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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICt USE ONLY: DATE FILED: PLAN REVIEW FEE: 1120.60 RECEIPT NO.: CONCURRENCY FEE: RECEIPT NO.: PERMIT NUMBER: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE &- FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT SCApMMrLDING & CODE REGULATIONS DIVISION �� 2300 Virginia Avenue �uCIO Ft. Pierce, 2-5652 72-462-1553 bounty J Eck Cj �t�CLL Ck- U APPLICATION for BUILDING PER MIT CERTIFICATE of CAPACITYMONING COMPLIANCE PROJECT INFORMATION C I. #1 LOCATION/SITE ADDRESS: `7 0hoOkAN03 DP &T- SAnVT itick e-- 3wr52 2. ®PROJECT NAME: I(WApCIA SITE PLAN NAME: 3. -WPROPERTY TAX ID #: 3q1 CJ 701 0004 —000 _3 4. wLEGAL DESCRIPTION (attach extra sheets if necessary): %lE aG dAwj S/,D ta,T q (o,ap,40 6,0VS&o6 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. S. LOT NO._ 9. VWCEL SIZE (ACRES/SQ FT.): , (J LOT DIMENSIONS: vo NO X, 2 7K 3 7 DEEP 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: 11. -0 SETBACKS (ACTUAL) FRONT: qd, 83" BACK: 7. j //war RIGHT SIDE: `%Z • L f LEFT SIDE: Zrl, 71 12. At TYPE OF CONSTRUCTION (Check all appropriate boxes) [; NEW CONSTRUCTION [ J EXPANSION/ADDITION [ ] INTERIOR RENOVATION [ ] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. ' DESCRIPTION OF PROPOSED USE: 0E T A(' 460 GARAJ,' Al r 1Ao1dACgrk 14. 1SQ. FT OF CONSTRUCTION: /&() 15. SF. FT Ist FLOOR: 16. *+ALUE OF CONSTRUCTION: $ 1000, The value of construction is used to determine the amount of permit fees to be assessed St Lucie Can* 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 with this application. SLCCDV Form No.: 001-02 UPDATED 6/25/09 OWNER -�INFORMATION NAME: ADDRESS: D i T IlJCDO tAMOS D iU CITY: STATE: /" �A ZIP: PHONE (DAYTIlviE): 3( 21) �S� (,�(,(o l �G �� Email:. ®}�A►sur� J60] ®bEllsculh. iVCr IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY PHONE (DAYTIME): (_—) CONTRACTOR INFORMATION ST. of FL REG.CERT #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTIME): STATE: STATE: FAX NO. ST. LUCIE COUNTY CERT #: Email: ZIP: AP ARCHIT/ENGINEER: LAkIIE� 1-1'rJ /C NE� NM J Cl/2E �iQ T jFu/ lJl � j eN� -irlG ADDRESS: l w6, CITY: & ZIP: . WSt PHONE (DAYTIlVIE): CflZ) �rs� BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: FAIJ r I, BUORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification. it will be voided and returned to you by mail. PERwnT fMRFR• -! N01, J� OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statues the following information is provided in the Notice of Commencement 1. DESCREMONN OF PROPERTY RTY (Legal de�sGcription and street address, if available) TAx FOLIO NUMBER: 3 y / , — 7Q%—yll-Qo — j SUBDTYLSTON 1 f7E l/iN'iDPi4S S/ V BLOCK TRACT LOT BLDG UNrP 2. GENERAL DESCRIPTION OF EVIPROYEMENT: 3. OWNER INFORMATION: a. d. Name and address of fee simple ddeholder (if other than Owner)_ 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: 5. SURETY'S NAME, ADDRESSAND PHONE NUMBER AND BOND AMOUNT: - 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon who Section 713.13 (1) (a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: cfl e6 e. Interest in property �Irlv J{3SEP,tIrE�SNitT , CCERWj0FI EICIR�I! T COuh77 SAiiUT L +I1E C`C3NTY II�, FI2� o oa3��y� c� c. BAR 8. In addition to himself or herselfy Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified): 20 WARNING TO OWNER:_ ANY PAYMENTS MADE BY THE OWNER aFrER THE EXP ATION OF THE MICE OF CO<t+iMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART I n rrnN 713.13. FT.nRma eTn rr rrES. ATtD _AN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND PnCTRt1 nN TUF rna crrc nrrnnr rrr� c,., ,..�.R 3.. ] ei AAA, - ✓( (Sig'@ ner or Print Name and provide fguatory's Title/Ofiice ized fficer/Director/Partner/Manager State County of S *t . Lucie The foregoing instrument was acknowledged before me this day of 20 " By as (name ofp(An) (type of authority,... e.g. officer, trustee, attorney in fact) For (name of party on ehalf of whom instrument was executed) Personally known or produced the following type of identification: _ IN COMMISSION 0 DD OL097 a EXPIRES: March 22, 2013 Under Penalties of perjury, I declare that I have read the foregoing and that the facts in it are true to the best of my knowledge and belief (Section 92.525, Florida Statutes). aturc(s),of ne or Owner(s)' Authorized Officer/ Director / Partner/Manager who signed above: y By Rev.08 7 (S.Recordi PLANNING & DEVELOPMENT SERVICES DIVISION BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY aA All ES A will be using the following sub -contractors for the (Companyftaf,JTrG 11Na'"me) , project located at 8�1 w�ajA NOS h /U(" r JAW, ka "( �`�• � � l s% fStreet address or Property Tax I1D # ) `_ It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, i will. immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of company/Contractor- - -- St. Lucie County/ -� - `Stgte- of- lorida-{-- -- License Number Electrical` Srj jA�6 �60n IgaiL CR wiv yv- o� Plumbing HVAC/ Mechanical Roofing CC613Z Z377 `64 Gas l�p � (�L�121� C.J/�iE del 'Ulc2 eM,4 i3 C az6 l7y OFFICE USE .ONLYT: PERIVIIT ISSUE DATE: NUMBER: J 1101.o���j PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: _ � 6 / State of Florida Certification Number (if applicable): �_ `l l `7 O have agreed to be the l (Company Name/Individual Name) �� - CC� i �'� sub -contractor for ./#,W d S 4 �•-�I (%�,(JSo,(% (Type of Trade) , (Primary Contractor) for the project located at L� (�10�� 05 L- 4--74, 3 fy �Sd (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGIN SIG ATURES RE REQUIRED SIGNATURE PRINT NAME DATE Business Name: Address: City/State/Zip: Phone: L email: SA V_ 9 I- L.1 OFFTCF. TTSF. CINT,Y: PERMIT # ISSUE DATE 01/14/2011 09:35 7722374618 !3T.EPANF-K8 PAGE 31 E-J�c, -'Al piv ion. .?v* Stepanek i. :.., .1050 sw pijtillpr� $t. ;wt,%t. Lucie S F1 34983 77;-',5��9914 772-231!4618 (Fax) WNT LUCIE COUNTY BUILDING DEPT. TO WHOM IT MAY CONCERN RE. 894 WOODLANDS DR PS.1, 34952 DETACHED GARAGE EMSTING HOUSE 200 AMP 40 CIRCUITELECTRIC PANEL 1114111, NEW GARAGE WILL BE FED Fpqm EXISTING 5Q AMP 240 VOLT CIRCUIT TEES WAS FOR HOT TUB THAT WAS REMOVED POWER IS LOCATED IN PVC, J]00� 113il-WEEN HQUSE & GARAGE PANEL SCR GAR,AGE WILL HAVE A 60 SUB PANEL 120 AW CIRCUIT LICYHTfN*G': 2 20 AND GFCl CIRCUITS " THIS IS A MINAMAL AMOUNT!DF POWER NEp EDn IF A C0h4PLE TE LOAD CALC I.S. NEEDE D I WILL DO ONE & PUT IT'q7q'J"H THE PERMIT Th.mLk you, JACK STEPANEK ER 0014972 SLC 26057 SmartZone Communications C;a' — zr __� Page 2 of 3 PLAh'NI11iG & DEVELOPMEINT SERVICES DEPARTMENT S - BUILDING & CODE REGULATIONS DIVISION e BUIL )IKG KRMIT SMODNTRACTDR AGMAWNT SL LnelC Cmtrtty ctor Certification number. y'1 mate ofElorido CadocWon Number (_4'c@%e): �f i y ��^ 1. -/� V Psny dm�n`�i `idhave weed to be the (MMName) �1 1 sub -contractor fnr S' A10 9 mk wSbN of C attotr) for" project located at jfJ'Y L�11 00 D OCS DIL : 1 �L 0, oujcct Street Addressor WWCFIyTex IDt4) It is understood that, if there is any change ofstatus regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by penonaUy filing a Change of Contractor notice. (Form: MCCDV tdo 004.00) :BUSINESS QUAD ' J R (I3ame of thohcdrvidrul groan aoz the Can4nctor's Lioeas) RIGINAL SiGNATpRES ARE REQUIRED' S[GPTA�1PRWNAMEk� DATE eusim= dame: A Address: Phone. _ email �y j C i�a , Ala building and planning jpg http://sz0088.wc.mail.comcast.net/h/viewimages?id=81460 1/14/2011 . r PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUIULDING &. CODE REGULATIONS DIVISION :�-COLJNTY % BUILDING PERMIT F L 0 R I P A SUB -CONTRACTOR AGREEMENT -.St. Lucie County Contractor certification Number: State of"Florida Certification Number (ifappiicabiq): 4m4. �l" �' have agreed to be the su, b-contracto for A (Type df Trade) (Primary Contractor) at for the project t located &- 44--'y- (Prqjed.Street. Addressor Property Tax -ID It is understood that., if there is any change of status regarding our participation with .the above mentioned project, I will immediately advise. the.Building and Zoning Department of k Lucie By ontr' County by Persona filingaCh4ngeofC' actor notice. (Form sLCcDv No. -004-00) ..BUSINES.$.QUALIFIER .(Name of the -]ndM&W.-shovvn on the contractor's License) 0 AL SIG SARE REQUI)REi). PRINT NAME city/Statelzip: Phone. OFFICE USE ONLY: email-, DATE J ' PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: (J�� State (mla Certification Number (If applicable): l_ B C' O Z6 /' `7 y � Zp� RP. have agreed to be the (Company NamelIndividual Name) CO)VCA -r6 (Type of Trade) sub -contractor for JAIA(s A J N (Pnmary Contractor) for the project located at - (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER,,,(Name of the Individual shown on the Contractor's License) ORIGINAL SIGNAVM �,RE REQUIRED Business Nam4 Address: City/State/Zip- Phone, �77Z - ! 373op email: nMWT!'F TTCF r1m.V! C ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT I, the undersignedam the,owner 4 the (Tax ID/Legal for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Property Owner Name erty Owjee'r Signature Date 1 STATE OF FLORIDA, COUNTY OF &4 ACKNOWLEDGED BEFORE ME THIS (50 DAY OF �� 2LI Y KNOWN TO ME OR WHO HAS PRODUCED AS IDENTfFICATIOIA. r.�A'� a� A%) t� M %, k SIGNATURE OF NOTARY NOTARY PUBLIC TITLE TYPE OR PRINT NAME OF NOTARY (SEAL) COMMISSION NUMBER iFJ 4+" ram: DAWN MILONE •*1 MY COMMISSION # DD 852587 o EXPIRES: March 22, 2013 ' Bonded Thru Notary Publk Undermi: ' 1 Planning & Development Services Department _. Building & Code Regulations Division 2300 Virginia Ave r Fort Pierce, FL 34982 772-462-1553 Owner Builder Affidavit — Electrical Contracting DISCLOSURE STATEMENT F.S. 489.503 (6) EXEMPTIONS State law requires electrical contracting to be done by licensed electrical contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own electrical contractor even though you do not have a license. You may install electrical wiring for a farm outbuilding or a single-family or duplex residence. You may install electrical wiring in a commercial building the aggregate construction costs of which are under $75,000. The home or building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease more than one building you have wired yourself within 1 year after the construction is complete, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your electrical contractor. Your construction shall be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Failure to do so may result in a liability for you! To qualify for this exemption under this.subsection, an owner must personally appear and sign the building permit application. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Community Development erector to the ida State Department of Processional Regulation. Signed and acknowledged on this O�� day of SIGNATUn STATE OF FLORIH4� COUNTY OF . J J1 � t rl• _k�o The foregoing instrument was acknowledged before me this -dC✓ day of , 20 1, byy ^e �VC t�1 S�who is personally known V to me or ::as produced Tl� ^{J {�• Signature of Notary Print name of Notary as identification. (Seal) Title: Notary Public Commission Number sfi�F: DAWNMILONE SLCPDSD Revised 7/23/2010 �_ MY co ISSION#Do88288 I /N�IO• EXPIRE March 7 ''GAF °�� Bonded Notary Public Uri dat�iv3iit61S St. Lucie County Owner Builder Affidavit -Electrical Contracting -1 St. Lucie Coin:, - ® Y z Building & Zoning Department o o = 2300 Virginia Avenue Fort Pierce, Florida 34982 (772)462-1553 OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT F.S. 489.103 (7) EXEMPTIONS State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You may build or improve farm outbuildings, a one -family or two-family residence or a commercial building at a cost of under $75,000.00. The building or residence must be for your own occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within one year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide r compensation for that employee, all as prescribed by law. Your construction must comply with all at) e a s, ordinances, building codes, and zoning regulations. in ' l I understand that the building official and inspectors are not there to design or give adv o o/ eet the minimum code. Initi I understand that as an owner -builder that any contract disputes with sub -contractors and I I d in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. I understand that if I compensate any person or company for work performed they a\r�i licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and cost of the license. r.,it-IA I understand that if any person that is unlicensed and uninsured gets injured on my c they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer cost, which could include loss of wages during recovery from their injury. To qualify for this exemption under this subsection, an owner must personally appear anthe building permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reporte y the Building and ZinZo g Dep ent to the Florida Stat Department of Professional Regulat' . Signed a owledged on this day of of 20 . STATE OF FLORIDA COUNTY OF ( The for oing instrument was acknowledged before me this day ofyOk`. , 20 , by who is personally known to me, or who has produced L.,. as identification. Signature of Notary Type or Print Name of Notary Title: Notary Public Commission Number_ ��,�� •�� MY �'iK7V /9 s�ssi M���F oN �ZNo�ary�65DD�-"wgj . �ite�s CERTIFICATION: This application is hereby made 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. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may -apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OR CON C'P R SIGNATURE A11i,QF RAM IUNTY OF._� The foregoing instrument was acknowledged before me this &Z day of 20_� by M1W,4 S V1 nSu 4 who is personally known or has produced as identification. :;Ignatunbre of Notary CONTRACTOR SIGNATURE , STATE OF FLORIDA COUNTY OF The foregoing instrumi me this by acknowledged before .20 who is pyfsonally known or has produced Signature of Notary as identification. oti,y'e' DAWN MILONE ; Commission No. _ i alk(coMMISSION # DD 85258 Commission No. (Seal) EXPIRES; With 22, 2013 s : e Bonded Thtu Notary Public Undervniters NOTE: 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 TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. OFFICEFUSENLYSECTIONTOWNSHIP a RANGE MAP NO. ZONING 0� LAND USE / LOT CVG % 1,2, 5q Pp TAZ NO. FLOOD ZONE FIRM MAP # �Q 1ST FIR ELV MAX HGT CONST TYPE �� OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE Z-` 3 AREA FEE FEE LIBRARY PUBLIC BLD C BLD PARKS IMPACT IMPACT FEE IMPACT FEE CORRECTION ;ACT FEE GENERAL SCHOOL CREDIT Y N LAW ENF IMPACT ACT IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC 1� GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: .REVIEWS FRONT ' ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW RECEIVED 3 / 1 DATE COMPLETED INITIALS r Port St. Lucie Building Department AID 00 ,-i V m I N W E b,. L �.a !C N E �O Us) Certificate- of Compliance (This is a partial treatment only and not a guarantee or warranty) This form is to be filled out by Pest Control Company Permit Number: Location of Property: U MT L ob Lf1wn O(L PoRr -ST L1�Gi� Legal Description: Section Block Lot 4 Pest Control Company JAMES CORDEIRO 7 7 eerr -Please Print Signatur `3 Date t Title Soil Treatment Company Information COASTAL PEST CONTROL Soil Treatment Company Name 1913 SW S MACEDO BLVD, PSI, FL 34984 Address 5594/8068 Soil Treatment/DACS License # The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws established by. the Florida Department of Agriculture - and Consumer Services. A second treatment was done on (date) /._ J as per manufacturer's specification. If the second treatment is not required, a copy of the product label. shall be included with this certificate. Treatment Information Date of Treatme t TALSTAR 1 Chemical Used 0.06% Concentration /kD �s Gallons Used HORIZONTAL BROADCAST Method of Application (soil mixed, etc.) n tea, lq- Linear Footage of Area Tre ted CK. Second Treatment Information Date of Treatment Chemical Used Concentration Gallons Used Method of Application (soil mixed, etc.) Linear Footage of Area Treated Please Note: The City of Port St. Lucie does not guarantee or warranty the preconstruction soil treatment attested to in the above. The purpose of this document is to show that to the best of this department's knowledge, the builder has satisfied the requirements of the Florida Building Code for protection against termites. This form MUST BE RETURNED to the Building DepaRECEIVED before your final inspection is scheduled( MAR 2 1 2011 Public Works St. Lucie County, FL Z'FullTreatment LA. l Spot Treatment Inspection Only 772-879-0904 Notice of Treatment or Inspection DATE SERVICE CMI AL Y CSui &D to partment din & o Reg �s r i i'oAND ALL PROPOSED WORK iD 2ar V`r e,F 1 JECT TO ANY CORRECTIONS 772-462-�,151UIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO Design Certification for Wind Lotd&PLAMW(ALL APPLICABLE CODES. This Certification must be completed by the project design architect or engineer. This Certification must be submitted in duplicate with all applications for building permits involving the construction of new residence (single or multi- family), residential addition, any accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no exterior structural walls, columns or other components are being affected) and certain other minor building permits. For further assistance, please contact the Building Inspection Office at (772)462-1553 Project Name .l6j4NSorJ bt\izrad,a Street Address Permit Number Occupancy Type Construction Type Certification Statement: I certify that, to the best of my knowledge and belief, these plans and specifications have been designed to comply with the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the wind loads and forces specified by current code provisions. Design Parameters and Assumptions Used: (Please check or complete the appropriate box.) 1 Florida Building Code 20 6 7 Edition with 2009 Supplements and ASCE 7 —05' 2. Building Design is: Enclosed: X Partially Enclosed: Open Building: 3. Mean Roof Height: IB Roof Pitch: sal Z Internal Pressure Coefficient: G i 4. Width of End Zone: q' Wind Speed: 13 0 (3 sec. gust) 5. Building Classification Table 1-1. ASCE 7 T� FBC Table 1604.5 6. Wind Exposure Classification: e Adjustment Factor for Exposure & Height: _ 7. Components & Cladding Wind Pressure on Roof Zone 1- 27-0 2-48.4 3-71.6 PSF 8. Components & Cladding Wind Pressure on Wall Zone 4 ^ 33•4> 5 , 40-7 PSF 9. Components & Cladding wind Pressure on Overhead Garage Door (o PSF W 10. Loads: Floor Nh PSF Roof/dead I t PSF Roof/live 34> PSF 11. Shear Walls Considered for Structure? Yes ✓ No (if No, attach explanation) 12. Continuous Load Path provided? Yes `'- No (if No, attach explanation) 13. Are Component and Cladding Details Provided? Yes ✓ No (if No, attach explanation) 14. Minimum Soil Bearing Pressure: 2500 Presumptive: ✓ By Test: PSF As witnessed by my seal, I hereby certify that the information included with this certification is true and correct, to the best of my knowledge and belief. Name: i-F-b.RyE-c NE�J Cert#• P� 32831 Design Firm: TG g E 1 N G Date: SLCCDV Form # 020-00 - _ :SNAL" Revised 2/27/09 (CL) - r 3/y(��� Revised 6/11/2010 (IS) 1 ib:(�.782) iJOWNSON GARAGE Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Roof overhang supports 2.00 psf soffit load. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 1.50. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, 19, ' THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT t 14, 140 mph wind, 15.88 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 6.50 ft from roof edge, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=0.0 psf. Wind reactions based on MWFRS pressures. (A) Continuous lateral bracing equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.88 ft. from roof edge. TRUSSLAYOUT AYOUT RAPE® 2' 19, 6'8"13 6'1"13 6'1"6 2' 6'1"6 6'1"13 6'8"13 T3 , =5X =5 C7 T2 T2 v3X5 -3X5 12 W4 _ 5 m g 5X7 A) (A) 5X7 T7 W3 W2 W W1 T1 3X7(A1=3X7(A1) 61 =5X7 B2' =3X5 =6X8 83 =5X7 B1 40' - b � 9'6" 972 9'3"14 916" ��' —2 R=2136# U=465# RL=312/-312# W=5"8 DESC. = A7 PLT. TYP: WAVE 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288,4234 rr1LE DESIGN CRIT=CUSTOM(fPl- 40' QTY= 2 TOTAL= 2 _ �� 4 REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHEtl BY TPI (TRUSS PLATE INSTITUTE, 583- D'ONOFRIO DR., SUITE 200, MADISON, VIA. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE,. FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT- FURNISH -A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE e, RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFOj2AAS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STE4 ' EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON VIS,. DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTA G�- +. OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE �- SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE T:"STL,I.LES 2' — R=2136# U=465# W=578 10.01.02.0629.20 TC LL 30.Opsf TC DL 7.Opsf BC DL 10.Opsf TI ICATION" `F BC LL O.Opsf #-4920.0 ° 404 SW CAMDEN-A 1 STUART,1 34 94:, ..: ,? -)T-W TOT .LID. 47.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 37825 SCALE=0.1875 REF DATE 02-23-2011 DRWG O/A LEN. 40 JOB #: 1782 TYPE HIPS UAKAUt / AT Top chord 2x4 SP #2 N :T2 2x4 SP #2 Dense: Bot chord 2x4 SP #2 N :B2 2x4 SP #2 Dense: Webs 2x4 SP #3 Special loads -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25) TC - From 74 plf at -2.00 to 74 plf at 7.03 TC - From 37 plf at 7.03 to 37 plf at 32.97 TC - From 74 plf at 32.97 to 74 plf at 42.00 BC - From 4 plf at -2.00 to 4 plf at 0.00 BC - From 20 plf at 0.00 to 20 plf at 7.03 BC - From 10 plf at 7.03 to 10 plf at 32.97 BC - From 20 plf at 32.97 to 20 plf at 40.00 BC - From 4 plf at 40.00 to 4 plf at 42.00 TC - 297 lb Conc. Load at 7.03 , 32.97 TC - 212 lb Conc. Load at 9.06 , 11.06, 13.06, 15.06 17.06, 19.06, 20.94, 22.94, 24.94. 26.94, 28.94. 30.94 BC - 425 lb Conc: Load at 7.03 , 32.97 - BC - 125 lb Conc. Load at 9.06 , 11.06, 13.06, 15.06 17.06, 19.06, 20.94, 22.94, 24.94, 26.94, 28.94, 30.94 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 3 Complete Trusses Required Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @11.50" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. 4" o.c. spacing of nails perpendicular and parallel to grain required in area over bearings greater than 4" 140 mph wind, 15.00 It mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=0.0 psf. Wind reactions based on MWFRS pressures. Roof overhang supports 2.00 psf soffit load. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection is 0.59" due to live load and 0.49" due to dead load at X = 20-0-0. 2970 2120 2120 2120 212# 212P 2120 2119 2120 211, c 2120 2119 212A 2970 7'0"6 ` 2'0"6 - ± 2' -- - 2' �� 2' �� 2' � 2' ��=�«� 2' �± 2' - 2' - 2' - - 2' -a 2'0"6 + TO"6 7' T 6'8"1C 26' T3"6 6'3"6 6'8"10 T 40' V914 6'3"6 6'6"14 6'6"14 6'T6 6'9"14 2' 40' 2' 9 7'0"6 2'0"6 2' 2' 2' 2' 2' - 2' 2' 2' 2'- 2'_ 2'0"6 y+� TOT ` 1256 4 1� 4 1259 ` 1259 ` 1250 `04 (1z5%0000j2W 4257 1250 120 1259 125/ 1250 3Ij V V Y R=4172# U=1727# W--5"8 0 v 171'17 9 R=4172# U=1727# W=5"8 DESC. = Al 5� `' ..'Boo SEQ = 37845 PLT.TYP.-WAVE DESIGNCRIT=CUSTOM/TPI-1995 QTY= 2 PLIES= 3 TOTAL= 6 ro '°°°°�,°°_�:,_=REV. 10.01.02.0629.20 SCALE =0.1875 -WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 _ ST I L E S° -TC ELL REF D'ONOFRIO DR., SUITE 200. MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE 30.Opsf �- "TCV; FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL L `��� hl ��' ^+� TC DL 7.Opsf DATE 02-23-2011 O PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A "�1l„', j COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT B '� B6DL 10.Opsf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE � ` �' WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS 1� ' ART I 'A- °BULL' O.Opsf ROOF & FLOOR TRUSS SYSTEMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FORDST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL C' �' ° 49200 TOT:LD. 47.Opsf O/A LEN. 40 4175 MARTIN HIGHWAY EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THI "° " < + PALM CITY, FL 34990 DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCEr�� �j E404 SW CAMDEN'' E •`.��`'DOR.FAC. 1.25 JOB #: 1782 OFF: (772) 286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE .. 164STU,4 T, L 4 94 ' ; FAX: 2)288-4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE rp�� `�;;SPACING 24.011 HIPS BUILDING DESIGNER PER ANSI?PI 1-1995 SECTION 2. 4!7i', Y�s�/°' TYPE �c- 3D:(41� /t5Z)./JVjiNJVN UAKAUt / AL Top chord 2x4 SP #2 N :T2 2x4 SP #2 Dense: Bot chord 2x4 SP #2 N Webs 2x4 SP 93 Roof overhang supports 2.00 psf soffit load. Bottom chord checked for 10.00 psf non -concurrent live load. 9' 4'9"14 — 472 — 5'8"10 22' THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT . 140 mph wind, 15.00 fit mean hgt, ASCE 7-05, CLOSED bldg, not located within 6.50 ft from roof edge, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=0.0 psf. Wind reactions based on MWFRS pressures. Calculated horizontal deflection is 0.15" due to live load and 0.12" due to dead load. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 1.50. 9' 5'3"6 — 57'6 — 6810 — 4'2"2 — 4'9"14 — 40' 8'8"2 5'5"2 56"14 5714 -- 572 — 2' R=2036# U=805# RL=176/--176# %V 5T8 DESC. = A2 PLT. TYP.-WAVE DESIGN CRIT=CUSTOM/TPI-1995 W KI0-"T .,1..� 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 "^ o 9'8"2 _2'_ R=2036# U=805# W=5"8 2 TOTAL= 2 _ REV. 10.01.02.0629.20 dIPPING, INSTALLING AND BRACING: :R TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 ` 1". S 4 TC L•L 30.Opsf OFRIO DR., SUITE 200, MADISON, W1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE -• :TIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL, �.�. 1 7 TC 7.Opsf 3LS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT— FURNISH'A :> t' DL ; - Y OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE `, 0 ''. " ^ ; • 'BC:DL 10.Opsf 'ONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCEC�,� I TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMSr- I APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FORT°„ ;. 'i'.."ERTI FIGAT,ION -; = v:'_ro BCbLL O.Opsf TPI. ALPINE CONNECTORS P`Pe' �2 0 ;TOT.LD. 47.Opsf PT AS NOTED.PAPER APPLY CONNECTORS O EACH FACE OFAND TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS -#�49200"�..��''"� • GN, POSITION CONNECTORS PER DRAWINGS 160 A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE �sd404`SW1CAMDEN AVE . ; f DUR.FAC. 1.25 DESIGN SHOWN. AICOM NG RESPONSIBILITY SOLELY FOR THE TRUSS CIS THE HE ROFESSIONABILITY 4+•� '•§ QUART, FLU AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING THE RESPONSIBILITY OOMPONENT �49 l`�f SPACING 24.0" DING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. SEQ = 37835 SCALE=0.1875 REF DATE 02-23-2011 DRWG O/A LEN. 40 JOB #: 1782 TYPE HIPS i0�7782)./JU,IiNSUN LiAKAGt / A3 Top chord 2x4 SP #2 N :T2, T3 2x4 SP #2 Dense: Bot chard 2x4 SP #2 N Webs 2x4 SP #3 Roof overhang supports 2.00 psf soffit load. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. 11' 5'11"10 5'0"6 — 6'0"9 ` THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT , 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 6.50 ft from roof edge, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=0.0 psf. Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load. 18, 11' 519"1 675 5'0"6 5'11"10 1 m 1 40' 16— 5'6" 52"2 6'0"9 6'0"9 5'10"13 572 S6" 6. 240' 2' — R=2036# U=804# RL=2031-203# W=5"8 R=2036# U=804# W=6'8 DESC. = A3 PLT. TYP -WAVE DESIGN CRIT=CUSTOM/TPI-1995 rwZ"j" O-�T 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 288-3700 FAX: (772)288-4234 _ z QTY= 2 TOTAL= 2_- DLING. SHIPPING, INSTALLING AND REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WL 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL - PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A • COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT -BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE' WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS"? WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST---, AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEELS "5 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON T S DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTAN Ez , f OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE r, SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE d r1 r ,�.. 1•� L.r •IV- EIRTIF•ICATION # 49200'. `,_, 404 SW CAMDEN AVE ">' E ,-_STUART3 9'4`�_ , 1 m 1 REV. 10.01.02.0629.20 SEQ = 37833 SCALE=0.1875 TC LL TC".DL BC!DL BCLL TOT.LD. 30.Opsf 7.Opsf 1O.Opsf O.Opsf 47.Opsf REF DATE 02-23-2011 DRWG O/A LEN. 40 DUR.FAC. 1.25 JOB #: 1782 SPACING 24.0" -TYPE HIPS JOD:L1 tdZL /JU,t1NJUN UAKAUt / A4 Top chord 2x4 SP #2 N :T2 2x4 SP #2 Dense: :T3 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Bottom chard checked for 10.00 psf non -concurrent live load. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT ° 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 6.50 ft from roof edge, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=0.0 psf. Wind reactions based on MWFRS pressures. Roof overhang supports 2.00 psf soffit load. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. 13' 14' 13' 6'11"4 6'0"12 T T 60"12 611"4 T2 5 p W3 ,5X7 T2 W3 W 5X7 W4 io io T1 W1 W2 W3 W1 T1 o 0 3X7(A1 1 =3X7(A1) ci B1 1111.5X4 =5X7 62 =3X7 =5X7 �I(1.5X4 6'22 2' R=2036# U=8029 RL=230/-230# W=5"8 40' T T 672 66" ^ 40' 2' — R=2036# U=802# W=5"8 `.�n�909900b0��n,, DESC. = A4 Q�� " ` �� SEQ = 37831 PLT. TYP.-WAVE DESIGN CRIT=CUSTOM/TPI-1995 QTY= 2 TOTAL= 2 =' 'tie 'REV. 10.01.02.0629.20 SCALE=0.1875 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. �' TC°L=L 30.Opsf REF REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T r 1 �E,S - D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE - ,1 �/-r'^ra FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL = "" �- '° TC QL 7.Opsf DATE 02-23-2011 0 PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE ' . r� ° T •• BG DL 10.Opsf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE" _ F / -_ _r r WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS - b CERTIFICATION : ° . •BC'L=L O.Opsf ROOF & FLOOR TRUSS SYSTEMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST? �) g �^ AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL ,:•-# 49200 TO,T.LD. 47.Opsf O/A LEI. 4D 4175 MARTIN HIGHWAY EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THI6 . PALM CITY. FL 34990 DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANC? 7.} .`,'404 SW CAMbEN'AVE�`+"_ pUR.FAC. 1.25 JOB #: 1782 OFF: (772) 286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE <. - •_�� ' FAX: (772) 288-4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE .Sl'UAR1T�gt-,34904 tea,, % C ^S, -SPACING 24.0" TypE HIPS BUILDING DESIGNER PER ANSIRPI 1-1995 SECTION 2. "+ - door! /tSL) /Jljr1NJV1V l7/Amm"DC / /10 Top chord 2x4 SP #1 Dense :T3 2x4 SP #2 N: 15 2x4 SP #2 Dense: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.05 ft. from roof edge. 15, 7'11"4 ` I HIS UWG. NKtVAKtU UY I Kt ALVINt JUtJ UtblUNCK VKUUKAM t-KUNI 1 KUSS Mr•K'S LATULJ t � 1 140 mph wind, 15.05 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 6.50 ft from roof edge, CAT 11, EXP 8, wind TC DL=4.2 psf, wind BC DL=0.0 psf. Wind reactions based on MWFRS pressures. Roof overhang supports 2.00 psf soffit load. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 1.50. 10, 15, 7712 5' 5' T012 T3 Tl1"4 40' - T6" 772 5' 5' T2"2 240' 2'_ R=2036# U=500# RL=257/-257# W=5"8 R=2036# U=500# W=5"8 DESC. = A5 PLT. TYP.-WAVE �K;O� T 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DESIGN CRIT=CUSTOM/TPI-1995 QTY= 2 TOTAL= 2 REV. 10.01.02.0629.20 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST, - AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL', `. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE''. OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE i^, SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 1, S Tc L 30.Opsf TC DL 7.Opsf BC DL 10.Opsf SEQ = 37829 SCALE=0.1875 REF DATE 02-23-2011 DRWG T CERTIFIC-ATION BC L`-L' O.Opsf # 49200" ' T6,T:LD. 47.Opsf O/A LEN. 40 404,SWCAMDEN•AVE `. STUARl,FL349j6.y ?.'SPACING DUR.FAC. 1.25 JOB* 1782 24.0" HIPS TYPE JOb:Q782) /JQHNSUN UAKALit / Ab Top chord 2x4 SP #2 N :T3 2x4 SP #2 Dense: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Roof overhang supports 2.00 psf soffit load. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 1.50. 17' 6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FKUM I RUSS MFK'S LAYUU I • ' 140 mph wind,15.46 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 6.50 ft from roof edge, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=0.0 psf. Wind reactions based on MWFRS pressures. (A) Continuous lateral bracing equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.46 ft. from roof edge. 17' 6'0"13 55"13 5'5"6 6' 5'5"13 — 65" 6'1"3 =5X7 T3 =5X7 T4 T2 Eo3X5 5X7 12 W4 W4 5 p n (A) 5a5X7 W5 1.5X4 m m T1 W3 W2 W T5 W1 3X7(A1 (Al) f 81 =5X7 82 =3X5 =6X8 83 =5X7 61 —2 R=2088# U=465# RL=285/-285# W=5"8 DESC. = A6 PLT. TYP: WAVE W 1'1-�T ..- 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772)286-3700 FAX: (772) 288-4234 DESIGN CRIT=CUSTOM/TPI-1995 40' - 8'2"2 5'10"4 40' - QTY= 2 TOTAL= 2 '•WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL'NQLB RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE f f WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS',. - WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL' EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANO-�-_ OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE •�- SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 8'3"14 — 2' R=2081# U=465# W=5"8 `REV. 10.01.02.0629.20 T.-,STELES ET LL 30.Opsf °ET' : T�_oL 7.Opsf . ;BCDL 10.Opsf 6E61IFIGATI0N"y =BCZL O.Opsf _ # 49200. TOT ,Lp, 47.Opsf 404"31N0AM6EgAVi ` ..bUR.FAC. 1.25 STLIAkt , 'FL 34994 . y SPACING 24.0" SEQ = 37827 SCALE=0.1875 REF DATE 02-23-2011 DRWG O/A LEN. 40 JOB #: 1782 -(APE HIPS JOID:Q 782) /JUHNSUN t3ARAUL / HJ 1 U THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT, Top chord 2.4 SP #2 N Special loads Bot chord 2x4 SP #2 N —(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) -Webs 2x4 SP #3 TC - From 0 plf at -2.83 to 74 plf at 0.00 TC - From 2 plf at 0.00 to 2 plf at 9.84 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, BC - From 0 plf at -2.83 to 4 plf at 0.00 wind BC DL=0.0 psf. BC - From 2 plf at 0.00 to 2 plf at 9.84 TC- -110 lb Conc. Load at 1.37 Wind reactions based on MWFRS pressures. TC - 75 lb Conc. Load at 4.20 TC - 268 lb Conc. Load at 7.03 Roof overhang supports 2.00 psf soffit load. BC- 10 lb Conc. Load at 1.37 BC- 97 lb Conc. Load at 4.20 Bottom chord checked for 10.00 psf non -concurrent live load. BC- 175 lb Conc. Load at 7.03 Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. »oo aW 757 -1-4-7 2-9.15 + 2'9"15 + 2712 �+ H 5'6"1 4'4" 4'4" .�F - 411" 4'2"13 2'9"15 9110"1 - 1W7 2'9"15 2'9"15 6 2712 10n B70 175:1 R=328# U=478# W=7" DESC. = HJ10 PLT. TYP: WAVE DESIGN CRIT=CUSTOM/fPI-1995 W `KIElm 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 286-4234 4 TOTAL= 4 REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT" FURNISH•A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BF RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE. _ WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, "- EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANdE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE �-- SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE R=84# U=17# NAILI tV Cl C• [ O :Q :D r R=2999 U=176# NAILED REV. 10.01.02.0629.20 T'W STI L' E-S TC1LL 30.Opsf r• - ". TC DL 7.Opsf ITBC DL 10.Opsf 4361 FICATION " BC LE O.Opsf -# 49200-'s .'Tor; LD. 47.Opsf 404'SWCAMDENAYE :.- DUR.FAC. 1.25 ST U A'RTX 11g4 94SPACING 24.0" SEQ = 37840 SCALE=0.5000 REF m. DATE 02-23-2011 DRWG O/A LEN. 91001 JOB #: 1782 TYPE HIP_J/ JOD'(1 /t1Y) /JL,JFIIVJVIV UlAmmur- / 1,J0 THIS DWG. PREPARED BY THE ALPINE JUB DESIGNER PRUGRAM FROM TRUSS MFR'S LAYUU 6 w_ Top chard 2x4 SP #2 N 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 It from roof edge, CAT II, EXP B, wind TC Bot chord 2x4 SP #2 N DL=4.2 psf, wind BC DL=0.0 psf. Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 1.50. Bottom chord checked for 10.00 psf non -concurrent live load. i 2' 5' R=448# U=153# RL=109/-41# W=5"8 DESC. = CJ5 PLT. TYP.-WAVE DESIGN CRIT=CUSTOM/TPI-1995 K;OTr3�wrlj \ e• •e- 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 4'8"2 R=134# U=66# NAILED in N f�I C'1 (V N i+l i+l R=87# U=25# NAILED QTY= 8 TOTAL= 8 REV. 10.01.02.0629.20 DLING, SHIPPING, INSTALLING AND BRACING. 3O O Sf REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 " T T I' =F _ ' " [ TC LL• . p D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL' •' - - TC DL• 7.Opsf C. A PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH .�- '_�� COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BC 10.0psf RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMA " O.Opsf WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST'; RTI FICATION -BC LL n <• AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL e? ^ ,` � ,# 49200, -• , TOT.LD. 47.Opsf EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THISer DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE << 4 . SW'CAMDEN.AVE�". -' 1.25 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE `404 • STUART; L'',3499 • R. ,DUFAC. SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE • �•:�, SPACING 24.0" SEQ = 37823 SCALE=0.7500 REF DATE 02-23-2011 DRWG O/A LEN. 5 JOB #: 1782 TYPE JACK L3A"(Jt= / tJ/ Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Roof overhang supports 2.00 psf soffit load. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 1.50. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYUU 14 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 It from roof edge, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=0.0 psf. Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load. R=212# U=102# io io fe 6'8"2 2' T R=529# U=178# RL=140/-44# W=5"8 R=125# U=33# NAILED 'Lo DESC. = ER ti SEQ = 37836 PLT. TYP.-WAVE DESIGN CRIT=CUSTOMIrPI-1995 QTY= 28 TOTAL= 28 ---,REV. 10.01.02.0629.20 SCALE=0.5000 '•WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583.: T CT ILES ES TC LL 30.Opsf REF DATE 02-23-2011 D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE _ FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURALffRT, • 1 ". V �.1 v - <' -TC DL 7.Opsf O Wd PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT'• FURNIS COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL N T�41 ET : =Bc DL 10.Opsf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANC-- WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL `�- - CCATION ., -_' ,r # 49200- ! ' BC LL O.Opsf TOT.LD. 47.Opsf ROOF 8t FLOOR TRUSS SYSTEMS O/A LEN. 7 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON"THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE ., OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THLe- ' a - . ,• ,. `464 SW CAMDEN AVE.- . ; STUART349 DUR.FAC. 1.25 JOB #: 1782 SPACING 24.0" TYPE EJACK FAX: (772) 288-4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE ,,FL BUILDING DESIGNER PER ANSI/ 1-1995 SECTION 2.'" JOb: I /2J ;) Myt-INOUIV UAKAUr- / L Jl THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT, , Top chord 2x4 SP #2 N Negative reaction(s) of -227# MAX. (See below) from a non -wind load case requires uplift connection. Bot chord 2x4 SP #2 N 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=4.2 psf, Roof overhang supports 2.00 psf soffit load. wind BC DL=0.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. Wind reactions based on MWFRS pressures. Deflection meets U360live and U240 total load. Creep increase factorfor dead load is 1.50. 3"14 R=-227# Rw=138# U=159# NAILED - 8"2 2' 1' R=507# U=243# RL=46/-33# W=5"8 R=5/-30# Rw=-22# U=26# NAILED „nf1� t2 �s DESC. = CA ` SEQ = 37837 PLT. TYP: WAVE DESIGN CRIT=CUSTOMITPI-1995 QTY= 8 TOTAL= 8 `n -REV. 10.01.02.0629.20 SCALE=1.0000 "WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING;` po REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. S T30.Opsf REF D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE I L ES ' TC LL - fK FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL _ - TCDLy TOW DATE 02-23-2011 0 PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT B ' ' T BC DL-' • 10.0psf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE ;: _ = 'r31 " fi'• '= gC; LL-� ca WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS '� j� FICATION° .� O.Opsf ROOF & FLOOR TRUSS SYSTEMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST •- ' , • d a� AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL : ' �`# 49200 TOT:LD: 47.Opsf O/A LEN. 1 4175 MARTIN HIGHWAY EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS �! "\ • t PALM CITY, FL 34990 DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE ci404SW CAMDEN�AVE,�,?'DUR.FAC. 1.25 JOB #: 1782 OFF: (772) 286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE `STUART FL 994 FAX: (772) 288-4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE J SPACING 24.0" JACK BUILDING DESIGNER PER ANSIfrPi 1-1995 SECTION 2. - ,=/ TYPE JOb:�178 ,) /JVIIN6UN UAKAUL / 1;J3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT ll, EXP B, wind TC DL=4.2 psf, Bot chord 2x4 SP #2 N wind BC DL=0.0 psf. Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. Bottom chard checked for 10.00 psf non -concurrent live load. 3"14 2'8" 2 2' 3' R=387# U=136# RL=77/-37# W=5"8 R=37# U=22# NAILED R=49# U=21# NAILED DESC. = CJ3 SEQ = 37838 PLT. TYP.-WAVE DESIGN CRIT=CUSTOM/TPI-1995 QTY= 8 TOTAL= 8 REV. 10.01.02.0629.20 SCALE=1.0000 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T T, - -S. TC:L-L 30.Opsf REF D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL _ TC DL 7.Opsf DATE 02-23-2011 PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT" FURNISH A " rp , O COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE ( T BC DL 10.Opsf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE rre WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS ; CERTIFICATION BELL O.Opsf ROOF & FLOOR TRUSS SYSTEMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOFjEST- AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL _ ' # 492010 ,TOT.LD. 47.Opsf O/A LEN. 3 4175 MARTIN HIGHWAY EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON TF(lS - ; �,-•- OFF: (772) 286-PALM CITY, FL 3700 OF P990 IGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z THE ROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TFHE �RUSS COMPONENT DESIGN SHOWNN THIS DRAWING INDICATES TTHE� ANC404 SN/ CANIDEN �VE:,�. DUR.FAC. 1.25 JOB #: 1752 FAX: (772) 288-4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE STUA T, Ft 349/g,�- SPACING 24.0" TYPE JACK BUILDING DESIGNER PER ANSIrrPl1-1995SECTION 2. U1/ 6b/ 2U1i 177: 11 ( (14b1 CS (1I rtiuL U.J. Page 1 of I v P}er?da Bu idin.g Code .Online • .,,:1;�,+ Il uJp'vrn, gg•ryr � � ^•�a ,I.ii,••, °'—" --:rmu�:•"ill;"'�"I';+' �'l6ilr�' '"{;II61yl'dill!1!'ilmx.-:;I'.i:;iR;a-,.arl„i"';'n71ii ii�°�`)1PS'.��ew'• �l,�iu+rl Iili•'Jlil,l� r•�,i!1� � .d I'•;I �:.� q 1 i"'-' : ,,. , !:.r; ' +;; •'n It �. 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APPllcatlon Type t:' )'!' •!i' '! if Category ALL Subcategory ALL 1 ALL ALL Compliance Method i Application Status P p ": •: il:, "':!iliti; :c�ri,;: Quality Assurance Entity ALL Quality Assurance Entity Contract Ex (red ALL I Product Descri tlon ALL Product Model Number or NamcALL P ;.:,, : ::::.:•...; r ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ;Impact Resistant ALL Design Pressure ALL IOt-hcr - ----- ALL ---- ........_._-......__.._....._...__....._........... -------._........._._.__.._................... .,• .' __. _..... .•- - ...............................- ---..._.................._..---._..............., r ���I Search Results - ADDllcatlons f;1.1.4Z1•RZ Revision Wayne -Dalton, a dlvlalon of Overhead Door Corporation Gordon Thomas, P. Htstory Category: Exterior Doors (5t3) 314-3653 9 Subcategory: Roll -up Exterior Door Assembiles 'Approved by,DCA. Approval: by Dcn shell be,revlgwnd and retlned bommI95�on It nacc arv; ........_.....-- Aapartment of ConMJUa/ty affairs PlorfOw aujldmp Code Orolfoe Codes an d SdrnRard® 255551iiroN d Oak 6ouleverd Tallahassee, rlorlda 32399-2100 (010) 467-1824, fax (850) 43e-6436 2000-201D The Stain or Florida. All rlaht5 res,rvyd. Prlva� Statement I Copyrlalt[ Statement Acccssiblllty-Statement I Plug:ln_Softw.&A I Custmner 5ervirc_Sur_vey, I C0l.10tt,us Product Approval Accep►6: W Re %`''Ih*. M15Y1 le !7 y r ��•,�,� liJ�. lie S7�ton.�'. e— http://floridabLiilding.org/pr/p,r-,-L.Ppist.aspx Garage Door Sales, Inc. 2807 Okeechobee Reload Fort Pierce, FL. 34947 772-46 l -0729' 1 /6/2011 bl/ Ub/ YUi1 by: 11 l l L4bld l l7 UtiKFiIatLUUK5HLt5 r•t-;at rJt Fl,fri.da Building Code Online Page 1 of 4 n 1:' 'I;r ^w: rr.:.1.• ,;,•poi ;;Y` `'n,-c:r,•: rl yi 11 II;I':,"'?an J! 1 Ai iiG;�11!lrirk' {�IIli ' ' h r,; i i `{�iv J t� 'll:, ;!. i`'Iii:�zr. r'�, , r, : � � • � . { , t ,;rilii i;�)h':;-�: ,(t� c JfliJlu,,!;,lr: i �„ ;;,;�If;,.l s �ii��; '�''I t �l'(i��� ' ' �'.f i1! .. ` � •I i; i1'; ri !I i .Ly�y . j. i� i i !��1. ,.;1)1 I { jl i'(t,l ,IJ'3 • ; ii') I ,�i,..� t • .k ,iL ode:°• l l;� I�Illk IJi� �. if -'i i Jl'' . .,,�.J.(r;�;;tl;;;.liri; ...�ii;;:,I�!�.� ,.: Ili::,.;;,J .,,,�;,.I•i,�ll 1, .t�• �, ,, t(I; , -� r:.. •����::.�i .,�.� 'h:.l! !1.'..:t:'�•i ;%iln i,lfi:,..,r(•, 'fl :J, .will I .I�� ..1, . ,. , •:::... ,. ill, . 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Pubtl��tlans FBC S[Bfr : eC]S She Map 'nip.'; t'.F,': l;. elili;i;: 'y(t Product Approval l$;•.`V-if`n:.USER! �/� /� j � •:•e: • �7�1j�11 Public User / J `^' I;;i;;;i Fr?dVct /LpgrovaJ_MeJ.tU Product-oGnDDgcdClgn Scorch > OURIJcajion LI; t > ADDIIcrNon Dntall nii'%• -um�' -- • FL # FL1421-112 ; ij!. nt ..?iil;; !•-11:,, ApDllGatlon Type Revision Code version 2007 •:r:::v:::;,,., ;;gi;,;.l,;�,,;i:�,;i�l'n: Application Status Approved ::..It,•;:: ;II;` Iijiil!I Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door CDrporation Address/Phone/Small 3395 Addison Drive Pensacola, FL 32514 (850)475-6000 gtaylor@,Wayne-Dalton.com Authorized Slgnature Gordon Thomas gthomas9l.@eDl.com Technical Representative Dwayne Kornlsh Address/Phone/Email 14512 Lincoln Way St E Dalton, OH 44616 (330) 828-3227 dkornish4wayne-dalton.com Quality Assurance Representative Address/Phone/Emall Category Exterior Doors Subcategory Roll -Up Exterior Door Aasemblles ComDllance Method Test Report Testing Lab Architectural Testing, Inc Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2019 Validated ey Gordon Thomas, P,E, Validation Checklist - Hardcopy Received Certlflcate of Independence F-Lj42,1_R•2—COI_C0I=.A7I..pdf. FL1421_R2_CQi_H_.ET Letter Indcpcnd,•pc)( F_Ll}7.1,_R2_COI,�Wayne_balC,on Test_Report_Explretlon_Letter.pdf Referenced Standard and Year (of Standard) Standard, ASTM E-330 TAS 201 TAB 202 TAB 203 Year 1997 1994 1994 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer Or Architect . EL1471_R2_Equly WD_PE_E..CLS•td J.-.09_;-slaned.pdf littp://floridabuilding.org/pr/px_app �dtl.aspx?param=wGEVXQwtDquDEJ.ErtOS Cenhwj zhG... 1 /6/2011 b1 / lJb/ 1b11 by: 11 1 124b1 b lly Florida Biaiid ng Code Online UtiKH17tL1JUK5f4Lt5 r-Hur- ua Page 2 of 4 i Product Approval Method Date Submitted Date Validated Date Pending FSC Approval Dale Approved i........_..---...... ............---,---........_......_........_............ ,..... (summary of Products Method 1 Option B (11/03/2009 01/14/2009 02/27/2009 04/07/2009 FL V Model, Number or Name DescrIFIlon 1421,1 DS 350 Round Commercial Roll U Poor Limits of Use Installation Instructions Approved for use in HVHZ: No Fi 1,421_R2 11__ 1.01-0093 p5_3.5.0_InstapatLoD,P.df Approved for use outside HVHZ: Yes Verified By: Gordon Thomas FL 46718 Impact Resistant: No Test Reports Design Pressure- +37/-37 FTID 14z,1_ri_717 ._4:6385=04,pdf Other: Round panel profile, 10 ft w,+/- 37 psf design pressure. Steel and grate filled concrete block mounting. Not for use in FIVHZ, 1421.2 DS 350 Round Commercial Roll U Door Llmles of Use Installation Instructions Approved for use In HVHZ: No FL1421 R2,„II_.LOL-0093. D5 3S0_ipstal,latlon.,tidf Approved for use outside HVHZ: Yes Verified By: Gordon Thomas FL 46718 Impact Resistant: No Test Reports Design Pressure: 42B/-28 LJ42.1_BDT_i�/aT,T, 01,_�6365_QS.,pdf Other: Round panel profile, 12 ft w, +/- 2b psf design pressure. Steel and grote filled concrete block mounting. Not for use In HVHZ. 1421.3 IDS 350 Round Commerical Roll UR Door j Limits of Use Installation Instructions Approved for use in HVHZ: No l_:!.,i2.]_R2_II,.1.01-0093 DS_350 installaaloO..R.df j Approved for use outside MVMZ: Yes Verified By: Gordon Thomas FL 46718 impact Resistant: No Test Reports Design Pressure: t26/-28 Fl x427,_RZ_TR_AT01_46385-06.pdf I Other: Round panel profile, 16 it w, +/- 26 psf design pressure. Steel and grate filled concrete block mouting. Not, for use in HV11Z. 1421.4 DS 350 Square Commercial Roll Up Door I Limits of Use Installation Instructions Approved for use In HVHZ: No FL1�2.�♦ZJ_IT_1Oa�009_ DS =50 IRs�allatlon.pdf I Approved for use outside HVHZ: Yes Verifled By: Gordon Thomas FL 46718 Impact Resistant: No Test Reports Design Pressure: +44/-44 JLPdf I Other: Square panel proflle, 10 ft w, +/- 44 psf design I pressure. Steel and grote filled masonry mount. Not for use In HVHZ. 1421.5=10S 350 Square Commercial Roll Up Door Limits of Use uu Installation Instructions j Approved for use In HVHZ: NO F_L,1421_RZ_iI_101=QU,93_QS 5Q_1,rtstaJlatlon..pdf I Approved for use outside HVHZ: Yes Verified By: Gordon Thomas FL 46719 j impact Resistant: No Test Reports Design Pressure: +40/-40 FI.1.4.Z:1_R2 TRJiTLO.i._4685_Oz 17d_P Other: Square panel profile, 12 It w, +/-40 psf design pressure. steel and grote fill concrete block mounting. Not for use In HVHZ, 1421_6--]IDS 350 Square Commercial Roll Up Door Limits of Use Installation instructlons Approved for use In HVHZ: No EL142A_R2_1Ij01-0093 DS 3S0 Instailation,pdf Approved for use outside HVHZ: Yes Verified By Gordon Thomas FL 46718 I Impact Resistant: No Test Reports Design Pressure: t34/-34 FL142.1_R2 TR_ATI Q1=a63E5=0.3,.pdf Omer: -Square panel profile, ::01t w, +/-34 PSf design pressure. Steel and grote filled concrete block mounting. Not'fpr use In HVHZ_. http://f.lori,dabuilding. org/pr/pr_app_dtl. aspx7param=wGEVXQwtDquDEJErtOSCenhwj 7- iG... 1 /6/2011 Ulf UOf LU11 U J. 11 ( ( Z- iU10 ( 1 7 IAHI\Hl.7GLVVl\JHLLJ I F1\.IL Florida, Building Code Online Page 3 of 4 IV t421.7 OS 75 Round Commercial Roll U Door ___. Limits of Use installation Instructions Approved for use in HVHZ: NO FL1421_R�T,T tptc0114 DS 75 :300 Installatlpri pdf Approved for use outside HVHZ: Yes Verified By: Gordon Thomas FL 46718 Impact Resistant: No Test Reports - Design Pressure: i•34/-34 FL1421_a2`TR_ATI 0,1=46384-01,pdf Other: Round panel profile, 10 ft w, +34/-34 psf design' pressure. Steel jamb and grote filled concrete masonry �rnoijnting. Not for use In HVHZ. I 1421.8 DS 75 Square _ Commercial Roll Up Door Limits of Use Installation Instructions - I Approved for use In HVHZ: No FLi421_R2�I_10t=0):14 �S 75�10D Inslallatlon,pdf Approved for use outside HVHZ: Yes Verified By: Gordon Thomas FL 46118 Impact Resistant: No Test Reports Design Pressure: +30/-34 F_LL421_R2_Ti-HETI_0,I::I. i.Z.pdf Other: 1) DS 75: Round panel profile, 10 rt w, +30/-34 psf design pressure. Steel and grate filled concrete block mounting. HVHZ. 1421.9 Series 800 Service Doar i Commercial Rolling Steel Door ; Limits of Use Installation Instructions Approved for use In HVHZ: No �j-j n� j`R2�I 5ervlce. Door Instal latl0,0_Manual.,Dd( I Approved for use outside HVHZ: Yes Verified By; Gordon Thomas Fl. 4671.8 Impact Resistant: No Test Reports Design Pressure: +44/-44 FL1421_R2_TR,ATI 01-4.6.389-01..Rdf other: 800 Series Service Door: Flat or Insulated slat, 10 ft w, +/-44 psf design pressure. Steel and grate filled I concrete block mounting. l 1.421-0 ISerles 800 Service Door Commercial Rolling Steel Door Limits of Use installation Instructions Approved for use in HVHZ: No F114Z1_R2.jJ Service Doar_Instlllation Manuol,pdf I Approved for use outside HVHZ: Yes Verlfled By: Gordon Thomas FL 46718 Impact Resistant: No Test Reports Design Pressure: +47/-47 FL142 _, R2„TR_ATI 0.1-463QE.-91.pdf Other: 800 Series Service Door: Flat or insulated slat, 1.0 ft w, +/- 47 psf design pressure, Steel and grate filled ! concrete block. HVHZ. 11421.11 Serles 800 Service Door Commercial RoIllno Steel Door Llmlts of Use InstaliatIon Instructions Approved for use In HVHZ: No FL1421_R2_II_Servlce_hoor I.Rsta�latlon Manual.pdf Approved for use outside HVHZ: Yes Verifier[ By: Gordon Thomas FL 4671E Impact Resistant: No Test Reports j Design Pressure: +31/-31 FL1421_a2 7iZ_A7I_OI=46389=02,;pdf I other- 800 Series Service Door: Flat or Insulated slat, 16 ft w, +/-31 psf design pressure: Steel and grate filled concrete block mountln . HVHZ. _ 1421.12 Serles 601) Service Door Commercial Rolling Steel Door Limits of Use xnstallatlon Instructions Approved for use In HVHZ: No FL1421_R2_II_Scrvlce,Door_Instatl.atlon._Manual,pdf Approved for use outside HVHZ: Yes Verified By: Gordon Thomas FL 46718 Impact Resistant: No Test Reports Design Pressure: +37/-37 F_L1421_R2 TR_ATI 01-46389-03.pdf I Other- 800 Series Service Door; Flat or insulated slat, 1.6 ft w, 4-/-37 psf design pressure. Steel and grate filled concrete block mounting. HVHZ. 1421.13 Serles Boo Service Door Commercial Rolling Steel Door Limits of Use Installation xnstructlons Approved for use In HVHZ: No FL1421_R2_II„Service Door Installatlon•.Manual.,pdf I Approver[ for use outside HVHZ: Yes Verified By: Gordon Thomas Fl. 46718 f Impact Resistant: No Test Reports Design Pressure: +47/-47 FLIa_R7 TR_ATI 01=46387_01_pdf Other. 800 Series Service Door: Flat or Insulated slat, 16 ft w, +/- 47 psf design pressure. Steel and grate filled concrete block mounting, HVHZ. 1421.14 Serles 800 Service Door Commercial RollIng Steel Door i Llmlts of Use Installation Instructions Approved for use In HVHZ: No FL1421•„RZ. II._Servlce Door Installation Manuai,pdf Approved for use outside HVHZ: Yes Verified By: Gordon Thomas FL 4671E Impact Resistant: No Test Reports Design Pressure: +371-37 FLi42i_R2_LR�TI OI=4G389=04.pdf ' 80^v SeiirS Service Door: Flat or iil5uiaieuJ alcl 22 ft w, +/- 37 psf design pressure. Steel end grote filled 11 Ili 1 http-.//floridabuildin.g.org/pr/pr� app dtl.aspx?param=wGEVXQwtDquDEJErtOSCenhwj zhG... 1 /6/2011 t011 Ub/ L1311 UJ: 11 l [44010 f 17 UtiR til2CLUURJHLGJ r r uL u � 1•'116rida Building Code Online Page 4 of: 4 �Ironcrete block mounting- HVHZ- _ 11421,15 Series 800 Service Door Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Ycs Design Pressure: +56/-56 other: 800 series Service Door: Flat or Insulated slat, 2,2 ,ft w, +/- 56 pSF design pressure, Steel and grote fllled concrete block mounting, HVHZ. :ommerclal Roliinta Steel Door ,nstaltation Instructions FL1421_R2_IIervlce Door IIL4taUetlon Manuaf,.pdf VerlFled By: Gordon Thomas FL 46718 rest Reports FL1421_R2_T_F_ZATI 183 ,L,5=05-,Rdf Qax.0 � M1imr.� Anpertment of CommunHy AffbIM Flar/da suddfng coda onllna Codes and Standards 4555 gnVmard qak Soulevnrd nllaha=ee, flafde 22299-2100 (850) 467-1824, FRx (850) Ala•6436 (0 2DOO-2010 Yhn Scatc of Florlda. All rlaht.: rr ,arved. P-rlvacy-statement I Q0P.yf.(Qht Statement I Acce55,IDlllty_Rate,rpent I plug In.Spft.wate I Cug.xorn.er 8ervtce_survey, I Le,0.tact Us Product Approval Accepts! http : //floridabui l ding. org/pr./pr._app_dtl. aspx?p aram=wGEVXQwtDquDEJErtO S Cei.ihwj zhG. , . 1 /6/2011 F, 10'PI, COILS1DE EL EVAMON SCALE = NONE UFT HAND qN." "90 'r—BRACYET• I--BRACKM Uri RAND RIGHT HAND STAMPED BRACKET SfAMPEO BRACKET �14.19� BRACKET {)ETAIL MOVKnRG eRACKCT, SEE DETAIL raA SIDE TOM FAY P V S Z w _ o a IL b SIME BOLTS, 1 VOTH JAMBS, i ROM EIIGA W D .} Oumim TEU I R.22 (12 PLCS) 125 (TYP) J, 1 m M m IZ4Il {6 Ptl:s) Y INiiLCSlcs all ALTERNATING BEADS I .623 (TYP) PANEL DETAIL SCALC = 1 .t 3/15 STRUCTURAL RL1110 FINTIS. (2 PER Y ULOCK) GUIDE DETAIL SCALE = FULL Q35—Q015 • ALUN EYMMIDN TOT 5: FASTENERS VARY, 6 LUCA11ONS — +� 1. UNIFORM STAIC A1R PRESSURE TTST MtFORMEA F'i:R ASIM t 330 2 x I x .112 ANGLE �,( Allwq 3. TESItOisa •f£ST CHrTEpurTLWA PEB f4G,sim E . IV 3. TiSxEQ ETY AACHITECTLHIAL T1aTiNG, INC. !. CMAN ES .BID HTH STEEL PER ASIM A 653, CRAG TCAMT �L fts Ett*. 5, SEE 035-001V :OR COMPONENT I?L7AiLS 50TTOW BAST SEAL tatie+c ExpSr311eT .Or/ - TE51 AEDOA! DMe -�-Q3 iedt Twz WE oEwus BOTTOM BAR DETAIL SCALE = t:2 -DEIRTTES UNTESTED COW16URAT1d7NS APPROWD BY CCi FAMT1VE ANALYSIS •A&1 NVstilA 'A�.iit P1a.) �+ WINDLM TEST, 05--3% 10' x 9'. 1 iWWW PROFTI:E PANEL. 1a, MCI 137 PSF dET.r}GN (tS5 PSF TEST) WAMAt AS s"hw Ba Ms"MINU land 111PORtd STATIC AIR PRESSURE T4?NISILE AI w dIE -m BY Open Br TmBwfm PALM 1LuJ6 cTjmmt Arms=) Vm IS/2m LnR1p A i .nsa � f LAU" .YL I ASp i - IMEA TM -0EomL MUM t➢ILSY J70f2L NO 0 � 6 ,Sfi' Td91 1X6i4.tlt i .50' uv i -1 AS SHOW ^x+, ti gw4ws A- alb itv� � !t YaiC IGrQfI r Svs 92 C �RJ7Ct6 bim nv pm li fII�tO `tilt s4rlY '�»/e,.gam T m_ uQR .�4i. �ii� lid oh Irv( 035—DO1..1 C fQRt1a arto6EO. a I- 1 f r c c tITTC1 DRIVE CHAIN HOIST OPpRAM11 51EEL JAM A5/16-12 Y i SELFORILL114+ SCREW REDllCED DRIVE DRAIN HOIST OPEiAIMW _ VASONRY JAMB ji Mul FP -LED K&CK, 30acm w" GROW ' 03/8 x 3 IMIGPFK WMGE ANCHaR MWOR GP£RATEON' l e mAst}NPY JAMS 02' CONCREJE. 30DMM lm 03/5 x S KII{GPEN WUGE AFy'HOR NANUAi. OPERATIO)P OPERATION DETAIL SCALE = KONE 168 MIN sit. L1.315i.0ZO PER eISTY h 6531` R.19 1 v N O0 DM AIFH $TL PER m a m ASIJd A 663 2.75 _ G-GUIDE DETAIL WALL ANGLE DETAIL SCA? E = I t2 SCALE = I 17m, SS 055-0016 0 N " t � Tao M WINOLOCK DETAIL JAWS DETAIL SME z fUlL SCATS = NONE WrAR341RIP..12 WIP 0s/I6-1$ X S e THIfS G-skir (D 1272} WEARs7R1P, .14 GRIP kmr (0- 1 :72) Z05/16 FLAT WASHER 'HALL AtEtxK 05/i6-IS FLANGE N191 I_ UHIFOW STA71C AIR PRESSURE IM VERFOa•W I) PER ASl&I E 330 2_ TfN51LC IM PEpS(iRMO PER ASIV E 8 GUIDE ASSEMBLY DETAIL 3. KSIED 5Y ARCMECIURA1, MnWh RFC. SCALE = 1:2 4- SCC 035-0011 -av14, -9013 MR 7#ST DETAILS . TEST DAB TL57 7ti ff-DULTS ? kdaTes" �q p� vdlhN,�oe4sd�► pigirinaitenueC Rtmrli 2'{f6 Q ItS. D _ •DENOTES LIPTEMED aDNFTSURAROI s AFiPROVED BY COMPA VPT ARAL( IS 1JIHFORV SIATIC AIR PRESSINIE . TEtU�"LE - rxra Ica T!3U YdI1IUEDAD TEST. 05-3 0 ROUND PROFRE PANE' CCMdPfINEf1T DETAILS mnF v wttxm ay +�_ sr rt DAM to/fS/2nw vnr - �HSh ik1: oTPCIWi aEiiASL USA ti .Sow fm AS SAO" TrEuitm (thmm apaseea 5►st tEn7 Faua x i mIa vw_w X" i AIG ,1HMRAA 3 .Cd' DUgX2Qft EI YHAIES ) tiwsa. 4b rs.. ctr t at*Txwa Wffita AS: $mm e—rsN aat ®; 8 {?35-0016 } . a lorida Building Code Online Page 1 of 3 '" «. " as.S'M7 ,.{ °' r-'i. P 9k`6; ^3L^.r .-.. ��.'- - F2..' .:.F . < ek:- .. _ �s rt +sr�?.� • A- a ~ BCIS Home Log In User Registration Hot Topics :Submit Surcharge Stats &Facts Publications FBC Staff BCIS Site Map I Links i Search . .n _.._...... - --- ---- - — Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL1672-Rl Application Type Revision Code Version 2004 Application Status Denied Comments Archived L. i Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 (850) 475-6000 ., gtaylo,r@Wayne-Dalton.com Authorized Signature Gordon Thomas gthomas9l@aol.com Technical Representative Dave Monsour Address/Phone/Email 14512 Lincoln Way St. E Dalton, OH 44618 dmonsour@wayne-dalton.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Roll -Up Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received i Florida Engineer or Architect Name who developed Gordon Thomas the Evaluation Report Florida License PE- 46718 Quality As Entity PFS Corporation Quality Assurance Contract Expiration Date Validated ,By Walter T. Holz, Jr. '.I Validation Checklist - Hardcopy Received Certificate of Independence i Referenced Standard and Year (of Standard) Standard Year ASTM E-330 1997 TAS 201 2001 http://www.floridabuilding.org/pr/pr_app_dtl.... http://www.floridabuilding.org/pr/pr_app_dtl.... 1/19/2011 Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Sections from the Code FBC 1609 FBC 1714.5.3 Product Approval Method Method 1 Option D Date Submitted 09/15/2005 Date Validated Date Pending FBC Approval 10/07/2005 Date Denied 1672.1 1800 Series Rolling Steel Door Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: 22, 20 &amp; 18 ga steel slats with or w/o insulation. 10 ft wide- +/-47 psf, 16 ft wide-+/- 37 psf, 22 ft wide- +/- 37 psf. Interior or exterior mounted. Chain or motor operated. Square or round bracket plates. Mounted to grote tilled block or poured concrete. Maximum ht - 24 1672.2 ' IDS-350 Commercial Roll Up Door Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: 10 ft wide- +/- 44psf, 12 ft wide- +/-40 psf, 16 ft wide- +/- 34 psf. Motor or chain operated and manual push up. Mounted to grote filled block or poured concrete. Stamped'or T-shaped bearing plate. Sheet curtain with or Installation Instructions Verified By: Created by Independent Third Party: Evaluation Reports PTID 1672 R1 T 101-0093.1)df PTID 1672 R1 T 101-0114.1)df PTID 1672 R1 T ATI01-46384-Ol.pdf PTID 1672 R1 T ATI 01-46385-01.pdf PTID 1672 R1 T ATI01-46385-02.pdf PTID 1672 R1 T ATI01-46385-03.pdf PTID 1672 R1 T ATI01-46385-04.pdf PTID 1672 R1 T ATI 01-46385-05.pdf PTID 1672 R1 T ATI01-46385-06.pdf PTID 1672 R1 T ATI01-46387-Ol.pdf PTID 1672 R1 T ATI01-46388-01.pdf PTID 1672 R1 T ATI01-46389-01.odf PTID 1672 R1 T ATI01-46389-02.pdf PTID 1672 R1 T ATI01-46389-03.pdf PTID 1672 R1 T ATI01-46389-04.pdf PTID 1672 R1 T ATI 18315-05.pdf- PTID 1672 R1 T EvaluationReportWD-2003-01.1)df PTID 1672 R1 T Evaluation Report WD-2004-01.ndf PTID 1672 R1 T Evaluation Report WD-2004-02.pdf PTID 1672 R1 T Evaluation Report WD-2004-03.pdf PTID 1672 Rl T Evaluation Report WD-2004-04.pdf PTID 1672 Rl T Evaluation Report WD-2004-05.pdf PTID 1672 Rl T Evaluation Report WD-2004-06.pdf PTID 1672 Rl T Evaluation Report WD-2004-07.1)df PTID 1672 Rl T Evaluation Report WD-2004-08.pdf PTID 1672 R1 T Evaluation Report WD-2004-09.pdf PTID 1672 Rl T Evaluation Report WD-2004-10.pdf PTID 1672 Rl T Evaluation Report WD-2004-11.pdf PTID 1672 Rl T Evaluation Report WD-2004-12.pdf PTID 1672 Rl T HETI-01-1117.1)df PTID 1672 R1 T Service Door Installation Manual.pdf j Created by Independent Third Party: Installation Instructions Verified By: Created by Independent Third Party: -valuation Reports Created by Independent Third Party: http://www.floridabuilding.org/pr/pr_app_dti.... http://www.floridabuilding.org/pr/pr_app_dtl.... 1/19/2011 Page 3 of 3 'lorida Building Code Online Iw/o insulation. Curtain or bottom bar lock. Max ht - 16 ft. Not for use in HVHZ. 1672.3 DS-75/100 Commerical Roll Up Door Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Created by Independent Third Party: Impact Resistant: Evaluation Reports Design Pressure: +/- Created by Independent Third Party: Other: 10 ft wide max, 10 ft high max. +/- 34 psf. Sheet panel with or w/o insulation. Bottom bar or curtain lock. Mounted to grote filled block or poured concrete. Stamped plate with or w/o with bearing &amp; Tension Pro. Ibracket Not for use in HVHZ. Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 i © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: 00 ECIiEcY E SBCUTltYD[L•7RIC5' - YerRSl9n � s Teusred + VERIFY http://www.floridabuilding.org/pr/pr_app_dtl.... http://www.floridabuilding.org/pr/pr_app_dtl.... 1/19/2011 p !06-.J5U I:UN11V1hK1;1A.L KUL 'WINDL1 • T1VCT A T .T . A T-t"N TNCT121 TVrF IMPORTANT NOTICE!! ,Read the enclosed instructions carefully before attempting to install this door. Pay close attention to all warnings and important safety notices. This manual MUST be attached to the wall in close proximity of the door. IMPORTANT SAFETY NOTICES Read the enclosed instructions carefully before attempting installation. If there are any questions about any of the procedures, do not perform the work. Instead, have a qualified door agency do the installation or repairs. 1. Operate the door ONLY when it is properly adjusted and free of all obstructions. 2. The door is constantly under EXTREME SPRING TENSION. Repairs, adjustments, installation and removal, ESPECIALLY of SPRINGS AND RELATED PARTS, are dangerous so that such work should be performed ONLY by qualified door service people. 3. DO NOT PERMIT children to play with the door. Children could get caught between the door and the floor causing severe injury or death. 4. Avoid standing in the open doorway or walking through the doorway while the door is moving. One could get caught between the door and the floor causing severe injury or death. 5. Should the door become hard to operate or completely inoperative, it is recommended that a qualified door agency correct the problem to prevent possible injuries or door damage. 6. Avoid installing the door on windy days. The door could fall causing door damage or injury. 7. To prevent injuries due to loose components, at least monthly check all bolted connections to make sure they are secure. 8. To prevent injuries, never place hands or fingers between the curtain and the guides while the door is being operated. 9. This manual is not intended to provide "take -down" instructions for existing doors. Consult your local door agency if this is required, before new doors are to be installed. 10. Thoroughly familiarize yourself with the construction codes in your region before initiating work. 11. Wear the proper protective safety gear at all times when installing, adjusting, and/or repairing doors. 12. Consider using a 2-person (or larger) crew for installing, adjusting and/or repairing larger doors. 13. To prevent injury or death due to falling, use scaffolding or mechanical lifts, rather than ladders, when installing, adjusting, and/or repairing larger doors. 14. Definitions of key words used in this manual are as follows: This is the safety alert symbol. It is used to alert you to potential personal injury hazards. Obey all safety messages that follow this symbol to avoid possible injury or death. AWARNING WARNING indicates a potential hazardous situation which, if not avoided, could result in death or serious injury. A CAUTION indicates a potentially hazardous situation which, if CAUTION not avoided, may result in minor or moderate injury. CAUTION used without the safety alert symbol indicates a CAUTIONpotentially hazardous situation which, if not avoided, may result in property damage. IMPORTANT! indicates a required step for safe and proper IMPORTANT! door operation. NOTE; NOTE: indicates information assuring proper installation of the door. HINT:INT: HINT: indicates a suggested step to simplify installation based on experience. 2 INTRODUCTION This manual's main function is to assist the installer in correctly mounting doors with due regard for safety, operation, and sound construction practices. Reference must be made to construction codes in your area. All Wayne -Dalton DS-350 Windload Rated Commercial Roll -Up Doors follow the general instructions contained herein. Additional installation information for the specific door shipped is found with the packing slip and on supplementary drawings. There are also bolt and small sealed parts bags with accessory lists, describing proper application. PREPARATION Read the installation instructions thoroughly to become familiar with the names of the various components and their relation to each other. It is necessary for the installer to determine the following: ■ Method of operation (push-up, hand chain, or motor operated). ■ Type of jamb (masonry or steel) on which the door mounting angles mount and the fasteners required. ■ The dimensions for the opening width, opening height, headroom, and side room. MATERIAL Inspect your door for possible damage or shortage of parts. Report any shortages to your door supplier immediately, or transit related damage claims to your freight carrier. CLEARANCES - Check the door opening dimensions and available clearances versus the dimensions listed on the packing slip. Be sure that the dimensions are correct for the opening you are working on, taking special note of the opening width and height. Be sure that the required clearances listed on the Dimension Tables in this manual are available prior to installation. TOOLS The tools recommended for proper installation of each door will vary, but commonly used tools are: ■ Electric drill with 3/8" or 1/2" chuck with nut driver bits ■ Masonry drill or impact hammer and bits. ■ Chain hoist and sling for raising barrel and curtain assembly. ■ Scaffolding, Mechanical Lift, and/or Ladders (ladders not recommended for larger doors). ■ Hammer. ■ Channel Lock Pliers ■ Center punch. ■ Screwdrivers. ■ Drills. ■ Wrenches, vise grips, C-clamps, torque wrench, and a large pipe wrench. ■ Plumb line, tape measure, chalk line, and a water level. STEP 1 UNPACKING DOORS Doors shipped by common carrier arrive at the job site packed in cardboard. Before removing the door from the packaging, inspect the door and packaging for visible signs of damage. If damage is noted, file a freight claim with the freight company immediately. Remove the door from the packaging. Ni PO RTANT ! Do not cut tape that holds door in a roll. You will be told in step #7 when to cut tape. No guarantee will be given by Wayne -Dalton Corp. if the door is not erected as instructed. For best operation, follow the instructions step by step. Please review all instructions thoroughly before starting installation. STEP 2 CHECK THE DOOR OPENING Verify the opening measurements with the door packing slip. Consult the factory if the actual opening width varies from that shown on the packing slip by more than 2 inches. Check door jambs, header, and floor for plumb/level condition. Check that there is sufficient clearance at jambs and head (see Dimension Tables below). CEILING F F AXLE POSITION OF DOOR ASSEMBLY ' o m F. ' DOOR SUPPORT BRACKET— * PLEASE REFER �- DOOR HEADER TO DIMENSION A* z_ = OPENING WIDTH 6" TABLE z OPERATOR NON -OPERATOR ww SECTION o = SIDE ELEVATION SIDE NOTE: Left hand operated door shown above.. Right hand is opposite. OPERATION A PUSH-UP 6" DIRECT DRIVE CHAIN/MOTOR T" REDUCED DRIVE CHAIN 8" . OPENING HEIGHT B C UP TO 8' HIGH 20" 10" FROM 8' TO 10' HIGH 22" 11" OVER 10' HIGH 24" 12" DIMENSION TABLES - MINIMUM OVERHEAD CLEARANCE (B) INDICATED . 4 STEP 3 INSTALLING MOUNTING ANGLES AND GUIDES Obtain the appropriate Bolt Line (BL) measurement from the chart below. Use Opening Width listed on packing .slip. Any variation between the actual opening width and the width listed on the packing slip is to be ignored. OPENING WIDTH BL (STEEL) BL (MASONRY) ANGLE FACE TO ANGLE FACE UP TO 10' WIDE 1-9/16" 4-15/16" OPENING WIDTH + 6-11/16" OVER 10' WIDE 1-7/16" 4-7/8" OPENING WIDTH + 6-7/16" Use BL measurement to locate wall mounting angle for one IMPORTANT! jamb only. Second angle will be located using Angle Face to Angle Face measurement. Using the BL measurement, loosely clamp the right hand wall angle to the right hand jamb. Position the wall angle such that the BL measurement falls near the center of the slots.; Adjust the wall angle so that it is level and tighten the clamp. Install wall angle fasteners in the centers of the top and bottom slots only and tighten. OPENING WIDTH FACE TO ANGLE Select the appropriate Angle Face t0 OPENING WIDTH < . Angle Face equation from the chart Masonry Mount Masonry Mount . above. Add the opening width listed on = L the packing slip to obtain the Angle Face to Angle Face measurement. Use this measurement to locate the left hand ANGLE FACE TO ANGLE FACE wall angle on the left hand jamb and clamp in place. Install the top and bottom bolts in the wall angle. Verify that both wall angles are level and double check the angle to angle measurement at the top, middle, and bottom to ensure that the wall angles are properly located. Using a string and a level, ensure that the mounting angles are parallel to each other, shimming if necessary, to achieve both vertical and horizontal leveling. Now install the remaining bolts in both wall angles. Angle Face to Angle Face measurement IMPORTANT! must be held to ensure proper door operation and resistance to windload. Use of any other fasteners than those M PO RTANT � provided must be approved by manufacturer or buildingauthority and cannot be of lesser diameter or grade. Align the guide slots with the slots in the wall angles and fasten guides with the interior windlock return towards the door jamb using the 5/16-18 x 5/8" truss head bolts, washers, and flange nuts. Slide guides to set the H dimension as shown above at 1-3/4" prior to tightening the guide fasteners. W W1 Trim the top of each wear strip at a 45' angle as shown and clip onto the appropriate leg of each guide. Be sure that trimmed edges of the wear strips end just below the flare of the guides. Install the bottom bar stops with the same 5/16-18 x 5/8" truss head bolts and flange, nuts used to assemble the guides (no washer). Leave the fasteners loose to allow the bottom bar stops to pivot out of the way of the bottom bar angle when the curtain will be pulled into the guides. You will be instructed to tighten the bottom bar estop fasteners in step #7. STEP 4 INSTALL BRACKETS AND DRIVE COMPONENTS From the Dimension Tables on page 4, mark the width location of each bracket by using dimension A for the operator side and 6" for the non -operator side. If the actual opening width varies from the packing slip width, adjust these dimensions by adding or subtracting 1/2 of the difference to each dimension. Subtract if the opening is larger and add if smaller. Mark the height location of the brackets by using dimension C. Verify the ceiling clearance minimum from dimension B. Use a string and a level to verify that the brackets are level with each other. Adjust bracket height as needed to level. Drill anchor holes and fasten the brackets with the anchors provided. Brackets must be level to each other with respect to height. IMPORTANT! Failure to level bracket heights will prevent door from operating properly. If the door is to be chain hoist or motor operated, install the components shown below to the operator side of the curtain at this time using the fasteners provided. Do not tighten set screws at this time, you will be instructed to tighten these in step #9. Keep loose clothing, fingers, hands and arms away from all AWARNING moving mechanisms, or serious injury or death could result. 3/8-16 x 1.25" BOLT 3/8-16 HEX NUT--,,,, 3/8-16 x 1" BOLT DOOR ASSY 3/8" FLAT WASHER -- > DOOR ASSY WINDLOCKS WINDLOCKST i® WINDLOCKS SET JEW '® DOOR POCKET WHEEL ASSY SPROCKET CHAIN GUARD SPACER 3/8" FLAT WASHER 3/8" FLAT WASHER /SPROCKET - 3 8-16 HEX NUT 3/8-16 HEX NUT 3/8-16 x 4.5" BOLTRD CHAIN HOIST DIRECT DRIVE MOTOR OPERATOR REDUCED DRIVE CHAIN HOIST DRIVE SPROCKET CHAIN HOIST STEP 5 LIFTING THE DOOR ASSEMBLY ®I N Door assembly is extremely heavy. Do not allow door WARNU assembly to fall from lifting mechanism, or serious injury or death could result. Lift door assembly up to door support brackets. Care should be taken to avoid any damage to the curtain. Make sure that the door assembly is centered between the guides and that clearance between the windlocks and the guides is the same on both sides. Adjust door assembly location as needed. Place the axle saddle castings under the axle on each a 6 side and position the door as close as possible to the door header. Be sure that the door is able to revolve without scraping against door header or guides. Rotate door assembly so that bottom bar angle is at bottom of curtain roll. �± To avoid serious injury or death, never walk, stand, or work ®WARNING below door assembly before it is secured to support brackets. STEP 6 SECURE AXLE SADDLE CASTINGS Making sure that the bottom bar angle is at the bottom of the curtain roll; place the axle saddle castings around the axle on each side, with the flat keeper plate on top. Install the 3/8-24 x 3-1/2" bolts, flat and lock washers, and 3/8-24 nuts as shown. Be certain to tighten both nuts to a torque of 40 foot-pounds. Spring tension will be lost if both axle saddles are not tightly secured. AXLE IA 11 I r TO /8-24 NUT DICK WASHER :EEPER PLATE AXLE SADDLE FLAT WASHER /8-24x3.5" BOLT ®WARNING Axle saddles hold extreme spring tension. Loose axle saddles could result in loss of spring tension, causing door to fall, possibly producing serious injury or death. / STEP 7 PRE -TENSION THE DOOR SPRINGS Starting with the bottom bar angle at the bottom of the curtain roll, apply two complete turns of pretension to the springs by rotating the curtain roll in the direction shown. The amount of tension required may vary slightly. Final adjustment, if necessary, will be made in Step #10. Spring tension can cause curtain roll to rotate rapidly. AWARNINGSecurely hold curtain roll from rotating while applying pretension or serious injury or death could result. AWARNING Securely hold door curtain until bottom bar stop fasteners have been tightened. If not securely held, door may raise or drop, possibly causing injury or death. / Do not apply pretension to larger ®WARNING doors using ladders. Ladders may fall causing serious injury or death. Cut the tape that holds the door in a roll and gently pull the curtain down into the guides on both sides until the bottom bar is below the bottom bar stops. Do not pry on the bottom bar stops to get bottom bar past, loosen fasteners until bottom bar angle easily clears stops. If the door has a tendency to close, secure in position using clamps. If the door has a tendency to rise, secure in position using a wood prop as shown. While the door is secured from moving, tighten the bottom bar stop fasteners on both guide assemblies. ' tighten bottom bar stop fasteners with impact gun HINT: to prevent bolts from spinning. CHAIN RETAINER CLIP INSTALL PER STEP #13 STEP 8 INSTALL SLIDE BOLT LOCKS Install slide bolt locks, if provided, - as shown. Install the lift handle to bottom bar angle at this time. 1/4-20 x 1.00 ROUND HEAD MACHINE SCREW (2 REQ'D) BAR ASSEMBLY 5/16-18 JAM NUT SPACER (2 REQ'D) LIFT CLIP 5/16" FLAT WASHER (2 REQ'D) n 1/4-20 HEX NYLON LOCK NUT (2 REQ'D) STEP 9 LUBRICATE AND ADJUST THE GUIDES Lubricate the insides of the guides and wearstrips with weather resistant lubricating spray. Be sure to spray lubricant over the flares at the tops of the guides. Move the door up and down to check for proper operation. Adjust the guides and mounting angles if necessary to allow for proper clearance and operation. If door is difficult to move up and/or down due to spring imbalance, HINT: continue on to step #10 and return to step #9 once springs are properly adjusted. STEP 1O CHECK AND ADJUST SPRING BALANCE S RA0®0YAe rr i It is strongly recommended that two or more installers perform etl this next step. AWARNING Never remove bottom bar stops when adjusting tension, otherwise, door can spin uncontrollably resulting in serious injury or death. If the door lowers easily and raises hard, more spring tension is required. If the door lowers hard and raises easily, less spring tension is required. Before adjusting the spring tension, be sure that the door is in the full up position. Secure the door in the full up position to prevent the door from falling if the adjustment wrench slips. Use one of these methods: • Tie a rope around the door roll and bottom bar angle. • Place a clamp on guides holding the door securely at the stops. A� �� �' ^ Always stand to one side � of wrench when adjusting tension. � , �„� � � Neve ciu�' past tcens1on— r"i-rr n e 6 - n-fr W. of.1&.ov—e y d7 TWI-s- will help avoid serious injury if you lose control of wrench. v 8 Place a large pipe wrench in position on the door axle as shown and slightly - loosen both axle saddle castings. Pull down on the wrench for more spring tension and let up on the wrench for less spring tension. As saddle castings are AWARNloosened, hold wrench securely. Springs are very strong and can cause serious injury if not controlled properly. Tighten both axle saddle castings per Step #6 while holding the pipe wrench firmly to maintain desired adjustment. Let off the pipe wrench tension only after the nuts on both axle saddle castings are tightened back to 40 foot-pounds. TENSION ADJUSTMENT LESS TENSION MORE TENSION When removing pipe wrench from axle, slowly reduce applied AWARNING tension until wrench is free from axle. This will help avoid serious injury in event that saddle castings have not been tightened sufficiently. Test the door as in Step #9 above. Repeat the above procedure if further adjustments are required. Once all adjustments have been made and the door is operating properly, recheck all fasteners and bolted connections to ensure that they are in place and properly tightened. Tighten all set screws in the components installed in step #4. STEP 11 INSTALLATION OF TOP DRAFT STOP Close the door and secure it in the down position. Use a pencil to mark the door panel corrugation that is parallel with the bottom of the header/lintel from the outside of the opening. If this corrugation protrudes below the header, mark the one just above. Open the door until the marked corrugation is accessible. Stretch the top draft stop across the door and attach it to the curtain on the marked corrugation with the #8 x 1/z" self -drilling screws provided, locating the screws every 12" on center. Trim the Top Draft Stop to clear the guides if required. When the door is closed, the draft -stop should seal on the header. NOTE: Top Draft Stop may not seal on header. if not installed on a corrugation as shown. 9 REDUCED DRIVE CHAIN HOIST INSTALLATION INSTRUCTIONS (if applicable) DRUM WHEEL SIP . STEP 12 ALIGN THE SPROCKETS AS HOIST LOCKING Feed the hand chain through the pocket wheel assembly (installed in step #4), BOLT around the cast iron hand chain wheel, and connect the two end links. Align the chain hoist so that the 41B9 sprocket on the pocket wheel assembly is in line with the 41A40 sprocket bolted to the barrel. Next, tighten the hoist- SH, locking bolts to lock the pocket wheel assembly to the shaft to prevent it from shifting or rocking. Hoist locking bolts must be tight to ensure hoist cannot shift AWARNING and permit roller chain to come off, thereby allowing door to drop possibly causing severe injury or death. Next, connect the #41 roller chain between the pocket wheel assembly sprocket and the barrel sprocket. Now run the door up and down several times to ensure that the roller chain does not come off. If it does, go back and check the alignment of the sprockets. Keep loose clothing, fingers, hands, and arms away from all AWARNINGmoving mechanisms and places where chain meets either sprocket, or serious injury or death could result. . STEP 13 INSTALL THE CHAIN KEEPER Now install the hand chain keeper to the wall approximately four feet above the finished floor with the hardware provided. Refer to the figure in step #7 of this manual for an additional view. DRIVE CHAIN HAND CHAIN DRIVE SPROCKET POCKET WHEEL ASSEMBLY 10 4 e 31 000 0Iko Masonry Fasteners Steel Fasteners Mounting Angle to Wall Mounting Angle to Wall Item Description Item Description 1 Top Sheets - Give Length 18 1/4-20 x.1" Slotted Screw, Washer & Nylon Nut 2 Intermediate Sheets - Give Length 19 Mounting Angle, Give Mounting Condition, Give Length 3 Bottom Sheet Assembly - Give Length 20 Direct Drive Chain Wheel 4 Guide, Left Hand or Right Hand (Right Hand Shown) 21 Chain Retainer Clip 5 Axle - Give Length 22 Direct Drive Chain Guide 6 Drum Assembly 23 1/2" Collar (Not Shown) 7 Spring - Right - Give Length & Wire Diameter 24 5/16" Polypropylene Rope 8 Spring - Left - Give Length & Wire Diameter 25 Electric Operator Sprocket 9 Spring Clip 26 Electric Operator Mounting Bracket 10 Left Mounting Bracket — Based on Door Size - Give Type 27 Electric Operator 3/8" x 3" Bolt & Tube 11 Right Mounting Bracket — Based on Door Size — Give Type 28 Drum Bearing 12 Axle Saddle 29 Bottom Bar Stop, 5/16-18 x 5/8" THMS & Flange Nuts 13 Keeper Plate 30 Lift Handle (center mounted) 14 3/8-24 x 31/2" Axle Bolt + Washer, Lock Washer, & 3/8" Nut 31 3/8" x 5" Wedge Anchor 15 Lift Clip - Edge Mounted 32 5/16-12 x 1" Self -Drilling Screw and Washer Spacer Nut 33 16 Guide Fasteners, 5/16-18 x 5/8" THMS, Washers & Nuts 17 Slide Bolt Lock v r. ° Roll -Up Sheet Door LIMITED WARRANTY Wayne -Dalton Corp P.O. Box 67- Mt. Hope, Ohio 44660 The Manufacturer warrants the ROLL -UP SHEET DOOR and hardware fittings for a period of ONE YEAR from the time of delivery against any defects in workmanship or material. Manufacturer shall, upon notification, correct such nonconformity at its option, by repairing or replacing any defective part or parts. NO EMPLOYEE, DISTRIBUTOR, OR REPRESENTATIVE IS AUTHORIZED TO CHANGE THE FOREGOING WARRANTIES IN ANY WAY OR GRANT ANY OTHER WARRANTY ON BEHALF OF MANUFACTURER. The Manufacturer shall not be responsible for any damage resulting to or caused by its products by reason of installation, improper storage, unauthorized service, alteration of products, neglect or abuse, or attempt to use the products for other than the customary usage or for their intended purposes. The ROLL -UP SHEET DOOR warranty becomes null and void if other than Manufacturer's specified holes are drilled. The above warrany does not cover wear or any damage beyond Manufacturer's control or replacement labor. THIS WARRANTY COVERS A COMMERCIAL PRODUCT, THE FOREGOING WARRANTIES ARE IN LIEU OF ALL OTHER WARRANTIES AND NO REPRESENTATIONS, GUARANTEES, OR WARRANTIES, EXPRESSED OR IMPLIED, (INCLUDING, BUT NOT LIMITED TO, THE WARRANTY OF MERCHANTABILITY OR FITNESS FOR PARTICULAR PURPOSE), ARE MADE BY MANUFACTURER IN CONNECTION WITH MANUFACTURE OR SALE OF ITS PRODUCTS. Claims for defects in material and workmanship covered by this warranty shall be made in writing to the dealer from whom the product was purchased within the warranty period. Manufacturer may either send a service representative or have the product returned to the Manufacturer at Buyer's expense for inspection. If judged by Manufacturer to be defective in material or workmanship, the product will be replaced or repaired at the option of Manufacturer, free from all charges except authorized transportation and replacement labor. THE REMEDIES OF BUYER SET FORTH HEREIN ARE EXCLUSIVE AND ARE IN LIEU OF ALL OTHER REMEDIES. THE LIABILITY OF MANUFACTURER, WHETHER IN CONTRACT, TORT, UNDER ANY WARRANTY, OR OTHERWISE, SHALL NOT EXTEND BEYOND ITS OBLIGATION TO REPAIR OR REPLACE, AT ITS OPTION, ANY PRODUCT OR PART FOUND BY MANUFACTURER TO BE DEFECTIVE IN MATERIAL OR WORKMANSHIP. MANUFACTURER SHALL NOT BE LIABLE FOR COST OF REMOVAL OR INSTALLATION OR SHALL NOT BE RESPONSIBLE FOR ANY DIRECT, INDIRECT, SPECIAL, OR CONSEQUENTIAL DAMAGES OF ANY NATURE. This warranty gives you specific legal rights which may vary from state to state. However, some states do not allow limitations on how long an implied warranty lasts or the exclusion or limitation of incidental or consequential damages, so the above limitations or exclusions may not apply to you. Wayne -Dalton Corporation Door & Systems Division 2589 County Road 168 Dundee, OH 44624 1-800-795-5095 ° 12 05/29/2010 . 22:1y I t24bUlbbU LIAVION11--5uty rFAknr_ rill uj Jan 06 .2,011 4.-:i4PM JDR EXTERIORG9 INC 77E.871.5377 E lorida Buildi Code Onliue ym Page 1 of 4 A q CDC BQS Npmn �, Lop In I Uxr RepletraL'tort I Nat Topics I Sugmlt Sun;horpe I Stars & Fncrs I Pu411nt1onr. I PpC Sthfr I 6C45 Sites Map Link!: Search ! Product Approval USER: Public User rid„�� nnprnval Mane > pindl� n g rntlon Soorch Q UjOVttoh -Ln > Application peW11 Product Manufactur..er Address/Phone/Emall Authorized signature Technical Representative Address/Phoine/Emall Quality Assurance Representative Address/Phone/Em2111 Category' Subcategory 1. Compliance Method Florida Engineer or Archltect Name who developed the Evaluation Report Florida Ocense guailty Assurance Entity � duaiity Assurance contract Expiration Date Validated By i Certincat@ of Independence FL1132i New 2007 Approved 0 Builders Hardware Inc. 561S E. Powhatan Ave Tampa, FL 33610 (800) 966-7753 1 ngodwlnObhltampa. Com Vivian Wright rickwOrwbldgconsultants,com Exterior Doors Swinging Exterior poor As'seiriblles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i., Evaluation Report - Hardcopy Received Lyndon F. Schrrnlcit, P.E. z tit 4 PE-43409 National Accreditation and Management Institute !! 12f 31/7.011 Ryan ]. King, P.E. 1;21 validation Checklist - Hardcopy Received FLI CE . C1 TNpEPENDEN!" pddf Referenced Standard and Year (of Standard) year 1011I.S.2/NAFS 2002 ASTM 61666/E1996 2002 ASTM E330 2002 li,ttri://www.floridabuildin.org/pr/pr. app_ dtl.aspx?pararla=tivGEVXQwtDgvlJ,5K15SW1dxls4dmP,t2tOTjr... 10/7/201 Ub12'J/2b1b 22:ly !!'24bUinnU iJ0:Ab`1LW1L5UIV Jan 06 2011 4114PM' JSR EXTERIORG, INC 772.071.6377 gorida Building Codc Online r-Hul. uci uj P. E Page 2 of 4 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date validated Date Pending F13C Approval Date Approved TAS 201, 2.02, 203 Method I Option D 09/10/20(38 10/23/z006 10/31/2008 12/1012008 Summary of Produots� FL 9 me dellNumber or Nalne 11321.1 a. Fiberglass Door LimitS of Use Approved for use in HVH7, No Approved for Use outside HVHZ: Yes xmpar,t Resistant: Yes Design Pressurec N/A other: See INST 11371.1 for any additional use limitations, installation instructions and product particulars. 11321.2 b. Fiberglass Door 1994 mrp ion to a 3'0 x 5'8 Opaque "Impact" Flberglass Single Do ^onfiauratlon) Inswing/Outswinq :nstallatlon instructions F,1,11ao1 IX INST 1l.321.1.I?dF Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third party: Yes evaluation Reports rl 1 yazl RD AE Ey0.L I I32d,.�t111f Greeted by Independent Third Party: Yes to a 3'0 x 51a Opaque "Impact" Flberglass Single a Sidellte (OX or XO configuration) - — Installation Instructions .imit� oR Use FLj•1.��� k0 xl INS�..),j•:I7.1,2.gdf, Approved for use In HIIHZ: No verified By: Lyndon F. Schmidt, P.E. 43409 Approved 1br use outside HVHZ: Yes Created by Independent Third Party: Yes Impact Resistant: Yes Evaluation Reports Design pressure: N/A L 2 RO A<= EVAI_ 11321.2�ndf Other: See INST 11321.2 for any additional use Crae�Independent Third Party: Yes lmitatlons. Installation Instructions and product y 11321.3 �c• Flberglass Door Limits of Usm Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Desisin Pre99u4re: N/A other: see INST 11321.3 for any additional use Illmltations, Installation Instructlons and product 11322.4 Ild. Fiberglass Door .imits of Use Approved for use in HVHZ: No Approved for use outioide HVHZ: Yes impact Resistant: YeA Design Pressure: N/A other: See INST 11321.4 for any additional use Imitations, instellotlon Instructions and product Jp to a 310 x Ve Opaque "Impact" Fiberglass Single ulth a Sidellte (C)X0 conft urat:on Inswln /Outswir 6n>stallation Instructions PL J) TNST 11321;3^edf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party. Yes Evaluation Reports FLi 7 321 RO AE �y �1_7.� Created by by Independent Third Party: Yes 1p to a WO x VG Opaque "Impact" Fiberglass Double )000r,(XX configuration) jnswln9,j0ijtswlnQ [nstailatlon instructions , 2,1 R0 II INST 1132a q.CL .verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports ._,J341f Created by Independent Third Party: Yes �rrla'1r13121t ticwer.5 e. Fiberglass Door Up Co a 6'0 x 6'8 Opaque "Impact" Fiberglass Double htt,,://www.:ftoridabuilding.org/pr/pr app_dtl.aspx?psram—wGEV"XQwtDgv]L5KI5SWidx1.s4dtnFt2t0Tjr... 10/7/201 U Q' 0 LLI F- x W .9n Ra a N L rl CV r N O I �•j m m O j Qr CV lu Lf) m 5 i Builders Hardware l nc_ 5515 E. PCY"TAhl AVE TAMPA, FL 33CIO OPAQUE FIBERGLASS DOOR INSWING J OUTSWING "IMPACT" GD14RAL ROTE f. 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TAB2 Of CON19m mart OQR I t�l ee�vsian. - n p� ag_ra�rAfa> 2 m.9x p mW dcS3a S e=amlbm*androrirg-aboamm3rrT'r.—ftcfin 6 lore onemino. ill tr_,Ck nx Gm CCf' A "Ian 7 fkl of mDted& bccgxv11 mb SBY M L OY6?AU VforN d �x a N U: Ai c er LFS FL— t.T•21. f :Er I ar 7 Ub/ 2y/ 2d1b 22: 113 / (24bb155b L)AV11JW1L5UN Jan 06 4011 1;15PM JHR EXTERIORS, INC f'fZ.871.6�77 n:u • on)mVmejxt reenly� tam-19DOtt'F t4R31A. RWOC tlra>,iroew� Lt77.i�R•1 taaa.l•,1n,cr+q; ►iorin rs~ut G4/ G7 p. 4 -- NIN MAX. DOOR PAM ROff V 1� anno o.w. w.n..mwn nnwwuiatia�n Iwn� DXR PAM DHTMS pp�A� �afaa tsflr+u4T,wts INA, Ytl p• BoR YJo 'Ming. 1L. M503 PAonn Hoy 41"IsoAlor 11w'If01��81tiMi975b1-Bralmw� CMIfbeE. lJf�thr/[ot�o. Mn.olhis -2 OR ymn.17 F. AdIMA P.Y. N. AS-" FCC)/Z�j/zuiu ZZ. 17 f tz4ouloou LFiV 1LW1L'JUIY Jan �6 goli 4 15PM JBR EX'kRIUHS, INN 772.871.6377 qt� _ PYf1 1�'n RiGVNOb1 L401.17061PF I V3%0, R1VUC PrprAnpsVa, 1172L1P{_yt3Zl.1•.io,etvp, TtOed Im 1" MIN. FROM -MASONRY EDGE r .t I" MIN. FROM ASONRY)EDGE P, 1" MIN. FROM 1` MIN. PROM _PAAS0NRY EDGE MASONRY EDGC `e (1YF_) ►m.) 40. 2..81G, MIN. FROM _2-1 /2" MIN, FROM MASONRYEOE— GI MASONRY EDGE m(P.) (IYP.) PRonucr. P H P � B �tpµ�R ERq aSs DOOR kMI7,T) M CROS:, SEG7IOMS 0 no.0 e,W. 1.u.Snrwe aoe.e i, _,,..... " Cpq��ItDrt�o COMDULT�n. mc. VV "a eva zso Wmoo ■t... Ma" PFL,' Nat C11i.06S.6197 Fwsdo -iAdt�-et-F"..i..:.-10i�+�1- -r..• m 04ANxx to �Atb+nMmllm Na Wa off•^-• /o. �••Od' AM Me. 404m p.5 t U!D/Ly/Lblb LL:ly ((L4bG100G VHVILw1.LOulY Jan 06 E011 4;16PN JHR EXTERIORS, INC 77E.871.6377 ,.. ., • nw,vrri y... rwal! W u/ ...,-.o,.rvr rw ru. nrvec. vr��l�v�-i u u 1Wui.i-tv.Qr+9r Mmor p.6 1 •I/T MIN. EMF: ITYP.) m DCOO P.W. rUl—W. ODHMUMAMO 1— I� I-) M I AIN. EMe, (TYP.) a pa g p I ° �q�r•-. TN � n 1-1/d" MIN. en,+e, fNF•1 PYl 7 Dur.T,' % , R���r�W p� RCm. 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M I A M I-DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF -ELK Timberline Prestique Grande Shingle LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, ON manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. f" NOA No.:08-0722.02 ]Expiration- Date: 11/13/13 Approval Date: 02/18/09 Page 1 of 4 s ROOFING SYSTEM APPROVAL i Category: Roofing Sub -Category: 07310 Asphalt Shingles r Materials Dimensional Deck Type: Wood 1. SCOPE This approves GAF -ELK Timberline Prestique Grande Shingle manufactured by GAF Materials Corporation as described in Section 2 of this Notice of Acceptance. 2. PRODUCT DESCRIPTION Product Dimensions Test Product Description Specifications GAF -ELK Timberline 18 ''/2" x 36" TAS 110 A heavy weight laminated asphalt Prestique Grande shingle with a propriatery profile. 3. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering TAS 100 ELK- 10 1 -02-01 04/22/03 Underwriters Laboratories, Inc. ASTM D 3462 OINK37122 12/19/01 Underwriters Laboratories, Inc. TAS 107 02NK41811 02/24/03 4. LIMITATIONS 4.1 Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 4.2 ShaIl not be installed on roof mean heights in excess of 33 ft.. 4.3 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. 5. INSTALLATION 5.1 Shingles shall be installed in compliance with Roofing Application Standard RAS 115. 5.2 Flashing shall be in accordance with Roofing Application Standard RAS 115 5.3 The manufacturer shall provide clearly written application instructions. 5.4 Exposure and course layout shall be in compliance with Detail'A', attached. 5.5 Nailing shall be in compliance with Detail 'B', attached. 6. LABELING 6.1 Shingles shall be labeled with the Miami -Dade Seal as seen below or the wording "Miami -Dade County Product Control Approved". MIAMI•DADE COUNTY F...1 1 NOA No.:08-0722.02 MIAM•DADECOUNTY Expiration Date: 11/13/13 • • • , Approval Date: 02/18/09 Page 2 of 4 7. BUILDING PERMIT REQUIREMENTS 7.1 Application for building permit shall be accompanied by copies of the following: 7.1.1 This Notice of Acceptance. 7.1.2 Any other documents required by the Building Official or the applicable code in order to properly evaluate the installation of this system. 8. MANUFACTURING PLANTS 8.1 Ennis, TX START THIRD COURSE WITH 16"REMOVED START SECOND COURSE WITH 8" REMOVED FIRS Fl 11 NOA No.:08-0722.02 Expiration Date:. 11/13/13 Approval Date: 02/18/09 Page 3 of 4 18 CMAMI-MADEOUNTY 1"WrVII DETAm B FASTENER AREA FRONT RELEASE TAPE SEALANT DOTS 9 2" F 718" BACK END OF THIS ACCEPTANCE NOA No.:08-0722.02 Expiration Date: 11/13/13 Approval Date: 02/18/09 Page 4 of 4 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 372-6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildiMcode PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to'meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series SH-800 Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4065-1, titled "Alum. Single Hung Window, Impact (LM)", Sheets 1 of 10 through 10, prepared by manufacturer, dated 04/2412002, with revision I dated 01/17/2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state and following statement:_ "Miami -Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 06-1010.03 and consists of this page 1 and evidence pages E-1 and E2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No. 07-0801-03 _ Expiration Date: December 13, 2012 `L Approval Date: December 06, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4065-1, Sheets 1. through 7 of 7, titled "Alum. Single Hung Window, Impact (LM)", dated 04/24/2002 with revision I dated 1/17/2007, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. (Submitted under NOA # 06-1010.03) B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC; TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94- 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of a series SH-800 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4955, dated August 7, 2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA # 06-1010.03) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of a series SH-800 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3258, dated February 26, 2002, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA # 06-1010.03) 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of a series SH-800 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4008, dated January 16, 2002, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA # 06-1010.03) Jaime D. Gascon, P.E. Chief, Product Control Division 07=0801.03 Expiration Date: December 13, 2012 Approval Date: December 06, 2001 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC-2004, prepared by manufacturer, dated 10/2/2006 and 11/9/2006, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300-98/02 (Submitted under NOA # 06-1010.03) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06-1205.10 issued to E.I.. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus" dated 02/15/07, expiring on 01/14/08. 2. Notice of Acceptance No. 03-0415.13 issued to Solutia Inc. for their "Vanceva Composites used for lamination of glass" dated 12/11/03, expiring on 12/11/08. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated October 2, 2006, signed and sealed by Robert L. Clark, P.E. (Submitted under NOA # 06-1010.03) 2. Laboratory compliance letter for Test Report No. FTL-4955, issued by Fenestration Testing Laboratory, Inc., dated August 23, 2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA # 06-1010.03) G. OTHER 1. Notice of Acceptance No. 06-1010.03, issued to PGT Industries, for "Series SH-800 Aluminum Single Hung Window — LMP', approved on 03/01/2007 and expiring 12/13/2007. V, Jaime D. Gascon, P. . Chief, Product Control Division NOA No. 07-0801.03 Expiration Date: December 13, 2012 Approval Date: December 06, 2007 E-2 DESIGN PRESSORES: (SEE TABLE 1) ' A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES. ASTM E 1300-98 OR ASTM E 1300-02. y f B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98 OR ASTM E 1300-02. 4NCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6 THROUGH 10 FOR ANCHORAGE DETAILS. SHUTTERS ARE NOT REQUIRED. =RAMS AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. REFERENCES: l EST REPORTS FTL-3258, FTL-4008 AND FTL-4955. 9LCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL PHIS PRODUCT f4AS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION FOR THE HIGH VELOCIT -IURRICANE ZONE (HVHZ). EXTERIOR -E 'I. DESIGN PRESSURES (ALL SIZES & CONFIGURATIONS) ' HOR TYPE SUBSTRATE EPOS NEG ELCO TAPCONS 3.5KS1 CONCRETE/1.5KS1 CMUA +90.0 `-110.0 :RANCHOR T1iPES AND SUBSTRATES AVAILABLE, SOME WITH -DESIGN PRESSURE ATIONS. SEE SHEETS 6 THROUGH 9 FOR SPECIFICS, 0.090 SENTRY GLASS PLUS BY E.I. DUPONT DENEMOURS & CO., INC.OR 0.075 VANCEVA BY SOLUTIA, INC. INTERIOI 1/2" NC GLASS I: 3/16" HEAT STRENGTHENED GI 3/16" HEAT STRENGTHENED GL 7/16" LAMINATED 7/16" LAMINATED GLASS SEEIDLO TABLE 2 / SEE DLO TABLE (MAX.) 3EE DLO TABLE IIx 48 1 /4" MAX. VENT DLO (ALL) DETAIL A 53 1/8" MAX. WIDTH B +� C► j D-J 76" MAX. HEIGHT 38 7/16" MAX. SASH j )LO1TABLE SASH i�: 1 HEIGHT B --.*- DETAIL D VIEW(CUSTOM SASH) SEE DLC TABLE SEE TA DETAIL B VIEW (STANDARD SASH) i -53 1/8" MAX. WIDTH--- SEE DLO 76" MAX. TABLE O HEIGHT SEE DLO TABLE TES: :E SHEET 3 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. =E SHEET 4 FORICORNER DETAIL VIEWS. _E SHEETS 6 THROUGH 10 FOR ANCHORAGE INFORMATION. i SEE DLO C TABLE 0 76" MAX. HEIGHT 76" MAX. HEIGHT SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH I SEE DLO X TABLE DETAIL RADIUS TOP (STAB VERTICAL DAYLIGHT OPENING FIXED LITE HIGH DETAIL SILL A 341/8" B 41 1 /4" C 40 7/8'1 D 52 11/16" E 52 5/16" SASH DETAIL HIGH SILL A 341/8" B 27 1 /8" C 27 1 /8" D 1 15 3/4" E 15 3/4" TABLE 2. X. 3HT I I Il/ MAX. FIXED o LITE DAYLIGHT OPENING OUTSIDE MAX. VENT DAYLIGHT OPENING SECTION B-B Dio 14 11 & 13 26 28 32 BALANCE USED ON SASHS <40 LBS REINFORCEMENT REQ'D. ONLY ON VIEW AND RADIUS TOP WINDOWS MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A REINFORCEMENT REQ'D. ONLY ON VIEW AND RADIUS TOP WINDOWS f 2.710" --& SECTION C-C RADIUS TOP (HEAD DETAIL) OUTSIDE ULTRALIFT NOTES: ONLY 1. MINIMUM OF ONE SWEEP LATCH LOCATED ON VENT CENTERLINE OR OPTIONAL BOTTOM LOCATED 6" FROM EACH SIDE OF VENT. 4025 SASH STOP 64053 4029 CALDWELL SPIRAL BALANCE, 5/8" 612244 4029 BALANCE BOTTOM BRACKET CLIP 7BALTBKT 1080 PAL. COVER, RIGID VINYL, .5/8" 6BALCVR916 #10 )(1" SMS 710X1PPSDA 4029-1 1 CALDWELL ULTRA -LIFT BALANCE, .670" #8 X 1 PHILLIPS FLAT HEAD S. STL 78X1 FPAX 1080-1 1.670 ULTRA -LIFT BALANCE COVER 6BALCVR670 4053 ISASH STOP, COVER 64053 4029-1 ISASH BRACKET 7ULBRKT #8-32 X 1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 1086 SASH TOP GUIDE, 11/16" BAL. 42505R & L 4054C FIXED MEETING RAIL 64054C 4066 WSTP... 187 X.230, FIN SEAL 64066G 4063 MEETING RAIL REINF. TUBE .75 X 1.50 64063 4064 MEET.- RAIL REINF. TUBE END CAP 44064 1179 #10 )C 3/4" P. PAN HEAD TEK 18/8 S.S. 12" MAX O.C. 71OX34PPSDAX 947 DIA. 3/8" HOLE PLUG 41722 4006C ISASH TOP RAIL 64006 1235 WSTP.,.170 X .270 BACK, FIN SEAL 67S16G 1096 SWEEP LATCH 71096 1175 #8 X 5/8" PH FH SMS 7858SS 4051A SASH BOTTOM RAIL 64051 1226 WSTP., BULB VINYL 6TP249 2740A EGRESS LATCH 62740AM LIFT RAIL COVER CAP 74078"C" L OR R 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 4008 SASH SIDE RAIL 612231 1235 WSTP.,.170 X.270 BACK, FIN SEAL 67S16G 1085 SASH TOP GUIDE, 9/16" 42504 1086 SASH TOP GUIDE, 11/16" 42505 1268 SASH FACE GUIDE 42501 GLASS, 7116 LAMI- 3/16 HS, .090 SENTRY GLASS PLUS INTERLAYER E.I. DUPONT DENEMOURS & CO., INC., 3/16 HS GLASS, 7/16 LAMI- 3/16 HS, .075 VANCEVA INTERLAYER BY SOLUTIA, INC., 3116 HS 70 1630 SCREEN CORNER KEY W/RINGS , .71630 71 1631 SCREEN CORNER KEY W/OUT RINGS 71631 72 1073 SCREEN SPRING 7CASP 73 1624 SCREEN SPLINE - .135 DIA. FOAM 61624K 74 1635 SCREEN SPLINE - .135 DIA. HARD 61635K 75 SCREEN CLOTH 61816' 76 505 . GLAZING CHANNEL (.688 X .500) 6533402 77 1161 1#6 X 1.000 PH. BUGLE TEK SCREW 706X1 78 1 IFOAM GLAZING TAPE 1/16 X 1/2 62BV1510 AT HEAD AND SILL VIEW D-D SEALANT ALONG VIEW E-E (1/1 & VIEW HEAD & SILL; RADIUS TOP SILL) (RADIUS TOP HEAD O� FRAME CORNER CONSTRUCTION 1 � II .062--��+- �J .062 1 FLANGE FRAME HEAD #4002B, 6063-T6 (1/1 & VIEW WINDOWS) -1.513--{ 738 040 1 SASH STOP COVER #4053, 6063-T5 2.279 ---►-{ 1.707 .062 CSASH TOP RAIL Q� #4006D, 6063HS-T6 857 .907 .062 C' 38 EGRESS LATCH #2740A, 6063-T5 O FLANGE FRAME SILL #4050A, 6063-T6 .062 FIXED MEETING RAIL #4054C, 6063HD-T6 2.326 -►-� 2.638 36 SASH BOTTOM RAIL #4051A, 6063-T5 k .678 1.096 -+----►I T 59 GLAZING BEAD 7/16 #4222', 6063-T5 O FLANGE FRAME JAMB #4004, 6063-T6 (USED AS RADIUS TOP HEAD) -- 1 .750 �- 1.500 125 L REINFORCEMENT, 27 FIXED MEETING RAIL #4063A,6061-T6 41 SASH SIDE RAIL #4008, 6063-T5 . -i .050 Aw. .678 . 1.115 --Imo . f ---- O60 GLAZING BEAD, 7/16" #985C, 6063-T5 )TH , TYPE 125 'l 2 1131 i 111 1'2 1 2 1! 1 212 2 2 2 2 2 2 2;2 2;2 213 �..... 2 2 2;2 f 2;3 i 2 2 2 2 3 3 2i2 2;2 3 3 ! 3:.2 212 000 A 1 2 1;2 111 1 3 1 2 1 2 213 2 2 2`2 2 3 2 2 2 2 313 212 2 2 3!4 2 2 2 2 3 4 22 2<2 4j4 313 2`2 PSF 000 .,,;y. ;rii' �_°�-1>. �� 1 1 2 1 1 2 1 1 2 1 1 2 1 1 2 1 1 2 1 1 2 1 1;21 2232;21 22'32;32224232:2342.3223i4332' 31.1 5332245343;3 PSF 000 ,;Ji�'IF:-: 1 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 1 2 2 3 2 2 2 2 ., 2 4 2; 3 2 2 3 4 2 3 2' 3 3`5 2i3 2 3 3i 5 3 3 2 3 4 5 3 4 2 3 5 6 3 4 3 ,3 PSF 47,9:-' 000 .� .: :...:. 2 2 r .y.. cf2<r 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 Ai. ;2, `ax 2 2:2 1 2 G:.. �2 :3`: 2'3 2`.2 3 4 2 3 2`2 3 4 2`3 2.3 3 5 2:3 2;3 3 5 3 3 2 3 4i6 3 4 2:3 5 6 4 4 314 PSF '�...:..:..a, .:. 000 :.:. :.;.2 :; 2 2; ,, 2;::f 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 2 2 2 212a.3 2 3 212 3i4 2 3 2i3 35 33 2;3 3i5 33 2:3 46 3 4 2 3 .4i6 34 2i3 57 45 34 L t.. 0002-'"': x Y.. a:' 2 22= 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 4 2 2 2 2 2 2;•.2. 2 3 2 2 3 4 3 3 2 3 3 5 3 3 2 3 4'6 3,4 2 3 4�6 3.4 3:3 4 7 3 4 3.3 6 8 4i 5 314 PSF2i<:=(?2' 125 4�xti 2J ; 2Ry2,Y 2 2 3: 2 2 3 2 2 3 2 2. 4 2 2 4 3 2 4 3 2 qN) 2;2 S 2, 2 3 2 2 •:.'f'',^. 3 ; '.. 3 4 2 3 315 3'4 2 3 416. ..'. 314 3 3 i 4!7 4 4 3 4 5;7 4 5 3 4 6 8 4 5 314 /V V \ V V V • V V • V V I V V L \ V V V V • V V V V DTH. TYPE PS F;$3 .125 ,. s ..k.J 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 22 222 2 1 212 212 2 1 212 2 2 212 3 2 2i2 212 3 3 212 212 3 3 212 212 3 3 212 2 2 PS.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1'1 2;2 2 2 2 1 3;3 21 2 2 2 3 3 2 2 2!2 3,3 2 2 2 2 414 2 2 2 2 4T.4..3 2...2!2 4,4 3 2 2 2 PSF 000 1. 2.._ 1 1 2 1 1 2 1_ 1..1. 2 1 �. 2:'2;222!233222'233232;2443332443332543332544332 _ .. PSF 4,1 49x ?81'1U6,8 000: i �.k.• 1 2 2 2 1 2 2 2 2 1 2 2 1 2 2 1 << r....,x..,. 2: 2 ;2 2: — 3� 3 213 ...2 ;'-2 4• 4 2 i 3 22 4�4. 33 3355333`35:54`33:3654333 ; � ; i PS F�,-q;6r., ,x .�«r.....t .000 -,`.'."s:s.,.. a: � .,ez".:X .�.: .r.-. Kati ti z'.: .t .:. ;;•,; �� `� -= -' ...,,. ems_.. %:. �r. `:{; :- � �� = 2 2 .. ;��T; :.:: � ��- - ^� 2:;::: 2 2 3 2 2 3 2 2 3 2 2 3 2 3 C `° 2:2 2 2 �; H3'}3;: 2 3 2;2 4 4 3'3 2 3 4 5 3!3 3'3 5;5 4�3 3;3 5 5 4.4 3 3 fi,6 4 4 3 3 . i PSF.000 .��:: 3 ..,.. _ 2 2 3 2 2 3 2 2 3 2.2 2 .2. „3;: 3' 3 2, 2 4 4 3 i 3 2 3 5 5 3.;.3..3. 3 6 .4..' .3 .3.: 3 ._6 ...6..4 4 413 -6 6. 4' 4 4 3 i P S F ,10 .000 %fir ( t2�2?�2K t k r 2 i 4 2 2 2 'i, xs.:3 2 2 3 2 2 4 2 2 4 2 4 2 2 2 2=s3:<:a3 3 3 2 2 x4 �: 3 3 3 3 5 5 4 4 I 3 3 6 6 4 4 3 3 6 6 _2 5 4 4 3 7 6 5 4 4 3 <; :INN. i i i PSF 125�� 2..._ Z 2 2� 2 2 4. 3_ 2 3 2 4 3 2 4 3 2 A`;:.r 2'2 d 3 3" .. ... ..... 3 3 3,3 y,a,'...j ., ar44 3 4 r`..... 3 3 I..... 5;5 �^ 4 4 ._4 3 3 r. :1. 6�6 4i4 — 3 3 i•_._ 7:7 . 5 4 4 4 7 7 N5t5 r .. 4i4 tom. .s• ..-a, u.. $ . >a.c i T . a. ,•``., she 3 n rVLA_Vvv ©3" MINIM HEAD-1 JAMBS -1 f SILL - 3. INSTALL ADJACEN QIMENSI( 4. SHADED TABLE A SHOWN. TABLE JAMB ABO\ MTG. W JAMB BELC MTG. Ri IDTH TYPE PSF .125 A. I ............ 2 2 1 2 2 '2 3 2 2 3 2 2 3 3 2 4 3 3 4 4 3 R M PSFM -.000 A 1 1 2 2 2 3 2 2, 3 2 2 4 3 2 4 3 3 5 3 3 5 4 3 PSF .000 1 2 1 1 2 1 1 2 1 1 2 1 1 2 1 1 2 1 1 2 1 1 A 1 1 2 2 2 3 3 2 4 3 3 4 3 3 5 4 3 5 4 4 6 5 4 PSF ..... ..... .000 2 2 1 2 1 2 2 1 2 2 1 2 2 1 A 1r,2 4 3 3 4 3 5 4 ....... . 3 . ...... 6 4 4 7 5 ........ 4 2 2 PSF M[ .000 2 2 2 2 2 2 2' 2 3 2 2 3 2 3 2 2 A .2 1 2 3 3Nrie 4 3 4 3 5 4 3 6 5 4 7 6 5 PSF OR .000 2 N., 0 I'D 2 2 2 2 2 2 3 2 2 3 2 3 4 3 5 4 5 4 7 5 4 8 n v'c -1 PSF Gd k-W 000 2 A 3 4 4 6 5 7 5 7 5 PSQ� PAR 125 1�41t�1)2 R, "'"6 2 2 3 2 2 3 2 A LIF m SI "i 4 6 5 6 iv 7 6 m Cil i o i o o f o f o f: o N) m 1 0 0 0 I I i 0 0 t t J I I 1 I �l t j 1 1 1 i 1 _y I I t 1 1 i 1 i 1 1 1 1 I i I i 1 1 I 1 I _y I i 1 1 1 f 1 i 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CO o 0 o 0 o a o 0 0 0 0 0 0 0 0 0 0 N N N N N N N N N N N N N — i N N N N — -1 i N N N N N NY N N N N N N N N '1 N N N N i i i N N N i i i i N N i i i i :1 N i i i i i N 1 s i i i i 1 i i N N N N N N N 7: I! N N N r N N N N N Ex, : N N N I N N N -� N N N N N -• N N N N N -> i N N N N -� -� -� N — N N N --• — i N N N W >1 N W w W w }�: N W W W W W N N W W W W N N N N N N N N N N N N W W W co N N N W W W N N N 1 I .N I W W N N N N N W N N N N N W N N N N N N N N N N W N N N I N N -� -� i i N N -• i i -� i °::fir •.,:, jj W W A A A C. W W W I A A A W W WIW A A W W W W W A N W W W to W N N N N N W N N N N N W W W W A N N W CO W G.W N N W 1 W W CO N N N W W W N N N W W W N N N N N W N N N N N N N N N N N N N w w co N N N N W co N N N' N N W N N N N N N N N N N N N N N N N N N N N N N N N N N I N N N A A cn m J W A A A U1 CJ� W W I P A A cn W W W A A CJ1 co co W W A A W co W W W A N N N N I W W N N N N N I W W W A A N W W W W A N W CJ W co W 4-� W I I W W W N N W W W W N N N N W W N N N N N N N N N N N N W W W W N N N W W W N N N I W co W N N N N co W N N N N N W N N N N N N N N N N N N N N N N N A Ui CT W A A U7 W W W A A Ut Ut IA W co A( A 0 CA W W W 4 A U1 W W W Al A A N N N W W A N N N N W W W A A A co W W W co A w W co w CO W N co WIW W W N N W W W w N N N N w w N N N N N N N N N N N co w W W W N N W W CO W N N w I W W W N N N w W w N N N N W W N N N N N N N N N N N N N N N N N I cr cn�J A A cat W W W A cm cJI W A A � cn cn cnW co A cn mCTi W W A A A A N N W W W A N N N W W co co A A A co cJ W w 'A A W W W W w A N W W W co W N N W W co W N N N N W W N N N N N N N N N N N .w W W W A N W W W W W N N WIW W co N N N W W W N N N N W W N N . N N N N 1 N IV N N N N N. N N Ut ()t CD v-4 A A m W W m W A m cn W m co .A A Ut 0 cn co W A cn m Cn W co A A A A N N W W W A NI N N W� II W W W A A A W W W Go A A W W W W W A N W W W W A N N W W W W N N N N W W N N. N N N N N N N IV W W W W A N co co co W W N N co W W W N N N W W W N N N N W W N N N N N N N N N N N N N N N N N w C -I -nDDcn -n-� �D- D c, n�ao --I cn ��?p>> r' I PTIONAL 1x /OOD BUCK ,EE NOTE 3) I 1 1/16" REF. DETAIL A 1 3/4" �• ` MIN. 1/4" MAX. SHIM DETAIL B TYPICAL HEAD ANCHORAGE 3. WOOD BUCKS DEPICTED IN -THE SECTIONS OP 5. ANCHORS ARE NOT REQUIRED AT THE SILL. 1 3/8" TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WC MIN. INSTALLED DIRECTLY TO SOLID CONCRETE. b THICK OR GREATER. INSTALLATION TO THE S ENGINEERED BY OTHERS OR AS APPROVED B 4. FOR ATTACHMENT TO ALUMINUM: THE MATER 6063-T5 AND A MINIMUM OF 1/8"THICK. THE AI Mom• OF A SIZE TO PROVIDE FULL SUPPORT TO THE SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUC METAL SCREW WITH FULL ENGAGEMENT INTC MET, THE RESPECTIVE DESIGN PRESSURES A 5/16" TAPCONS MAY BE USED. EXTERIOR INTERIOR F-"> 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MU: (HEAD & SILL DETAILS A, B, E & F) 1/4" MAX. 1 3/4" MIN., 3.5 ksi CONCRETE 1/4" MAX. 1 318" SHIM OR SHIM MIN_ '+•'r••i'..;. 1 1/4 MIN. 1.5 ksi CMU 5/16" 5/16" O REF. REF. p(na), CONCRETE ANCHOR, FH BELOW MEETING RAIL. 3" MIN. SPACING �— (SEE NOTE 1) 32" : ' • '' • • ' I 9/32"� " 2 MIN.non, =F. ,.'•.. REF. 2x WOOD BUCK_ I BUCK OPTIONAL WITH SOLID CONCRETE (SEE NOTE 3) SUBSTRATE (SEE NOTE 3) DETAIL C DETAIL D TYPICAL JAMB ANCHORAGE 4 INTERIOR (JAMB DETAILS C & D) EXTERIOR ANCHORS NOT REQUIRED AT SILL WOOD ANCHOR, FH BELOW MEETING 1/4"� RAIL. (SEE NOTE 2) MAX. .SHIM 2x BUCK OPTIONAL DETAIL E SUBSTRATE (SEE NOTE 3) ANCHORS NOT REQUIRED AT SILL 1/4"' MAX SHIM , I BUCK OPTIONAL SUBSTRATE (SEE NOTE 3) e•. 05/29/2010 22: 19 ((24bb1n5J Lf- IL)W1LQUlY .2011 4: 17PM JAR EXTERIORS, INC 1 r2. H"!1 • bW('l R;IT • r m)eculPrnkR foldaniDlW lanl-0SOOIPF I pl1D. RModel P. 'BUl RDWME UhA NO OONBILTIMD. IM0. F7B hSS ODL1A GA. Den Zl17 V.I k FL S3ev3 Phow Iba 61A06�.Y10� IR PKti OR (SSGM�,yj c6nw a k. or �u "eael'on Hn am1J 1f A g BILL OF gA7RLAL5Lam-- —/b a•o9 IynR— ►, 80-1, 6 PX *I 4�100 DAM13M R.W. rium.lwq IlvMn ub+nw+w Ir,o.'° F tz ENG-WEBI HPADER CRIPPLES M BE NAILED TU ADJOINING STUD W1 8d NAILS 6- UlofSi r- ;;iMfu NOTED ATTACH PANELS' WITH I ROW 8d NAILS IN. LAPPING PLYWDOD AND 6- SDS SCREWS 12' O.C.'DOWN LAPPING STUDS. APPLY VTP IN FIELD. A: SINGLE STUD TO PLATE '15X4 PLATE" B -. SILL PLATE TO CRIPPLE AND STUD= 3X5 C: TRIPPLE STUD TO PLATE = 3X5. PLATE D DOUBLE STUD TD PLATE = 3X5 PLATE E: HEADER TO STUD = 3X5' PLATE F.: VERY TOP .PLATE APPLIED I.N-.FIELD TYPICAL WALL PLATINC D-E THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY 'CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT A MAY BE NECESSARY IN ORDER TO k ITH ALL COMPLY W tK x I LEGAL DESCRIPTION: All of LOT 4. THE WOODLANDS SUBDIVISION. according to the Plat thereof, recorded In Plat Book 20, at Page 1, Public Records of St. Lucie County, Florida. LOT AREA: 38,610 Sq. Ft.; 0.89 Acres± STREET ADDRESS: 894 Woodlands Drive, Fort Pierce, Florido. LOT 5 LIMIT OF PLAT (OCCUPIED) (Basis of Bearings) �A°� , �A* S00' 18'00"E A76.43'( I&M) x I FIR FORMS ONLY TOP OF FORM ; r z 04 ELEVATION-49.12 C6 I 40.8 ' moo, 147.2' --------- 57.1'- _1 2 -1O g DO . WOOD - a ....�. TIKI BAR .-� S 400 --------------- HDECk C4 a � 40.8' LOT 4 C --------- 119.2' o - 79' ------ ;------------ --:- W---------- zW 24.1 3 0 � ; J MWOOD55.3 ----24.16 ----------_----- 127.1 POOL EQUIPMENT PAD CV ' I iLo n 'n METAL SHED ; o ON DIRT M OR ONE-STORY ! o s 0• RESIDENCE 14. ap41 i N iaps E- 3.9 ' 2. (Ni i�U M0`" inv � n TBM 10.0 rn 32.0' A/C FFE=50.00 2 i� PAD o� 69.1' N METER b,NW t , Nis x X I FIRc S00'18'00"E 272.31'(P&M) �ti LOT 3 Im �X\ (OCCUPIED) MARCH 18, 2011 Date of Signature . n . IMLLIAM 8. SENNETT Professiorlrol • Surveyor & Mapper Florida Certificate No. 6353 LB No. 7608 72.7' -- ---------------------------- 16' CONCRETE DRIVEWAY ----------- II-2.5'----------- COVERED ENTRY -------------- 77.2' LEGEND FIR = FOUND 5/8" IRON ROD 0 = LIGHT POLE 0 = WOOD POWER POLE CL = CENTERLINE RIGHT OF WAY EP = EDGE OF PAVEMENT FlRC = FOUND 5/8-IRON ROD & CAP NO I.D.) k0 = SPOT ELEVATION TBM = TEMPORARY BENCHMARK -OHE- = OVERHEAD UTILITY LINES A = WATER METER (P&M)= PLAT & MEASURED DISTANCE CONC = CONCRETE 0 = DELTA ANGLE L = ARC LENTH R - RADIUS A/C = AIR CONDITIONER FFE = FINISHED FLOOR ELEVATION N FIR z � 1 �o a co r Mt:��ppIU J IQI O ,( Fl b, �' �6. x----- - 30.00' �O W W Q.. v00 o �I c U ^ a E o 0 �I<W d �W o_ o 1-44 pF-W OI ,Q WW.�, Cr x W a_ J ZZZ J U i Oa CK 00 �i o in .-- 0: 1 =z W U W W bFj. fro rO* 30.00, cV 0) Q o� a oN1U Q 0 CL r- R/W P.C. t- - 0 ►� �O t� 1 Vicinity Map (Not To Scale) SURVEYORS' NOTES: 1. Bearings shown hereon are based on the East line of Lot 4 as platted and bears S 00'18'00" E. 2. Written dimensions take precedence over scaled dimensions and distances are not to be scaled for construction and/or design purposes. 3. All distances and bearings are as field measured and are coincident with "PLAT" and description data unless otherwise noted. 4. This drawing is not valid without- the signature and original raised seal of a Florida licensed Surveyor & Mapper. 5. This survey is based upon a description furnished by _the client, there has been no search of the public records done by this office. 6. Property lies in Flood Zone "X" as scaled from the National Flood Insurance Program Rate Map, Community Panel Number 12111CO280 F. with an effective date of August 19, 1991. 7. This survey Is not covered by professional liability insurance. 8. City water is available, City -sewer is not available in this -area. 9. Elevations shownhereon are based upon on . assumed datum. 10. This plan information to be verified by contractor prior to construction. CERTIFIED TO: Robin G. -Johnson Revised: Update survey & create site plan, WB, 01-05-11. Revised: Form board -tie-in, WB, 03-18-11. Date of last field work:03/18/2011 e n n e t t Bennett Surveying, Inc. 493 SE Noma Drive Port SI. Wele, FWdo 34984 tel:772.338.4933 for.772.336AM email: wbennettddOcs.com Form Board Tie -In Survey Proparedon the order of: Robin G. Johnson Field: LM BB Job No.: 09-0218 Drawn: WB Date:03 30 2009 Scale. 1 =30 Sheet: 1 of 1 4�IM 641 1101-01q? 0 A 1 LEGAL DESCRIPTION: All of LOT 4, THE WOODLANDS SUBDIVISION, according to the Plat thereof, recorded in Plat Book 20, at Page 1, Public Records of St. Lucie County, Florida. LOT AREA: 38,610 Sq. Ft.; 0.89 Acres± STREET ADDRESS: 894 Woodlands Drive, Fort Pierce, Florida. �` rag ati c x x I. I O � pl o tI a � w � >s � p N O w Odom Z '++ a. W I �o 9 b, e�� �1� : + At I� LOT 5 /LIMIT OF PLAT (OCCUPIED) (Basis of B ngs) p1 SOO&18'00"E,,A• 76.43'(1P&M) Fab n' N 1 Am' 75.83T----------:u�1 PROPOSED CGARAGE ;N M' 5 147.2' _ PROPOSEQof f19.2' CONCRETE ------ 110--- ,ha ----------- 2 .o 6 cd DRIVEWAY x WOOD s.o' 0' TIKI BAR . LOT 4 WoOD ; DECK 119.2 o. ---- �-- 7. 9' ' ---=----------=--r------------------------- 32 0' 57.1' ONE—STORY RESIDENCE 9' 2 TBM 10.0' M FIE=50.00 N i n 24.1' 1` J110 55_3' ^ 24•1 DECK . t° W000 -------------}---- 127.1' , POOL EQUIPMENT GAS iv in PAD iv ; METER M METAL SHED 'n ' ON DIRT FlRC 1 IN. SE I BACK 'ECG. PONT 5 � G10E S 1%i - REAn JANUARY 5, 2011 Date of Signature /o/q , WILLIAM B. BENNETT Professional Surveyor & Mapper Florida Certificate No. 6353 LB No. 7608 A/C PAD c� 69.1' S00.18'00"E 272.31 %P&m) LOT 3 (OCCUPIED) co , MI a'N M � 7 ---------------- -� -?------------- 16' CONCRETE DRIVEWAY -j----------i 72.5'---------- COVERED ENTRY --------------- 77.a_------------ LEGEND FIR = FOUND 5/8" IRON ROD 0 - LIGHT POLE 0 - WOOD POWER POLE CL = %EN'ERLINE RIGHT OF WAY EP = EDGE OF PAVEMENT FlRC = SOUND 5/S" IRON ROD 0 = 1& CAP NO I.D.) ,rOSPOT ELEVATION TBM = 1EMPORARY BENCHMARK -OHE- = OVERHEAD UTILITY LINES • = WATER METER (P&M)= PLAT & MEASURED DISTANCE CONC = CONCRETE D = DELTA ANGLE L = ARC LENTH R - RADIUS A/C = AIR CONDITIONER FFE = FINISHED FLOOR ELEVATION N FIR I rn 1..: �n Wirld i 11 TO l _j o �- F1 30.00' gifta 8 a 00 2 3 o PO i W a°. L Ilia c G A a _� b -' j o _ t O N 000 +1�0 �A NOx-h-- °- 30.00, N O� U O.tV ar II N1V Vicinity Map (Not To Seale) SURVEYORS' NOTES: 1. Bearings shown hereon are based on the East line of Lot 4 as platted and bears S 0018'00" E. 2. Written dimensions take precedence over scaled dimensions and distances are not to be scaled for construction and/or design purposes. 3. All distances and bearings are as field measured and are coincident with "PLAT" and description data unless otherwise noted. 4. This drawing is not valid without the signature and original raised seal of a Florida licensed Surveyor & Mapper. 5. This survey is based upon a description furnished by the client, there has been no search of the public records done by this office. 6. Property Iles in Flood Zone "X" as scaled from the National Flood Insurance Program Rate Map, Community Panel Number 12111CO280 F, with an effective date of August 19, 1991.. 7. This survey is not covered by professional liability insurance. 8. City water is available, City sewer is not available in this area. 9. Elevations shown hereon are based upon an assumed datum. 10. This plan information to be verified by contractor prior to construction. CERTIFIED TO: Robin G. Johnson CL R/WLEP.C. Revised: l�da crea e0pWB1,01-09-11. Date of Last field work:01/03/2011 Boundary Survey &Site Plan eee n n e tt repo on fhe order o: Bennett Surveying, Inc. Robin G. Johnson 493 SE Noms Drift Field: LM BB Job No.: 09-02115 Port St. Lads. Fioetda 34984 Drown: RB Dofe:03 30 2009 td. 77L33&4Q33 falc 772.331111A 9 email: wbennetWdOcs.com I Seale: 1 =30 Sheet: 1 of 1