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106 Quail Ridge Ct 12-1899; ROOM ADDITIONRFC -VA -VI JUN 2 8 2012 M. Application No: / a) - 16,q 9 r CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Yocumented Construction Value: . Job Address: 1010 19AI L 20 66-Coo?F Parcel ID: 37,- I!a - 3D •- 5&S 000a --P4A0 Description of Work: CokleTeuC - Alay DEAD 44,10 reWr_ Historic District: Yes I NoX Zoning: Plan Review Contact Person: SCOir LU52,'t Title: Phone: 4V-( 707_-,4043 Fax:4V7-340-Z5-4 7 E-mail: NISi.II; Property Owner Information Name CAC( Sb C4+M6r9gAJ Street: I U& t9%)A-1 L L DG5 COVer City, State Zip: `l' 4/UFor-D . F-e' -6Z771 Phone: - 407 407- - q s Resident of property? : V 67, C. Contractor Information I Name 61, w EST /Al (- , Phone: A157 7 0Z 40"43 Street: 100 CR'(ST/kL 1/1 FAI) ERS'r Fax: AD-7 -!rO 7-5'47 City, State Zip: 54-ti4:0:e ;>. F-i, 3277 5 State License No.: C GC O. 6 001 D I Architect/ Engineer Information Name: ' I , 9, WO HAL Pr w4O 74.6 Phone: 407 Street: 53I5y,,TO 5e434 Fax: 407 SZ/ `i-434 City, St, Zip: A IOPAONT457 4PtjA6S . Gi, 72Z'7 M E-mail: Bonding Company: Address: a0tr C`0S.. Z Building Permit V Square Footage: (0 1 Z No. of Dwelling Units: Electrical CI New Service - No. of AMPS: Mechanical E3 (Duct layout required for new systems) SJ t' a ID r5 • q to Mortgage Lender: - IJDAI - Add es,s:: 7V I PERMIT INFORMATION Construction Type: )1,,%D6k- TofeNo. of Stories Flood Zone: AA Plumbing O New Construction - No. of Fixtures: _ Fire Sprinkler/Alarm O No. of bl ads: Application is hereby made to obtain a permit to do the work and installations as indicated. 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING 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 JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. o L zoo Signature of er/Agent Date CA CI SO C'qM e'e0;4 Print Owmer/Agent's Nome G l ZO 0-- Signature of Notary -State of Florida Dat STEVEN E. MEADORS Awi` Commission # EE 18%76 Expires April 1, 2016 HpdWTMuTroyFoi WuanA04 A r` 7019 Owner/Agent is ersonally o Me or Produced ID Type o APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: N' 4tvgt 6 z "i Z Signature of Contractor/Agent I Da MICIIML 5" 071" U/ES9r Mat Contractor/ Agent's Name uo/ivrz Signature of Notary -State of Florida V Date Commission # EE1&% 76 P€ Expires April 1, 2016 d e Boded TMu Troy Fan ftrara A MW7019 Contractor/Agent is moo Me or Produced ID Type of ID WASTE WATER: BUILDING: 91FIr Z.— Rev 11. 08 Permit No. Tax Folio No. 3Z -1Q-D-(7Yuiop 04f 0 NOTICE OF COMMENCEMENT State of Florida County of Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. KAMMM HORSE, CLI:R)t OF CIPWIT MOT SMINDLE COUM SK 07800 Pg 19LI0; Opgl CLE1 KII S 0 L-0i;i076 3 RMOM 06128i iU- QL3.MtS IIM WP.'ORDIN6 FEES 10.00 RECORDED BY T Smith 1. Description of property: (legal description of the property, and street address if available) C676- (.O-T 4A KA VWOO V or- PJ ' T J2A 3V est 2? a ZO it'm al/ !,k 104, Q,-AI L iDr,'r . 4 AA1,Q7ai> 2. General description of improvement: ADP(T10AU rD rXt6rlAI6r S'jt2 IGtU2C; 3. Owner information: Name: CALi :cn CAMgeo / Address: 106 QuAi!_ r1-%P46Z t'nt)P-3- 4.41,Pnet'S. re- 24Z7"71 b. Interest in property: oWV61- c. Name and address of fee simple titleholder (if other than owner): Name: AIVIVE Address: 4. Contractor Name: NI Phone number: f1 D7. 3 FO -Z-T 7 c. Address: 019 GBV 5'fi4 [ _W FS_T _ fAiU D_ F[ 3Z7 3 5. Surety Name Address: AGRSF. b. Amount of Nrir- 6. Lender: Name: nd $ MARYpfr CIRCUIT C ORID& Address: b. Lender's phone number: 7.a. Persons within the State of Florida designated by Owner upon whom notices or other documents provided by Section 713.13(1)(a)7., Florida Statutes: Name: — IVy oy4uS -- 2 Address: L 8.a. In addition to himself or herself, Owner designates of to receive a cooRtft Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. b. Phone number of person or entity designated by owner: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BE RE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature of Owner or Owner's Auth ed Officer/Director/Partner/Manager Signatory's Title/Office The foregoing instrument was acknowledged before me this Uo day of (rLAC-f,-by (name of person) as (type of authority,... e.g. officer, trustee, attorney in fact) for (name of pa on behalf of whom instrument was executed) . MEADORSDORS( SEAL) '185676P16SignatureofNotaryPublic ; ,,,, d'' a-"WMW7ptg Personally Know OR Produced Identification lype Verification pursuant to Section 92.525, Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that the facts stated iXk Ve to o best of my knowledge and belief. flits 1Ns*1*btr0A('Rf.l'Mi Signature of Natural Pfrson Signing Above t 7 Rev. date 3/2008 SAME MICHPIrL $ t _ AODR. l" Cerf-KC V;E= o2D 3z 7 RR( RTVED JUN 28 2012oD' CITY OF SANFORD BUILDING & FIRE PREVENTION BY' - PERMIT APPLICATION Application No: 09— /85 9 Documented Construction Value: $ d a00 Job Address: i D(o GAI L Q j i66-Coo?F Historic District: Yes ; Nox ParcellD: 37,- Q-- 3D -5&5-Oooa,-04Al2 Zoning: Description of Work: Coa'S-feLcr A15W aE,tj .4aD FEl4r P!fi 0 To X STiiUGi 5'TiE'JG7 Plan Review Contact Person: U77T- UJE2T- Title: Phone: AD-( 707_-,40433 Fax: j07-3g0-z-5-4'7 E-mail: M,t WZM I f ol'. C Property Owner Information I Name CALj SD CAMa2oA% Phone: A107 -10L - 9 a4S- Street: j U It, 1! t DCru, covpr Resident of property? :y 65 City, State Zip: A/yFbm 50771 Contractor Information W rDZ rZ Name M. J, V1%E, lR('_; Phone: -467 Street: 1010 CR'(ST/*t, ui EW ER,!;T Fax: Ao-7 -,.--30 Z54 2 City, State Zip: $1/11 v i'. r-t__ 3Z 77 3 State License No.: C 6 C O 6 Zo / a Architect/Engineer Information Name: T, 9, tWoHAL, PC Do40 74$ Street: 1 3 / 5p,,T14 5?434 city, st, zip: A 40P ONT 157 '5;P4iN6S . Fi, :5217 M Bonding Company: Address: Phone: 407 Fax: 407 5 2% 5i.434 E-mail: Mortgage Lender: — VO, 06_— Address: PERMIT INFORMATION Building Permit P Square Footage: Construction Type: 9G&6A&No. of Stories: 040— No. of Dwelling Units: Flood Zone: Electrical O Plumbing O New Service — No. of AMPS: Mechanical 13 (Duct layout required for new systems) New Construction - No. of Fixtures: Fire Sprinkler/Alarm 13 No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING 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 JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of perm rification that I will notify the owner of the property of the requirements of Florida Lied Law, FS„71,3,, The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. z zoo Signature of er/Agent Date 0)4 t4 ao C41AEO-04 Print Opener/Agent's Name Zo rl Signature of Notary-Statc of Florida DateJ STEVEN E. MEADORS Commission # EE 185676 Expires April 1, 2016 gpdedlMuTioyi 4wranw 7tI;r7010 Owner/Agent is ersonally ICno Me or Produced ID Type o APPROVALS: ZONING: G 07" "TILITIES: COMMENTS: N,4tvor 6/1 z ),?4 z Signature of Contractor/Agent t Dati MIC14116L 5C07L U/ES`_ Print Contractor/Agent's Name G i tvrz Signature of Notary -State of Florida Date MY STEVEN E. MEADORS r Commission # EE 185676AdrExpiresApril1, 2016 X 64,.`` Baded 7Mu T q is n Nauair E0lFJ9ST019 Contractor/Agent is Me or Produced ID Type of ID WASTE WATER: ENGINEERING: FIRE: BUILDING: Rev 11.08 1CPA Parcel View: 32-19-30-5GS-0000-04A0 Pag floe2 cSOctvW Johnnon.CFA Parcel: 32-19-30-5GS-0000-04AO PROPERTY Owner: CAMERON CALI 30 PS Property Address: 106 QUAIL RIDGE CT SANFORD, FL 32771 EMINOLE COUNTY, FLORIDA Badc < Previous Parcel Next Parcel > Save Layout Reset Layout New Search Parcel: 32- 19-30-5GS-0000-04AO ' Value Summary Property Address: 106 QUAIL RIDGE CT Owner: CAMERON CALI JO Mailing: 106 QUAIL RIDGE CT SANFORD, FL 32771 Subdivision Name: KAYWOOD REPLAT Tax District: S1-SANFORD Exemptions: 00- HOMESTEAD (2011) DOR Use Code: 0130-SINGLE FAMILY WATERFRONT C Map Aerial Both Footprint + Extents Center Larger Map Dual Map View - External 1 2012 Working Values 2011 Certified Values Valuation Method Cosl/Market Cost/Marke- Number of Buildings 1 1 Depreciated Bldg Value 81, 695 82,692 Depreciated EXFT Value 2, 085 2,157 Land Value Market) 23, 000 20,OOC Land Value Ag Just/Market Value 106,780, 104,85C Portability Adj f Save Our Homes Adj 0 C Amendment 1 Adj Assessed Value 106,786 104,85C Tax Amount without SOH: $1,286 2011 Tax Bill Amount $1,286 Tax Estimator Save Our Homes Savings: $0 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LEG LOT 4A KAYWOOD REPLAT PB 30 PGS 27 & 28 Tax Details Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 106,780 50,000 56,780 Schools 106, 780 25,000 i 81.780 City Sanford 106,780 50,000 56,780 SJWM(Saint Johns Water Management) 106,780 50,000 56,780 County Bondsi 106,7801 50,000 i 56,780 Sales Deed Date Book Page Amount Vaclimp Qualified SPECIAL WARRANTY DEED 03/2010 07348 0871 134,000 Improved No SPECIAL WARRANTY DEED 02/2010 07331 1824 110,000 Improved No CERTIFICATE OF TITLE 07/2009 07222 j162 100 Improved No SPECIAL WARRANTY DEED 07/2009 07250 0254 1001 Improved No h4://www. scpafl.org/ParcelDetails.aspx?PID=32-19-30-5GS-0000-04AO 1 5/12/2012 CPA Parcel View: 32-19-30-5GS-0000-04A0 a r Page 2 of 2 WARRANTY DEED 10/2001 04279 1316 114,500 Improved Yes WARRANTY DEED 11/1997 03334 1656 91,500 Improved Yes WARRANTY DEED 03/1992 02408 1946 87,500 Improved Yes WARRANTY DEED 03/1990 20163009685.000 Improved j Yes WARRANTY DEED 03/1988 01943 1 1 73,000 Improved Yes Find Comparable Sales within this Subdivision Land I Method I Frontage I Depth I Units I Unit Price I LandlValue I LOTI 01 01 1.0001 23,000.001 1 $23,000 Building Information Description Year Built Fixtures Base Area Total SF Heated SF Ext Wall Adj Value Rapt Value Appendages 1 SINGLE 1986 6 1,485.00 2,030.00 1,485.00 CB/STUCCO 81,695 91.279 I FAMILY FINISH Descriptio n Area i A GARAGE 529 FINISHED OPEN PORCH IS16 FINHED Permits Permit # 1 Type I Agency I Amount I CO Date I Permit Date 005121 Addition - Residential Sanfordl $2,195 12/01/1997 Extra Features Description Year Bit Units Value Cost New FIREPLACE 1986 1 800 1 $2,000 ALUM GLASS PORCH 1990 204 1,285 2,856 Badc < Previous Parcel Next Parcel > Save Layout Reset Layout New Search h4:// www.scpafl.org/ParceiDetails.aspx?PID=32-19-30-5GS-0000-04AO 5/12/2012 CONTRACT 2012-05 Agreement made as of May 11, 2012 between the OWNER, Cali Jo Cameron of 106 Quail Ridge Court Sanford, FL 32771 and the CONTRACTOR, M. S. West, Inc. of 108 Crystal View East, Sanford, FL 32773. Project Location 106 Quail Ridge Court Sanford, FL 32771 Parcel ID # 32-19-30-5GS-0000-04A0 Scope of Work Construction of an additional 612 sq. ft. to the existing residence as per plans by MSW Designs. This additional footage to consist of. new den area (408 sq. ft. of conditioned space) and additional covered patio area (208 sq. ft. of unconditioned area). The finishes/materials are to be based upon the Project Specifications for Project. Project Cost Total purchase amount: $ 41,200.00 (Additional Structure and entire replacement of existing roof singles on existing structure) Agreement CONTRACTOR accepts the relationship of trust and confidence established between him and the OWNER by this agreement. He agrees to oversee construction, and to be in compliance with sound building practices and in conformity with local building codes. The CONTRACTOR will use his best efforts to complete the project in the best and soundest way and in the most expeditious manner consistent with the interest of the OWNER. This agreement is a Contractual agreement. This agreement represents the entire agreement between the OWNER and the CONTRACTOR. These documents supersede all prior negotiations, representations, and/or agreements. This agreement shall not be superseded by any provisions of the documents for construction and may be amended only by written instrument signed Uy both OWNER and CONTRACTOR. Contractor's Responsibilities 1.1 Shall provide all necessary Sealed Plans, Truss Engineering, Energy calculations and Site Plans for all required Departments. Page I of 4 Lac Owner's Initial Contract Document cont. 1.2 Obtain and pay for all necessary Permits from all of the required Departments. P&Z, Building, & Health Department) 1.3 Contractor to pay for all materials and labor on project. (Hard cost) 1.4 Review / Approve all subcontractors for work on Project and schedule subcontractors for work on Project. 1.6 Oversee construction to be in compliance with Building Code 1.7 Schedule Inspections from Building Department. 1.8 Obtain all necessary inspections up through Certificate of Occupancy. 1.9 Provide Contractor's General Liability for Project. Owner's Responsibilities 2.1 The OWNER shall furnish for the site of the Project all necessary Surveys, including descriptions of the physical characteristics, actual elevations, Soil reports, and subsurface investigations, legal limitations, utility locations, and Project legal description. (Surveys to include: boundary with existing structure and flood zone information) 2.3 Shall secure and pay for any approvals, assessments, and charges required for the construction, use or occupancy of home. (existing mortgages, county code enforcement liens, HOA dues/restrictions, etc.) 2.4 Be responsible for all soft costs associated with any banking or lender related expenses pertaining to the Project. These cost are to include all soft cost; banking interest, closing cost, taxes, and potential warranty items. 2.5 Shall have contractual obligations to the CONTRACTOR'S subcontractors and shall communicate with subcontractors only through the CONTRACTOR. Changes If changes are desired by the OWNER, CONTRACTOR will advise the OWNER of the additional cost and OWNER will accept or reject the changes by signing a Project Change Order. IF THE CHANGES ARE ACCEPTED, THEY WILL BE PAID FOR PRIOR TO PERFORMING THE WORK, and the CONTRACTOR will be given reasonable additional time for completion of the changes. No OWNER authorized change in this Contract, nor in the plans, specifications, or any addendum shall be made or performed unless in writing, signed by both OWNER and CONTRACTOR. Oral request for additional work or changes shall not be binding on the CONTRACTOR. Page 2 of 4 (07(' . Owner's Initials Contract Document cont. Payment to the Contractor The Payments are to be made by the OWNERS according to the CONTRACTOR'S Draw Schedule, directly to the CONTRACTOR. All payments are to be issued to the CONTRACTOR in U.S. legal tender with no funds issued in out of state or country . hold" funds. The CONTRACTOR will provide to the OWNERS the County issued Certificate of Completion at the finishing of the Project. Payment in full to the CONTRACTOR shall be paid within 15 days upon receiving the Certificate of Completion. Draw Schedule to be as follows: 1 Permitting Obtained ...............................$ 2,500.00 2 Foundation Poured ................................ $ 7,500.00 3 Concrete Walls Completed ......................$ 7,000.00 4 Roof Dry -in ........................................ $ 7,000.00 5 Mechanical/Plumbing/Electrical rough -in.....$ 7,000.00 6 Dry wall completed ...............................$ 7,000.00 6 Final ................................................ $ 3,200.00 Contract Time Schedule The work to be performed under this agreement shall be commenced on or about May 25, 2012 and shall be substantially completed on or about 120 days after obtaining aU permits. If the CONTRACTOR is delayed at any time in the progress of the Project by any act or neglect of the OWNER or by any separate contractor employed by the OWNER, or by Change Orders in the Project, or by labor disputes, wildfires, unusual delay in transportation of special materials, adverse weather conditions not reasonably anticipatable, unavoidable casualties, or any causes beyond the CONTRACTOR'S control, or a delay authorized by the OWNER pending arbitration, the Date for Substantial Completion shall be extended by Change Order for the period or time caused by such delay. Substantial Completion is defined as obtaining Final Inspection. Termination CONTRACTOR shall have the right upon written notice to the OWNER, terminate this agreement and recover from the OWNER payment for all work executed, the CONTRACTOR'S fees earned to date, and for any proven loss sustained upon any materials, equipment, tools, construction equipment and machinery, including reasonable profit and damages. Page 3 of 4 Owners lnitials Contract Document cont. If the OWNER terminates this agreement with the CONTRACTOR, the OWNER shall pay the balance of the entire Contractor's fee within 10 days of termination. The OWNER shall assume and be liable for all obligations, commitments and unsettled claims that the CONTRACTOR has previously undertaken or incurred in good faith in connection with said work Contractor's Warranty The CONTRACTOR'S warranty is for one year from date of Certificate of Occupancy in Regard to defects in material and workmanship. Warranties on appliances, equipment, shingles, windows & etc. that are covered by manufacturers warranties supersede the CONTRACTOR'S warranty. The CONTRACTOR'S responsibility is to coordinate and supervise any necessary repair work for these items. There is no warranty that extends beyond this point. Arbitration All claims, disputes, and other matters in Question arising out of or relating to this agreement or the breach thereof, the OWNER shall be responsible for all CONTRACTOR'S attorney's fees, court cost and related expenses associated with the dispute. Acceptance of Contract I have read the above stated terms and conditions of this Contract and do hereby accept this Contract as a legal binding document. CONTRACTOR: /#-w- Michael Scott West (Pres.) M. S. West, Inc. Page 4 of 4 Date: Date: Truss Fabricator - Job Identification: Truss Count: Model Code: Truss Criteria: Engineering Software: Structural Engineer of Record: Address: Minimum Design Loads: ITW Building Components Group, Ir 1950 Marley Drive Haines City, FL 33844 Florida Engineering Certificate of Authorization Number: 0 278 Florida Certificate of Product Approval # FL 1999 Page I of I Document I D: I UN9408-Z 1226080306 Accu-Span Truss Company 36834CA ER01 ADD. -- 106 QUAIL RIDGE CT. SWORD, FL 4 Florida Building Code FBC201ORes/TPI-2007(STD) Alpine Softoore,Version 10.03. The identity of the structural FOR did not exist as of the seal date per section 61G1S-31.003(5a) of the FAC Roof - 37.0 PSF ® 1.25 Duration Floor - N/A Wind - 140 MPH ASCE 7-10 -Closed Notes: 11. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. The drawing date shoon on this index sheet must notch the date shown on the individual truss component drawing. 3. As show en attached drawings; the drawing number is preceded by: HC1jSR408 Details: BRCLBSUB-1401SEC1-GBLLETIN- Ref Description Drawing# Date 1 83533--A1 12178002 06/26/12 2 83534--A2 12178003 06/26/12 3 83535--B1 12178004 06/26/12 4 83536--B2 12178005 06/26/12 William H. Krick Truss Design Engineer- 1950 Mailey Drive Haines City, FL 33844 THIS DEG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR kJDVJ-/UANICKUN AUU. -- IUD LTUAIL KIUL7L L.1 . .iAKrUKU. rL - Al Top chord 2x4 SP #2 Dense Bot chord 2x4 SP q1 Dense :132 2x4 SP N2 Dense: Webs 2x4 SP #3 :W2 2x4 SP #2 Dense: 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 a) Continuous lateral bracing equally spaced on member. Deflection meets-L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. This design is based on lumber values in effect prior to June 1, 2012 and shall only be used on projects designed and permitted prior to this date unless specifically approved in writing by the building authority having jurisdiction, the building designer and the project owner. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection is 0.57" due to live load and 0.73" due to dead load at X = 14-3-3. Shim all supports to solid bearing. 4X10= 0.9 5N6 4X6= 4X6= 5X8= 1-2F14X6= 5 SS0712 = 0. 9 4X6 5X8= 1. 5X4= 1. 5X4 III a) 1 7 1' - 8- 12 I 5X8= 7- 11-11 24- 0-0 Over 2 Supports R= 889 U=110 W=3.5" ioIEmamup'n R= 889 U=117 W=3.5"Ar Design Crit: FBC201ORes/TPI-2007(STD 'T •" XA —c PLT TYP. 18 Gauge HS,Wave\R FT/RT=20%(O%)/1O(0) R 3.11.0209 21 1 9 FL/-/5/-/-/R/- Scale=.3125"/Ft. WARNING';,, READ AND EOLLM ALL NOTES GN THIS SNEETI • 0. S IMPORTANT•• FURNISH THIS DESIGN TD ALL CONTRACTRIS INCLDDIW INSTALLERS. : Zc LL 20.0 PSF REF R408 - - 83533 Tru.N• r.qul r. ..u..• .... In ........1„D, M,W unD. .nlpyl IMtall 1 f tell« tM bU.c ee1tlM er •CSI 111e11el,q Ce nt Seretr In'forrtlm. by .ne nG) f [T : TC DL 7.0 PSF DATE 06/26/12 K.ctic« plot to «r/M•I,p tlr« rmct l.M. IMta br• •hell yf«1« t.e«r.ry Dr«I,ID RCS(. • Nnl.s. mtW OC I«, t« errs .n.11 M» rr.Mrlr .ttmtn 9c ter.I .1. InD ..a «cc eroro T O BC DL 10.0 PSF DRW HCUSR408 12178002 MII n... • ero«rlr I-- rl•,e CMIInD. LCt .t — ter p.r«Mnt LCNN r«VMn f 1 MII—.r-.. a IMt•II« yr •CSI •KtIeM RD. 87 er BID. .. .ypl lt.e l•. • ALPINE ITS S.. 1.1.9e.yaMn1. Dr. Iro. ,IT..GG> .MII Mt « r«P_..l. rot .yen ,.tl« rr« t ' few BC LL 0.0 PSF HC-ENG DR/AP ry. hllur• w .idle w cr»• In conrerrM. .IN ANSI/?I 1. Or rot Mnel 1p. •nlpel np, IMtsl 1 %IE`t 1 • •• a r.elp . r e.,nw. Aeelr el.e« eo ..en r.e• or erw• .,a Ne•lu.n •. .Ian ..o...ro « cM x •4••n.••e• (•s` TOT. LD. 37.0 PSF SEQN- 300741 O.011.. . nl«. roc« otMr.l«. R.r.r to •r«I.D. ISM-Y rM •u,r.re el... a«Iclm•. Awl w yr•. eorlen lty or is tnlIM,uc««....- 1 eBMJdin LOHP•fb CFDYPAC. ,or1wley«.•l«/ONa. , trA m .m. ,DUR . FAC . 1.25 FROM SOY Rurle,n• D«, DM«r ANSIMIS I S.2. Fornor1m7Haines Ciq,,FL 33844 •.Mr. l Mt« e.v. ITS-IICD ....It..eD.e Tn:.e..toln.t.ero: SICA. we..xlM.trr.em. 06/26/2012 FL COA NO 279 Ice. SPACING 24.0" JREF- 1UN9408_Z12 le.«r...r• THIS DOG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k30J3-/l6ADCKVN NULr. -- IV0 LrUrSIL TII VVC l.l. anlNr lrnl., rt_ - nc/ Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 See DWGS A14015ENC100212 & GBLLETIN0212 for more requirements. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Fasten rated sheathing to one face of this frame. This design Is based on lumber values In effect prior to June 1, 2012 and shall only be used on projects designed and permitted prior to this date unless specifically approved in writing by the building authority having jurisdiction, the building designer and the project owner. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Truss must be installed as shown with top chord up. Shim all supports to solid bearing. 0.9 8-10-13 5X6= 0.9 23-4-0 Over Continuous Supportle '! R=74 PLF U=9 PLF W=23-4-0 uwmlMlpw rrh RL=2 PLF pI TA H. Note: All Plates Are 1 .5X4 Except As Shown. c,•••GE ds•.e'Q/ ,, `* Design Crit: FBC201ORes/TPI-2007 STD J F ' PLT TYP. Wave\R FT/RT=20% O% /1O(O \ b3. 1.020 .21•'. 4 : 1 FL/-/5/-/-/R/- Scale=.3125"/Ft. WARNING- HEAD AND FOLLO• ALL NOTES ON THIS SNEEI • INPODTANT" nnNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS O. O$ i TC LL 20.0 PSF REF R408 - - 83534 Tr etas roqulro oatror nr• In f... .t Hq•, M,el llp, on. pinp. IMnll lnp .rot ...... .lor td .M f011r tr bna b...., er KSI (wllol,q ^..--.d Lbty Inr.rrtlon. by TI a.a Tu) 'to ; TC DL 7 .0 PSF DATE 06/26/12 pro tic prior to yor, line try r tlons. IMt•llors ono., provloo t.rerery .re % I T IInIM. Mtod etn•rsl». top cnaro ona11 — oreparly attotn•• —m-rol o-6.9 ono .ot crrd• BC DL 10.0 PSF DRW NCUSR408 12178003 oMll MM • ecpr.porly •ctocnoo HpiO —11,1 9 L000uono tls.n for rroo— I•c•r•I rrKH of ••kMnMwerinpIMnlloorrKSI — 1— u 1— . RTer 010. .. oppll000l.. A ALPINE In Rol ldlnp CereMnto Grol,p IK. uT•KD) .MI I not r r..p.Mlel. r.r .ny do 1.tlon rrr 1 BC LL 0.0 PSF HC-ERG DR/AP ony falll, r• to p,l ld cM tr..o In eonforrMo alto ANSI/T/I 1, or Ior MMllp, onlp.lnp, IM L . or— 1p Or trV•a•.. Apply plats t• Men lot. er to .r po.ltlon .. anea..ew..m r tr %,. •p•• TOT. LD. 37 .0 PSF SEQN- 300799 Do- n.. , miss rtad ot-1— Rorer to drminpf 1EDA-2 for --ro Nate potlLI ons. A s•o1 h •bnof• 9YIId1 CO Mllb OrOU ne. Ors l„ p Or — pap. Ilst lip -1. dr•olro. Indl Htos rtrtem. Of ...... . .p lnrrl,q -/` C YTy Nlpo i rr.otM l.l.. ty .elely for u. e..Ipn e1Owr. Tn. wl[ooI11tY .r .. or NIs rslw War any stfeeI— Y/ONA DUR. FAC. 1.25 FROM SOY tM r• oparol.I, it, or tn• Rullolnp Detlpnor rr ANSI/Till t S•t.2. For r • inforrtlon • 7n1e r HairwsCfty,FL t33944 p•Mr.l et.t pep.. ITV -KG ..e.ltootp.er: T I •r,tpinst.erp; NTu .:o ooc—otry.eor.: E 06/26/2012 SPACING 24.0" JREF- 1UN9408_Z12 FL COA # 0 279 ice: .............. 9 THIS DEG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 3693-/GAMtR0N ADD. -- Tub UUAIL RIUGt G1. SANVURU, hL - bl) Top chord 2x4 SP N2 Dense Bot chord 2x4 SP N2 Dense Webs 2x4 SP #3 140 mph wind, 15.00 ft mean hgt. ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. Truss must be installed as shown with top chord up. This design is based on lumber values in effect prior to June 1, 2012 and shall only be used on projects designed and permitted prior to this date unless specifically approved in writing by the building authority having jurisdiction, the building designer and the project owner. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live -and L/180 total load. Creep increase factor for dead load is 1.50. 1.5X4= 3X6- 8-0-0 1-3-0-J Le 12-8-0 Over 2 Supports R=547 U=107 W=8" ''aauwl„l uu•n,, R=445 U=58 W=3.5" Y Effective Contact) f" H, Design Cr i t : FBC201 ORes/TP I -2007 (STD 'Or GE SF• •. ` PLT TYP. Wave\R FT/RT=20%(O%)/10(0) 1.03.11.02 21 -:9 FL/-/5/-/-/R/- Scale=.5"/Ft. EARNING•• READ AIm roue ALL MOTES ON THIS SHEETI ep + s TC LL 20.0 PSF REF R406-- 83535IIVORTAMT'• MNISN THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS IS 4• Op 1 TroeNe r•p,lr• ••tr• t•r• In fNrlutl,y, N,bll,q, Y,1 pIro, IMt•II Iro •,a .ree l,q •f•r t. en. rellp. tn. Lt.a .eltlen er RCSI (R.—.m Gape,_nt 5•ray Inr.rvtl ey T I .b WCA) r*I+ . TC DL 7.0 PSF DATE 06/26/12 preetlee• odor to p-rror-IIID %e ,S flpletldn Imull•r• • 11 prwle• L•.eer•ry p sSro - SIR Unlo• net•e Ctner lee. top oner- enell "e pr•perly •tL• R t-r•I .n- I'D •ne eet pnerlR BC DL 10.0 PSF DRW HCUSR408 12178004 n•n n•v • preps ly •tt.enw rlyle t•ulro. Let•tlen. uIe-n r-r p•rr,.nc I•nr•1 r•ecr•I sA Tle S T O Q eNll N•e er•olro IMt•Ilb Mr RCSI ..etlor. p. 97 or .10. .. •ppllWl.. • v ' BC LL 0.0 PSF HC-ENG DR/APALPINEInR"11-I,p Cu•o, Greop 1no. (ITRRC6) •NII net a re•penelUl• for •,yr a 1•tloe rre- 1 w i q r.l lur• is sell. tn- trl,-. In eenrer rC• •Itn ANSI/1P1 1, or Ix —11"' enl plro, Ins ^_ er.e l,q er tre..... Apply pl.t•• to .Kn rt. .1 tre...n- pe.ltlon ., .Ie.,, .Rei,..,r en tn. ... e.•••G t1 TOT. LD. 37.0 PSF SEQN- 300802D- I., unl•ff m[w ocll•r•lu R•f.r to Or..l„ye T.O-i rpr •t.-- plat• pm lclene. A •••I aulldinpC0r.*0nRrTUGTDup n,. pr..Iro er ... ..R- 1btl,q role prw Ineleettl eeegt•nee of prof••Nenel e„yln••rlro r n/ 0ly N , DUR. FAC. 1.25 FROM SDYrHeen•Ie111ty Sty - rer tlr o••lon • 9mr Tr• Wlteel llty ens e i 0I NI• e••IOn for •ryr • hIS, J y ep•n•Ielllty or tM ReIIaIro De•Ipr r Mr AMSI/T 1 1 S•e 2 For -ol• Inror-•tlon ••• tTn1• Joe' r Eseiy; Fl -33844 D ne:&1 et•e page: ITR.RCG: .--.I mg o T I: ---.tpin•c.p.y..Iu• tl p •try..o. ppA 06/26/2012 SPAC I NG 24.0" JREF- 1UN940B_Z12FLCOAMOMICC ... .....r..e.• THIS DR, PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR kJDyJ-/L,ANICKUK AUU. -- IUD QUAIL KIUUC 161. JAKrUKU, rL - DLJ Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Left cantilever is not exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. Truss must be installed as shown with top chord up. Fasten rated sheathing to one face of this frame. This design is based on lumber values in effect prior to June 1, 2012 and shall only be used on projects designed and permitted prior to this date unless specifically approved in writing by the building authority having jurisdiction, the building designer and the project owner. Wind loads and reactions based on MWFRS with additional C&C member design. See DWGS-A14015ENC100212 & GBLLETIN0212 for more requirements. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Shim all supports to solid bearing. 0 ME I WE 0 L9 Is N N N , FIB, ORION SHIMMERING 0.9 LC-1-4-0- P--" Le 12-7-0 Over Continuous Support R=90 PLF U=14 PLF W=12-0-0 IIIIIft RL=3 PLF 00 ` P H. 4%0 Note: All Plates Are 1 .5X4 Except As Shown. AsP Design Crit: FBC201ORes/TPI-2007 (ST %v.••``•11•sPLTTYP. Wave\R FT/RT=20% O%)/10 0 •b3"299.21•:_'O)IY:1 FL/-/51 DARNING" REAO AND FOLLOR ALL NDTES ON THIS SHEETI •• II@ORTANT•• FURNISH THIS DESIGN TO ALL COMTRACTORS INCLWIND INSTALLERS. Trwwe ,••„v «ire ur• In gar,uel • rel Iw tM letwt ee ltlon of RCSI (Rullel n• roro^InD, wlpl„D, IMt ll Inp •ro .,w lnD Re1•r ero q Ce;elr t Safety Inforrt,on, .y IN all. •TCA) or p."y a,—..— odor [o patt.—IM tL,•N fuKtlon•. IMtell•re .roll Prwlr [ator.ry . —..o C IM1090 npt.tl OC 100. W eroro •.ell roue P,ewrly ottatlNe atrut Wrol a.a.t.l,lD a .n ero,r roll Nv • properly ett-bee rlDle CelllnD. Leutl....row ror Perri.. ....... rwtr .f roll ror. Oreel np IMuI.- pe, RCSI —tl— RS. 97 or 610. .. •pellcab... A ALP I NE In wl.= Ca po.n1. Group Iro (ITUM) —11 Mt r r.eppMl.l. far any ewbtlw f ny bllura LO tw 110 tro true. In Conro,•.ro• .Ito AYSI TI 1. Or IO, Nrollnp, wlpal„D. IM I'D N trusty. Apply Pletw to •eon fw- of tr,.. — pooh... w .row a.ar. •ro w ero 1 Date11•. WIN• roc•........ Rotor t0 erwln0. 16GA-i for •burro plot • er lt,oM. A .w erw lnp Or .Fret Pape Ila l„D [.le @wlnD, Iro 1paN .eewteroe Of ProfMa-- enDIM•rII. BWldiny COfllpOM)d• Gf•up OO. rweae•,.,1lty r,•,y ror w —,Dn .IrI.. Tla r,lt..11ILy ••• ,.a..1 t.le reI ror Y• p, .µ •arlitu 1. 1eiRaC71)' F7 33• iM r..ao.l.11,ty •f tl. R lleln, Dw1DMr Per ANS1/"I 1 5.p.t. For w Info .orlon T.1• Je Daroral rota papa; ITN -KG: w•.I l; cal . T I: we tp1Mt.-rD. RCA eeeln atry.ee.: FL COA NO 278 ICC. aw. l_:". -rD 1 v E, 00006/26/2012 TC LL TC DL BC DL BC LL TOT.LD. OUR. FAC SPACING B-0-0 R/- Scale=.5"/Ft. 20.0 PSF REF R408-- 83536 7.0 PSF DATE 06/26/12 10.0 PSF DRW 14CUSR408 12178005 0.0 PSF HC-ENG DR/AP 37.0 PSF SEQN- 300777 1.25 FROM SOY 24.0" JREF- 1UN9408_Z12 CLB WEB BRACE SUBSTITUTION THIS DETAIL 1S TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS 70 T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 I ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4( 2X8 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6( T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. f,) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T-BRACING OR L-BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE. ATTACH WITH lad BOX OR GUN 0.128'x 3.',M1N) NAILS. AT 6' O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH lad BOX OR GUN 0.128'x 3.',M]N) NAILS. AT 6' O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH H. WARNING-- READ AND FOLLOW ALL NOTES ON THIS SHEEII usses requrt t.trent core in fabricatnp, handlnp, shppnp, nstolltnp and bro—Q. Ptfe to a folio• ICSI (11.lolng Conponant Safety Information, by TPI and W7CA) for sofetr practices Io, perfarnng these functions Installers still pr 00 tehWfiry bronng par IC SI Unless led O iher.ise. top Chord Shell have properly atteChtd struCturol panel! and bolt ' chard i 1 properly et toched rgld Celnp Locations Sham for pernantnt lateral restront of .ebs o . bI ns taped per AM sectwns B3 L 97 Set this job's pentrat notes page for rare orno INPORTANI•• rMNISH COPY Of THIS DESIGN 10 INSTALLATION CONTRACTOR IIW Buldag Corponems Group Inc. fIIWLCG) shall not be responslblt for any devlatbm Iran o4 Bukke Components Group lam. design, any fadurt to -Ad the buss In COMar--. .Ith TPI, or IObri[Ot,np, hanW,ng, slip , rnstalI4Lbrocegof1—stes. IIWBCG connector dotes are node of 20/18/16GA wll/S/K) A N Arad! 37/40/60 (N/V/N.$) pal v. steel Apply dales t0 each fete Or truss, poslNoned as sho. ono on Joint De toss. A seal On this dro•ing or Cover poor kidicotfs acceptance and professbrol engnerrNlg responsb solely for the truss Component design sho.n. The Wt.bllty and use of this component for any bWtAng Is the respordbli,ty of the /usd.g Designer per ANSI/IPI 1 Ste. 2. ELM CDT, MO SUMS ITW-K& ...,t.bcgcml 1PD •.•.tpnst.ton, VICA- ... sbc.ndustry,con, IM ...xcsofeorg 1 T-BRACE OR L-BRACE T-BRACE L-BRACE SCAB TC LL PSF Tt DL PSF BC DL PSF BC LL PSF TOT. LD. PSF REF CLB SUBST. DATE 1/1/09 DRWG BRCLBSUBO]09 DUR. FAC. SPACING Gable Stud Reinforcement Detail ASCE 7-10: 140 Mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or- 120 mph Wind Speed, 15' Mean Height, Partially Enclosed. Exposure C, Kzt = 1.00 Or: 120 mph Wind Speed, 15' Mean Height, Enclosed. Exposure D, Kzt = 1.00 Or- 100 moh Wind Speed. 15' Mean Heloht. Portioliv Enclosed, Exposure D, Kzt = 1.00 S 2 x 4 Brace Gable Vertical Spacing Species Grode No Braces 0) tx4 'L' Brace • 1) 2,4 'L' Brace • 2) 2x4 'L' Brace th 1) 2x6 'L' Brace r 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B S P F pl / 02 4' 3- 7. 3- 7' 7' 8' 7- 8' )1' 10, 3' 10' 8" 13' 6• 14. 0- 14' 0' 14' C' n3 4' I' 6' 7' 7' 1" B' 6• 8' 10' 10' 1' 10, 6' 13' 4' 13' 10' 14' 0' 14' 0' U O HFrl stud 4' 1' 7' 2• 7' 5' 8' 6" s, 10• 10' 1' 10' 6- 13' 4- 13' 10' 14' 0' 14' 0' Stondord 4' 1 6' 11' 7' 5' 8' 6' 8' 10, 10, 1' 10, 6' 13, 4' 13, 10" 14' 0' 14' 0" Q1 J d of S P D F L p1 4' 4' 7' 4' 7' 7' 8' 8' 9' 0' 10' 3' 10, 8' 13, 7' 14, 0' 14' 0' j4. 0' 42 4' 3' 7' 3' 7' 7' 8' 7' e' )1• 10' 3' 10, e' 13, 6' 14' C' 14' 0' 14' 0' 43 4' 1- 5' 11' 6' 4" 7' 11' 8' 5" 10, 1' 10, 6' 12, 5' 13, 3" 14' C' 14' 0' Stud 4' 1' 5' II' 6' 4' 7' )1' e' 51 10, 1' 10, 6' 12, 5' 13. 3' 14' 0' 14' C' Stontlord 3' 11• 5' 2' 5' 5' 6' 10' 7' 4- 9' 3' 9' 11' 10, 9' 11' 6' 14' 0' 14' 0' U SP F pt / 42 4' 11' 8' 4' 8' 8' 9' Io' 10, 3" II' 8' 12' 2' 1 14' 0' 14' C' 14' 0' 14' 0' 3 4' 8' 8' 1' 8' e' 9' 8' 10, 1' 11' 7' 12' 1 • 14' 0' 14' 0' 14' 0' 14' 0' J O u FHl Stud 4' 8' 8' 2' 8' 6' 9' S. 10, 1' IV 7' 12, 11 14' 0' 14. 0' 14, 0' 14, 0' Standard 4' 8' B' 2- 8' 6' 9' 8• 10, 1' 11' 7• 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' P 8' 8' 9' 11' 10' 3' 11' 9' 12' 3' 4' 0• 14' 0- 14' 0- 14' 0" k2 4' 11' 8' 4' 8' S. 9' 10" 10' 3• 11' e" 12' 2' 14. 0' 14. 0' 14' 0' 14' C' q3 4' 8- 7' 3- 7' 9' 9' 8' 10' 1' 11' 7' 12' 1- 14' 0' 14' 0' 14' 0' 14' 0- IDFL Stud 4' 8' 7' 3' 7' 9' 9' 8' 10' 1' 11' 7' 12' V 14' 0' 14' 0" 14' 0' 14' 0' Standard 4' 8' 6' 3' 6' 8' 8' S" 8' 11' 11' 4' 12, 1' 13' 2' 14' C' 14' 0' 14' 0' p1 / 42 5' 5' 9' 2' 9' 6' 10' 10' 11 3" IV 8' 1 13' 5' 1 14' 0' 14, 0' 14. 0' 14' 0' d h d l 0 S P F L Fl p3 5' 11 9' 0' 9' 4- IC' 8' IV 1- 12, 9' 13' 3' 14. 0' 14' 0' 14' 0' 14. 0' Stud 5' V 9' 0' 9' 4' 10, 8' I1' 1' 12' 9' 13' 3' 14' 0• 14, 0' 14' 0' 14. 0' Standard 5' V 9' 0' 9' 4" 10' 8' II' 1' 12, 9' 13' 3' 14. 0- 14. 0' 14' 0' 14' 0' P it1 5' 6' 9' 3- 9' 7- 10, 111 11' 4' 12, I1' 13' 6' 4' 0' 14' 0' 14, 0' 4' 0' 12 5' 51 9' 2' 9' 6" 10, Io* 11' 3' 12, ll' 13- 5- 4' 0' 14. 0" 14' 0' 14' 0' li 3 5' I' 8' 4' 8' 11' 10, 8" 11' 1' 12, 9" 13' 3' 14' 0' 14. 0' 14' 0' 14' 0- F L StudStud 5' V 8' 4' 8' II' 10' 8' I1' 1' 12, 9' 13' 3- 14' 0' 14' 0- 14' 0" 14' 0' Stondord 5' 1 • 7' 3' 7' 9' 9' 8' 10' 4 12' 9' 1 ) 3' 3' 14' 0' 14' 0' 14' 0' 14' 0' tLAbout) able Truss Diagonal brace option, vertical length may be 4. doubled when dogonol brace is used. Connect diagonal brace for 4504ateachend. Mar web Br total length is 14'. 2.4 DF-L h2 or better diagonal tl Vertical length shown brace, single in table above. 145• Or double cut Lupper as shown) at end. Connect diagonal of midpoint of vertical web. ReFer to chart WARNING,-- READ AND FOLLOW ALL NOTES ON THIS DRAWING- INPORTANT•• rURN1SH THIS DPAWING 10 ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses reaulre e•trene core b, fabr,coling, horoing, Shipping. InSt011ing entl br.Cng 11 10fdla. the to test edition of SCSI tB,Jldog Conponent Safety Information, byand and WIC., r t practices Or bf to pelf Of Nng these functions. IMtollers shall provide temporary bfaClio Unllsi rot ed of her.lse, top chard shall have properly attached str.Ctur al sheOthhg and t chard shall hove a properly attached rigid ceing, Locations sha.n (Or O"n"'"t lot Hai strl or webs Shan have bracing installed per SCSI sections 03. 07 or BID. os applkode. Apply p teSITYeachraceoftrussantlposnionasshownaboveandontheJoniDetoAS. unless —old Oth .r BWlding Compomm s Group Inc. Refer to dro.ings 16DA-2 for standard plate Positions ITV SuadwV Components Group Inc small not be esaons,de for any deviation from this dra. f anure to bold the truss In conrorroncf .Ith ANSI/TPI 1, or for horWl". shipping, mstolla tbn brocing of trusses. A seal on this dr..ng ar cover pogo Iistihy this drawing, indicates acceptor of professional engb,eering responsblity solely for the design shO.n The suite Wllty and use of dro.ng For any Cvonuclvrw atresphlyoftheSuldnpD..V.r per ANSIfTPI 1 Sec 2. EsM City, MO M45 for more informollon see this job's general rotes page and these .rb sites, 1TW1CG .w.. t1begcom. TPI, ... tpinstorgl WICA w.w.sbcindustry.orgl ]CC. kcsafe.Org 1 t h. Bracing Group Species and Grades: Group A: S ruce- Pine-Fir Hen -Fir 111 / h2 Stondord M2 stud a3 1 Stutl 1 03 Stondord Dou los Fir -Larch Southern Pine••• 413 h3 Stud Stud Standard Standard Group B: Hen -Fir hl S Btr 41 Dou has Flr-Larch Southern Pine••• hl sl h2 h2 1.4 Braces shall be SRB (Stress-Roted Board) For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress-Roted Boards. Group B11 values maybeusedwiththesegrades. Gable Truss Detail Notes: Wind Load deflection criterion is L/240. Provide uplift connections for 55 plf over continuous beoring ( 5 psf 7C Dead Load). Gable end Supports load from 4' 0' outlookers with 2' 0' overhong, or 12' plywood overhang. So. Pine lumber design values bosed on the ALSC January, 2012 rulin Attach 'L' braces with IOd (0328'00' min) nods. r. For ( 1) 'L' brace- space nails of 2' Oc in IS' end zones and 4' o.c. between zones. For (2) ' L' braces space mils at 3' o.c. in IS' end zones and 6' o.c. between zones. L' brocing must be a minimum of 80% Of web nenber length. Goble Vertical Plate Sizes Vertical Length No SPIT e Less than 4' 0' I%4 or 2x3 Greater than 4' 0% but 2.5X4 less than 11' 6' Greather than 11' 6' 3x4 Refer to common truss design for peak, splice, and heel plotes Refer to the Building Designer for conditions not oddressed by this detoil. REF ASCE7- 10-GABI4015 DATE 2114112 DRWG A14015ENC100212 TOT. L D. 60 PSF 2 6/ 2012 MAX. SPACING 24.0' T Reins oMenk Go Tr Gable Detail For Let -in Verticals Goble Truss Plate Sizes ppropriote ITW gable detoil for e sizes for vertical studs. Engineered truss design For peak, b, and heel plates. vertical plo tes overlap, use a to that covers the total area of lopped plates to span the web. 2X4 2X4 4 2X8 rrovtoe connect,ons tor upbtt speclrleo on the engineered truss oestgn. Attach each 'T' reinforcing member with End Driven Nails; 10d Common (0.148'x 3.',min) Nails of 4' O.C. plus 4) nails in the top and bottom chords. Toenoiled Noilsl 10d Common (0.148'x3',min) Toenails of 4' O.C. plus 4) toenails in the top and bottom chords. This detoil to be used with the appropriate ITW gable detail for ASCE wind load. ASCE 7-98 Goble Detoil Drawings A13015980109, A12015980109, A11015980109, A10015980109, A13030980109, A12030980109, A11030980109, A10030980109 ASCE 7-02 Goble Detoil Drawings A13015020109, A12015020109, A11015020109, A10015020109, A14015020109, A13030020109, A12030020109, A11030020109, A10030020109, A14030020109 ASCE 7-05 Goble Detoil Drawings A13015050109, A12015050109, A11015050109, A10015050109, A14015050109, A13030050109. A12030050109, A11030050109. A10030050109, A14030050109 ASCE 7-10 Goble Detoil Drawings A11515ENC100212, A12015ENC100212. A14015ENC100212, ZAt 100212, A18015ENC100212, A20015ENC100212. A2001SENDI #!Oj 112A11530ENC10D212, A12030ENC100212, A14030E CI 2f D A18030ENC100212, A20030ENC100212, A200 1 •ice=•Cp, 1 See appropriate ITW gable tletoil for maximsoiskoki, T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe-noll - 0, - End-noil To convert from 'L' to 'T' reinforcing members, multiply -7- Increase by length (based on appropriate ITV gable detoil). Maximum allowable 'T' reinforced gable vertical length is 14' From top to bottom chord. T' reinforcing member material must match size, specie, and grocie of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace Example) ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 Ft. Kzt = 100 Goble Vertical = 24'o.c. SP R3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 130 1) 2x4 'L' Brace Length = 8' 7' Maximum '7' Reinforced Goble Vertical Length 1.30 x 8' 7' = 11' 2' T' ReinF Mbr. Size T' Increase 2x4 30 2x6 20 WARNING'•• PEAD AND rCILLOW ALL NOTES ON INIS DRAWINGi i - • - L 1NPOPIANT•• rLRNISN TNIs WAVING 10 ALL CONTRACTORS INCLUDING THE INSTALLER$ is S REF LET -IN V E R T 0. 708 1 Truss, require e.trene core n robrlcoting. hondling, st.ppoV, hstolbng and bracing Re I. o#d • ' DATE 2/16/12 rasp. the latest ration or IICSI (DWICIing Conponent $ofSty Infornotion, by IN and VICA) r orally pro ctices prior to plrfpr theta funC dons. Inatoilers shall provlde ten ror bract S RUnlessnotedothernse, topchard shall hole Property attached structwalps eotiaig and ton DRWG GBLLETIN0212 Chord shall have a properly attached rigid ceRng. Locations Stop- for permonent lateral itroln or .ebs stroll have brOCIAC Installed per SCSI sections 83, e7 or 810, as applicople Apply pl es }p S T O loch tote or truss and polinoon as sho•n above and on the Joni Dttols. uMess noted oth I •• BWding CorrlpoMrib Group Inc. Rorer to dra.hgs 160A-2 for standard plate positions. A [r nW hAdi•g eoroonents Group Inc. snail not be esponsime far any devwtdpn ream this droll d 1 • {` MAX. TOT. LD. 60 PSF ropure to buld the trust h conformance .ith ANSVTPI I, or for hording, fhipplrg, hstell•tion l ••a•N•tt %a.•• br...no of truces. A seal on ins droving or cover page tist.Ig trod, droonn ndtetrs occepte n or Proresslonol engineering responsmhy early ror the design eho.n the wnanslty ow vse or t t7so M 2 DUR. FAC. ANY dranng ror shy ctruc lure a the responsibibty or tM guidrp Dsfngner per ANSI/UPI 1 $se2. Earth Gry, MO ODD45 for Wore into rmo tlon see this job's general notes page and these .eb snlefn MAX. SPACING 24.D' IIWBCGI .•.It•bcgcont TPb ...tpinslorg. WTCA, .-Slaclndustryorg, ]CC- ..•iccfore.or 06/26/2012 ALWAYS SET TRUSSES PER LAYOUT AND ENGINEERING THAT ACCOMPANY THE TRUSSES AT DELIVERY Refer to truss engineering to verify all girder ply quantities and required nailing/ bolting pattern. 22'8' I1'4' 8-0-0 BRG. 14 10-6-15 5R3. VERIFY ALL DIMENSIONS, WALL HEIGHTS, BEARING CONDITIONS, NOTES, ROOF AND CEILING CONDITIONS PRIOR TO CONSTRUCTION. THIS LAYOUT SUPERCEDES ANY PREVIOUSLY RELEASED TRUSS LAYOUTS FOR THIS PROJECT. CREL: 0(o/25/12) REVISON: LOADING CRITERIA TOP CHORI D LIVE LOAD Oo.S.i. TOP CHORD D=AD LOAD p.s.;. 30T TON C=;OIIRD LIB/_ LOAD Op.s.i. 30TTO i CHORD DEAD LOAD G+.Ss. TOTAL LOAD p.s.i. Du2A T ION . ACTOR _ E WIIND T —'ND AR mon. WIND a: E=D — BUILDING E'/„05uE BUILDING T YPE NOTE a IS THE RESP"IBILIYT OF THE BUILDMG DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR AND/OR PLU'MMG (AND THEIR COMIECTIQNS) IN TRUSS SPACE MJST BE DIAGRAM9E0 BY BUILDER ON APPROVED MASS LAYOUT PRIOR TO FADRIC:ATIOK THIS COMPANY IS A TRUSS MAIiFACTURER U NOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WICA I-IM 'DESIGN RESPONSIBILITIES'. ACCOIDMGLT, IT DISCLAIMS ANY PEOP"IBILITIES AND/OR LIABILITT FOR THE CONSTRJCTION DESIGN. DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. 09 09 TYPICAL TRUSS END WARN INCT CONVIMICNAL FRAMING, ERECTION AND/OR PE;IMANENT BRACING I NOT THE RESPONSIBILITY OP THE TRIO DESIGNER, PLATE MANPACTURER OR TRUSS MANFACTURER PERSONS ERECTM TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECT CH BRACING WHICH IS ALWAYS REQUIRED TO PEEVEM TOPftMG AND DOMMOING DURING ERECTION. AND PERMANENT BRACING WHICH MAY BE REQJIRED M 6MCIFIC APPLICATIONS, SEE 'GUIDE TO GOOD PRACTICE FOR FL4?IDLII6. NSTALLMG. RESTRAINING a BRACING OF METAL PLATE C-0NECTEO WOOD TRIMS:ES RECOMMENDATIONS' BCSI 2906) POR FLRTHER (FORMATION TRJSSES SHALL BE INSTALLED IN A STRAIC"T AND PLUMB POSITICK UMERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CIS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN TfdL 6 MALL BE HANDLED NITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN VERIFY SPANS, PITCHES, OVERHANGS, ELEVATIONS, EI BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. THE TRUSSES WILL BE BUILT IN ACCORDANCE WITH THIS LAYOUT' APPROVED BY: DATE: SCOTT WEST CAMERON ADD. 10(0 QUAIL RIDGE CT. 6-25-12 TH UOIB3 TH.E.RMAI-TRtJ THERMA TRU DOORS 110 1M01I.T111A6 OR.. 6069M 0M, OM 49e17 Premium Series" and "benchmark by Therma-Tru" 08' SINGLE AND DOUBLE OPAQUE On GLAZED PANELS W/ & W/OUT SIDELR ES INSWING / OUTSWING STEEL DOOR General Notes 1. Thts pro" amhWV dawhlg has been developed In compOance wRh the 2DIO P&M ang Code IFSC) excWn9 the likah Velocity Hunlcane Zone". See the Celftatlon Agency CettMlcate lar sores. spectkattorls and rallngs. 2. Product anchors shop be as Osted and spaced as shown on defolls. Anchor embedment to base maierlol shall be beyond wall dressing, stucco, foam, brick and other wag coverings. 3. Wood screws Mal be htaged fdWAV instigation InshucRoro of AM/ AF&PA NDS 2ODS. AD other fastener types to be Installed fogowing fastener m0md0ctoreh instagatlon watructlons. 4. Fastener embedment deptln, edge distances and centeacenter dstances shag be as specified by the WWI monufocttm but in no Instance shag they be less than shown In this drawing. 5. Where shims ore used, they must be a Vd / Stiff material that compges with the requkemenh of the 20I0 FBC. with this6. PosldettW and errnined by others for Specifc lobs n preme ecordo ts for nce with the GOV"rr C0d9. be 7. Site cons ti m not covered by this drawing are subject to Wher engineering anoWsis. tAlUE OF C0NIM SHEEFe Dfscw IDN I of elevottons, destpn pressures a genod notes 2 OWk 3 home 0nCh0 tnp 4 Fa me anchOrtng & b3 0 moWdS S EIDIMvd S vw" ao n setli- 6 V Ions r 1+ - IOS.SDrMAX ov13tALL fltAME WIDTH II3I ri it IF it il oft Fi, 1 1 4 1 3 B e 6 e e 6 8 DouBLE W/ Spam oxxo MAX DESIGN PRESSURE 65.0 -65.0 37.V MAX. O11 R IWIDTH 4 f; S • 1 I Ir`': it S 1 1 1 ii -_-Si SwGLE x MAX DESIGN PRESSURE 75.0 -75.0 DOUBLE xx MAX DESIGN PRESSURE 65.0 -65.0 Ed 6B.V MAX SwOLE w/ SIDELRES OX0 MAX DESIGN PRESSURE 65.0 -6S.0 S3.00' MAX OVERALL WIDTH J s s s r SINGLE w/$IDELIIE OX MAX DESIGN PRESSURE 6S.0 -65.0 LOCK HARDWARE h" A JIM KWIKSR SIONANRE SERIES LATCH Kwnarr SIGHA WRE SERIES M DEADRol i S a 0 0 z u aTe 2 21 12 3 rA1e N.T.S. 9 lea. er: JK o W en LFS 3 FL-15225.4-68 n SHEET or n IMASONRY 12X BUCK A 4• 4• 4. e• II I t II 4 I I SHOWNNFOR 1 MUWON J I ITYP. I I REFERENCE t SHOWN FOR I REFERENCE IIHEADt ds JAMBS I I SEE NOTE 1 II I B I 1 II I IhSTO FOR I I t REFERENCE II II t IIII IIII 1-- 4' --1 F — 4' y 4 t MASONRY OPENING TYP. MEAD JAMBS t ASTRACAISEENOTE1SHOWNFOR 2X BUCK REFERENCE t t t 1 1 f MASONRY / OPENING- 2X BUCK- 4d 4• 6 1 1- 4- II I 11 MUWON SHOWN R TYP. II REFERENCE HEAD" 1 ds JAMBS SEE NOTE 1 II II I I I I I I I I I I II MASONRY OPENING 2x BucK 4' 1 -1 A 4' 11 IkII MUWON 4 11 SHOWN FOR II Typ. II REFERENCE I HEADII II ds JAMBS I I SEE NOTE 1 II 11 1I II MUWON J ' II SHOWN FOR II II REFERENCE II II II II 11 1. 1/4• am Concrete screws OnChoft b buck require o mWmum I'doorance to mosww m Uges a 1-1/4•nrb'dmr$rn v embedment and o mWmum 4" clearance to ocpxerd 4concretescrews. SubslMulbn of eWat concrete screws from o different suPPbr may have dlRerent edge dBtance and OPEHIING TYP. HEADT tenter didonce requkemenk Concrete screw bcatbrss of the JAMBS curter• of muftn bcoft m, and at oshogd bcaHons may be SEE NOTE 1 odJlafed to maintain the mWrnmuedge dksce to mafar aml . n concrete screw bcatlons noted as'A/AK. ON C84W moot be o*afed to matnrab the ff&*mmn edge drsronce to 2X BUCK mortarJobnd, odeftnol concrete screws may be mquked to mate the madmum on center dknerulon is not exceeded. 12% buck mrn. S.G. k O-U. rL 8 V M c am 2 a A n Ll 4 D' 'E' C• 3' Tf i MULLION SHOWN FOR , _ REFERENCE A W/2X BUCK INSTAL AMON o e W/1X BUCK INSTALtAYM TYP. HFAD & JAMBS SEE NOTE 1 _ SEE NOTE 1 C: 0. E' VIEW C'- CgwLE OOOR W/SIOELITES p X IN PAIRS : am 1. 1/4' RW condsfs screws anehodn0 home and/or 0 rsqub o n*&wm 2- I/2•• cWm nce 10 masONy edges o 1• i/4'rtdnOnum embedment and a ndnYrxun 3' clearance to oo'Jocenfconcrete screws. subsHtutlon of equal concrete screws ham o different s 40W may have d) lfersn edge ata x:e and center distance requtremenh. Concrete screw locations at" comers, and of mullion locations, may be o*uated to motntoln the ff**m- edge d)storxro 10 mortar) ob11L M ooncrets screwlocatIoro noted as MAX ON CFVW must be oct)uotsd to mahfah the minimum edge distance to mO tas)DIryk oddlllonal concrete screws may be requied to ensure Me mordrnrn on center dimension Is not exceeded. 2. 3/16" OW concrete screws anchoring home and/or sire requie o mWmum "fir clearance to masonry edges, a I-1/4*n**num embedment and a min6nnxn 2-1/4' clearance to 04110cent concrete screws unless otherwise noted by concrete mew morwf0ctL4W. 3. The sldeft !s direct set Into fhe)Omb with (12) #8 x Y pfh• wood screws. There ore (4) at each verficol) omb, ham "top down of I= 31. 4L5- b 66'. There are (2) at the header of C ham Me ouNde comers of the home. There am (2) at the s01 C hom the ovhtde comen. 4. For optional sideft construction with stgpft sbsft Is dbeet set Into the 1076 with (4) lid X I-. V4" 16 go. stapler along each Jamb (6" from ends and equaOY spaced thereafter). C' V A' cu TMULLIONSHOWNFORsREFERENCE W/ 2X BUOK INSTALLAMN t 11X BUCK INSTALLADON y B JAMBS SEE NOTE SEE x 1 DETiVI• Y• D' A. siNGL DOOR W/SIDE N 14EW 'V-la' 9. ' A. A INSTAW BiSTNJAIT I To. MEAD 6 JAMBS SEE NOTE 1 - SEE NOTE 1 18 SEE - DETAIL • 1 B' A' SmLE DOOR VIEW 'A'- A* W/ 2x BUCK 2 INSTAllA710 W/ tx BUCK 11 ALLATp I SEE NOTE 2 DETAa ' 2• W I 2xALLABuTIOcKN 2W/1X BUCK 12 C IN SEE 1 SEE NM 1 1 DETAIL ' 1' 21 12 t H.T. S. r» JK • tr LFS ; I10 IIt i 15225.4- 68 n 3.6_ n E' c. 6' SEE NON SHEET 3 31 SEE DETAIL T-3. A SHOWERJ 1 MULLION 1 SHOWN REFERENCEREFERENCE1 ONLY 1 1 SEE NOTE 1 1 SHEET 3 x 18 18 I 16 3 I 1 I VON DOU9L_r DOOR t1 S BUCK SEE DETAIL J 1 W/2x BUCK @INSTALLATION h W/ix BUCK e o SHOWN FOTIORMEAD111YP. JAM RE 1 NLY REfEROE 1 SEE NEOTTE i I NLY DETAIL ET 3 SEE o SEE NOTE 1 1 SEE NOTE 1- SEE S1SHEETJ _ SH 1e 3 I 16 DEUIL 4 s s16EEA31J- 1 Item DESCRIPTION 1 x - Material gyp' 8 10 - 1 S YM 1 1 x n s rome 10 r O. W000 SCREW x2-112' LG- SCREW STEEL 4 1 4 x 2-3 4 P CO CONCRETE S bILLL S 1 x 1-3 4 ITIN PFH CONCRETE SCREW 9 1 4 x -J 4 ITW PFH CONCRETE SCREW STEELA=M 11 3 16 x 3-1 4 ITW PFN1214x3-1 4 ITW PFH CONCRETE SCREW 13 ORH5699Lp KMCONFFOORMING TO Coo TO ACI L 1 4 X 2-1 4 PFH ITW CONCRETE SCSTEEL HEADERJAMB 4.6 6 X 1.25 THERMA-TRU S PINE SO >0.34 3 4 THK. PRESSURE TREATED SIDELITE PAD 1 2 X 1 X 23 Qk CORRUGATED FASTENER r 'A' 14EW •E•-•E' 00LOU DOOR HEW 'A - A* ID ooara 0 W/2x BUCK 2 INSTALLATION W/1X BUCK a INSTALLATION 12 f C SEE NOTE 1 IV BUCK SHEET 3 INNSSTTALLA710N 3 1 W/1X BUCK 11 D DETAIL 't • INSTALLATION SEE NOTE 2 SHEET 3 DETAIL B ATICH ASTTRR40AL THROWBOLT AIKE $ NMEI C 1 DETAIL • 4 1 ii om 2 21 12 g M N. T.S. om IM JK as en LFS WAW kvj e FL- 1522A4-" a 2-1/7 MIN. FROM 2-1/2'MN. FROM MASONRY EDGE MASONRY EDGE IX SUCK INTERIOR I T\jaDjAM TOIXtp drownH* EXTERIOR 0A 79 d INTERIOR EXTERIOR INEADJAMA Towoociva" dawn BUCK INTERIOR EXTERIOR IrMAX MSFACE 1.1rMIN. 12Yad. MIN. rfp. W,OL SIDE JAMS Tag WMIOR MIN. FROM MASONRYEDGE ITYP-) I* MIN. FROM MASONRYEDGE— ffyp.l tMOR QMWR 1'3"\ HEAD TO 2, ft*" "*n c4m WMAX SHIM SPACE I.I.TMIN. EYA r$'\ ff Mt SW JAW Vyo"Wm— nwkvdown gi 2 21/2'MIN.fROM 2-1/TMIN.FROM MASONRY EDGE MASONRY EDGE TYp.) (TYP.) CM SFCM 2.1 /T MIN. FROM 2.1 /7' MIN. FROM f— MASONRY EDGE --—MASONRY EDGE + TYP.) (TYP.) qfiaM CWU SECTION In p carom= 2-1/7'MIN.FROM 2.1/TMIN.FROM MASONRY EDGE MASONRY EDGE+ TYP.) (TYP.) 2.1/TMIN.FROM • 2.1/TMIN. FROM MASONRY EDGE MASONRY EDGES- TMP•) ( TYP') S ON p eon on INTERIOR EXTERIOR t IE 2- 1/T MIN. FROM 2.1/T MIN. FROM MASONRY EDGE MASONRY EDGE + ITYP.) ( TYP.) a 2- 1/T MIN. FROM 2-1 /7' MIN. FROM f. MASONRY EDGE MASONRY EDGE 6 wwwow M s d or TAMKO BUILDING PRODUCTS A I Cill O>D IOSUOCI ms for ERITAcIr 30 U MIJIMM UP11MT SEING .SS Dallas, TX • Tuscaloosa, AL a Phillipsburg, KS • Joplin, MO THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. THIS PRODUCT IS COVERED BY A LIMITED WARRANTY, THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER. IN COLD WEATHER (BELOW 40°F), CARE MUST BE TAKEN TO AVOID DAMAGE TO THE EDGES AND CORNERS OF THE SHINGLES. IMPORTANT. It is not necessary to reprove the plastic strip from the back of the shingles 1. RM 0= These shingles are for application to roof decks capable of receiving and retaining fasteners, and to inclines of not less than 2 in. per foot. For roofs having pitches 2 in. per foot to less than 4 in. per foot, refer to special instructions titled "Low Slope Application". Shingles must be applied properly. TAMKO assumes no responsibility for leaks or defects resulting from Improper application, or failure to properly prepare the surface to be roofed over. NEW ROOF DECK CONSTRUCTION: Roof deck must be smooth, dry and free from warped surfaces. It is recommended that metal drip edges be installed at eaves and rakes. PLYWOOD: All plywood shall be exterior grade as defined by the Engineered Wood Association. Plywood shall be a minimum of 318 in. thickness and applied in accordance with the recommendations of the Engineered Wood Association. SHEATHING 130ARDS: Boards shall be well -seasoned tongue - and -groove boards and not over 6 in. nominal width. Boards shall be a 1 in. nominal minimum thickness. Boards shall be property spaced and nailed. 8. arream11 Inadequate ventilation of attic spaces can cause accumulation of moisture In winter months and a build up of heat in the summer. These conditions can lead to: 1. Vapor Condensation 2. Buckling of shingles due to deck movement. 3. Rotting of wood members. 4. Premature failure of roof. To insure adequate ventilation and circulation of air, place louvers of sufficient size high in the gable ends and/or install continuous ridge and soffit vents. FHA minimum property standards require one square foot of net free ventilation area to each 150 square feet of space to be vented, or one square foot per 300 square feet if a vapor barrier is installed on the warm side of the ceiling or if at least one halt of the ventilation is provided near the ridge. if the ventilation openings are screened, the total area should be doubled. IT IS PARTICULARLY IMPORTANT TO PROVIDE ADEQUATE VENTILATION. PA87 11 WIND CAUTION: Extreme wind velocities can damage these shingles after application when proper sealing of the shingles does not occur. This can especially be a problem if the shingles are applied in cooler months or in areas on the roof that do not receive direct sunlight. These conditions may impede the sealing of the adhesive strips on the shingles. The Inability to seal down may be compounded by prolonged cold weather conditions and/ or blowing dust In these situations, hand sealing of the shingles is recommended. To insure immediate sealing, apply 4 quarter -sized dabs of TAM -PRO' Premium SBS Adhesive or TAMKO Tam -Seal Adhesive on the back of the shingle 1 in. (25mm) and 13 in. (330mm) in from each side and 1 in. (25mm) up from, the bottom of the shingle. Press shingle firmly into the adhesive. For maximum wind resistance along rakes, cement shingles to the underlayment and each other in a 4 in. (102mm) width of TAM -PRO SBS Adhesive or TAMKO Tam -Seal Adhesive. Caution: Apply ONLY a thin uniform layer of adhesive less than 1/8 in. (3mm) thick. Excessive amounts can cause blistering of the shingles and may soften the asphalt in certain underlayments resulting In the asphalt flowing, dripping and staining. Shingles must also be fastened according to the fastening instructions described below. Correct placement of the fasteners is critical to the performance of the shingle. If the fasteners are not placed as shown in the diagram and described below, this will result in the termination of TAMKO's liabilities under the limited warranty. TAMKO will not be responsible for damage to shingles caused by winds in excess of the applicable mph as stated in the limited warranty. See limited warranty for details FASTENING PATTERNS, Fasteners must be placed 6-1/8 in. from the bottom edge of the shingle, penetrating through the common bond, and located horizontally as follows: 1) Standard Fastening Pattern. (For use on decks with slopes 2 in. per foot to 21 in, per fool) One fastener 1 in. back from each end and one 13-1 /2 in. back from each and of the shingle for a total of 4 fasteners. (See standard fastening pattern illustrated below). STANDARD FASTENING PATTERN FASTENERS NAR ZONE COMMON BOND 0-118, Fj FEVOSURE 5fi/6' Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 ++roe Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.Com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 1 TAMKO ors vaonocrs CONTINUED fro n page 1) HERITAGE 30 LAMINAM ASPIM SINGLES Dallas, TX • Tuscaloosa, AL • Phillipsburg, KS • Joplin, MO 2) Mansard Fastening Pattern. (For use on decks with slopes greater than 21 in. per foot.) One fastener 1 in. back from each end and one fastener 8-1/2 in. back from each end and one fastener 16 In. back from each end for a total of 6 fasteners per shingle. (See Mansard and High Wind Fastening Pattern illustrated below.) MANSARD AND HIGH WIND FASTENING PATTERN HM ZONE FASTEIGM oomum aorm e-LB' E7kP0611RE Sbie' rs-vr'Mir'v1'+(.s e"•)«r-+/'+I-vi`I Imo+• 3) High Wind Fastening Pattern. (For High Wind Application requirements) One fastener 1 in. back from each end. One fastener 8-1/2 in. back from each end and one fastener 16 in. back from each end for a total of six (6) fasteners per shingle. In addition to this shingle fastening pattern requirement for High Wind Application, TAMKO also requires the use of the following TAMKO products: TAMKO felts or undedayments; TAMKO Moisture Guard Plus underlayment at all eaves, rakes, and valleys; TAMKO or TAM -PRO cements and coatings products where required; TAMKO ventilation where required, TAMKO starter shingles if available in area, and TAMKO Hip and Ridge shingles installed on all hips and ridges. Along rakes, cement shingles to the underlayment and each other in a 4 in. (102 mm) width of TAM - PRO SBS Adhesive or TAMKO Tam -Seal Adhesive. Also, see local building codes for proper nailing application. High Wind Application Is offered on new construction or complete tear -off applications only. It is not offered for recover applications. If High Wind Application requirements are not followed, the High Wind Application Warranty MPH, as stated on Table I in the Limited Warranty, reverts to the Standard Application Wind Warranty MPH IimiL (See Mansard and High Wind Fastening Pattern illustrated above.) NAILS& TAMKO eoommends the use of nails as the prefemW method of application. Standard type roofing nails should be used. Nail shanks should be made of minimum 12 gauge wire, and a minimum head diameter of 3/8 in. Nails should be long enough to penetrate 314 In. into the roof deck. Where the deck is less than 3/4 in. thick, the nails should be long enough to penetrate completely through plywood decking and extend at least 1/8 in. through the roof deck. Drive nail head flush with the shingle surface. STAPLES: If staples are used in the attaching process, follow the above instructions for placement. All staples must be driven with pneumatic staplers. The staple must meet the following minimum dimensional requirements. Staples must be made from a minimum 16 gauge galvanized wire. Crown width must be at least 15/16 in. staple crown width is measured outside the legs). Leg length should be a minimum of 1-1/4 in. for new construction and 1-1/2 in. for reroofing thus allowing a minimum deck penetration of 314 in. The crown of the staple must be parallel to the length of the shingle. The staple crown should be driven flush with the shingle surface. Staples that are crooked, underdriven or overdriven are considered improperly applied. property Driver Improperly iDriven y wxbq n weid*W aoolmd All MM "-L.. CAUTION: ALL FASTENERS MUST BE DRIVEN INTO THE NAIL ZONE/COMMON BOND AS SHOWN IN THE DIAGRAM ABOVE. 4. UNDERLAYMENT: An undedayment consisting of asphalt saturated left must be applied over the entire deck before the installation of TAMKO shingles. Failure to add underlayment can cause premature failure of the shingles which is not covered by TAMKO's limited warranty. Apply the felt when the deck is dry. On roof decks 4 in. per foot and greater apply the felt parallel to the eaves lapping each course of the fen over the lower course at least 2 in. Where ends join, lap the felt 4 in. If left exposed, the underlayment felt may be adversely affected by moisture and weathering. Laying of the undedayment and the shingle application must be done together. Products which are acceptable for use as underlayment are: TAMKO No. 15 Asphalt Saturated Organic Felt A non -perforated asphalt saturated organic felt which meets ASTM: D226, Type I or ASTM D4869, Type I Any TAMKO non -perforated asphalt saturated organic felt TAMKO TW Metal and Tile Undedayment, TW Underiayment and Moisture Guard Plus° (additional ventilation may be required. Contact TAMKO's Technical Services Department for more Information.) In areas where ice builds up along the eaves or a back-up of water from frozen or clogged gutters is a potential problem, TAMKO's Moisture Guard Plus° waterproofing underlayment (or any specialty eaves flashing product) may be applied to eaves, rakes, ridges, valleys, around chimneys, skylights or dormers to help prevent water damage. Contact TAMKO's Technical Services Department for more infomration. TAMKO does not recommend the use of any substitute products as shingle underlayment. 8. APPMA"M ll S uCTI0)m STARTER COU A starter course may consist of TAMKO Shingle Starter, self-sealing 3-tab shingles or a 9 inch wide strip of mineral surface roll roofing. If self-sealing 3-tab shingles are used, remove the exposed tab portion and install with the factory applied adhesive adjacent to the eaves. Attach the starter course with approved fasteners Wong a line parallel to and 3 in. to 4 in. above the eaves edge. The starter course should overhang both the eaves and rake edges 1/4 In. to 3/8 in. Central District 220 West 4th St., Joplin, MO 64801 60u-641-45s> 111W Visit Our Web Site at Northeast District 4500 Tamko Dr, Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.Com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 A 800-530-8868WesternDistrict5300East43rdAve., Denver, CO 80216 1TAMK01 BUILDING PRODUM CONTINUED from page 2) HERITAGE 30 UMINAMM ASPEW SBIMBLES Dallas, TX • Tuscaloosa, AL • Phillipsburg, KS • Joplin, MO SHINGLE APPLICATION: Start the first course with a full size shingle and overhang the rake edge 1/4 in. Cut 10-3/8 in. from a full shingle to form a shingle 29 in. long. Use this to start the second course (see diagram below). Cut a 23 In. long shingle to start the third course. Use the remaining 16-3/8 in. piece of shingle to start the fourth course and use the remaining 10-3/8 In. piece to begin the fifth course. Continue up the rake in as many rows as necessary using the same formula as outlined above. The butt of the shingle should be aligned with the top edge of the sawtooth of the underlying shingle for a 5-5/8 in. exposure (see shingle application drawing illustrated on this panel). When you make your final cut at the roof's edge, flip any pieces that are 8 in. or longer back onto the roof. These pieces can be worked in anywhere without creating zippers or color variations. NOTE: Do not align joints of shingle courses when working in cut pieces. Joints should be no closer than 4 in. from one another. I. sm cozen 4m corns d canw bid eoum to coua 10-M- 12r 16.3/8" 1 23• 23• 16.316• 1 J29• to -ale• 2v nd010 an q Canu..vyou +r.eeoeti al. vyns, you you V. r.,, a e er io.r..eps u'Y y.osur n S v by e.e u..or as 1,rr yl.m.es M..A.d ..ywr..00. d.mn=roo..d• b. an0...I.In Ids.Wm,aua.e M yb asayl0 d de..r M • sus aw sales. 9. LM SOPB APPLMTION On pitches 2 in. per foot to 4 in. per foot cover the deck with two layers of asphalt saturated felt. Begin by applying the felt in a 19 in. wide strip along the eaves and overhanging the drip edge by 1/4 to 314 in. Place a full 36 in. wide sheet over the 19 in. wide starter piece, completely overlapping it All succeeding courses wig be positioned to overlap the preceding course by 19 in. If winter temperatures average 25OF or less, thoroughly cement the felts to each other with TAM -PRO or TAMKO Plastic Roof Cement from eaves and rakes to a point of a least 24 in. inside the interior wall line of the building. As an alternative, TAMKO's Moisture Guard Plus° self -adhering waterproofing underlayment may be used in lieu of the cemented fells. T. IWISABD ROOF OH STUP S60PB GOOF If the slope exceeds 21 in. per foot (W0 each shingle must be sealed with TAM -PRO SBS Adhesive or TAMKO Tam -Seal Adhesive immediately upon installation. Spots of cement must be equivalent in size to a $.25 piece and applied to shingles with a 5-5/8 in. exposure, use 6 fasteners per shingle. See Section 3 for the Mansard Fastening Pattern. S. B& 900FQ10 Before re - roofing, be certain to inspect the roof decks. All plywood shall meet the requirements listed in Section 1. Nail down or remove curled or broken shingles from the existing roof. Replace all missing shingles with new ones to provide a smooth base. Shingles that are buckled usually indicate warped decking or protruding nails. Hammer down all protruding nails or remove them and refasten In a new location. Remove all drip edge metal and replace with new. If re - roofing over an existing roof where new flashing is required to protect against ice dams (freeze/thaw cycle of water and/or the backup of water in frozen or clogged gutters), remove the old roofing to a point at least 24 in. beyond the interior wall line and apply TAMKO's Moisture Guard Plus° waterproofing underlayment. Contact TAMKO's Technical Services Department for more information. Measurements will vary when nesting over an existing 5 in. exposure single roof: Call TAMKO Technical Services for further information. The nesting procedure described below is the preferred method for reroofing over existing metric size shingles with a 5-5/8 in. exposure. See description below: Starter Cause: Remove the tabs and an additional portion from the head of a full size shingle so that its height is equal to the exposure of the existing shingles. Position the resulting strip over the existing roof edge ( with the factory -applied adhesive strip along the eaves). Cut approximately 6 in. from the rake end and apply the remaining portion at the eaves. Continue the starter strip by applying full length shingle strips cut to height as above, evenly along the existing roof at the eaves. The existing roof should overhang the eaves far enough to cant' water off into the gutter. H this is not the case, cut and apply the starter strip so that R will provide sufficient overhang for proper drainage. First Course: Remove an amount from the butt edge of a full-size shingle so that the remaining portion of the shingle fits between the butts of the existing third course. This course must also be applied evenly along the eaves edge of the new starter strip. Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 11M9 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 800-530- 8868 Western District5300East43rdAve., Denver, CO 80216 JTMAMKO] ILDING PRODUCTS CONTINUED from page 3) HERITAGE 30 LAMINA= ASPHALT SBINNAS Dallas, TX • Tuscaloosa, AL • Phillipsburg, KS • Joplin, MO Second and Succeeding Courses: Remove 10-3/8 in. from the rake end of the first shingle in the second course, and continue with full width shingles for the remainder of the course, placing the top edge of each new shingle against the butt edge of the old shingle in the course above. This method should create an exposure of 5-5/8 in. after the first course. When beginning the succeeding courses continue to follow the Heritage application instructions. See section 5). Drip No 8. VALLEY APPWCATroN Over the shingle underlayment, center a minimum 36 in. wide sheet of TAMKO Nail -Fast*, Moisture Guard Plus° or a minimum 50 lb. roll roofing in the valley. Nail the felt only where necessary to hold it in place and then only nail the outside edges. IMPORTANT PRIOR TO INSTALLATION WARM SHINGLES TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLES TO FORM VALLEY. After valley flashing is in place_ Apply the first course of shingles along the eaves of one of the Intersecting roof planes and across the valley. Note: For proper flow of water over the trimmed shingle, always start applying the shingles on the roof plane that has the lower slope or less height. Extend the end shingle at least 12 in. onto the adjoining roof. Apply succeeding courses in the same manner, extending them across the valley and onto the adjoining roof. Press the shingles tightly into the valley. Use normal shingle fastening methods. Note: No fastener should be within 6 in. of the valley centerline, and two fasteners should be placed at the end of each shingle crossing the valley. To the adjoining roof plane, apply one row of shingles vertically facing the valley and 2 in. back from the valley centerline. Note: For a neater installation, snap a chalkline over the shingles for guidance. To complete the valley, apply shingles on the adjoining roof plane by positioning the tip of the first shingle of each row at the 2 in. point from the centerline where the edge of the vertical shingle has been applied, covering the vertical shingle. FOR ALTERNATE VALLEY APPLICATION METHODS, PLEASE CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT. Mbr u 36'wdesheel W d NO Fay. Mdduo rittad PIA err 50 m. urrdetry.rmn Oro or oftle Roa tp d ewate on de e0os d tls wa®I dnr ew. z erJes bak OW L srd m/elrip 10. sw AND RDlBB 1•ASTENDIO DSTAS 6dsrd wo dime tr-te be/ou v Uey rerrtarioe Notourm v "'In e' d Ctrderi,e Apply the shingles with a 5 in. exposure beginning at the bottom of the hip or from the end of the ridge opposite the direction of the prevailing winds. Secure each shingle with one fastener on each side, 5-1/2 in. back from the exposed end and 1 in. up from the edge. TAMKO recommends the use of TAMKO Hip 8 Ridge shingle products. Where matching colors are available, it is acceptable to use TAMKO's Elite Glass -Seal shingles cut down to 12 in. pieces. Fasteners should be 1 /4 in. longer than the one used for shingles IMPORTANT PRIOR TO INSTALLATION, CARE NEEDS TO BE TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLE IN COLD WEATHER. Dlrectkm of prevailing wind THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. TAMKO®. Moisture Guard PlusO, Nag Fast®. TAM -PRO® and Hritage® are registered badernerks of TAMKO BuildiiN Products, Inc. Information inducted in these application Instructions was amend at time of prin". To obtain a copy of the Trost amera version of these application suctions, visit us aline at tamko.wn or all us at 800-641-4691. Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 11i09 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick. MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 taimko.Coim Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 4 NIAM4 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE 11805 SW 26 Street, Room 208 DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building Tamko Building Products, Inc. P.O. Box 1404 Joplin, MO 64802 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section 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 Section (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. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: TAMKO BUR Roofing System over Wood Decks 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, 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 and revises NOA No. 09-0820.09 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L. Acebo. NOA No: 11-0415.15 Expiration Date: 08/23/12 Approval Date: 08/18/11 Page 1 of 16 ROOFING SYSTEM APPROVAL Category Roofing Sub -Category: Built-up Roofing Material: Fiberglass Deck Type' Wood Maximum Design Pressure: 60 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Awaplan 170 FR Roll weight: 98 ASTM D 6164 A 180 g/m2 polyester reinforced SBS lbs.; 33' 11" x 39 Type] modified bitumen membrane surfaced 3/ 89' with granules and treated for additional fire resistance. Applied in hot asphalt or cold adhesive. Awaplan 170Tm Roll weight: 98 ASTM D 6164 A 180 g/m2 polyester reinforced SBS lbs.; 33' 11" x 39 Type I modified bitumen membrane surfaced 3/ 8" with granules. Applied in hot asphalt or cold adhesive. Awaplan Premium FRTM Roll weight: 101 ASTM D 6164 A 250 g/m2 polyester reinforced lbs.; 33' 11" x 39 Type ll modified bitumen membrane surfaced 3/ 8" with granules. Applied by hot asphalt and also used as a walkway material. Awaplan PremiumTm Roll weight: 101 ASTM D 6164 A 250 g/m2 polyester reinforced SBS lbs.; 33' 11" x Type 1] modified bitumen membrane surfaced 393/a' with granules. Applied in hot asphalt or cold adhesive, and also used as a walkway material. Awaplan Versa -Smooth Roll weight: 100 ASTM D 6164 A 180 g/m2 polyester reinforced SBS lbs. 33' 11" x Type 1 modified bitumen membrane. Applied 393/8" in hot asphalt, by torch, or mechanically fastened, as a base ply in 2 ply modified systems. Awaplan Versa -Flex Roll weight: 76 ASTM D 6164 A 190 g/m2 nonwoven polyester lbs.; Type] reinforced SBS modified bitumen 33' 11" x 39-3/8" membrane. Applied in hot asphalt, as a base ply in 2 ply -modified systems. Base-N-Ply® Roll weight: 72 ASTM D 4601 Type H asphalt impregnated and lbs.; 108' x 36" Type II coated glass fiber base sheet for use in conventional and modified bitumen built-up roofing. NOA No: 11-0415.15 Expiration Date: 08/23/12 MAMFDADECOUNTY Approval Date: 08/18/11 Page 2 of 16 Installing soffit and fascia Please note: Although vinyl soffit's are manufactured with the same exacting standards as all vinyl products; UV Inhibitors are not added to the vinyl formulation as soffits are not exposed to direct sunlight For this reason, vertical or horizontal installation of soffits on walls is not recommended and cannot be guaranteed. fascla Installing trim - Option A lasdarasda - When fascia is applied without exposed nailing. . f.cnamei` With open eave: Secure F-channel to the exterior of the fascia with the top leg resting against the bottom of the board. Secure F-channel on wall, level with the L% F-channel on the fascia. SOR WWlr With closed eave: Use a J-channel in place of the F-channel at the wall. Secure all Option A channels every 12' on center, in center of nail slots. l rasua Installing trim - Option B When soffit only is applied, or when fascia panel is secured to underside rasa \ of wood fascia. . i"dla" With open eave: Secure F-channel to the wall and to the inside of the fascia board, level with each other. Cut out back of channel to fit around rafters, if needed. With closed eave: Substitute J-channels for the F-channels. , 1-channel Soft wall' Secure all channels in the center of the nail slots,l2' on center. Option B Installing soffit 1. Measure the distance between the inside of the inside and outside trims. Allow 114" per side for expansion and cut the panels to length. Insert panels into trims. For eaves over 18' in width, you will need to install intermediate nailing supports to keep the soffit from sagging. 2. Interlock panels as you would vertical siding. Closed soffit can be secured every 12" on center. 3. When fascia panel is not being applied, use an F-channel or J-channel at comers of the overhang to property finish the installation. 4. When soffits meet at a comer, the joint can either be diagonal (mitered) or square both illustrated). Both methods are made with J-channel or H-channel. Diagonal trim use Straight trim use H-channel f! 26 KAYCANTM Installing soffit and fascia Installing fascia 1. Install an undersill trim at the top of the fascia board. 2. Measure distance from the bottom of the F-channel to the top of the undersill trim, and then subtract 1/4" for clearance. Cut panel to width. 3. Perforate the cut edge using snap -lock punch approximately every 8", ensuring the tabs" face outward. 4. Hook the leg of the fascia panel over the F-channel, and snap the tabs into the undersill trim. If soffit is not being installed, hook the fascia directly over the fascia board. An alternative to snap -lock punch attachment is to slide the top of the fascia behind metal drip -edge. Overlapping fascia 1. Overlap fascia by cutting the bottom edge of the underlaying panel, leaving a 1 1/2" tab to be inserted into overlapping panel. 2. Overlap 3/4" (half the distance of the notch). Capping fascia To make comer caps, cut a piece of vinyl fascia that is 511T long. 1. Mark the vertical centerline on the back of the piece. 2. Cut a 90° section of the bottom flange from the center, leaving a 45n angle on either side. 3. Use a hand seamer or metal straightedge to fold fascia piece along vertical centerline to make a right-angled comer. 4. Using a snap -lock punch, make tabs just below the top edge of the comer cap, making sure that tabs face outward. Install comer cap by Wing the bottom over the eosting F-channel and snapping the top edge into the undersill trim. snap c nch AnrcA him Fascia installation 3W wedop notch Fascia overlapping Fascia capping sae lel 1/4' KAMAN` 27 J NOTES: 1) THE PRODUCT SHOWN HERE IN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, 3) RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFETY REQUIREMENTS REST SOLELY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 5) UNITS MUST BE GLAZED PER ASTM E 1300. 6) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR 7) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK, USE 10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATION AND INSTALLATION DETAILS. 8) FOR ANCHORING INTO MASONRY/CONCRETE AT USE 3/16" ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE A 1 1 /4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATION AND INSTALLATION DETAILS. 10) ALL FASTENERS TO BE CORROSION RESISTANT. 1 1) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 12) FRAME MATERIAL TO BE ALUMINUM 6063—T5 .055 THICK 13) APPROVED CONFIGURATIONS: ORIEL AND EQUAL UNITS. 14) MAXIMUM D.L.O. 49 1 /4"x51 " 15) IF EXACT WINDOW SIZE IS NOT GIVEN USE ANCHOR QUANTITY FOR NEXT LARGER SIZE. SEE CHART FOR MAX. WIDTH 1 C„ .uv 74013740 SINGLE HUNG FLANGE FRAME EXTERIOR VIEW VIAX. I MAX. T SEE CHART FOR MAX. HEIGHT M 6" MAX. I J_ MAX. DESIGN PRESSURE RATING IMPACT RATING 35PSF NONE FOR UNITS UP TO 52mr72' DESIGN PRESSURE RATING IMPACT RATING 45PSF NONE FOR UNITS UP TO 48 x72' REVISIONS REV DESCRIPTION DATE APPROVED A JADDED 5OPSF RATING 05/25/10 R.L. UNITS LISTED UNDER THIS COLUMN ARE RATED +45.0/-50.OPSF DESIGN PRESSURE RATING IMPACT RATING 140PSF NONE FOR UNITS UP TO 4^96' DESIGN PRESSURE RATING IMPACT RATING 45.OPSF 50.0 PSF NONE FOR UNITS UP TO 36or76' I TABLE OF CONTENTS 1 I SHEET NO. I DESCRIPTION 1 ELEVATION AND GENERAL NOTES 2 1 INSTALLATION DETAILS MI WINDOWS AND DOORS 4314 ROUTE 209 ELIZABETHVILLE, PA 17023 740/3740 ALUMINUM SINGLE HUNG WINDOW FLANGE FRAME NON —IMPACT ELEVATION AND NOTES DRAWN: DWG NO. REV R.L. 1 08-00804 1 A SCALE NTS DATE 7/13/09 1 S"EU 1 OF 2 511It 11L10///ii E o 51 •*_ p YTAT OF ; F•:c OR10P• ' S'oNAL4E REVISIONS MASONRY/CONCRETE BY OTHERS 1X BUCK TO BE PROPERLY SECURED CAULK BETWEEN FLANGE AND BUCK 3/16" TAPCON PERIMETER CAULK BY OTHERS MASONRY/CONCRETE OR PRECAST SILL BY OTHERS 2 5/8" MIN. EDGE DISTANCE 2X BUCK OR e : • WOOD FRAMING O• BY OTHERS TO BE PROPERLY SECURED 1 1/4 MIN. c EMBEDMENT CAULK BETWEEN FLANGE AND BUCK 1 /4" MAX. SHIM INTERIOR # 10 WOOD SCREW TOOL 3Y OTHERS VERTICAL CROSS SECTION MASONRY/CONCRETE INSTALLATION 1 /4" MAX. SHIM 1 1 /4" MIN. EMBEDMENT s : 2 5/8„ MIN. EDGE n DISTANCE L 3/16TAPCON 1X BUCK TO BE e MASONRY/CONCRETE PROPERLY SECURED BY OTHERS JAMB CROSS SECTION MASONRY/CONCRETE INSTALLATION E) PERIMETER CAULK BY OTHERS 2X BUCK OR WOOD FRAMING BY OTHERS TO BE PROPERLY SECURED A" REV I DESCRIPTION DATE I APPROVED A JADDED 50PSF RATING 05/25/10 1 R.L. 1 3/8" MIN. EMBEDMENT 1 /4„ MAX SHIM INTERIOR VERTICAL CROSS SECTION 2XBUCK OR WOOD FRAMING INSTALLATION 1 't/8" MINIMUM MBEDMENT JAMB CROSS SECTION 2X BUCK OR WOOD FRAMING INSTALLATION 2X BUCK OR WOOD FRAMING BY OTHERS TO BE PROPERLY SECURED MI WINDOWS AND DOORS 4314 # 10 WOOD SCREW ELIZABETHVIL ETEPA0117023 740/3740 ALUMINUM SINGLE HUNG WINDOW FLANGE FRAME NON —IMPACT INSTALLATION DETAILS DRAWN: DWG NO. REV R.L. 1 08-00804 A SCALE NTS DATE 7/13/09 1 SHEU2 OF 2 C E N S • cr % 0 •#— p TAT OF • F•:c OR10P• t: