .. . ! L./240 8'-10" ! 10'-3 - 9'2 10'-7 12 9- 1i 12 _.) I 5" 7 12'6- I (7 14'-12" _ -_ 1St 24 psf i L/1B0 i L/2d0 28par I Ll180 ,84a •7- FT, 10'-1 1.- ...... 113 11 icr triii 139 144 IT-9' _.., t 240 i 1.1 i 9-2 f0 9' , 1a'-T 13-0 13'-5" 30 st � L/1Rp P• 1.12:f0 .. ._- 8 6 � 9=10, 7 ti 0 11 11'•T ,i it'-6•- _ 10"G �. , _- _.._....... .. 14'•0" I'0 13`-)7 32 psf L 1 180 8'-0- l 9-7 -iC'6' i t'•4" 1 L' -3° 137•a' ! -_! 1.1240 T-7" 0'-9' 10'-3' .10'-3- t7.6" 34 L / 180 . a 7 t 9 5" . '7 11'-1' 11'-1' 13'-s' 1;r.i9• ! L/240 S 8-7 10w.•.. 12'-3' I. 1Z-7- 37 psf I 'l 0 /-08 7 11 9 2 10 £ a 10-9 13 1 1 fl 5 L/240-�,._7 ' 2 a •' 0 CO 1. G-n tf 11. i t J. L/ 160 j 40 psf 0'-11 1( a' f u2ta - 1 !70!)... 7•0 a':r T-5'.._ .2;.t! r-7 ! ss ia•-T i0'-2• n r ti , jz-G°.. 44 psf 1./740 G 10 7-10•- il'd 48 ps(. L/180 7d i 8'-5" _ ___! Ll140 'St paT. j L11BU S-r '; 7'-B" - 7 i U 2 } 7 9 r" 11 it ti'10' ........ ((1_0 66 V100 R I 7 fi it 711 0•`+^ Oa 9•.'r' 91`' f07 1911" iT•5' 71'-5' fist j L/240 f 6 3 1: 7 3 a•G' 0'•0' f0a" 60 sf f LI180 n 0 9 7-1' b - 9 2' _ 2 f: 1 L l246 6 9 T- " t a n- AJ• I', ` 0 i 10 .i DEFLEC ION NOTES' ' VL.:J1tJIV IVV I CJ. - NEGATIVE "��O eta ;",y.•�}11G��fi THISSYE AND DESIGN PRESSURES CALCULATED FOR USE WITH THISSYSTEM SMALL BE U11 111N11111 HIERS ON A JOB -SPECIFIC - BASIS IN ACCORDANCE VJITH LJ. ffl tJt: Mi THE GOVERNING CODE. SITE -SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITHA [ E W�t� w -� ^ O UJ '1L O z . 7-10 AtJ U A _ CH PIER 1609 OFTHE L e POSITIVE E O FLORIDARNE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR U � W W Z e o: '1 : Z tu S .. E Q w ANY ASSEMBLY AS SHOWN. > U LL � GENERAL NOTES; 7L�Q t�'uj� N 1. 7111 N HAS BEEN DESIGNED AND SHALL H � 5 D IN ACCORDANCE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2010 w� W W `i W FLORIDA DA BUILDING CODE FOR USE OU TSIDE ll SIDE Q THE HVH Z. * INDICATES ' >' m a - LOADING CRITER WITHIN A 1 HIN THE N`c JHZ COMHAPT E ROOF PANELS. m ' p w .:-, SHALL A INTERIOR OR F CHAPTER 7 SECTION 719, CHAPTER 8 3 OFT E 803, CLASS A INTERIOR FINISH, AND CHAPTER 26 SECTION 2603 THE 2010 SHALL INVESTIGATE AND CONFORM ' m m " c / - "a O ALL LOUT. 'BUFBCILDING I- LNG CODE A BI11LD(MG CODE AMENUt•1ENTS.WHICH MAY APPLY, OF..SIGN CRITERIA DESIGN BEYOND AS STATED HEREIN MAY REQUIREADDITIONALSITE-SPECIFIC - " SEALED ENGINEERING. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS SEEN USED IN THE DESIGN OF THIS SYSTEM. 3. TI1E ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT SUPER57RUCTLIRE WITH V41ITCH TUTS DESIGN IS USED: SHALL BE RF-SPONSfBLE FOR THE INTEGRITY OF ALL SUPPORTING Y D >- n h c SURFACES TO CTTIS DESIGN WHICH SHALL BE COORDINATED BY THE PFRhi1T'fINU f-•I Q Ln n o �� N CONTRACTOR. 4. SEPARATE'SITE-SPECIFIC' SCALED ENGINEERING SHALL BE - REQUIRED IN ORDER TO DE14AT[ FROM LOADS; DEFLECTIONS, OR SPANS �T....I a CONTAINED HEREIN. LINEAR INTERPO!.ATTON OF TIC. ALLO.VA!)IE SPAN TABLES LISPED IJEREIN SHALI, NUT BE PEP,f41TiEU. EN'CACT THIS LL w w 2 c O C-tJG_ItJE@R POR ALTEIiHAIE SPAFI CALCULATIONS A5 MAY BE REQUIRED. 5 TIIF. SYS7F•M DETAIL FD I1FRElfJ ?S !,'F.td'cRIC A1vb-DOES NOT PROVIDE 11.1• j c INFCRhtAT[OM FOR A SPECIFIO SITE. FOR SITE CONDITIONS DIFFERENT FkOt - �('Aj t.� -• w `( i TIT[. J) CUr L ITION bE'fAILED HEREIN, A.LiCENSEU ENGINEER OR REGIS'I'E T REU AR _I I[TEGTSFL>1LI_yRhQhR( ITC-SPCC!FIC DOWMEM5 FOR w o � ('j ,_ a C] U J to U 11SE IN CUIJ)UNCTIOW W1T}I PHIS UUCtIMLNT, 6, THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE. IMPOSING w U v v ? T --L n,M I° . LQAUS OtJ RVUP, 1tICLUUING OUT NOi LItI1TLU'TO ANY CONCENTRATED lOAbS WHICH t4AY IUSI'IfY GREATLIi DESIGN Clil7ERIA. THIS a R O R i m= V z 1'"J iEit1t S: C�i . A001T[PNAL ROOF !.OAO CRITERIA �t1ALi. BE PROPF..R L.Y ANALYZED BY A 1 ICFNSFiJ ENGINEER OR RF.GI-STERF:D ARC!i1TF:(-T ' "V g:1 < a ¢ c�� 1 c: A f•.Pfi PURE Cf3h1POSITE PAtdELS SHALI: LtE .0 STRUCTED USING TYPE 310511154 6LUMINU!4 FACINGS. EXPANDED F'OLYSTY!iET'E LOAM SHALL iN i0.,� (6 j - IIaJETYPICAL DENSITY ql 1.0 NCFAND c_I TALL DE MAfJUFACfUREU B tr.' __.........._.. .--.... .- -- DYP}AST PRODUCTS, U C PER 141Ah11-DADS NOA :07-L107.Da (OR . 1 !0rt,! I l: LISE L/120 FOR ALL f•1F:f•1DE125 SUPPORTING ROOFS OVER AN OPEN OR SCREEN -WALLET) CURRENT VERSION OF THIS NUA:'CHEFPS F4At•1 SHALL BE ADHEILED 70 T_!. o f SEAL.JOIrJT ROOM (NON•HVHL ONLY, SEE NOTE BELOW TABLE FOR USE WITIUN lhhi7), NIE ALUMINUM FACING WITH ISOGRIP'SP 202 ADHESIVE (BY ASH!AND COf.TlN0005 . , ? 2. USE L✓18D FOP ALL MEf•1HERG SUPPORI7FIG ROOFS WITH A NOPt-PI AZT, CEILI:lG OVER f CAUL(dNG. - , FAL'RI(;ltT1lNJ ME7'liCl>5 BY MAtJUFI �(IRER FGIi tll t PAfJEit PP D _ 4 /, , AN ENCLOSEI) ROOM.(HLH7 OR NON HVH7,). Tim` �,•!. .)1, RUVEr E"yC'T'F ` 3l IJSE L ?4U FUR ALL h1EM1)ER5 �UFPOR'I'ING 46OF''" t S. IH1 LONTRACIOR 15 RCSPONSleR.E,10 INSHLAIC ALI_ MEMBERS.' 1 • _ ., WIC I A PLASTERF:O (:EII.INJ OvERAN FROM DISSIMILAR MATCRIALS TO PREVEf•41' ELCCTRCILV I , 1,E. ACV", LIM rt�i�!n�� 8 FtJCLOSED ROOt-i, PER'L00•C f-ElC LADLE lE•04.3 (HVN"L OR FJgN-}IVH7). - PER.F.B,C,. 2003.0•d. i5q-! ....- - _ o a!•1 o c t --- .......-- .._.___ ........._._ . .................. ___ 9. FNGINE RS.At. hFFIXEb HERE TO VALI4ATC:, S7RI1CTlIRAI OCSTCN E AS SHOWN ONLY. USE OF THIS SPKC} I( 171ON BY COrJfRACCOR p w • OTHER CONSIDERATIONS.-"..- ALL E•ULTIJG"FROf•1 INDEMNIFIES & SA:TS I IARr4LESS THIS ENGINEER FOa DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES R a -CROSS SFCTtON AT r-------------------.-.-. - ,._ _.__. .. ___ _. ... FIATERLAL IAHR1 "f. TiVFd, SY:iIEFf CR0C 1TUtJ & 1 O�! rRll(.T'LUN PRA(:Y'ICF.S lli?ICAL p17ECIr7TER1-UCk ' ' ' ` , , - _. UfY'OhID r11A'I' WHICH 13 CA!_LF:O EUR BY LO%A(.,. STATE, NFEI)F:RAL CODES MR; n ......__.-_ 1, r'RONT OV RHAtd( MAY DE IN` t0 T U- SYflTf JALI F 11STED HCSiEIN: 14AXIMU4 UNSU POf TFO ;?IC)E OVERHANG IS 25's'" OF LA.,T nhhF.l. b'J70711 (Le. J.2" MAX FGIL rl, • O HtGht bCV1ATl1INS Of THIS PLAN AIf OTN) LXGLPI A LI UN'I�Px . • PAN M1I 10R ).•IKO HEREIN, NO AD 11 AL • e LUF -!"*I C;hI fl/U.L_iiF,{f4" PER FOOT I•IIN; 3, I FR FOOD. TJJAX: .11:-TIALTER TrIONUS 'AFFIRMATION'S ARE AD ADDITIONS. H1GI ILIGHTTN6,COR Ott it: ktARICHJGS'(On EPS ROOF PANEL SPAN DE1 AI! - -- nn9 DD('uMEra'r anF NDT PERMtiTE 1,:ND 1NVAI.u)A7ETHIS s��' _. - }, 0.024 (`R 0-032" ALUt1 4 r+J"( 4VIbi}i yPR [NTERLUGI<iNG PANEL PUP & BUTCUJ7 FACINGS (1/4 .PER 1-DDf r4IN SLOPE) - CEPTIFICAT I )N1 'TABLE VALUE DE( AIA Er�rds .._..�-. _ .... _.._...__. - F FI PRO RTi. .... fi� JT cn FM usci) _. ,... .... _. _...""t,.._:: .. ..__.. 11y PANrL TRUCTVRAI PIlUF E2T G:S DE(itVCU FROM CE cM t?tr FP4r L4er: 8Lrors .•p ... >, oyru)raAl. I RTIFtED'rE• 05- ACF0024 G ._...._. -__._ __ °f REFUR(S Nos. HcTI.OE_39i<S. D-1<JB'.'3 aU•lOL'B, •US�1364, GUr7Elt -19 0-as-I99 ( ......,._-..... ".:._-... CLEAR SPAN L ITJ' . i_....._! OR DRIP-05-x99(i,-05-199'7,.-Of++-2n80, -CG•20C.7,-06-Zi$IGF,-(!G-ZU59, z� O SLOE TO lNSIOE_-..::•_:..______.._..._..._.:_.:_._{ _. . ....--`-....._...._..�.. ._--'.__:._._._.. -...� I OVERHANG -� _ - _-.._......._ ......... CAP-O6.2U7U, -05 <07A, •06-2072, OG-2073, &-Ub•2c!r4 UY NnU(: ues;:Rxr�miil ) r...._. _._... _. .. _ 1 FANEI. _ , Inr..,...,....._.._.»..,.,.,,...,.�.. iy 1 REFER TO ADDITIONAL EtIGINEERiNG SNf{rg UCPCIi HURRICANE ENGINF.EftING' fill f r!t i PANEL DEAL! LOt bS I IAVF: BF!. A Fsri LI:U[A i oN CA roll PANEL i FOR STRUCTURE ROOF CONNECTIONS B THIS -SHEET i % MAX S)/H A.r FRONT' & 7,5% FOR GRAVI lY LOADS AS V: ELL AS CA}:CI1rA'CJONS F'OR PAN^( 1's uSTRUCTURE UE(ARA (BY QTHF.RS). THIS SHEET ! "i. �'/• UI LA ST PANEL_ WIDTH AT SIDES PROPERTIES. J ! CERTIFIES ALLOWABLE RQOF SPANS gNLY, .J -(UP TO 12" MAX O/H A] SIDES) 1 Date Pending FBC Approval 04/09/2013 'Date Approved 04/09/2013 Summary of Products ——`1Model, FL # Number or Name IDescription 12192.1 lBoard & Batten !' (Single 7' Vertical Siding Limits of Use Installation Instructions Approved for use in HVHZ: No FL12192 R2 H Kavcan Insial!atior,.ndf t ! Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC j Impact Resistant: N/A Created by Independent Third Party: 1 Design Pressure: +70/-70 Evaluation Reports ` Other: Installed only on exterior walls over solidsheathing capable of FL1292 P2 An withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. jj — 12192.2 p-4=Avanti ....-...___v...---'--.._.._...---._—........_-___e.......................__.......__..._.__._.__..__�_._.__.___......__.-_.._.. —_ 4Jpouble•4c.Horizontal:Dutch�Lap ____._._._..._.._.___._..........—...... _.... ,—....... -'----....___......__._._..---_....-- Limits of Use s ..... _..... .."-----_...!: Installation Instructions !! Approved for use in HVHZ: No P�.127 2 {ii_i •ICsw n ln5`aIII t!nn.Qdf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Installed only on exterior walls over solid sheathing capable of - I€ withstanding the design wind loads., Must be Installed as per the manufacturers installation instructions. j 12192.3 iD-4 Marquis !Double 4" Horizontal Limits of Use Installation Instructions - Approved for use in HVHZ: No FI.7_?197 %2 Ii Kaye -Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports - !I Other: Installed only on exterior walls over solid sheathing capable of ,-'_i,.',1?„', __R�t_A_i_:*_,��J;If ;! withstanding the design, Wind loads. Must be installed as per the ( manufacturers installation instructions. i12192.4 D-5 Contessa jRoLlble Lorizontal— ! Limits of Use InstructionsApproved for use in HVHZ: No L1219'. Z Il. Y.avcan lostallat�on.odf Approved for use outside HVHZ: Yes 11'nstallation Verified By: ICC Evaluation Service, LLC !! :Impact Resistant:.N/A Created by Independent Third Party: I Design Pressure: +70/-70 lEvaluation Reports !! Other: Installed only on exterior walls over solid sheathing capable of _ 2,=; ?2 .A=: : -" 4Wi:r-.Sr (; withstanding the design wind loads. Must be Installed as per the !! manufacturers installation instructions. 12192.5 D-i Elegance !Double 5" Horizontal Dutch Lap !! Limits of Use _ Installation Instructions - != t Approved for use in HVHZ: No =L12192 R2 11 KaymAi lnstallat!on.odf I Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC 'I.Impact Resistant: N/A Created by Independent Third Party: 1 Design Pressure: +70/-70 Evaluation Reports Other: Installed only on exterior walls over solid sheathing capable of Pr_:'_92... P> withstanding the design wind loads: Must be Installed as per the manufacturers Installation instructions. 12192.6 — ID-5 Vertical bouble 5" Vertical Limits of Use Installation Instructions Approved for use in HVHZ: No PL17192 P2'Ii Kaycan Instellation.ndf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Installed only.on exterior walls over solid sheathing capable of _214'� !' E c5R- ,11g5 fal' ! withstanding the design wind loads. Must be installed as per the �! manufacturers Installation instructions.. ____ _______ j ___ 12192.7 T —� !Lewistown _ _•_ ________ __ Double 4-•1/2" Horizontal Limits of Use Installation.Instructions .Approved for use in HVHZ: No FFt,12192 R2 It Kaycqpjr Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC !! Impact Resistant: N/A Created by Independent Third Party: Design Pressure:+70/-70 .. Evaluation Reports - Other: Installed only on exterior walls over solid sheathing capable of withstanding' the design wind loads. Must be Installed as per the manufacturers Installation instructions. j 12192.8 - Newport Single 6-1/2" Horizontal. ! Limits of Use - Installation Instructions Approved for use In HVHZ: No FL121_ R2 li Kavc, Listallation.ocif I' Approved for use outside HVHZ: Yes Verified. By:-ICC Evaluation' Service, LLC ' ! Impact Resistant: N/A Created by Independent Third Party: ,Design Pressure: +70/-70` .Evaluation Reports Other: Installed only on exterior walls over solid sheathing capable of FL12192 R2 AP ESP-1 44`.5.odf withstanding the design wind loads, Must be Installed as per the manufacturers • Installation Instructions. - 12192.9 locean Park Bevel Double 4-1/2" Horizontal Limits of Use Installation Instructions i Approved for use In HVHZ: No 171,121.92 R2 IT Kavcan lnshllak!on.ndf' !; Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC !! Impact Resistant: N/A Created by Independent Third'Party: �s Design Pressure:,+70/-70 Evaluation Reports Other: Installed only on exterior walls over solid sheathing capable of FL1.2.1<,T !-, ES11 sEAS rdf (i withstanding the design wind loads. Must be installed as per the j? manufacturers Installation instructions. 12192.10 jocean -Park Cove IDouble 4-1/2" Horizontal '! 6 Limits of Use Installation Instructions Approved for use in HVHZ: No PL12192 R2 II Kavcan In;Yallationndf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A .Created by Independent Third Party:. Design Pressure: +70/-70 ,• Evaluation'Reports !' Other: Installed only on exterior walls over solid sheathing capable of R-1 ^2 R2_,;_SR- 445 g1' f ! http://www:floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fE... 9/9/2013 withstanding the design -Wind loads. Must be installed as per the e " manufacturers installation instructions. .: 12192.11 _ Platinum Series D-4 IDouble 4" Horizontals . Limits of Use Installation Instructions i Approved for use in HVHZ: No FL32192 R2 II Kaycan•Installat'on.iA Approved for use outside HVHZ: Yes _ - Verified By: ICC Evaluation. Service, LLC , .Impact Resistant: N/A Created by Independent. Third Party: Design'Pressure: +70/-70 Evaluation Reports Other: Installed only on exterior walls over solid sheathing capable of FL1.2192 k2 F• E R-149$.1',.if withstanding the design wind' loads. Must be installed as perthe manufacturers Installation Instructions. 12192.12 Platinum SeriesD-4.Dutch Lap Double 4" Horizontals Dutch Lap ill Limits of Use -- Installation Instructions . Approved for use In:HVHZ: No , F1..7.2192;-L7 II Kavr"rCstallationalf' - j Approved for use outside HVHZ: Yes Verified By: ICC Evaluation.Service, LLC _ i Impact Resistant:. N/A _ Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Installed only on exterior walls oversolid sheathing capable of _;12_.2 R2 �€_:S_I?_74c_r,_L'Ef. withstanding the design wind loads. Must be installed as per the manufacturersInstallation instructions. 12192.13., IPlatinum Series T-3 (Triple 3" Horizontal ,i Limits of Use Installation Instructions, Approved for use In HVHZ: No - FL121.92 R2 7r Kavcan Insrallatio a.ridf Approved for use outside HVHZ: Yes Verified'By: ICC Evaluation Service, LLC j -Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports` l Other: Installed only on exterior Walls over solid sheathing capable of rl„_'202 P.L..AF_,F..SR....A) ;,T-;if is withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.14 jProva IDouble 4-1/2" Horizontal e Limits of Use - - Installation Instructions Approved for use in HVHZ: No R2 IT 'i<aycan Installation.rdt - Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC - Impact Resistant: N/A Created by Independent Third Party: i Design Pressure:.+70/-70 _ Evaluation Reports Other. Installed only on -exterior walls over solid sheathing Capable of F'i_i.21C'. R7 % withstanding ,the design wind. loads:.Must beinstalled -as per the � manufacturers Installation Instructions.. 12192.15 ISlerra Double 4-1/2" Horizontal Limits of Use - Installation Instructions Approved for in HVHZ- No FL12192 R2 ti Kavcan In,,�3llation.nd( t Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service,. LLC Impact Resistant: *N/A - Created by Independent Third Party: l; Design Pressure:.+70/-70 - Evaluation Reports . . Other. Installed only on exterior walls over solid sheathing capable of Fi l21_d2 R2 A- ESP-1495.0Cif withstanding the, design wind loads. Must be installed as per the manufacturers installation instructions. - it 12192.16 -IT-3 Classic -__Triple 3" Horizontal Dutch Lap Limits of Use ----� Installation Instructions j Approved for use in HVHZ: No FL? 2192 R2 Ii Kaycan Installation.odf Approved for use outside-HVHZ: Yes 'Verified By: ICC Evaluation Service, LLC I Impact Resistant: N/A Created by Independent Third Party: ' I Design *Pressure: +70/-70 Evaluation Reports" Other: Installed only on exterior wallsOver solid sheathing capable of FL12192 02) AF N5R-1ot)5..:,dP i withstanding the design wind loads. Must be installed as per the - { manufacturers installation instructions. 12192.17 �_.-- _ T-3 Horizontal --- Triple 3" Horizontal -_ -- -- ----- —_ww' Limits of Use - Installation Instructions ! • Approved for use in HVHZ: No E1,12192 R2 IT Kaycan InggIlation:ndf ' - (! .Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A - Created by Independent Third Party: ' Design Pressure:+70/-70 ' Evaluation Reports - Other: Installed.. only on exterior walls over solid' sheathing capable of Fl"_2 2 '_i=. .rcSt;; ?95. ;df .. ' withstanding the design wind -loads. Must be installed as perthe manufacturers installation instructions. Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 - The State of Florida Is an AA/EEO employer. Coovriaht 2007-2010-State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement . Under Florida law; email addresses are public re[ords. If you do not want your e-mail address released in response to a public'records request; do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487;1395. *Pursuant to Section 455.275 (1), Florlda:Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided maybe used for official communication with the licensee. Howeveremail addressesare public record7I1` you do not wish to supply a,personal address, . - Please provide -the Department with an email address.which can be made available to the public. To determine If you area licensee under Chapter 455,.F.S., please click Here ... Product Approval Accepts: AtCV- http://www.floridabuilding.org/pr/pr_app_dtl.aspx?p'aram--wGEVXQwtDquk24AUC%2fE..: 9/9/2013 Fasteners Fastener choices , Use aluminum, galvanized steel, or other corrosion -resistant nails, staples, or screws when installing vinyl siding and soffit. Aluminum trim pieces require aluminum or stainless steel fasteners. All fasteners must be able to penetrate not less than 3/.4" into framing or furring. Review your local building codes for variations that may apply -to specific geographic areas Nails Nail heads should be 5/16" minimum.in diameter. Shank should be 118" in -diameter. 118" min 5/18" min. Screw fas en'em. Screw fasteners can be used if the screws do not restrict the normal expansion and contraction movement of the vinyl siding panel on the wall. Screws must be centered, in the slot.with a minimum 1/32" space between the slew head. and the vinyl. Screws must be able to penetrate not less than 3/4" into framing or furring and should be: • Size #8, truss head or pan head. • Corrosion -resistant, self -tapping sheet metal type. Fastener Vinyl siding Sheating Fastener Vinyl siding wood lap siding Fanfold underlayment Original sheating. New construction Residing Staples If staples are being used instead of nails or screws, they must: • Not be less than 16-gauge semi -flattened to an elliptical cross-section. • Penetrate.not less than 3/4" into framing or furring. • Be'wide enough in the crown to allow free movement of the siding (1/32" away from the nailing hem). Use of staples when -installing siding 3/4`- Fastener Vinyl siding Concrete. - -, or blocks Furring strip . (314' min.) Over concrete or blocs 7 Preparing to install Preparing our house • Proper surface preparation is one of the most important parts of your siding installation job. All exterior wall surfaces must be. even, so that your new vinyl siding will be straight,'and :look sharp. 1. Remove all shutters, downspouts and fixtures. On older homes, replace any rotten wood and securely nail all loose boards, siding and wood trim. Tieback all'shrubbery and trees when plantings are close to the house. Remove any old caulking around windows and doors. 2. Flashing: Use aluminum trim coil or other material which will not absorb water. Apply. flashing'below.-on the sides of, and above (in that order) any openings where water might penetrate. This will help in directing .water away from the opening. 3. Installing Furring: Furring or strapping must be applied to create an even base for siding. Apply 1" x 3" (minimum size) wood furring, not more than 16" on centers. Shim low.spots to create an even surface. For horizontal vinyl siding, install furring vertically. For vertical siding, install furring horizontally. Place furring along.all sides of door and window frames, comers, and top and bottom of areas to be sided. As an --alternative; solid sheathing .can be applied directly over the old surface to create.a smooth base, or . over furring to provide even support.for the vinyl siding: 4. Housewrap: If required by building codes, apply a weather -resistant barrier over the sheathing. We recommend -an approved., breather -type code housewrap.. " 5. Insulation: The ideal time to increase the insulation value of the sidewall-is before installing siding. Simply install insulating sheathing over existing siding, over or between' the`furring strips. 6: Laying the groundwork: Determine a starting point foryour siding — it should be the. lowest point. Measure at corners, and pull a chalk line across the wall to ensure a level starting position. Plum b,corners;,and shim if necessary, to ensure they are vertical. Important notes: Weather Resistant Barrier Vinyl siding has always"been designed as an exterior cladding, not a'weather resistant barrier. Vinyl siding is designed to allow the material underneath it to breathe; therefore, it is not a watertight covering. Because of its design and application,.it provides a supplemental. rain screen that enhances the weather resistant barrier system by reducing the amount of water that reaches the underlying weather resistant barrier.. Preparing the Walls A flat, level wall surface is necessary for proper installation ofvinyl. siding: Install flashing before starting to apply the siding. Unless already.installed, a weather resistant barriershould:be applied to the house prior to installing vinyl siding. Always consult local building code for requirements in your area., New Construction . Tip: To reduce the possibility of the floor -plate compression, drywall, roofing, or other heavy building materials should be installed or stored:throughout the house prior to the installation of -vinyl siding. Floor-plate.compression can result in buckled siding at the intersection -of the floor and the wall. Residing • Nail down. loose boards of existing siding, and replace any rotten ones. Do not install vinyl siding over rotting wood. • Scrape off Loose caulk and re -caulk around windows, doors, and other areas to protect from moisture penetration. . Remove all,protrusions such as gutters, downspouts, and light fixtures._ ®Check all walls for evenness and install furring strips where necessary. When installing furring strips, please take appropriate measures to establish a smooth and continuous' surface. Note: In cases wherethe lower portion of a horizontal siding panel must be trimmed so that it may be installed over steps, porches, etc., the panel should be built out ("furred") for proper angle and rigidity: Undersill trim.can be used to seal the cut edge of the panel and then secured to the wall.' Hbriz ntai ..sia ing I'ation Installing • The. first course (row of panels) should be placed in the starter trim and securely locked along the entire. length of the siding j panel. Make sure the panel is securely, locked before fastening. f ®: fasten the'panels.in the center of,the nailing slots. Allowance +� should be made for expansion,and contraction by leaving a 1/4" gap between the.siding and all corner posts and channels increase to.3/8" when installin in tem eratures below 40' F. f 0x j -` If the panels are 20 feet or longer, increase the gap to 3/8". , e Do not drive the head of the fastener tightly against the nail slot. Leave 1/32"between the fastener head and the vinyl (about.the -thickness of a dime). • Do not force the panels ilp or down when :fastening. Panel locks should be fully engaged; however, the panels should not be under" vertical tension or:compression when they are fastened. Since, Vinyl siding moves as the temperature changes, make rtr Installing the first panel certain that the. vinyl.panels can move freely in a side -to -side . direction once fastened. *.Check everyfifth or sixth course for horizontal. alignment. Also check'siding '!F alignment with adjoining walls. r-When panels overlap, make sure they overlap by one half the length of the _ notch at the end, of the panel, or approximately 1". • Stagger the siding end laps so that no two courses (rows of panels) are aligned vertically;, unless separated by at least three courses (rows of panels), s • Always overlap joints away fr.'om entrances and away from the point of greatest. .- traffic.. This will improve the overall appearance of the installation. Fitt(ng siding at"C?qt d..fixtu'S J-channel detail. Use a commercially avaflable.trim ring to fit siding to a penetration such as afaucet or railing attachment, following the man ufacturer's'installation..instructions:.lf a'.'. commercial trim ring is not available for the application' refer to the figure below, which. illustrates how to fit the siding to the penetration: In addition, the following tipspm . are suggested:: k •:If hand -fitting -to the fixture, always begin anew course.of siding at the fixture r to avoid excess lap joints. • Cut an opening 1/4' bigger than the, fixture orthe trim ring. f. • When cutting,- match :the shape and contour of the obstruction.. ¥ }• J II. i Il I 'SWing :panel 'overlap Triming *pieces for:faucet 1G: KAYE o WT., 3 Fitting u.'nder Windows To mark the section to be cut, perform the following: • Hold the panel under the window and mark.the width of the window opening on the panel: Add approximately 1/4" to both sides to allow for expansion and contraction of the -siding. . These marks represent the vertical cuts. • Lock a small piece of: scrap siding into the lower panel next to the window. This will be used as a template for the horizontal cuts. Mark it 1J4" below the sill height. • Transfer the horizontal measurement to the panel, which will be installed under the window.:Measurement may not be the same on both sides of the window. • Cut the panel with tin snips and a utility knife. The cut panel is now ready for installation under,the window. Perform the following: w Using':a snap lock punch,, punch the vinyl'siding alongthe cut edge ever6" so the raised tab is on the outside face: • Install undersill trimunder the window, as.a 4:1 receiver.for the cut siding.. Undersill trim is used any time the top lock has been removed from. the siding.. Furring:may be needed to maintain the face of the panel at the desired angle:. _. MPo • Install the siding panel; making sure the tabs (.from the snap' lock punch) lock.into the undersill.trim. Cutting and preparing the panel Sidewall flashing at roof lines o Install the siding panel,.making sure the tabs (from the snap flock punch) lock -into the undersill trim. • Run the siding until the last full -course under the roof area. • Cut a diverter from aluminum trim sheet, making sure it sits onthe nail hem of the last full course. • Also make sure.to slip it behind all J-channels and roof flashing (similar to flashing the . bottom of window detail). • As an alternative to the diverter, create a "kickout" from metal. flashing. •'Cut the`next piece of siding, making'sure the vertical lap`falls`behind the roof,flashing and roof J-channel. • Cut a small :piece, of siding that will.be'placed on top of the previous piece of siding and sits in the roof J-channel. • Install the remaining course,of siding. Water running behind the: panel will.be directed by the diverter into the butt of the panel, draining out in the weep holes. Note: "Kick -out flashing" is an .additional flashing strip'that extends beyond the edge of the fascia that is required in some cold -climate localities. ' Measuring the width of the section to cut Measuring the height of the section to cut Installing the top panel Side wall. flashing Kickout flashing ICAYLAf10'" 17 Under eave install t o'n a Nail undersill trim along the top of the wall; flush with the eave of the house. Furring may be necessary to maintain the proper pitch of the topmost siding panel. Should,more than one length of undersill trim be required, make a splice as shown by cutting away 1" from the back of the undersill trim and lapping the sections; leaving a 1/4" space between nailing strip sections. o If topmost. siding panel is trimmed near the butt leg, an undersill trim alone may not be sufficient. o Either combine an undersill'trim inside a J-channel, or use an undersill trim molding to hold the siding panel firmly. o A dual undersill trim molding replaces the need for both a J-channel and undersill molding. Simply place the snap-lock_punched top panel in the appropriate receiving pocket to keep the proper siding angle. o Another alternative to finishing the top panel of a wall is to use a frieze plate and crown molding: Secure frieze plate (either with or . without a soffit receiver); no more than 16" on center. Allow 1/4" between adjoining frieze_ plates. o -Using a nail slot punch, create nail slots every 12" -16': in the -top panel -of siding and secure normally: Finish the application .by -cutting crown moldings to length as needed, and snapping them into the frieze plate receivers. Fitti.ng and installing top siding. panel e Measure and cut siding panel to the desired length. • Determine how much of the top -panel must be removed by measuring the distance between the top of the undersill trim and the lock of the panel below, and subtracting 114". Be sure to measure, several times across the wall as the dimension could change slightly. o Cut the top siding panel to proper height, removing the nailing strip: *'Using a'nail slot punch, create nail slots every 12" -16" in the top panel of siding and secure.normally. o Finish the application by cutting crown moldings to.length as needed, and snapping them into the frieze plate receivers. ww4l Cram mwd rr�tt � s :��: Top.panel installation Top panelinstallation using using dual undersill trim frieze plate and crown mold IIM Last full siding panel on the top of the wall `^ «* E Splicing of the undersill trim Measuring the height to cover . i ,cFu mkl uio tvP Nand Installing the top panel marizontal'sid Q ngjnstIlat ins ing a .gable end To install around gable ends, make a pattem that duplicates the slope of the gable: • Lock a short piece of siding into the gable starter course (i.e., the last. course before the gable starts). Hold a second piece of siding against the J-channel at the slope of the gable. Mark the.slope with a pencil on the short piece of siding. Check the angle template every few courses. . •Remove the shod piece and cut along the pencil line as a,pattern for the gable angle cuts. Repeat the procedure on the opposite side of the gable. • It may be necessary to fasten the last.panel at the gable peak with a trim nail, Use a 1 1X to 1 1/2" nail.. This is the only time a naikshould be placed in the face of the vinyl siding. Eaves treatment The last course of siding may be cut to fit the eaves opening. a Measure from the soffit to the'base of the upper lock on 1he.previous course of panels. Subtract 1/4". Mark this dimensionon the panel to be cut, measuring -from.the bottom edge.of the panel.. it is Ia good idea to check the dimension in several locations along .the length of the,wall. • Using a snap lock punch..punch the vinyl siding along the cut edge every 6", so.the-raised tab is on,the outside -face. o Push the siding into the undersell trim that has been nailed in place along the top of the wall. Furring may be needed to maintain the face of the panel at:the desired angle. The raised tabs will catch and hold the siding -firmly in place. alum Transition from horizontal to vert ical . 4 Finish the Last course of horizontal siding with the J-channel.and/or finish trim. Install a drip cap -and a J-channel. The top piece of J-channel must have minimum,1/8" diameter.weep holes drilled no more than 24" apart to. allow for water runoff. Transition transition rom brick to Yinyi siding Caulk where thesheathing. meets thebrick or stone exterior, Flashing should be.caulked where it meets the brick or stone and.a drip cap . should bean place, • If horizontal siding is used, a J-channel or starter strip may be used. If.a starterstrip is used;,it is necessary to provide at least 3/8" clearance for proper engagement of the siding, . • Use a J-channelto receive vertical siding; remember to. drill minimum 1/8". diameter weep holes no more than 24" apart. Measuring the cutting angle Installing the cut,panel Position of top nail 2652 SE Gowin Dr, Port St. Lucie, FL - Google Maps G-, oc)sle Page 1 of 1 To see all the details that are visible on the; screen, use the "Print" link next to the map. < o , f D ly e., E �'l ` �.ry ".e.�� -'q'1 :. <,,��• - _ , t "ova'. _ i:;;,., F� .. F , " ,s a� ea q xtt qq i XI �t ✓ o.z m p SY 0,11 f r < �n $ Map data ©2013 Google _. .. .: __...:.,. _.V..__. _..__.. _................_ ,. _......... . .... w =-_ .. ..._:_ r ...._,_ _....... _.. _... .._ ....... _. ..... F ...... :J.,a_ _, A - i./ .._.... __..... _. _ ... _....._. https://maps.google.com/maps?ct=reset&tab=ll 8/27/2013 ol AN, A� Asm, Adw� A1124 AW�, AWN Mh A nAM AWN AN gin ANIN ANN h dh h dM WA h 9M M d1h ON k IM 6 f-T ^(„ __ G�jcs/S ` S91 Cu.O5 -yV', I G A.M. E �J TIME FOR i M C •� VOF aC Jf�� 3. PHONE /� + "' � �! /��T.'SL.L TELEPHONED MESSAGE ❑ RETURNED YOUR CALL S PLEASE CALL El i ® s ❑ WILL CALLAGAIN f � CAME TO SEE YOU WANTS TO SEE YOU W, r I SV v CONTRACTOR: Master Craft Aluminum DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The 2010 Florida Building Code specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2005 Edition 3. ASCE 7-10. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Category I. 2. Basic Wind Speed, Table 1609C State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 VULT = 160MPH, VAsn=124MPH 3. Exposure Category, Paragraph 1609.4.3: Exposure C 4. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category I. Foundation Design • New 4" cone. slab w/ fibermesh filled w/ 2,500 PSI concrete. The foundations are based on a minimum soil bearing pressure of 1,500 psf. • 6" concrete over -pour existing concrete. Use concrete bonding agent per manufacturer's specifications. New concrete anchors must be embedded into existing concrete a minimum of 2 114". Roof Type 1. Roof Type: MONOSLOPE 2. Roof Material: 3" x 48" x 0.024" Elite 2000 Composite Panel, 1.0 density foam, Florida Product Approval Number FL 7561-112. Specifications The following specifications are applicable to this project: 1. All work shall be in accordance with the Florida Building Code, 2010 Edition, with Supplements, and any other applicable local codes and regulations. 2. The minimum wall thickness of aluminum extrusions shall be in accordance with the Florida Building Code, 2010 Edition with Supplements and the 2005 Edition of the Aluminum Association Manual, but not less than 0.040 inches. 3. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no manufacturer substitution is acceptable without the specific written, signed and sealed authorization of Suncoast Architecture & Engineering, LLC. 4. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material must be. approved. 5. Fasteners are required to be SAE Grade 5 or better zinc plated. 6. Where concrete specifications are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the following specifications are applicable: a. Concrete shall conform to ASTM C94 for the following components: i. Portland Cement Type 1,- ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining +/- 1% -ASTM C 260 iv.Water reducing agent - ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric - ASTM A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after hatching is not permitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. e. Moist cure or polyethylene curing permitted. f. Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. 6. The minimum nominal thickness of protector panels (kickplates) shall be an industry standard of 0.024 inches. 7. All lumber and plywood shall have grade marks and treatment identification and Shall conform to the following: a. Framing lumber shall be minimum no. 2 southern yellow pine and have a maximum moisture content of 15%. b. Pressure treatments shall be osmosalts, osmose k-33, womansalts or celcure, as recommended for the use condition. Pressure treated lumber shall be impregnated with a cca salt treatment in accordance with Es. tt-w-571 and bear the American Wood Preservatives Institute quality mark Ip-2. c. Wall Sheathing: APA rated Sheathing, thickness as indicated, Exposure 1 WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. f 8'-5" f 3" f 4'-3"-T "".;foT W I 1— 13 r4f - D [13 cc�p�+ Tq vytT,/^�I ��giTY T NG 1VISIO14 �7 Y. LU1.11.� C�J�'U1V 1 g �1Jr _ REMUNVED FOUR COi REVVIE DATE �� 'BE FXPT ONJOB OR No Uis ECTION BE ODE. M XN M N N .1 M A-2 N 2X3 { \ s L I A-2 A-2 3-4" 4'-8" OS' _la i 4'-B" fN W IL oN J fn Q W ZED Z 0 N 5. a. 04 0 N 0 00 oow Z r .x a Z Ln d X N 4- tom•• • . G : C-a p` p dLU -7 uN •• '-) Z to ` y. PROFESSIONAL SEAL N W i� / 2 X r a o —}3 93939I1 m M M (O X N B'-1" 4, a W w W Z W 3 a Z w o Q l'pD Z OW O � z W N Z LW LUQ o 0 LU it F- a- E LL LU CC yam`, V w U�� at Z Q RLU 00 Vi LU rumog Q Z 0LLmm UU Ln 0 � � CD 6i 00 Ln rn CC '._J LL p > ui Q OU U_ J O < J Lr)� N d J 00 rl DRAWN BY EL DATE DRAWN 09/04/13 REVISION SHEET NO: A-1 ALUMINUM MEMBERS DIMENSIONS 4A HOLLOW SECTIONS V ° 2 x 2: 2" x 2" x 0.046" 1/8" x 2" x 2" EXTRUDED I ¢ �•� 2x3: 2"x3"x0.050" ANGLE 5032 H-32 ALLOY EA SIDE • • (4) #14 x 3/4"SMS a, � � co W O • 2 x 4: 2" x 4" x 0.050" • • INTO UPRIGHT a a v 2 x 5; 2" X 5" X 0.050" . OPEN BACK SECTIONS a a 4 'p LLI p v Ix2: 1"x2"x0.040" 1 3: 1" 3" 0.045" - 1/6• MIN CONC'D. 'b -ANCHOR EMBEDMENT r �' x x x T !° s I I SNAP SECTIONS 2 x 2 Snap: 2" x 2" x 0.045" d eF: .. I I x o.090"�(� (" �. 2x3Sna 2"x3"x0.050" ° <� • e • POST NCRE TE ®c# (2) 3/SCREW boa 2 x 4 Snap: 2" x 4" x 0.045" SLAB / FOOTING °` AONCH RS I 6 4 6 Q C 6 t4v,1 SEE PLAN (3" CONC. EMBED) PROFS SIONAL SEAL SELF MATING (SMB) I I 2 x 4 SMB: 2" x 4" X 0.044" x 0.100" SIDE VIEW I I INTERNAL/EXTERNAL 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" 3" x 3" x 1/8" EXTRUDED 1" x 3" OB W/ 1/4" CONCRETE I � POST BASE Lli W 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" SCREW ANCHOR 6" W/ (4) #14 x 3/4" Z W 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" FROM UPRIGHT & @ SMS INTO UPRIGHT a 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" (2) 3/8" DIA. CONCRETE 24" O.C. (MIN. 3" EMBED.) 2 x 9 SMB: 2" x 9" x 0.072" x 0,124" SCREW ANCHORS I I UPRIGHT W Q 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" (21/4" CONC. EMBED) - - - - C7 0 Q a MINIMUM FASTENER EDGE DISTANCE: 1/2" _ _ _ �' Z 0 w MINIMUM FASTENER SPACING: 3/4" - - 1" x 2" BASE PLATE c °, Z - - _ • .�.. ,� ANCHORED TO CONCRETE w/ 1/4" x 1 V4" CONCRETE ' •` a �'.� N W U V) Z ,•' ,� SCREWANCHOR °�'_' ', t a UJI W Q - 6" MAX EACH SIDE OF - O W POST AND 24" O.C. MAX �. p ,• A •, a : G. V) SLAB/FOOTING ,:` gk B-1 3" x.3" POST TO CONCRETE CONNECTION DETAIL SEE PLAN "A •d•.a'd ` " A-2 SCALE: NTS W FRONT VIEW B 2" x 3" OR LARGER UPRIGHT TO CONCRETE DETAILism U LL,U i , 0 S A-2 SCALE: NTS U �? aS Z o (4)#14.x4"SMS _ Q o m W/ NEOPRENE •• WASHER g' Lij 1/8" x 2" x 2" EXTRUDED ANGLE 5032 H-32 ALLOY LE. \\ s4b PANEL '_� �''°' Q Z r. m o g G • (4) #14 x 3/4" SMS -- f "•.yz'.I '`„`,�`...,"- .� , N N {-i' m m w • INTO DJ ., �, aFs•'wa H 1yv a'r Y?V'%.' ..'" Z W = SLAB/FOOTING 0 ° k,ANCHORBEDMENT SEE PLAN.4 2"x3"x0.050"TOP RAIL - m'•°' NO ANGLE REQUIRED 1 �•: ` '• ^• UNLESS SPLICED OR CD ----- ----- ° CORNER -ATTACH W/ (4) co I I #10x4"LG �� �i En > v -- -- ----- SIDE VIEW 'I I� W Q� 0 LU (1) 3/8" DIA. CONCRETE 2" x _UPRIGHT SEE DWG. FOR LI_ uj CHAIR RAIL MEMBER SCREW ANCHORS (2 1/4" CONC. EMBED) UPRIGHT SIZE < O U Q U 2X PATIO I 2" x 3" U J 2" x 2" x 1/8" ANGLE W/ EXTRUSION I I 1,rr 2"x2"DJ TOP RAIL u?'?'+�T - ;=""` .'a" -•`:^-.tom - '^"",. �c +.+ '.- :_+ e "'� : ftx.i• '"i"4=• t`q'`,'a` y.G�:n•`e•""_', ;aya",'. '.,a.�,r (4) #10 x 4"SMS ",,a°e","�w=FU�•,.7. g'� ,'°, r.. ?'Y• t� ti •'-s: °awx '•`.1 Z _J (4) #12 x 516" EACH SIDE err '...t• " L" Jk`t'c v'i,»m•'�.•: acc.3,.y "•a`5 ..^".acs. INTO POST s x"' Na +'z"'. co 2 •a: tr:•',> 1Ci KICK PLATE NOTES: - S, r.+:�2..,,,,=sky ,.,•L` x^wYK.rg,+s� ak:;'i 2" x 2" x 3" LG �''^ '" ' • ' b- "" 2" x 2" x 3" LG",`"=-"='t�^.'";.""�'*>'`"''',.•,*^,:,�'.. O O 1. 0.024 ALUM _ x 1/8" ANGLE x 1/8" ANGLE d J Do a- 2. SCREWALLCORNERS DRAWN BY 3. 100 B -120 B WIND ZONES ., ,eT• ., S ,:' .k - USE #8x5/8"SMS 12"C/C .•.., °" EL 4. 120 C - 140 B WND ZONES 1" x 3" BASE PLATE ` ";: ". (4) #1 O x 3/4" (4) #10 x 3/4" DATE DRAWN USE #8x5/8"SMS 8"C/C ANCHORED TOCONC W/1/4" A' . �' ` SMS INTO SMS INTO 140NE 5 USE #8 x b/6" SMS 6"OC C S CONCRETE SCREW ANCHOR (MIN. 1 1/4" EMBED) . ° + ;. „ •O .',p" " SCREW BOSSES I SCREW BOSSES 09/04/13 6. SCREW GIRT, BOTTOM 6" MAX EACH SIDE OF POST "a ° ,,. • <' 4 , (2) INTO TOP RAIL I I (2) INTO TOP RAIL (2) INTO POST (2) INTO POST RAIL & BOTH SIDES AND 24" O.C. MAX ,'6" REVISION 7. MAX KICK PLATE HT=36"b'•4 '' < CONNECTION AT CORNER CONNECTION AT SPLICE 0 FRONTVIEW C PURLIN OR GIRT TO BEAM OR POST DETAIL DJ"1 DOOR JAMB TO CONCRETE DETAIL c S SHEET NO: A-2 SCALE: NTS SCALE: NTS 2 X 3 TOP RAIL CONNECTION TO 2 X UPRIGHT /�"2 A_2 SCALE: NTS A-2 94F i �p•�� w0 m r a w �® v FLASHING FLASHING 3" COMPOSITE EXISTING ROOF PANEL 3" RISER PANEL 66� SIONAL SEAL LLI I W I (4) #14 x 4" SMS W/ NEOPRENE FACED EXISTING / WASHER EA. PANEL I /BUILDING% (4) #14 x 3/4" SMS W/ •I NEOPRENE FACED EXISTINGJ WASHER EA. PANEL / / Z W I it • /BUILDING I ZQ W I 2"x6"SMB • I —1 Q (4) 3/8" DIA. CC tm THRU BOLTS 2" XNGL8"X6"LONG • Z w I ALUM. ANGLE (4) 1!4" X2" O CC � 2" x 8"SMB �- LAG SCREWS INTO WOOD I STUD CORNER FRAMING I I (4) #14 X 314" SMS INTO 2X6 iI C w N Z W W Q 3" x 3" POST I I � SMB I u' > � -- — WOOD FRAMING O W I= O IZ N LL W S-1 COMP. ROOF TO POST 4TH WALL DETAIL S-2 RISER PAN TO POST C 4TH WALL DETAIL A_3 SCALE: NTS ^ SCALE: NTS /'1 _� LLJ U a! U 2� Z x o py Q o o ee N W IZIPH a ¢LLmm n QFILL z /Z^ N h O %y z` Q v��jNN Z HOST WALL ��LLIEXISTING A/� /�%( xmo {�Y X p � 06 mQ V, vI W �yU FQ¢LL li NEW 3" CONCRETE SLAB 2"x8"SMB ` OVERPOURTO MATCH INTERIOR SLAB }_ 6_ ;� `'. 1" PER FT. MAX FOR 2'-0" MIN BEFORE STEEPER SLOPE • GRADES 4 '� I / • • EXISTING CONCRETE SLAB AND FOOTINGLLJ N Q �r`tj LLI ' :tom_ ,, • • • ...,.. LL • • , „ I • • 4" NOMINAL SLAB -TYP Q U J • • / NOTES FOR ALL FOUNDATION TYPES: TYPEI FLAT SLOPE NO FTG Ur Z 1. POUR 3000 PSI CONCRETE WITH FIBER MESH REINFORCING OVER EXISTING <2:12 1- f SLAB TO MATCH EXISTING HOST FINISH FLOOR ELEVATION. O Q Lo CONCRETE: (4) 1/4" x 3" QUICKSET 2. USE CONCRETE BONDING AGENT AND PREPARE EXISTING SLAB PER MANUFACTUER'S INSTRUCTIONS. �. ? O 0 ANCHORS INTO WALL 3. NEW CONCRETE ANCHORS MUST BE EMBEDED INTO EXISTING CONCRETE A NOTES FOR ALL FOUNDATION TYPES: J oo EL 1 1/8" x 2 1/8" x 1 1/8" x 8" x 0.092" ,% WOOD: MINIMUM OF 21/4". 1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING DRAWN BY ALUM RECEIVING CHANNEL S (4) 114" x 3" LAG SCREWS INTO WALL PRESSURE OF . PSFTION , EL W/ (6) # x 3/4" SMS EACH // 2. THE SLAB/FOUNDADA SHALL BE CLEARED OF DEBRIS, ROOTS AND SIDE INTO BEAM COMPACTED PRIOR TO PLACEMENT OF CONC. DATE DRAWN 3. CONCRETE SHALL BE PER SPECIFICATIONS IN THE DESIGN SUMMARY NOTES. 09/04/13 REVISION S-3 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL /4EXISTING MONOLITHIC CONCRETE FOOTING - 0 q A-J SCALE: NTS A-3 WITH NEW 3" OVERPOUR SHEEP NO: SCALE: NTS A-1 TYPE I -FOOTING SLAB A-3 SCALE: NTS A-3 HEADER SCHEDULE OPENING HEADER SIZE 5'-5" TO 8'1i' (2) 2" x 10" s•a To izs (2) z° x �r 4 el C�l G u- 0: � o `c m"� �� v C. of) 4 PROFESSIONAL SEAL a a � U W O W Z W I^ J v Z W /Q O1 w �/ Lo w Q IY Lo 0 Z lu z m ,� N u N Z r' ��+- j o tu pitc H o a t11 LL 0 1/2':12' MIN U EXISTING (4) 1/4" DIA. X2" LAG SCREWS W m RISER ROOF W/ NEOPRENE WASHERS C_' IL PER PANEL z I— N Lu (2) 2X4 TOP PLATE Z 12" OVERHANG MAX U(D .y � x o �Y Q ¢ o SEE HEADER SCHEDULE W z ^ ¢ rz- In W timog s Q Z z LL m m VINYL SIDING ON #15 FELT 0 N N PAPER OR HOUSE WARP ON U � 15/32"APA RATED SHEATHIN Z Z 3 �•+ N < 3 W oxCC 2X4 S.Y.P. @ 16" O.C. o LA co mud a NOTES FOR WALL SHEATHING: LL 1. 15/32" APA RATED SHEATHING tY O CONTINUOUS FROM BOTTOM OF w BOTTOM PLATE TO TOP OF TOP 0 NOTES FOR ALL FOUNDATION TYPES: PLATE. SHEATHING IS PART OF 1. THE FOUNDATIONS SHOWN ARE LOAD PATH TO GROUND. Z BASED ON A MIN SOIL BEARING 2. IF SHEATHING HAS HORIZONTAL p PRESSURE OF 1,500 PSF BREAK, IT CANNOT BE USED AS CD w BEARING CAPACITY OF SOIL PART OF LOAD PATH - USE SP1 N rn SHALL BE VERIFIED BY LICENSED AT BOTTOM AND SP2 AT TOP OF W Q K CONTRACTOR PRIOR TO EACH STUD. � J POURING CONCRETE. LL 2. THE SLAB/FOUNDATION AREA NAILPATTERN: 0 � LLI wm SHALL BE CLEARED OF DEBRIS 8d 4" O.C. @ EDGES AND ROOTS AND SHALL BE 8d 4" O.C. INFILL Q OF COMPACTED PRIOR TO Ur J O PLACEMENT OF CONCRETE. Z 3. CONCRETE SHALL BE PER W 0 co SPECIFICATIONS IN THE DESIGN 2X4 STUD SUMMARY. @ 16" O.C. O Q L (1) 2" x 4" PT BOTTOM PLATE G. J C3 D_ W/ 112" DIA. SCREW ANCHOR @ 2' O.C. DRAWN BY ^s-•e':— GRADE EL 4 DATE DRAWN EXISTING SLAB 09/04/13 REVISION S-4 TYPICAL WOOD FRAME WALL SECTION © - A_4, SCALE: NTS SHEET NO: A-4-.-I