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HomeMy WebLinkAboutSUBMITTED PAPERSF i l ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: SCANNED Permit Number: 150b, O&P, BY St Lucie County 3d �/_q_uno0 alonl']S VNI1,L)WI:14d Building Permit Application Planning and Development Services SIoz wp 14111 Building and Cade Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982��� Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Resident9l PERMIT APPLICATION FOR: Alteration vPROPOSED INfPROUEMENT'LOCATION: ;• •, •# _"'' � m.y =°t i' Address: 1615 N 42nd Street Fort Pierce, FL 34947 Legal Description: SUNLAND GARDENS -SECTION 4-BLK 46 LOT 1-LESS N 10 FT AND ALL OF LOTS 2 AND 3 (MAP 24/06N) (0.58 AC) (OR 959-1176; 319-341) Property Tax ID tt: 2406-506-0007-000-4 Lot No. 2 and 3 Site Plan Name: Block No. 46 Project Name: Setbacks Front Back: Right Side: Left Side: ,DETAILED DESCRIPTION -;OF WORK Enlarge Master Bedroom and Bathroom 'CONSTRUCTION'INFORMATION` itiona wor to e e orme un ert lspermit—checka apply: IIHVAC 11 Gas Tank ❑Gas Piping _ Shutters Q Windows/Doors ❑✓—Electric ❑✓_Plumbing []Sprinklers ❑✓ Generator Roof Total Sq. Ft of Construction: 400 S(ti —Ftt. of First Floor: 1872 Cost of Construction: $ 23,000 Utilities:iSewer Septic Building Height: 9„ OWNER%LESSEE;_ a„, , q - :-: CONTRACTOR: :., Name Joseph Waight Name: Roderick Waller Address:1615 N. 42nd Street Company: Sunrise City CHDO, Inc City: Fort Pierce State: FL Zip Code: 34947 Fax: Phone No. 772-464-7586 Address: 800 Virginia Ave Suite 61 City: Fort Pierce State: FL Zip Code: 34982 Fax: 772-904-0420 Phone No. 772-201-2850 E-Mail: Fill in fee simple Title Holder on next page (if different from the Owner listed above) E-Mail: rodwallerl@gmaii.com State or County License: CGC1515114 .a,..0 U LeuouuLuuo a ;ocouu or more, a newnueu nonce or commencement is required. Ile DF)L&,j y4) SUPPLEMENTAL CONSTRILInbN LIEN LAW INFORMATION:, E• _' a V DESIGNER/ENGINEER: _ Not Applicable Name: MORTGAGE COMPANY: _ Not Applicable Name: Address: Address: City: State: Zip: Phone: City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable Name: BONDING COMPANY: _Not Applicable Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use 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 jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording vour Notice of Commencement. Lessee/Agent STATE OF FLORI COUNTY OF o , Theoing instr,�t was acknowledged before me Egrg this _ day of � . 20 �S by me or person Personally Known Type of Identification Commission No. Revised 07/15/2014 My Cc a�fplrtte Dec 20, 2010 C0 mieelon 0 FF 177249 STATE OF FLOR�jQ COUNTY OF �C-1"'LA e Th forgoing instrument was acknowledged fore me this�� day o Pwx O , 20 by of person -Signature of Notary Public- St Personally Known OR Type of Identification Produce Commission No. Florida I Notary Public - State of W pomm. Expires Dec ; Commission M FF 17 Banded throuah Notinncl un, REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS A PERMIT # ISSUE DATE Ego PLANNING & DEVELOPMENT SERVICES g P Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (Ifapplicable): 1. CFC1428396 G-Plumbing have agreed to be the (Company Name/Individual Name) Plumbing (Type of Trade) Sub -contractor for Sunrise City CHDO, Inc. (Primary Contractor) For the project located at 1615 N. 42nd Street, Fort Pierce FL (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 filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: G-Plumbing Address: 2286 SW IMPORT DRIVE PORT SAINT LUCIE Florida 34953 Phone: //'_ 561-262-0818 email: Aleksey Geraskin PRINT NAME 9/20/15 DATE v , STATE OF FLORIDA, COUNTY OF L t c t ei to) 0THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS aDAY OF CM 20 is BY /N t t:�� el�a5 K-1 n WHO IS PERSONALLY KNOWN OR HAS PRODUCED SIGNATURE OF NOTARY PUBLIC SLCPDS: 08/06/2014 AS IDENTIFICATION. DEPvo epx-4 M b a LF� PRINT NAME OF NOTARY PUBLIC PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (if applicable): /— (Q -� O / z have agreed to be the (Company Name/Individual Name) r �c I lk t? eR / Sub -contractor for Son r; SeCl1 C I? D 0 (Type of Trade) (Primary Contractor) For the project located at W S yt; j Etr-ee (Project Street Address or Property Tax 115 L_ 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 filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REOUIRED 20L5 IR HAS PRODUCED Y Ud- C AH AS IDENTIFICATION. TU�F1 TARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS: 12/16/2013 E w 9I - #FF06812 PLANNING AND DEVELOPMENT SERVICES DEPARTMENT Building and Code Regulations Division BUILDING PERMIT SUB -CONTRACTOR SUMMARY Sunrise City CHDO will be using the following sub -contractors for the (Company/Individual Name) project located at 1615 N. 42nd Street, Fort Pierce FL 34947 (Street address or Property Tax ID #) 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/ State of Florida License Number Electrical Darren Meeks Electric EC13003275 1355 20TH AVENUE VERO BEACH Florida 32960 J4930 (Yv Plumbing G Plumbing CFC1428396 2286 SW IMPORT DRIVE PORT SAINT LUCIE Florida 34953 a7/" HVAC/ Mechanical Roofing Sunrise City CHDO CCC1327208 800 Virginia Ave, Ste 61, Fort Pierce, FL 34982 .25-4x o Gas ONLY: PERMrr J�a G _ ��� ISSUE DATE: NUMBER: Revised 071292014 t'- .i" X OF COMMENCEMENT 10 *4SO�-olC3 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. Legal Description of Property: (and street address if available): 1615 N 42nd, SUNLAND GARDENS -SECTION 4-BLK 46 LOT 1-LESS N 10 FT AND ALL OF LOTS 2 A General description of improvement: Renovation of Master Bedroom Owner information or Lessee information if the Lessee contracted for the improvement: Name Address Interestin Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: Sunrise City CHDO Contractor Address: 800 Virginia Ave Ste 61 Street Fort Pierce, FL 34950 Phone Number: 772-201-2850 Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ Name and address: Phone number: Lender Name: Phone Number: Lenders address: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1) (a)7., Florida Statutes: Name: Phone Number: Address: In addition to himself or herself, Owner designates Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: to receive,a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECrION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge anA bejfef, J (Signature of Owner or Lessee, or Owner's or (Signatory's Title/Office) M mow✓ e. k 5 The foregoing instrument was acknowledged before me this J S day of , 20_ KSON 1E878046 '3, 2011 By / .{'E.ssrlt. "'A! Q*l� �' as for Name of Persona Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed L-A-- � `' "' �---� ��`y'.� ANTOSdtO .�ACKS�f% so ally known �Or produced Identification_ (Signature of Not ry Public- to e o Florida) •:�'•�. My coM,Mj3.yi WN'+i:R878048 (Print, Type, or Stamp Commissioned Name of No->:rsiy 25,E o Identification produced L x P vf�; I,onaea-o,ss . �waw scPaoe.�,n To: St Lucie County Page 2 of 2 2015-10-23 00:12:10 (GMT) 17729070420 From: Rod Waller r+r 23�p V1rgfma Ave " Fort pierce; FL 349$2 772 ,462-2172 F..aX.772=462-6.443 f ►TE OF TERM77E TitE. dE: 4i iari6 T5 iXTION SOIL TREATMENT PERMIT #:1306 .JOB::ADDR.ESS: f 1,2j 1) :d 2 BU3LDER/.CONTRACTOR. C( C/ C .44A 1) PEST CONTROL. CONTRACTOR' -t[&E 95raarA PEST CONTROL LICENSE #: 4TRia�1$ 2�-^'— We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites In accordancewith_the standards, of: the National Rest Control. Association, Square feet if area treated: Chemlcals.;used }Y1o,,E1nr : .SC Percentage of:solution: C), O Total gallons used: Date of Treatment: " � Tmg.of Treatment a''t GO Footing Slab 1St Treatment �1�` Treatment Re Treat —Re -Treat' Driveway _Pools 1�` Treatment 1` Treatment Re -Treat _Re -Treat _Other. _ Gerimeter for FinaiInspection 1n Treatment a Re -Treat — S(gna ure of - minator - Note: ?here lnust be a completed form for each *uired treatment o'r re-treairrreht and this form must be on the job . site to be prcked:ep.by ffie inspector at time of each inspection or the scheduled inspection, will fail:and a re-inspecdon ' fee charged jFSC104.2.6 Certificate of protective Treatment for preventon o; termifesJ A weatherresistantJobsite pasting board shall be provided.to receive duplicate Treatmeat.Certfcates as each required protectve treatmentls rompleted, j prot"iding a "copy for the person. the permit is issued'to and `aho. copy (or the bui/ding permit files.. The Treatment Cetlficate shalt provide the product used, ldertity of the applicator, time and date of the. treatment, site locat,-on, area . treated, chemical used, percent concentration and number ofgallons used to establish a. verifiable record of protective treatment. If the soil chemical barr errnethod foraennite, prevention.iS used, frnal exteror treatment sna!/ be.comp/eted prior.to:frnal building approval. St Lucie CaunYy require& for:ihe final, nspectton;for CO,;a Permane[IY Sticker to be 1 the electrical iiane[box cover' hstin' :all the treatments'and dates of a 'lications. cdb y Iwo 016 Soil Nuclear Gauge client: Report Date: 9/2912015 Sunrise City Community Housing Development Test Method: ASTM D 6938 Organization, Inc. Pon sL W.I. 800 Virginia Avenue Suite 61 FSPE CA 04930 Fort Pierce, FL 34982 521 row Enteryd5e 0Me Pun St. Lude, FL 84986 Phone: 772-924-3575 1 Fe.: 772-924-3580 Project: 15-2033.00 1615 N. 42nd Street Fort Pierce, Florida Test Results Test# of Retest69123h5 Proctor lD Method Soil Classification Optimum Moisture % Maximum Dry Density c in Place Moisture % In Place Dry Density e Probe Depth in Percent Compaction Min/Max Comp. % Remark 1 P-1 NIA 12.0 108.0 10.9 106.7 12 99 95/105 Pass 2 P-1 NIA 12.0 108.0 10.8 104.9 12 97 95/ 105 Pass Test, Information Test Test Location Elevation Reference Gauge Make I Model l SN Field Technician 1 Below Slab Grade: Addition, North End of Pad (PERMIT NO: 1506-0163) 0 -1 Troxler T3430 22260 Thomas, Kenneth 2 Below Slab Grade: Addition, South End of Pad (PERMIT NO: 1506-0163) 1 10-1 Tmlder T3430 22260 Thomas, Kenneth ,Remarks I Comments Related Tests Pass: Tests results comply with specifications Tests are *Direct Transmission"(Method A) unless probe depth Is noted as-Backscalter'. Gauge ralibragon data on file wbh the testing agency. I Test # I Related Test # Test Type Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. l 1111111111//I vN M0401.'o W. Moldr, P.E. Page 1 of 1 Ov Port St. U.I. FBPE CA x 400 521 Nw Enterpns. DM. Pon SL Lucie. FL U986 Phone:P2-924-3S7S I Fox: 772-824-3580 Soil Nuclear Gauge Client: Project: Report Date: 9/29/2015 Sunrise City Community Housing Development 15-2033.00 Test Method: ASTM D 6938 Organization, Inc. 1615 N. 42nd Street 800 Virginia Avenue Suite 61 Fort Pierce, Florida Fort Pierce, FL 34982 Test Results Test# Retest Of Test Date PrectorlD Method Soil Classification Optimum Moisture % Maximum Dry Density In Place Moisture % In Place Dry Density e Probe Depth in Percent Compaction MInIMax Comp. % Remark 1 9/23/15 P-1 NIA 12.0 108.0 10.9 106.7 12 99 951105 Pass 2 9123115 P-1 N/A 12.0 108.0 10.8 104.9 12 97 95/105 Pass Test Information Test It Test Location Elevation Reference Gauge Make I Model I SN Field Technician 1 lBelow Slab Grade: Addition, North End of Pad (PERMIT NO: 1506-0163) 0 -1 Troxler T3430 22260 IThomas. Kenneth 2 jBelow Slab Grade: Addition, South End of Pad (PERMIT NO: 1506-0163) 1 10-1 1 Trexler T3430 22260 IThomas. Kenneth Remarks I Comments I Related Tests Pass: Tests results comply with specifications Tests am 'Direct TransmissiW (Method A) unless probe depth is noted as'Backswtter'. Gauge calibration data on file with the testing agency. I Test # I Related Test # Test T e W. Molel, P.E. Lovt IONS Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Pagel of 1 . Soil Nuclear Gauge Client: Project: Report Date: 9/2912015 Sunrise City Community Housing Development 15-2033.00 'Mr Test Method: ASTM D 6938 Organization, Inc. 1615 N. 42nd Street Port sr. Lade 800 Virginia Avenue Suite 61 Fort Pierce, Florida FBPE CA d 4930 Fort Pierce, FL 34982. 521 W1 EeWn)d0000e Pat SL W CO, FL 34986 Pha a:: 772-924.35751 Fax: 772.9243580 Test Results Test# Retest Of Test Date ProctorlD Method Soil Classification t IOPimumM-ximumI Moisture (% Dry Density (pcf) In Place Moisture %) In Place Dry Density (pcf) Probe Depth In) Percent Compaction INMax Comp. Im°/) Remark 1 9/231 5 P-1 NIA 12.0 108.0 10.9 106.7 12 99 95/ 105 Pass 2 9f23/15 P-1 N/A 12.0 108.0 10.8 104'.9 12 97 ji 95/ 105 Pass Test Information ' Test# Test Location I Elevation Reference Gauge Make/Model/SN Field Technician 1 113elow Slab Grade: Addition, North End of Pad (PERMIT NO: 1506-0163) 0 - 1 Troxier T3430 22260 IThomas, Kenneth 2 1 Below Slab Grade: Addition, South End of Pad (PERMIT NO: 1506-0163) 0 - 1 Troxler T3430.22260 1 Thomas, Kenneth .Remarks" I Comments. Related Tests Pass: Tests results Comply with specifications Tests are -Direct Transmission' (Method A) unless probe depth is noted as-Backscatter. Gauge calibration data on file with the testing agency. I Test # I Related Test # Test T e vp NU . t<1 pLF �90a o Jy . W. Molek, P.E. . W S ionall ErTge®f60V4J f FI itfa �Pt��� F L o R `� %••• raaQ101 OPl N' Test Reports shall not be reproduced, except in full, without the written approve[ of GFA International Inc. Page 1 of 1 Planning & Development Services Building & Code Regulation O-nrision 2300 Virginia Ave Fort Pierce, FL 34982 772.462.2172 Fax 772-462-6443 RECEIVED APR 0 8 2016 1500 163 CERTIFICATE Of TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMrr #;15ab- olb3 JOB ADDRESS: J415 A)e,-A 41 BUILDER/CONTRACTOR: � PEST CONTROL CONTRACTOR: I PEST CONTROL LICENSE #: We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association, Square feet If area treated: lbQ /F Chemicals used: Percentage of solution: Total gallons used: 10 Date of Treatment: Time of Treatment: J yr Footing 1" Treatment ,Re --Treat _Driveway Treatment Re Treat Other 1¢ Treatment _Re -Treat Slab - _11 Treatment —Re-Treat. _V Treatment l� _Re -Treat -st Perimeter for RnaI-yl*pection Signature of nv=in Mote: There must be a completed form foreaCh required treatment urre bmt mentand th/s form must be on the job site to be plated up by the InWcior attfine of each Iropecdon ar the scheduled Iaspedt'on wdl fall and a•re lnspecBorr fee drarged FBCiD4.2.6 Cerdficate ofprotechl a rreaftnantfarpremdon oftermRes. A weatherres&antjobsite po b'fig board shall be provided m receive duplicate Treatment Chr dilates as ead) required prohBwve bwbWentts completed, prov�rtg a dopy for the person the permit is Issued to and another copy for the bulldhtg permit Ales: The Mabnent CerdRcateshall provide the product used, identliyofthe applicator, Yme and date of the treatment; site laratton, area treated, dternlcal used, percent =centratfon andnumberofga!/ons used, to estab/Ish a vadffable record of Protective treebma If the sod dhemlaW baniermeHtod for termite prevention is used, final ateifor&Wtrrrent shall be completed prhrto Anal building approval. St Lucie County requires for the final Inspection for CO, a Permanent Stfd(ertohe placed on the electrical panel box coverr listing all the treatments and dates of applications 71q7 N Planning &Development Services . - Building &Code Regulation Division l' • 2300.Virginia Ave- • Fort Pierce, WM982 772e462-2172 Fax 772.462-GMF3' ' CERTIFICATE OF TERMITE TREATMENT ,. CONSTRUCTION SOIL TREATMENT PERMIT #: l,5ab- 0"G Y 90B ADDRESS: �� l s ` ' dt4)4 4i S° . �•( PE s /Y v ,' BUILDEkfCONTRACTOR: COY) PEST CONTROL. CONTRACTOR: "PEST CON'"POL LICENSE r K =:,We, "the undersigned, hereby certify that we have pretreated the above described construction for 1. subterranean termites in accordance with the standards of the.Natlonal Pest Control Assodahoh. Square feet if area treated; iha fltemicals used:, Percentage of solution: of -. Total gallons used: ' ' 1 Time of Treatment: r Date o7. £Treatanents n91";Sreatrnent ` _I' Treatment , . -Re-Treat ., Driveway - - rooLs —I-Treatment _is'Treaftent ,1 Re Treat _Re -Treat { ` ' = ` ' : Perimeter for inal'I pectlon " z _Other " la Treatment . l fi' _I2e Treat ` Signature of Inatff n rmmustbeon Nate The a must be a completed flat o I� ctionuIred �the scheduled lrspedlon wl1falf and a re-Inspecdon, _ s1& to. be prckedup by the Inspector of z.. -- tlonoflermRas. Aweatherrestsfantjobslteppsdagbawd ' FB&W.2.6 CerhR®te afProtecbve Treabnentforpl Q m a n she/! be proYlded to _reoe ve the p Tr pBermmft h went hg a CpPfpr Mep2=17 fire peen' �� d anther r th bul appl/tator, tfma and dale of the treamw_nt site foratfon, area proYio �rtlfrcateshall provide drepmduct used, Idantltyof the mncentration arrdnumberOfgallons:used, to estabf/sh a vadfiable recrord of treated, dram cal used, pelt fine/eum�arfrratrnegtshalf wcalus jF6,zroi/ChemicalbatrierrifetiwdfortermitepreventionLsused protectivetr be mmp/ettdPrrorto final6ul/67rrg49ml. for the final Inspection for C01 a ParmanentStick" to be placed on 5LuciezCounfy requires t box cover, ilsfing 211 the treatments and dates of apP the electrical panel n I PAUL WELCH INC. Mechanical * Electrical * Civil Engineering 1984 S.W. Biltmore St. Suite#114 Port Saint Lucie, FL 34984 Phone (772) 785 - 9888 Email pwelchinc@aol.com February 10, 2016 Re: Waight Residence Addition 1615 S. 42"d Street Fort Pierce, FL Permit #1508-0163 To Whom It May Concern: Please be advised our office has inspected the roof truss strapping / installations for the above referenced address and find that it has been installed as per the requirements of the, Florida Building Code 2010, and with our Engineering requirements for this project. Thank you for your attention to this matter. Submitted by: PAUL WELCH INC. Paul Welch, P.E. Reg. No 29945 PW:pj 6Vc-77[a FEB 1 0 2016 Public WorF,a St. Lucie COL. Planning 8 Development Services Building 8 Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone:(772)462.2172 Fax:(772)462.6443 REVIEW COMMENTS PROPERTY INFORMATION Address: 1615 N 42Nd St Owner(s): Artessie Weight / Joseph B Weight City / State / Zip: Fort Pierce, FI 34947-7004 Parcel #: 2406-506-0007-000/4 Jurisdiction: SAINT LUCIE COUNTY Zoning: RS-4 Lot#: 2 Block: 46 APPLICATION INFORMATION Permit Number: 1506-0163 Stories: Permit Type: BUILD RESID ADDITION CONTRACTOR INFORMATION Contractor Name: Roderick J Waller Business Name: Sunrise City Community Housing Development Org Inc Business Addr: 800 Virginia Ave Ste 61 City / State / Zip: Fort Pierce, FI 34982 REVIEWS AND COMMENTS Automatic Sprinkler System? No Fax Number: 772-907-0420 Email: Rodwallerl@Gmail.Com Review Tyne Status Reviewed By Date Started Date Completed Date Released DOCUMENTS MISSING COMPLETE Lashahna Ingram 619/2015 912212016 912212015 Comment: ENVIRONMENTAL REVIEW COMPLETE Ben Balcer 611912015 6/19/2015 Comment: FRONT COUNTER REVIEW COMPLETE Lashahna Ingram 61912015 61912015 61912015 Comment: NOTIFIED FOR PICKUP- COMPLETE Lashahna Ingram 111112016 1/11/2016 1/11/2016 REVISIONS Comment: PE REVIEW COMMENTS (2) COMPLETE Dave Johnsan 812212015 9/1812015 9/1812015 Comment: PLANS EXAMINER REVIEW COMPLETE Dave Johnson 7/21120115 8/22/2015 812212016 Comment: REVISIONS COMPLETE Dave Johnson 1/11/2016 1/11/2016 1111/2016 Comment: REVISIONS INCOMPLETE Dave Johnson 1/22/2016 1/2212016 Comment: STRUCTURAL REVISIONS TO PLANS MUST BE DONE BY ENGINEER OF RECORD (PAUL WELCH) Ai-ttG3G'UON�Ci Planning S, Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone:(772)462-2172 Fax:(772)462.6443 REVIEW COMMENTS ZUNIN i Kt:VIF v COMPLETE Jeffrey Johnson 6/1012015 8/21/2015 8/2112015 Comment: I F:71mil I aqa�mm. low -6 a pp a �Vmm I". gl T bo c T WE "or • WE 90-C MI=OA • MUG., M.9 DO- N -ralfs rr h -5 1 m TOCLU BOEL6L., a ------------- I . . i 1.33003 727308 797301 a Ft¢ GUR RG r fo . I Pe.(' m c� lk150; -0(63 16 q PJ s4TIe} Am Avefgs N2, na al 30, 31 YGO rMS r17 %G 10/05/15 .OW C00/-N,jlp: Walker i 10404 K.Vi. Fr ... .3r06 PM 13. w 13. 00 3004 3000ma "V907. Ia, 13. 1.0 FIBEAR FIBE- R..Ld.. 1a M g" 50.0: ol m $15.00 FILE-.:Gwml: '25.00. To: St Lucie County Page 2 of 2 2015-10-23 18:17:51 (GMT) 17729070420 From: Rod Waller YT • � ' \ 23065r0inia Ave' h �rh * ' ' Fort Piercer FL 34982 772,462-2172 :Fax 772=462-6443 } x CERTF TER ,_ITUREATMENT CG6i5b UC%- ON SOIL 1 REA1 MENT PERMIT #. I �06 I ': JOB.:ADDRESS: BUILDER/CONTRACTOR. 41D)2 . :PEST CONTROL, CONTRACTOR: <Z :PEST :CONTROL LICENSE :#: We, the undersigned, hereby certify that we have pretreated the above described construction for N._. 'subterranean termites In accordance with the standardsof;the Natiopat. Pest Control.Assodation, . ,� %aK->�o • , . Square feet if area treated: _c l U v Chemicals, used r gC S, Percentage ofaolution: D , 0C Total gallons used: DaEe-of Treatment: Time of Treatmentr. ��,� ,� FootingSlab: ,.. IstTreatment Treatment Re -Treat _Re -Treat Driveway _Pools 15'Treatment V Treatment Re -Treat Re -Treat - _Other. _Perimeter for.Finacti l Inspeon V Treatment. Re -Treat Slgna _re of ct mmator Note: 77iere mush be a completed form for each required zieabnent or re-bgalment and th1s form must be pn the job, site to be piUed.4.by..L:e inspector at time of each inspectioh'or.the scheduled /nspecgon will fa#and a re•)rspecdon FE10 04.2,E Certificate of Protective Treatment for. prevention ei6hiiites : A weatherresistantjobsiie posting board. 1 shall be provided.to receive duplicate Treatment Certifcates as each required protech've tr6tment/s completed, ` providing a'copy for he person the permit Is issued to and airolher copy for the building perirlt files, The Treabnen, ' Cerfficate steal% provide the product used identify of the applicator, time and date of the treabent, sRe location, area . heated, chemical used percent concentration and number 4fga11bns used to establish a. verifiable record of protective treatment. lithe soil chemlcalbarrerrimelhod for#ennite.pravention is used, Anal extedortreatmentshall ke.camp/etedprior.to:fnat building approval, :. S.t Lucie County requires for the final inspection; for Cot a Parma. pentSticker to be placed on thaelectrical a' efboxcovcr'"Lstin''ali.thetreatments:and:dates'ofa pblications.' Planning & Development Services Building .& Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone:(772)462.2172 Fax:(7721462.6443 PROPERTY INFORMATION Address: 1615 N 42Nd St City / State / Zip: Fort Pierce, FI 34947-7004 Parcel#: 2406-506-0007-000/4 Zoning: RS-4 APPLICATION INFORMATION Permit Number: 1506-0163 Permit Type: BUILD RESID ADDITION REVIEW COMMENTS Page 1 Owner(s): Artessie Weight I Joseph B Weight Jurisdiction: SAINT LUCIE COUNTY Lot#: 2 Stories: CONTRACTOR INFORMATION Contractor Name: Roderick J Waller Business Name: Sunrise City Community Housing Development Org Inc Business Addr: 800 Virginia Ave Ste 61 City / State / Zip: Fort Pierce, FI 34982 Review Tvue DOCUMENTS MISSING 619/2015 Comment: 6/9/2015 1 Comment: ENVIRONMENTAL REVIEW Comment: FRONT COUNTER REVIEW Comment: PE REVIEW COMMENTS (2) Comment: 7/2112015 7121/2015 Comment: Comment: 7/212015 8/222015 Comment: PLANS EXAMINER REVIEW Comment: Block: 46 Automatic Sprinkler System? No Fax Number: 772-907-0420 Status Reviewed By Date Started PENDING Lashahna Ingram 619/2015 VEG IN DRAWER (W) NO FEE SENT CUSTOMER TO ERD WITH VEG PERMIT NEED SUB AGREEMENTS FOR EACH TRADE COMPLETE Ben Balcer COMPLETE Lashahna Ingram 6/912015 Email: Rodwallerl@Gmail.Com Date Completed Date Released 6/19/2015 6/9/2015 6119/2016 619/2015 INCOMPLETE Dave Johnson 812212015 PROVIDE ENERGY CALC'S & MANUAL J CALC'S IN DUPLICATE. 107.2.1 FBC NOT ADDRESSED MUST PROVIDE APPROVED MANUAL J CALC'S THAT SPECIFIES EQUIPMENT BEING USED IN DUPLICATE. MUST PROVIDE APPROVED ENERGY CALC'S IN DUPLICATE PROVIDE AC DUCT LAYOUT 107.2.1 FBC NOT ADDRESSED INDIVIDUAL NOA/PRODUCT APPROVAL FOR WINDOWS/SHINGLES DO NOT MATCH WITH PRODUCT APPROVAL AFFIDAVIT ON PG 1 OF PLANS 107.2.1 FBC NOT ADDRESSED: SHINGLES STILL NOT MATCHING WITH PRODUCT APPROVAL. FL#11964.1 REFERENCED ON PG 1 IN PRODUCT REVIEW AFFIDAVIT IS FOR STORM PANELS. ATTACHMENT METHOD FOR WINDOWS REFERENCED IN PRODUCT REVIEW AFFIDAVIT DOES NOT MATCH WITH MANUFACTURERS SPEC'S COMMENTS EMAILED TO CONTRACTOR MAILED TO OWNER COMPLETE Dave Johnson 7/21/2015 8/2212015 8/22/2015 Planning& Development Services Building 8 Code Regulation Division 2300.VIrginia Avenue Fort Pierce, FL 34982 Phone:(772)462.2172 Fax:(772)462.6443 REVIEW COMMENTS Page 2 LUNINU KCVItW COMPLETE Jeffrey Johnson 6/10/2015 8121/2015 812112015 Comment: Planning & Development Services Building 8 Code Regulation Division 2300.Virginia Avenue Fort Pierce, FL 34962 Phone:(772)462.2172 Fax:(772)462.6443 PROPERTY INFORMATION Address: 1615 N 42Nd St City / State / Zip: Fort Pierce, FI 34947-7004 Parcel #: 2406-506-0007-000/4 Zoning: RS-4 REVIEW COMMENTS 7 Owner(s): Artessie Waight / Joseph B Waight Jurisdiction: SAINT LUCIE COUNTY Lot#: 2 APPLICATION INFORMATION Permit Number: 1506-0163 Stories: Permit Type: BUILDING RESIDENTIAL RENOVATION CONTRACTOR INFORMATION Contractor Name: Roderick J Waller Business Name: Sunrise City Community Housing Development Org Inc Business Addr: 800 Virginia Ave Ste 61 City / State I Zip: Fort Pierce, FI 34982 REVIEWS AND COMMENTS Review Type Status Reviewed By DOCUMENTS MISSING PENDING Lashahna Ingram 619/2015 Comment: VEG IN DRAWER (W) NO FEE SENT CUSTOMER TO ERD WITH VEG PERMIT 6/9/2015 Comment: NEED SUB AGREEMENTS FOR EACH TRADE ENVIRONMENTAL REVIEW COMPLETE Ben Balcer Comment: FRONT COUNTER REVIEW Comment: PLANS EXAMINER REVIEW 712112015 Comment: 7121/2016 Comment: 7/21/2016 Comment: 7/21/2015 7/21/2015 7/21/2015 Comment: Comment: Comment: COMPLETE Lashahna Ingram Block: 46 Automatic Sprinkler System? No Fax Number: 772-907-0420 Email: Rodwallerl@Gmail.Com Date Started Date Completed pate Released 619/2016 6/1912015 6119/2015 61912015 61912015 6/9/2015 INCOMPLETE Dave Johnson 7/21/2015 PROVIDE ENERGY CALC'S 8, MANUAL J CALC'S IN DUPLICATE. 107.2.1 FBC PROVIDE AC DUCT LAYOUT 107.2.1 FBC INDIVIDUAL NOAIPRODUCT APPROVAL FOR WINDOWS/SHINGLES DO NOT MATCH WITH PRODUCT APPROVAL AFFIDAVIT ON PG 1 OF PLANS 107.2.1 FBC BASE SHEET ATTACHMENT INCOMPLETEFOR MODIFIED BITIMUN ROOFING ON PG 3 (OTHER ROWS EQUALLY SPACED# ?). 107.2.1 FBC PROVIDE TIE DOWN DETAILS FOR LVL THAT IS SUPORTING EXISTING TRUSSES 8 NEW RAFTERS. 107.2.1 FBC COMMENTS EMAILED TO CONTRACTOR MAILED TO OWNER Planning& Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone:(772)462.2172 Fax:(772)462.6443 REVIEW COMMENTS 2 4UNING REVIEW INCOMPLETE Jeffrey Johnson 6/1012015 6/10/2015 Comment: THE BUILDING PLANS NEED TO BE REVIEWED AND STAMPED APPROVED BY THE ST LUCIE COUNTY HEALTH DEPARTMENT DUE TO THE FACT THE HOUSE IS ON SEPTIC. 6/10/2015 Comment: PROVIDE A NOTE ON THE PLANS THAT THE FINSISHED FLOOR ELEVATION OF THE NEW ADDITION WILL MATCH THE FINISHED FLOOR ELEVATION OF THE EXISTING SINGLE FAMILY HOME. 6/1012015 Comment: THE PROPOSED ADDITION NEEDS TO BE SHOWN ON THE SURVEY. INDICATE SETBACKS TO ALL PROPERTY LINES. L ..A RE: 28423 - Waight Addition Site Information: Customer Info: ARCA Const. Lot/Block: Address: 1615 N.42nd Street City: Fort Pierce Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Project Name: Waight Addition Model: Subdivision: State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TPI2007 Design Program: MiTek 20/20 7.5 Wind Code: ASCE 7-10 [All Heigh][I Wind Speed: 160 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 13 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. Seal# ITruss Name I Date 11 IT6965019 I -EJ7 4/31015 12 IT6965020 I-EJ7GE I4/3/015 13 IT6966021 IA01GE 14/3/015 I I4 IT6965022 IA02 �5 T6965023 A03 14/3/015 4/31015 16 IT6965024 IA04G 14/3/015 17 �T6965025 iB01 14/3/015 1 IB �T6965026 IB02 14/3/015 19 IT6965027 IB03G 1413/015 1 110 IT6965028 IV2 14131015 Ill IT6965029 IV4 4/3/015 I 112 IT6965030 IV6 4/3/019 I 113 I T6965031 I V8 1 4/3/015 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is jy for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. t 00I N r,V, ,%0,' i :J GENSF F�4� * .' ,L68182 . Cr 9 STATE OF :LU �: ? SS10NM ENC��. FL Cert. 6634 April 3,2015 Velez, Joaquin 1 of 1 28423 East Coast Truss NOTE: w 2013A Alloable Seem Design 1. THIS COMPONENT IS SHOWN ONLY THEDING. DEFLECTION L CTIOSHOWN VERIFICATION OF LOADING, DEFLECTION LIMITATIONS, FRAMING METHODS, WINDANDSEISMIC BRACING, AND OTHER LATERAL BRACINGTRATREQUIRED IS THE RESPONSIBILITYOFTHEPRDJECT ENGINEER ORARCHITECT. VIDEREC 2. PROVIDE RE5TRAINTATSUPPCRTS TO ENSURE 6. SUPPORT MIRC1'IONS ILES) : I91RDMIN NEARING NUMBER 1 2 DOHN 3189 3189 UPLIFT --- --- NBOI SER , aL1-EE8R (NN-aR) 1- B lARII9IIM DEFLECTIONS ALE LIVE I011Dra0.141'(L/882) 0.50.51" +DEAD LOAD 0.27" TOTAL LOAD 0.32"(L/386) 0.68^ Handling A Erecdon hmpomry eM pemanant bmclip rorhddllp component plumbend foBleteml romeashell be dedOned en Indelled by oMelthen.c No loadaam to be epplled fo Ma componem untll eeerell Me Tensing eM hNeNlq ere on applied to the comXnlllcedagmatar Men design too Oe epplled to gm component. Design Criteria The dedBn antlmatedaf candfled ere in mbda'Mal conranrity Win to Inbox nrvisiona0f Nos.• Deed land der orlon IMI W 08 adjudmmd lagor Mr cmp. IMal load deaeceon ishvdenlaneous I r LOAD TABLE 2 PLIES 1.750 X 9.500 LP LVL2850Fb-1.9E NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE (1). OTHERLOADCASEr DESIGN CONSISTS OF 2 - FASTENED FOR PATTERN LIVE LQADINGARE CHECKEDAS REQUIRE[ TOGETHER inn, TO NOTESS)) . (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DISTRIBUTION a== ME TOP/SIDE LOAD FROM TO LOAD LDr PE-IN-alc PT-IN-6E UNIFORM ROOF DEAD BIDE 338 PLr 00-00-00 10-04-00 0.90 UNIFORM ROOF LIVE BIDE 270 PIT 00-00-00 10-04-00 1.00 UNIFORM BERM KNIGHT 10 PLF 00-00-00 10-04-00 0.90 WARNING NOTES: ADESIGN PROFESSIONAL CRUSHING OF THE LP I.M. BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. ANCHOR LP LVL ROOF BEAM SECURELY TO BEARINGS OR HANGERS. THIS LVL BEAM HAS BEEN DESIGNED TO SUPPORT B00 LBS CONCENTRATED LOAD ACTING OVER 2.5 X2.5 FT (6.25 SO Fr) - 9.500 1.750 I 3.500 CROSS SECTION Intonation maonem shall be documeaL 12 0 r 10- 4- - THIS DRAW IN019 NOT TO SCALE"' MSI: 0.50 DESICIUME DESIGN VBII 0.7 RSI: 0.81 LIVE LOAD 20 PRF DERID IR)RD m 25 Hall? TOTM IGRD 45 Par ROOF LEPT SPAN CARS. 27.00 PL' Roor NIGHT SPAN CARR. 0.00 IT DEILECTION CRITERIA LIVE LORD DEM: L / 240 TOTAL LOAD DEAL: L / ISO CODE C@fl?LIANCE9 REPORT Y APA PR-L280 ICC-ES ESR-2403 IJDB9 RR-25783 CCMC 1151E-R rlezlde 1115228 and CTR,LPWolstSpedflcatlans Software Provided By: "W15 PSD LP Engineered Wood Products mactlonabrlP IVL,V LSL CIR and LPlb begedfl0 eppllcetlon Ivan pamllelbglue lines Nell ba spacedaMnlmum o/0'br10d 414 Union Street, Suits 2000 I, drill Brener LP WL, LP LBL aiN CIR,VIJDeleexceptaeahovm Neshville,TN 37219 adal fiom LP any umof LP LVLLSLaM C7R,LP IJOIoolconeary Phone 800,515,7570 Ddh hemon,negalea any expmmmmody ofi5e product and LP Fax 866753.4369 fliedwanenpeslwiudIMMelumpedw mntleeofinemhemeblliiy paAcularum. DWG # AGOPYOFTeSDRXMNG IBM BEGNENTOTO:INSWWNOCOMRACTO SHEET # V Nee mgidered hademeM Of LouldenaPeclpc Coryomtlan. 1 0 Job Truss Truss Type Qty Ply MigiaAddlicm T6965019 28423 -EJ7 Jack-0pen 0 1 Job RefereraXf (optional) East Coast Truss, Font Pierce, FL 06946 7.530 a Jul 112014 MRek Industries, Inc. PH Apr 03 10:08:46 2015 Pagel ID:OozukA?DDd3SXwBdu7yeOi7B?bC-WOun90ev884C51Uzv0_901nlxCzBksFpEOTcZzUTeF 1 0-0 7. Refer to MiTek "TOE -NAIL" Detail for connection to Scale=116.4 K'T•F e Plate Offsets (X Y)— 12'0-1-6 Edael LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Ven(LL) -0.06 4-7 >999 240 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.62 Vert(TL) -0.18 4-7 >459 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n1a n/a BCDL 10.0 Code FBC2010rrP12007 (Matrix-S) Weight: 231it FT=0 LUMBER - TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 REACTIONS. (Iblsae) 3=184/10echanical, 2=45010E-0, 4=64/Mechanical Max Holz 2=153(LC 8) Max Uplift3=-105(LC 8). 2=174(LC 8) Max Grav 3=184(LC 1), 2=450(LC 1), 4=106(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=1102/355 BOTCHORD 2-4=49011265 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accomance with Stabilizer Installation guide, NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and night exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate saes to account forthese factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcument wfth any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to beanng plate capable of withstanding 100 Ito uplift at joint(s) except (jt=1b) 3=105, 2=174. 8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. �.� • �CENS' .1 N 68182 i %0 T OF :O NA1-�?G�� fn11111 FL Cert. 6634 April 3,2015 ®wARMNG-Vrg, deals...f. and READ NOTES ON MS AND INCLUDED MIiEN REFERANCE PAGEMI M3 rev. OWIM015 BEFORE USE. ■ Design valid for use only wfi, M7ek connectors. The devgn b based only upon parameters shovm. and is for an individual building component ��• Appgcobilty of design parameter and proper incorporation of component b r ,Pamblity of buldng desgBm ner- hot truss designer. cig shown b torlatemisuppodofmdMdualxcbmembeno*. Additional lempararybmche to insure stability during corutn,ction is the respoht60ty of the MOW- erector. Additional permanent bracing of the cve fS cture is the respomce ibifity of the binding designer. For general guidanregard'vg fabrkotar. quality contra, storage, der e , erecton and bating, consult ANSWPIt QO.* OBeda. DSB49 and BC51 BOBdh, Component 6904 Parke East BM. Snfetylnlerma6pn walable fromTmzs Plate lrzstifideJ8l N. Lea Sheet Suife 312 Alexandria, VA 2231 d. Tampa. FL 33610 Job Truss Truss Typo pry Ply Waighf Magna 16965020 2M23 -W7GE Jack -Open 6uppatetl Gable 1 1 .lab Reference (optional) East CoastTmss, For Plans.. FL 34946 7.530 a Jur 112014 Mrek Industries, Inc. Fd Apr 0310:08:462015 Pagel I0:0ozukA7DDd3SXwBdu7yeOi]a7bC-WOun90ev884C51Uzv0_90ltBzHIBkvFpEOTCZzUTeF -141D F— 54F0 ]4}0 14Y0 54}0 200 I Scala -1:17.2 zxa II 6 5 14 = 1x4 II W II LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (lac) ,deft Ud TOLL 20.0 Plates Increase 1.25 TIC0.48 Vert(CL) 0.00 1 n/r 120 TCDL 15.0 Lumber Increase 1.25 BC 0.31 Vert(TL) 0.03 1 Nr 120 BCLL 0.0 ' Rep Stress Ina YES WG 0.06 Hoa(TL) -0.00 5 n/a n/a BCDL 10.0 Code FBC20107rP12007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (Ib/size) 5=9/7-0-0, 2=259/7-0-0, 6=44117-0-0 Max Horz 2=162(LC 5) Max Uplifts=25(LC 7), 2=123(LC 8), 6=162(LC 8) Max Gmv 5=15(LC 8), 2=259(LC 1), 6=441(LC 1) FORCES. (Ib)-Max. CompJMax.Ten.-Allforces 250(lb) or less except when shown. WEBS 3-6=3251176 PLATES GRIP MT20 244/190 Weight: 281b FT=0% Structural mod sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during Wss erection, in aocenlance with Stabilaer Installation gulch. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left end right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the buss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consuft qualified building designer as per ANSbrP11. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Plates checked for a plus or minus 0 degree rotation about Its center. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-a0 oc. 7) This truss has been designed for a 10.0 pal bottom chord live load none mcum nt with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at joini(s) 5 except (jt=1b) 2=123 , 6=162. 10) "Semi -rigid pilchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. o� OPQuiN rr.. i *. N 68182 �. T OF FL Cert. 6634 April 3,2015 ®WARNING -Vero dasignpanmerers and READ NOTES ON THIS AND INCLUDED AOTEN FEFERANCE PAGE Ml41473 rev. OLIM015 EFFORE USE Design vand for use call, Was Mlek connectors. This design is based arl upon parameters shown. and is far an lndlNdual burden,component. OF of design rs Parameteand proon per lnconocia of component a resporalbllily of building designer -not fuss designer. Bracing shown Is for lateral support of individual web memberony, Additional temporary bmang to Inme stabligy dudng mmtructah a the respomibilffty of the ereclor. Additional pemmctwe laneat bracing, of the overall siis the responsibility of the building designee For general guidance regarding MiTek' total quality conlml storage, deWery, erection and bracing. ...It ANSIRPII Ch anly CtBedo. OSB419 and Cal B.If in, Component Safety Inlarmanen avolable tom I. Plate Institute, 781 N. Lee Street. Su1a 312 Ako.n&., VA M14. 6901 peke Fag 91W. Tampa, FL 33610 Job Truss Truss Type My Ply WaigMAdONon T6965021 28423 A01GE common Suppodel Gable t 1 Job Reference o tional Fast Caaaf TN55, Fan Pearce. FL.3 Ve. 100 dt iLSS•: 400 12 4x4 = Scale=1:37.5 3x4 = 21 20 19 18 1716 15 14 3x4 = 1.4 II 1.4 II 1x4 II 1x4 II 3x4 = 1.4 II 1x4 II 1.4 II d 20-8-D LOADING(pst) SPACING- 2-D-0 CSI. DEFL. in floc) VdeB Ltd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.20 Ved(LL) 0.01 13 nir 90 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.14 Vert(T-) 0.02 13 n1r 120 BCLL 0.0 ' Rep Stress [nor YES WB 0.03 Horz(TL) 0.00 12 Na Tire BCDL 10.0 Code FBC2010rTP12007 (Matrix) Wnd(LL) 0.00 13 nrr 120 Weight: 88 lb FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation aide. REACTIONS. All bearings 20-8-0. (lb) - Max Holz 2=89(LC 6) Max Uplift All uplift 100 lb or less atjoint(s) 19, 20, 16, 15 except 2=-129(LC 8), 21=-138(LC 8), 14=-138(LC 8), 12=129(1_C 8) Max Grav All reactions 2501b or less atjoinl(s) 2, 18,19, 20, 16, 15, 12 except 21=382(LC 17), 14=382(LC 18) FORCES. (Ib) - Max. ComPJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 3�21=2821156, 11-14=-2821156 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuB=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B-05ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) designedTruss r wind loads in theplanetruss wind 'nolmal tothe face), see Standard Industry Gable EnDetailss nsu8 applicable, or coqualified building designer as per ANSVTP `,,`��aUiN 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. ,� E N S •• F� ��� 6) Gable studs spaced at 2-D-0Go. ,�� ��,••�� V F•••, �� 7) This tmss has been designed for a 10.0 psf bottom chord live load nonconcurtent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will N 68182 Z ,' ••. fit between the bottom chord and any other members. * 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10016 uplift atjoint(s) 19, 20, 16, 15 except (jt=1b) 2=129. 21=1 38.14=138. 12=129. -13 : = 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. % -13'. _ T n F �Cy FL Cert. 6634 April 3,2016 ® WARNING -Vedfy dada. Panmef. and READ MOM ON Me AW INCLUOEO Aff M REFERANCE PAGE =-W3 rev. 02116R015 BEFORE USE. Derrinvalid for use onN with Walk mnnaciorx This dedgn h based onty Won parameters shovm, and h foran individual building component ��• ApplIcabLly of design parametersmin and ppercorpomres fion of component 6 porablity of balding desgner-not truss designer. limang Mh istorlatemlwppodafmdMdual+ bmemb monry. Additional temporary bracing to 4uure ecbinty during conshucfion 6 the na orsib00ty of the Yel. rLl• erector. Additional pemranent bracing of overall slwcfu u the respormbirfly of the building designee For general guidance regarding fobdcatb, quoLty canhol, storage, derwery, erection and bracing, conedt AN511TPl1 OVa01y Cr8eda, DS8.89 and 11 S1 BUOding Component PY81 6 6904 Parke East Blvd. Safefyinfurma5on walable fmmTnns Plate institute, MIN. Lee Street. Sale 312 Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Dry Ply waight"dium 6965022 28423 AMCOMMON 4 1 o e e o 'anal East Coast Truss, Fod Plaee, FL. 34946 1-00 1 n d 400 12 4x4 = 5 14 1A0 Same =1:37.5 3x4 = 3x4 = 14 = 3x4 = 3x4 = LOADING (psQ TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-2-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Inv NO Code FBC2010/TPI2007 CSL TC 0.39 BC 0.89 WB 0.28 (Matrix-S) DEFL. in (loc) Vdeft L/d Vert(LL) -0.23 10-12 >999 240 Vert(TL) -0.52 10-12 >476 180 HOR(rL) 0.07 8 run n/a PLATES GRIP MT20 2441190 Weight: 87111 FT=0 LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD 2-M oc purlins (3-8-13 max.) BOTCHORD 2x4 SP No.2 (Switched from sheeted: Spacing >2-0-0). WEBS 2x4 SP No.3 BOTCHORD Rigid ceiling directly applied. REACTIONS. (Ib/size) 2=1087/0-8-0, 8=1087/0-8-0 Max Hom 2=-97(LC 6) Max Upltfr2=404(LC 8). 8=404(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2287/740, 34=2140/706, 4-5=20927732, 5-6=20927732, 6.7=21401706. 7-8=2287/740 BOTCHORD 2-12=-596/2122, 12-19=348/1442, 11-19=34B/1442, 11-20=-04B/1442, 10-20=348/1442, 8-10=596/2121 WEBS 510=-201/771, 7-10=356/208, 5.12=-201f770, 3-12=356/208 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsh BCDL=3.Opsh h=15ft; 8=4511; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate gnp DOL=1.60 \\III I I I I11/1 3) The solid section of the plate is required to be placed over the splice line at joint(s) 11.N 4) Plate(s) 3 Q at joint(s) 4, 5, 6, 2, 10, 7, 12, and 8 checked for a plus or minus 0 degree rotation about its center. 5) Plate(s) at joint(s) 11 checked for a plus or minus 5 degree rotation about its center. �� ��� �P. • .......... • �F // 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� �; •�,� S�• ;� // 7)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 1-0-0tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL =1 O.Opsf. N 68182 * �• •• 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100111 uplift at joint(s) except (p-1b) 2=404, 8=404. 9) This buss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and V gypsum .9 sheetrock be applied directly to the bottom chord. T F 10) Graphical purlin representation does not depict the size or the Orientation of the pudin along the top and/or bottom chord. O•,• FL Cert. 6634 - April 3,2015 AWARNING - ycMy of edgn parameters antl READ NOTES ON THIS AND INCLUDED BUTEI( rtEFERl1 NCE PAGE MA7473 m. OLI M015 BEFORE USE. Design valid for use on"th A4Tek connectors. Thu design b based only upon parameters shove. and is for an indnidual building component. Applicobirty of design Parameters and proper incorporation of component 8 eaponsibRy of balding designer -not hua designer, among shown 6falatwolsuppodofhdMdualwebmembersonP/.Additional tempar bracingtoinehostablitydunngcmhuctionathe anponsibrityofthe erector. Additional permanent bracing of the overall su hcture b Me respomIbMty of the balding desgner. Forgeneral guidance Warding MiTek' fabr'calion. quality control. storage. delivery. erection and bracing. consult ANSI/TPI1 Quality Wade.DSB-89 and Bal Building Component Safety Intosmalion avali ble from Truss Plale Imtitute, MIN. Lee Sheet. Suite 312 Alexandna. VA 22314. 6904 PaM1e Fast BIW. Tampa FL 33,310 Job Truss Truss Type 0ty Pty Weight Addflon Tfi985023 1 2e423 AM COMMON 1 Job 1 e o Eari Coan Truss, Foa Picrco.FL.34946 7.530sJu1112014111Reklndusaies, Inc. Fri Apr031o:08:492m5 Pagel ID:OozukA7DDd3SXwBdu7yeOlm?bC.w72TB2WB3W73Vm2elahnDfD19CRLOThVCd7D=UTeC -1.0-0 Sb14 1010 151.2 20e-0 � 1-00 5614 442 49-2 Said Scale=1:36.4 6 d 3x4 = 4.00 12 40 = 3x4 = 3x4 = 3x4 = LOADING (pso SPACING- 2-2-0 CSI. TCLL 20.0 Plates Incease 1.25 TC 0.37 TCDL 15.0 Lumber Increase 1.25 BC 0.70 BCLL 0.0 ' Rep Stress Ina NO WB 0.27 BCDL 10.0 Code FBC201 O/TPI2007 (Matrix-S) DEFL. In (too) Men Ud PLATES GRIP Ved(LL) 0.13 8-10 >999 240 MT20 2441190 Ven(TL) -0.40 8-10 >615 180 HOR(TL) 0.07 7 n/a Na LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (lb/size) 7=1006/0-8-0, 2-1088/0-8-0 Max Horz 2=99(LC 7) Max Uplift7-331(LC 8). 2=405(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=223OR42, 3-4=2057f7O7, 4-5=2000/734, 5-6=2064/739, 6-7=22381747 BOT CHORD 2-10=-629/2060, B-10=381/1409, 8-9=-381/1409, 7A=635/2069 WEBS 5-8=206/696, 6-8=360/210, 6.10=200/687, 3-10=356/208 3x4 = Weight: 851b FT=O% 2-G-0 oc pudins (3-8-13 max.) (Switched from sheeted: Spacing> 2-0-0). Rigid ceiling directly applied. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf, BCDL=3.Opsf; h=1511; B=45ft; L=24111; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.0ps/ on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift atjoint(s) except (jt=1b) 7-331, 2=405. 7) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 8) Graphical puffin representation does not depict the s'Ize or the orientation of the pudin along the top and/or bottom chord. 00 piE N S�C�c' �'• N 68182 ' FL Cert. 6634 April 3.2015 ®WARNING.VaHydWgnpa otersend READNOTESONTMSANDrNCLUDEDBiREx RBFERANCEPAOEAB47473rex. 0VlW015BEFO1ZEUSE Designva4dforusa alywi11newrekwnnecfors.7hb design Is boxed only upon parameters shown. andis foranindivdudbuildeng wmponenl. ��• Apprx:abTtyof design parametersand proper h=momtlon of wmpone I'm resporaibtlify of bugding designer -not fi s deegrw. Bracing shown b fa lateral support ofbdMdualvreb members only. Addllonal tempo brocfng to Imure staloRty during comtruction b the reswnstMly of the WOWerector. Additlowl permanent bm ing of the overall nmchae is Me respore iMy of the bulld'mFo g designer. r general guidance MCI fabricalion. quary central, storage. deWery. erection and Macing.=ruWt ANSVf911 Cleanly Warn.DSO-89 a ad Bat Building Component 69M Pence Fast BIW. Salef,in}wmallon ava9oblefrom Tm Piote Batlfuta.781 N. Lea 5heel. Suffe 312. Alexandria. VA 22314. Tampa,FL 33810 Job Truss Truss Type Oty ply WaigMAddnion 25423 p04G Common Giber 1 0965024 2 b eference (optional �1 s"L: 4.00 12 4x4 = 2014Mnek 3 o 1-5-2 0310:0a:502016 Scale =1:35.6 3.8 % 2x4 It " _ 3x8 = 3x6 It 5xe = Hustle U24 U24 LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 15.0 Lumber Increase 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2010/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 "Except" 5-7: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 "Except' 7-10: 2x6 SP SS WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=5562/0-4-0, 2=2798/0-8-0 Max Ham 2=90(LC 24) Max Uplift7=1917(LC 8), 2=1069(LC 8) CS]. DEFL. in (lac) I/dell Ud PLATES GRIP TC 0.89 Vert(L-) 0.23 8-14 >999 240 MT20 244/190 BC 0.97 Vert(TL) -0.47 8-14 >516 180 WB 0.74 HOR(TL) 0.09 7 n/a n/a (Matrix-M) Weight: 204 to FT=O% BRACING - TOP CHORD Structural mod sheathing directly applied or 2-11-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-7-8 oc bracing. FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=7852/2923, 3-4=7738/2926, 4-5=6413/2434, 5-6=-6420/2436, 6-7=1027013653 BOT CHORD 2-11=2693/7405, 10.11 =2693/7405,10-17=2693N405, 9-17=2693l7405, 9-18=3388/9717, 18-19=3388/9717, 8-19=3388/9717, 7-8=.3388/9717 WEBS 5-9=1454/3864, 4.11=-348/1033, 6-8=1099/3313, 4.9=1655/664, 6-9=-4468/1623 NOTES- - 1) 2-ply bussto be connected togetherwth 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0.7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-941 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply Connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=9.0psf. BCDL=3.Opsf; hot 5ft; B=45ft; L=24fi; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) The solid section of the plate is required to be placed over the splice line at joint(s) 10. 6) Plate(s) at joints) 3, 5, 7, 2, 9, 11, 4, 8 and 6 checked for a plus or minus 0 degree rotation about its center. 7) Plate(s) atjoinl(s) 10 checked for a plus or minus 3 degree rotation about *its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joinl(s) except gt=lb) 7=1917,2=1069. -11) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Use Simpson Strong -Tie HUS26 (14.1Od Girder, 4.1Od Truss, Single Ply Girder) or equivalent at 7-0-12 from the left end to Connect truss(es) to front face of bottom chord. 13) Use Simpson Strong -Tie U24 (4-1OffGirder, 2-1Odxl 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 from the left end to 11-0-12 to connect trusses) to front face of bottom chord. PDOIN'1VF� jir# T' /• T FL Cert. 6634 A—H I enb c 14) Fill all nail holes where hanger is in contact with lumber. AWARNING -Verity "f in parameters and BEAD NOTES ON THIS AND INCLUDED hI MM BEFEBANCE PAGE A9I-)n3 rev. QVI M015 BEFORE USE Design valfto, use any with Welk connect. Me deign is based only upon parameters sl and is loran individual building component. ��' Applicability of design ram gn paeters and proper incorporation of component Isspm8s reo01y of bulding desgner-not husv desgner. B acing shown Is for lateral support of indiMdual web members only. Additional temporary broom, to irsomestabTty duiingoanlu.1km B thenopombllty of the Additional bracing the MOWerector. permanent of ovemO structure B the respowbilily of the building designee For general guidance regarding fabrication. quality controL storage. delivery. erectlon and bracing. consult ANSI/rPll puan, Weia. DS11-89 and SCSI evil Component 6904 Parka East BW. Safetylnformallen availablenoon Truss Plate institute,781 N.Lee Street.Suite312.Alexandda.VA22314. Tampa, FL sselo Job Truss Truss Type pry Ply Waighl Addlion 6965024 28423 A04G Common G'uder 1 2 ob Refenance, (optional test poaA Trues, Pon Plena, FL. 34946 TWO a Jul 112014 MTek Industries, Inc. Fri APr 03 10:08:50 2015 Paget ID:DozokA?DDd3SXwBdu7ye0iza?bC-OC7MhX39yNeWniLFCkSwJEBTMZTN4MMrksMglKzUTeB LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Undone Loads (plq Vert: 15=70, 5-7=-70, 2-19=20, 12-19=628(F=608) Concentrated Loads (Ib) Vert: 11=728(F) 17=-362(F) 18=362(F) ®WARNING-V slly 0aslgn penmeten and READ NOTES ON TNIS AND INCLUDED MITEI( REFERANLE PAGE MO-W3 m. OWWGIS BEFORE USE. Design Vard for use only still MTek connactom This design b based only upon parameters shown. and 6 foran indmidudi building component ��• Applcabiltof desira gn parameters and properincoPoraffon of component b resporebst of bulding designs -not buss designer. Brocing ahovm § for lateral support of Individual wab members only. Additional temporary bracing to Insure slabilty during co®hutlion Isthe responsiblON of the erector. Addtonal pemoment bracing of the oveml stmch,a k the responsibility of the building designer. For general gaidance regarding LVL M)Tek* tabrkotion. quart conhol do age. deU e . erection and bracing, consull ANSI/IPII Quality CMe l , OSB419 and BCSI Building Component SaMty Intormallon avoloble from Truss Plate IndiWte, 781 N. Lee Sheet. Suita= Al nddo. VA 22114. 6904 Parke Fact Blvd. Tampa. FL 33610 Job Truss Truss Type Qty Ply Weight Aadkian T6%5025 28423 B01 Flat / 1 1 Job Reference o i a East Coast Truss. Foci Pierre, FL 34946 7.53OsJu1ll2014MRek1nduWes,lna FHAM0310:08:602015 Paget ID:OozukA9DDd3SXwBdu7yeOim?bC-OC7MhX39yNeVvhiLFCk5wJEBWOZZU4VRrksMglKzUTeB 4-4-10 &9-0 4b10 4-0 10 LOADING (psQ SPACING- 2-0-0 TOLL 20.0 Plates Increase 1.25 TCDL 15.0 Lumber Increase 1.25 BCLL 0.0 ' Rep Stress Ina YES BCDL 10.0 Code FBC20IOfFP12007 LUMBER- TOPCHORD 2x4SPNo.2 BOT CHORD 2x4SPNo.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/sIze) 5=382/Mechanical, 4=382/0-7-4 Max Harz 5=202(LC 5) Max Uplift5=184(LC 4), 4=184(LC 5) Scale=121.1 CSI. DEFL. in (loc) Udell Ltd PLATES GRIP TC 0.68 Vert(LL) -0.15 4.5 >679 240 MT20 244/190 BC 0.58 Vert(TL) -0.37 4-5 >274 180 WB 0.15 Hom(TL) 0.00 4 Na n/a (Matrix-S) Weight: 50 lb FT=0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation aide. FORCES. (lb) -Max. Comp./Mac. Ten. -All forces 250 (Ib) or less except when shown. BOTCHORD 4-5=226/282 WEBS 2-5=284/229, 2-4=-2831228 NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-secand gust) Vasd=124mph; TCDL=9.Opsl; BCDL=3.Opsf; h=15ft; B=45ft; L=2411; eave=4ft; Cat. II; Exp C; Encl., GCpi-0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcunent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=104, 4=184. 8) This truss design requires that a minimum of 7/16' structural woad sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. i N 68182 FT OP �: 1 � E%C?��. FL Cert. 6634 April 3,2015 AWAVIINO-Verify design pannevers and READ NOTES ON MS AND INCLUDED IUTEN REFEIMCE PAGEM9 M3 rev. OV1612015 BEFORE USE Designvarid faruseanlywith NUTekconnectors. Th¢ded9nbbased ar, Pon parameteGshovm, and a loran indidduol building component ��• flmdngsb Applcabies lityofdesignpammetand pmin aeroa aratlonolcomponent8 po resmiblityofbWding designer -not lryown `sdeegnec afalateralsuppo0ofindividudi bmemberso*, AddAonal tempos,6,0Cing to Inurestablity during construction Is the responsibllty of the MiTek' erectm. Additional permanent bracing of the overap structure is lhereMomtilty of the building designer. Forgeneral guidance regrroing fabrication, quartyccntmL storage, delivery, erection and bracing. comult ANSIpPII Quamy Offerla, DSB419 and Sal Building Component 6904 Parts East Bap, Safelylnformalian available tram Lass Plate hditute.781N.Lee Sheet SVde312A1exandda.VAM14. Tampa. FL 33g1O Job Truss Truss Type Oty Ply Weight Marlon Tee l28423 Bog Rat 1 1 Job Reference optional) East Coast Truss, Fad Pierce, FL 34946 7.530 s Jul 112014 MTek Industries, Inc Fri Apr 0310:08:612015 Page ID'AozukA?DDd3SXwBdu7yeOiza?bC.sOhkWt4 hmN[mRlSc9sRkhmyvmpyi_z4WEHmzUTeA 4h10 8.9-4 4. 10 4 ID LOADING (par) SPACING. 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 15.0 Lumber Increase 1.25 BCLL 0.0 ' Rep Stress Ina YES BCDL 10.0 Code FBC2011UTP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=382/Mechanical, 4=382/0-7-4 Max Horz5=190(LC 4) — Max Up1ift5=180(LC 4), 4=-180(LC 5) Scale, =1:20.2 4, = 4 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TC 0.68 Ven(LL) -0.15 4-5 -687 240 MT20 2441190 BC 0.58 Venji.) -0.37 4-5 >278 180 WS 0.15 Horz(TL) 0.00 4 nfa n/a (Mafrtz-S) Weight 491b FT=0% BRACING - TOP CHORD Structural wood sheathing directly applied. except end verticals. BOT CHORD Rigid ceiling directly applied. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation aide. FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOTCHORD 4-5=228/293 WEBS 2-5=289/230, 2-0=-288/229 NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf, BCDL=3.0psf, h=15ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and fight exposed ; end vertical left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 5=180, 4=180. 8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and V gypsum sheetrock be applied directly to the bottom chord. FL Cert. 6634 April 3,2015 AWAFNING - Verily dWgn parameters and READ NOTES ON MS AND INCLUDED MIT EK REFERANCE PAGE All mv. OVI M015 BEFORE ME Dedgnvalid fa use only Wth Mirek connectors. rho design is based only upon parameters shown and u foran indrodual buiding acn-i ent. ��• Applcabtt, of design parameters and properincomomtian of component is acs nsblity of buldirg designer. not truss designer Bracing shown ofortatemisuppodofhdMdualwebmembersonly.Addiliomltemporary bracingtolnsure9abiltydunngconstruction athe responsibitiofthe For MiTek' .radar. Additional permanent bracing of the oveml structure Is the responsibility of the building designer. general guidance mggnding fabrication. quality cannot, storage, delivery, erection and brceng• consul AN91yrP11 Quality Cdfeda, DSB-89 and Rat Building Component 6904 Parke Ferri Blvd. Soletylnlormallon available fmmTmss Plate institute. 781 N. Lee Street Suite 312, Alexandria. VA YM14. Tampa. FL 331310 Job Truss Truss Type Oty Pry Walght Add'Non T6%5027 28423 903G Flat Girder 1 1 Job Refer e.(option 1 cam uoam tans, hOn YIBTR. IL.:t0Y0ti 6 2x4 II 7.530 4JUl 11 M14 MTek Indact ee, Inc. Fd Apoo 10.08:522015 Page 1 ID:OozukA?DDd3SXwBdu7ye0ira?bC4(aF66DSPU uEwOVdJ97OOfHvEMKcYNSBCAmgDzUTe9 8.9.4 4 10 3x4 = 1x4 II 3x4 = 4 a4 II Saale=1:19.1 4b10 b 10 LOADING(psf) SPACING. 2-0-0 CSI. DEFL. In (too) Ude0 L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) -0.02 5-6 >999 240 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.05 5-6 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.31 Horz(TL) -0.00 4 Na his BCDL 10.0 Cade FBC201 D/TPI2007 (Matrix-M) Weight: 4916 FT-0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4SPNo.2 WEBS 2X4 SP No.3 BOTCHORD REACTIONS. (lb/size) 6=748/Mechaniwl, 4=647/0.74 Max Horz 6=149(LC 4) Max Uplg16=287(LC 4), 4=255(LC 5) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(I1h) or less except when shown. TOP CHORD 1-6=655/306. 1-7=-759/312, 7-8=-759/312, 8-9-759/312, 2-9=-759/312, 2-10=759/312, 10-11=759/312, 11-12=759/312, 3-12=759/312, 3-4=583/265 WEBS 1-5=3331818, 2-5=-614/356, 3-5=-337/824 Structural mod sheathing directly applied or 6-60 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek ne mend that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide NOTES. 1) Wnd: ASCE 7-10; VUK=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MW=RS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate dreinage to prevent water panning. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load noncencurrenl with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (l=1b) 6=287. 4=255. 8) "Semi -rigid pachbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1431b down and 1371b up at 0-8-8, 1431E down and 137 lb up at 2-8-8, and 1431E down and 1371E up at 4-8-8, and 1431E down and 1371E up at 6-e-8 on top chord, and 66 lb down and 1 lb up at 0-8-8, 66 Ib down and 1 lb up at 2-8-8, and 66 Ib down and 1 lb up at 4-8-8, and 661E down and 1 lb up at 6-8-8 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard - 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 13=70, 4-6=20 Continued on vane 2 \I\111111111 ....N VF<��i 10 N 68182 FL Cert. 6634 ADril 3.2015 AWARNING- V4dlychcilpearmf. xndRMDX0na ON MSAW INCLUDED 50rEKREFER WPAGFIU? e.. OVIWoISMFOFE USE Designvaild far. onYwph Wek connectors. Th¢design 8 based onryuPon peramelea shown. and b loran individual budding component. Appkab%ty of de IM Porametemcnd properincorporatlon of component 8 respane'bdity of building designer -not buss designer. Bracing shown u for lateral support of individual web members only. Atldtional femporvybracing to Insure stability during conslmcllon b the responsailffy of the erector. Additional Permanent bracing of the ovemO structre u4 the respomibiny of the bald g desgner. Fw general guidance regaling MiTek' fabdcalan, quality control storage, delivery. erection and bacing, consult ANSI/TPII pua9ry Wedo. DSBA9 and SCSI Building Component 690r Parke Fast BIW. Salety Inloorallon avodaba tram Puss Plate lmtitute,781 N. Lee Sheet. SuOe 312 Alexandra. VA=14. Temps, FL 33610 Job Truss Truss Type Oty Ply Walght ABdalan T698502] 28423 B03G Flat Ginter 1 1 b Reference forptionall ur uoaR I Iuu, ].530sJu1112014MITBCInau9r.s,laa Fn AP1031099:522015 Peg52 IO:OozukA7DDd3SXwBdu7yeOim?bC-KaF66D5PU_uEwOVdJ9700fHvEMKcVNS8CAmgDzUTe9 LOAD CASES) Standard Concentrated Loads (lb) Vert: 7=114(F) 9=114(F) 10=114(F) 11=114(F) 13=-44(F)14=44(F) 15=44(F) 16=44(F) AWAWNO- VrXy design parunerens and READ MOMS ONI ME AND INCLUDED BBTENREFERANCE PAGEWF7W3 rev. W1,111,15 BEFORE USE Design valid far use only wdth Mitek connector This design is based only upon parameters shorn. and B for an lndiN ml buatlmg component. Nil'Applicability of design parameters and proper lnaomoroifon of compone t Is respomibaity of building designer -not torus designer. Bracing shown Is for lateral support otindividual web members only. Additional temporary bmcing to insure stcbllity dudng construction is the newonsibpaty of the erector. Additional permanent bracing of the overall slmcture is therespomiblAty of the building designer. For general guidance regarding MiTek' fabrication. quality control storage, deWery, erection and boxing, consult ANSVTPII Quality Gfeda, D5849 and BC51 Building Component Safelylnfmmsban available hornTwss Plate nsllMe. ]BIN. Lee5treel. Suite 312 AlexandM, VA 22314. 5904 Perko EaM Bind. Temps.R 3WI0 Job Truss Truss Type Oty ply walght Addiuon 28423 V] Valley 1 T6965028 1 b ReferenceI Ea., was rrvs, ran PA.. FL. amcn 2-o-0 7.530sJu11120141meklndushfes,lnc. Fd Apr0310U8:522015 Paget ID:OozukA?DDd3SXwBdu7ye0iza?bC.KaF66D5PU uEWOVGJ9700fHOOMOkYRL8CAmgDzUTe9 4.00F12 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. In (too) Vden L/d TCLL 20.0 Plates Increase 1.25 TC 0.03 Vert(LL) Na - Tire 999 TCDL 15.0 Lumber Increase 1.25 BC 0.02 Vert(TL) rda - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Hoiz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2010rrP12007 (Matrix) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=48/1-11-4, 2=37/1-114, 3=11/1-11-4 Max Ho¢ 1=20(LC 8) Max Uplift 1=12(LC 8).2=22(LC 8) Max Glav 1=48(LC 1), 2=37(LC 1). 3=21(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. Eaale =11.1 PLATES GRIP MT20 2441190 Weight: 5lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MlTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES. 1) Wind: ASCE 7-10; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf h=15ft; B=451t; L=24ft; eave=oft; Cat. 11; Exp C; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and fight exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about 8s center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 Pat bottom chord live load noncancument with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at Joints) 2 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) 1, 2. 8)'Seml-rigid pkchbreaks including heels' Member end fairy model was used in the analysis and design of this truss. ai CE N SFC�'A, * N 68182 %a T F 14J Z 00, ,i.a.�ss; fi N A111 E�C?�I FL Cert. 6634 April 3,2015 ®WARNING-Vady daalgnparaneran and READ NOTES ON THISAND INCIUDEDBe7EK REFERANCEPAGEMI-7473ral OVIMOISBEFOREUSE DesignwGd foruse any vlh Walk connectors. The design B based only upon paromaters shown and Is foran individual bugling component. Applcolaly ofdeslgn paramelem and proper incorporation of component a reaWnsmlily of building designer- not two designer. Mooing shown Is forlateral sVppod ofIndividual web members only. Additional temporay bracing to 1m stabilty dudng aanshuction is the respombllliy of the erects. Additional bracing the Is the re, MiTek' pemlanent of overal stmcture responvbiry of the building designer. general guidance regarding fabricolbm quality control. Manage. delivery, erection and bracing. corua ANSVrPII puaW Crtleda. DSB49 and SCSI Building Companenl 6904 Parka East Bind. EarlB Safeylnlormalion ovalable from Truss Plate lmtifute.MIN. Lee Sheet. Suite 312. Alexandlla. VA MIA.Tampa,FL Job Torras Truss Type Oty Ply Wa19MAdOBion T6965029 29423 V4 Valley 1 1 rence(ontionan tear Vaar iron, Pan P*=. 1'L:f0Y6C W 40O I.NV 8I. 11.,.a , eR Ina1151nea,la.. YnM .'a:.aaa'on. Yager ID:Ooz kA?ODd3SXwBdu7ye0iza?bC-KaF66D5PU_uEwOVGJ9700FHynMMTYRLBCAMgDzLtTe9 LOADING (pat) SPACING- 240-0 CSI. DEFL. in (loc) Well L/d TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) nla - Na 999 TCDL 15.0 Lumber Increase 1.25 BC 0.16 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (lb/size) 1=131/341-4, 3=131/3-11-4 Max Horz 1=65(LC 5) Max Uplift 1=42(LC 8), 3=-45(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(I1b) or less except when shown. 2 W II PLATES GRIP MT20 244/190 Weight: 121b Fir =0 Scale =1:9.5 Structural wood sheathing directly applied or 4-0-0 oc purins, except end verlicals. Rigid ceiling directly applied or 10-0.0 oc bracing. MTek recommends that Stabilizersand required cross bmcing be installed during Wss erection, in accordance with Stabil¢er Installation gu'de NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Fxp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed: end veNcal left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5)' This truss has been designed for a live Iliad of 20,Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at joint(s) 1, 3. 7) "Semi -rigid phchbreaks including heels" Member end fairy model was used in the analysis and design of this truss. Oki pIE i N/6j.81Jg82 '• FL Cert. 6634 April 3,2015 ®WARNING-VaitydWgnpa elereend READNOTESONTHISANDINCLUDEDBgrFJ(REFERANCEPAGEBgpT4TJrea. OWWOISBEF011EUSE Designwlidforase onryvrith MTekcarrectors.ThlsdeSgn u basedo*tscon aammetersshown, andisfacatindNdualbWdmgcomponent. MRAppGcabgly of tlesign parameters and pmperincomomHon of component h responsanlyof buOdmg designer -Trot lean designee Bmaing shovm Is forlateral wpacri of lndNidaal vreb members only. Addfional temporary bracing to insure stabllitydueng contraction B the ressonsib00fy of the M(Tek• erector. Addfional permanent bracing of the overall shuarre is the responsibir'ty of the building designer. Forgeneml guidance regarding fabrkation quarty cannot, storage. delivery. enaction and bracing, consult ANSVRII Quaay Cdleda, DSBd9 and BCSl eupding Component 1Y1 eggs Pane Fast BM. SafetylalamaBan avdJable from Trun Plate institute]61N. Lee Street. Suite 312- Alexandda. VA 22314. Tampa, FL 33610 Job Truss Truss Type Dry Ply Walght Addition T6966030 28023 V6 Valley 1 1 Job Reference fointionan nnprw iu:ua:v Xu,a raga , ID:OozukA7DDd3SXwBdu7ye0iza7bC.pnpVJY51 F105YA40edxsp TmdKHubHDgbKMfzUTeB 6o 3 2X4 % 2x4 11 Scale =114.0 LOADING (psf) TOLL 20.0 TCDL 15.0 BCLL 0.0 • BCDL 10.0 SPACING- 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Ina YES Code FBC2010rrP12007 CSI. TC 0.86 BC 0.51 WB 0.00 (Matrix) DEFL. in Vert(LL) me Vert(TL) n1a Hoa(TL) -0.00 (loc) Udell Ltd - n/a 999 - nfa 999 3 n/a rda PLATES GRIP MT20 2441190 Weight: 19 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc punins, except BOT CHORD 2x4 SP No.3 end venicals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed during tress erection, in accordancewith Stabilizer s REACTIONS. (lb/size) 1=221/5-11-4, 3=221/5-11-4 Max Horz1=110(LC 5) Max Upl'm l=70(LC 6), 3=75(LC 8) FORCES. (Ib)-Max. CompJMax.Ten. - All forces 250(lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsh BCDL=3.OpsY h=1511; B=45ft; L=2411; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and fight exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 3. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 111111111/// QU IN ;J .GENS�.F��4'. N 68182 1111111 FL Cert. 6634 April 3,2615 ® WARNING -Vere daaign paramerars and READ NOTES ON THIS AND INCLUDED 48TEK REFERANCE PAGE AV-Wd m. OVI MO15 BEFORE USE it Design valid far use any with ANTek connecton,rhih design B based only upon parameters shown. and 4 far an lndvWual buff ing component. OFApplicability Applicability of design parameters and proper Incorporation of component respombilf, of bulding designer -not huz designer. Braden shown a talatemis pofiolhdMdualwebmembenonNional . Acc temporarytxacing to Insure dabNlydudng consinxtion isthe responsblfty of the erector. AdditionalpennonentbrocingoftheovemAstruchnehtherescowbiGryofthebuldingdesUner.ForgeneralWidanceregarding MiTek' fabrication, quaSN contest. storage. delivery, erector, and bracing, oonsult ANSI/3PII Duality Cdleria1411,89 and BCSI BUifing Component 6906 Parke fast BNd. Soletylnfamatlon ovobble from Tess Plate Institute,MIN. Lee Street, Suite 31Z Alexandra. VA 22314. Tempa. FL 33610 Job Truss Truss Type Qy Ply Walght Mention 1 1 Tfi9650]t 2e4z3 vs valley 1 1 Job Reference forsionall Fast Coast Truss, Fort Plerce, FL M946 &o 7.530 a Jur 112014 Mnek industries, Inc. Fri Apr 03 10:08:53 2015 Page 1 ID:OozukA?DDd3SXwBdu7yeDlw?bC-pnpVJY51 FI05YA4gtteccsp7vmhBHunHQgbKMfzUTe8 2x4 II Soon. =1:172 5 4 2x4 as 1x4 2x4 11 I LOADING(psf) SPACING. 2-0-0 CSI. DEFL. in (loc) Vdeg Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) nfa - Na 999 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.20 Vert(TL) nfa - n/a 999 BCLL 0.0 • Rep Stress Inv YES WB 0.05 Hmz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC201 O/TPI2007 (Matra) Weight: 271le FT=0% LUMBER. BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling, except BOTCHORD 2x4 SP No.3 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling d'Bectly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 M7ek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. (lb/size) 1=102/7-11-4,4=145/7-11-4,5=37677-11-4 Max Harz 1=154(LC 5) Max Upliftl=16(LC 8), 4=-41(LC 5), 5=148(LC 8) FORCES. (Its) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=2891168 NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=9.Ops1; BCDL=3.Opsf; h=15ft; B=4511; L=24ft; eave=oft; Cat. 11; Expa C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree notation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 sf bottom chord ve load iwith any e live p1 5) Thiss truss has been designed forall areas wherent a live load of 20. psf onthe bottom chord arectangle 3.6-0 tall by 2-0-0 wide will `,,`Qu i N fit between the bottom chord and any other members. 6) Provide mechanical connection (brothers) of truss to bearing plate Capable of withstanding 1001b uplift atjoint(s) 1, 4 except (jt=lb) ,*4 �'�,••�� E N g'•.F� /i 5=148. �- F '•, �i 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. N 68182 *. LU T OF �•,/,SS ... Al • FL Cert. 6634 April 3,2015 ®wA NO-VWfydazdgn Paramafersand NEADNUTESON7P0s AND1NCLWEUNn KNEFENANCEPAGEN 7473rev.gVlWO156EFU6 USE Design valid to use any with MTek connectors. Thb design is based only upon parameters shown and is foram insry ucl building component. Applicability of design parameters and proper Incorporation or component B responablity of bulding designer -not trus designer. Bracing shown 4forlatemlwppMofhdMduaiwebmembemony. Additional temrsofarybracingdolnsurssdablGNduringconshuctionbiheresponsibUtyofthe . erector. Additional pemgnent bracing of the overall structue a rthe resporsbTty of the building designer. For general guidance regarding MiTek' fabdcatksn, quality Control, storage. delivery. erection and bracvg, cansult ANSVrPdl Quality World. DS849 and Bat Building Component 69M Parke East SM. Sufeylnformallon available from Truss Plate Institute. ]81N. We Street. 5ui1e 312 Alexandria. VA 22314. Tampa, F. 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-'at' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. ' Plate location details available In MITek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI I: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System I 6-4-8 I dimensions shown t scale) III (Drawings not to scale) t 3 a O x U O 1 BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 © 2012 MTek® All Rights Reserved Welk® MiTek Engineering Reference Sheet: Mll-7473 rev. 02/16/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Addifional stability bracing for truss system, e.g. diagonal orX-bracing. Is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of fills truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at Joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant preservative treated, or green lumber. 10. Camber is a nonshuctural consideration and is the responsibility, of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided of spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 U. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/IPI I Chatty Criteria. 9f9/1015- Florida Building Code Online I BPI . .. 011, ,...,.,.., :.. Florida Departments BCIS Home Lag In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map I Links I Search Busines SR Public ublPo0EhicUser Regulation Pmduct Approval Menu > Product or Application Search > AOnlicaten Lis[ > Application Detail FL # FL11120-Rll Application Type Revision Code Version 2014 Application Status Approved *Approved by DSPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method 51 ]ELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Kaede McLaughlin fbcl@jeld-wen.com 3ELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Windows Single Hung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute, Standard TAS 201 TAS 202 TAS 203 Method 1 Option A Year 1994 1994 1994 https:lAwiw.floridabuilding.orglprlpr_app d8.aspx7param=wGEVXQvADgttaGslp3GvurcMg60g75XHPQtB4FLfzFnPQhH1uhdqgg%3d%3d 112 9/9/2015 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online 04/15/2015 04/15/2015 04/21/2015 FL# Model, Number or Name Description 11120.1 Premium Atlantic Aluminum Single Hung (6100) 52 1/8" x 75" Single Glaze (5/16" PVB or SGP Lam) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11120 RSS C CAC NI011135.01-R1 Certificate.odf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: Yes 06/30/2016 Design Pressure: +60/-60 Installation Instructions Other: Product conforms to rule 61G20-3 FL11120 R31 II IELD0107 RevB.Odf Verified By: Robert Amoruso, PE 49752 Created by Independent Third Party: Yes Evaluation Reports FL11120 RSS AE PER 2159 Rev2.odf Created by Independent Third Party: Yes 11120.2 Premium Atlantic Aluminum Single Hung (6100) 53" x 91 5/8" Single Glaze (7/16" SGP Lam) Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL11120 R11 C CAC NI011135-R1 Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2020 Design Pressure: +80/-80 Installation Instructions Other: Product conforms to rule 61G20-3 FL11120 RSS II JELD0102 RevA.Ddf Verified By: Robert Amoruso, PE 49752 Created by Independent Third Party: Yes Evaluation Reports FL11120 R11 AE PER 2107 Revl.odf Created by Independent Third Party: Yes 11120.3 Premium Atlantic Aluminum Single Hung (6100) 52 1/8" x 75" Single Glaze (5/16" PVB or SGP Lam) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11120 R11 C CAC NIO11335-RS.Odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2020 Design Pressure: +60/-65 Installation Instructions Other: Product conforms to rule 61G20-3. Interlayer: DuPont FL11120 R11 1I NCTL-210-3827-1 Install.Odf Butacite PVB NOA 11-1118.03. DuPont SentryGlas NOA 11- Verified By: Hermes Norero, PE 73778 0624.02. Created by Independent Third Party: Yes Evaluation Reports FL11120 RII AE PER2903 Odf Created by Independent Third Party: Yes Back Next Contact Us :: 1910 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Pdvacv Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which on be made available to the public. To determine if you are a licensee under Chapter 455, F,S., please click here . Product Appro"I Accepts: M ® 9. M CII a a r FE Mips:(Avww.Floridabuildirg.org/pr/pr app dtl.aspx7param=wGEVXQwtDgttaGsip3GvurcMg6og75)(HPQtB4FLfzFnPQhHluhdggg%3d%3d 212 JELD-WEN PREMIUMA TTLWICAL UMINUM 6100 SINGLE HUNG WINDOW, LMI GENERAL NOTES: INSTALL MONANCHORAGE DETAILS INSTALLATION NOTES: 1. THIS PRODUCTIS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANEZONE(HVHZ) OFTHE CURRENT FLORIDA BUILDING CODE 1.ONE (1) INSTALLATION ANCHOR IS REOUIREDAT EACH ANCHOR LOCATION SHOWN. (FBC) AT THE DESIGN PRESSURE(S)STATED HEREIN. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED I.I. HEAD INSTALLATION ANCHOR MAY BE ANGLE AS NEEDED TOALLOW INSTALLATION. SEE TEST REPORT# NCTU21ONWA, DATED ON14107,NCR-21bM66-1, DATED OW17/07 AND ASSOCIATED LABORATORY STAMPED DRAWINGS SHEET 3, BECTIONE AND WERE TESTED IN ACCORDANCE WITH CURRENT HVHZ PROTOCOLS. L THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO 2.AOEOUACYOFTHEEXISTINGSTRUCTURALCONCRETE&NSONRYAND a FRAMING ASA MAIN WIND FORCE RESISTINGSYSTEMW+ABLE BE USED FOR PRODUCT INSTALLATION. OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3. SHIM AS REQUIREDAT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM SIZE IS 1141NCH. SHIM WHERE SPACE OF 1116INCH OR GREATER OCCURS. 3. IX PT BUCKS AND 2X PT WOOD FRAMING (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER STRUCTURE BUCKDESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF RECORD. 4. IN AREAS WHERE WIND-BORNE DEBRIS PRCTECT )N REQUIREMENTS EXIST, USE OFAN APPROVED MIAMI DADE IMPACT PROTECT# SYSTEM IS NOT REQUIRED. S. MATERIALS: 5.1 WINDOW FRAME MATERIAL: ALUMINUM ALLOY: 6063T6 (FRAME HEAD, SILL, JAMB) 5.2 LAMINATED GLASS INTERLAYERS: 521 CURRENT WkM1-DADE NOTICE OF ACCEPTANCE (NIA) FOR DUPONT SENTRYGIAS INTERUWER 5.21 CURRENT MIAM4DADE NOTICE OF ACCEPTANCE (NOA) FOR DUPONT BUTACITE FVB INTERLAYER 6. GLASS MEETS THE REQUIREMENTS OF ASTM E1306 1. T. DESIGNATIONS'%' AND'0' STAND FOR THE FOLLOMNG %:OPERABLE PANELAND O: FIXED PANEL & IN ACCORDANCE WITH THE CURRENT EDITION OFTHE FLORIDA BUILDING CODE, WOOD BUCKING SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN THE FLORIDA BUILDING CODE. 9. IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORDA BUILDING CODE, DISSIMILAR METALSINCLUDNGFASTENER TI TMAYCOME TO 4. ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR THROUGH 1X BUCK TO CONCRETE MASONRY, OR DIRECTLY INTO CONCRETE MASONRY SHALL BE AS SHOWN IN -ANCHOR SCHEDULE' THIS SHEET. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING SLD NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING 6. FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS WO MORTAR JOINTS T. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN 'ANCHOR SCHEDULE' THIS SHEET. 8. ANCHORS SHALL BE MADE OF CORROSION RESISTANT STEEL OR TREATED WITH CORROSION RESISTANTCOATING. 1 S IN CONTACT WITH ALUMINUM WINDOW FRAMING WOOD SHALL HAVE BEEN ANCHOR SCHEDULE PROTECTED AS DEFINED IN THE FLORIDA BUILDING CODE SUBSTRATE WINDOW FRAME TYPE SIZE MANUFACTURER ANDIOR FMBFDMENi(IN) LR EDGE DISTANCE ANCHORCAPACITIES TYPE SPECIFICATION (IN7 (a BASE) ON THRU-FRAME NON. 2000 PSI CONCRETE CONCRETE FLATHEAD 3116' RW TAPCONS(0 1-10 1-118" ANDCOMPLIESWITHACI (FLANGE) 301,AC1318ANDALI355 STRENGTH DESIGN PRESSURE RATING(PSF) IMPACTRATING LARGE LE MASONRY (BLOCKfCMU) THRU-FRA& (FLANGE) FLATHEAD 3116' ITTAPCONSIO 1' 2 CONFORAWCETOASTM A.0/-Q0 IMPACT C-90, MEDIUMMIGHT TABLE OF CONTENTS WOOD(FLANGE) THRU-FRAME FLATHEAD N0. 10 ANSI B18.6.1 (WOOD SCREW) ASMEBIB.6.4 1JIB' 3/4" VNOODLM THANNIMUM SPECIFIC GRAWTRAVIT YOF SHEET SHEETDESCRIPTION 1 GENERAL& INSTALLATION. NOTES. OP (TAPPINGSCREW) 0.55. CHART AND ANCHOR SCHEDULE 2 ELEVATION & ANCHOR LAYOUTS STEEL STUD THRU-FRAME (FLANGE) FLATHEAD NO. 10 ASME B18.6.4 (TAPPINGSCREW) 3SCREWTNREADS EMBEDMENT PAST INSIDE 3M" 18 GAGE, 33 KSIYIELD STRENGTH MN. STEEL 3 VERTICALANDHORIZONTALSECTIONS OFSTEELSTUD-SWEB STUD 4 GLAZING & CORNER DETAILS NOTE: 1) RW (ADVANCED T R5kDFDRM T®4NOLOGY) TAPCONS WLL BE USED FORO]NOiE1FINASONT' PSTALLATON. 5 BILL OF MATERIALS & COMPONENTS 2) FORWOOD OR TAPPING SCREWS N TROFRANE INSTALLATIONS NRT WOOD SLESIRkTE; F SFLITING S A CONCERN, ORLI. 118" PLOT HOLE FOR NO. IO SCREW. Rab4AAmuao.P£ FbAEa P.ENe.49152 Dlgltal"IgnM by RobeNLAmomw, y� P£ - ON: m=Roberti. fifptJ,eeyti ss AmoNso, PE, goa: ,Woc o4TCPm uct Design Gmup,LLC, ou=FLP.ENo. n e4 pe e Na25935.� email=robe=Us oale:201A=U6 Date:2015.0W' 9gt42Ta4EB� 53 1/4" MAX. O.A. FRAME WIDTH ALL CORNER 50 1/2" MAX. O.A. 6" MAX. FROM L4��..��3� 10 5116" MAX SPACING IS FROM SASH WIDTH CORNERS (TYP.) I I O.C. (TYP.) INTERIOR BUCK 46 3/4" MAX. O.A. D.L.O. WIDTH 37° 32 3/4" 0C E 4" MAX. FROM 010�(TYP.) MAX. MAX. 3 3 CORNERS (TYP.) 4" MAX. FROM O.A. O.A. CTR. OF MEETING D D 4' MAX. FROM SASH D.L.O. 3 0 3 CTR, OF MEETING RAILS (TYP.) 7M�" HEIGHT HEIGHT 0 RAILS (TYP.) 0 3"(TYP) OA __-_---_ FRAME �� S STEEL �� HEIGHT 37" 323/4" [If,, MAX MAX 3 X REINFORCEMENT 3 (TYP.) 3SPACES O.A. O.A. 3" (TYP.) X 7 1/16" MAX. D.L.O. O.C. (TYP.) SASH A WEEP NOTCH HEIGHT HEIGHT 3 (0.5"x LEG HEIGHT) el 3" (TYP.) 4" MAX. FROM ELEVATION CORNERS (TYP.) ANCHOR LAYOUT SINGLE HUNG SINGLE HUNG FLANGE ELEVATION FLANGE INSTALLATION EXTERIOR VIEW EXTERIOR VIEW 0IN 00 m 0 a Y 5 Ra nl ArtaNMRE. h P.ENoASM Dl,lt Robe .l4 A(, by Rob.J.A...., j P.E DN:cn=Robertl. Isti", Amaruso,P.E, ac, 1. boigC G.o p, j�:4 besign Group, LLC I•+` gyp` hate: 2015.03A9 �eT 09:24V0-04'00' 1X WOOD BUCK BY OTHERS (SEE GEN. NOTE 3, SHT. 1) SEALANT BETWEEN FLANGE &. SUBSTRATE W/ VULKEM 116 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT EXTERIOR FINISH. BY OTHERS PERIMETER SEALANT BY OTHERS EXTERIOR INSTALLATION ANCHOR VARIES. SEE ANCHOR SCHEDULE SHEET I. - SUBSTRATE VARIES. SEE ANCHOR SCHEDULE SHEET 1. MIN. EMBEDMENT VARIES. Iti\ 1/4•MAX SHIM u \\ SHIM AS REDO. (SEE O INSTL. NOTE 3, SHT 1) SEE DETAIL 3 INTERIOR ON SHEET4 C VERTICAL SECTION SINGLE HUNG FLANGE INSTALLATION FF HE 7( MIN. EWE DISTANCE VANES. SEEANCHOR SCHEDULESHEET I. 1X WOOD BUCK BY OTHERS (SEE GEN. NOTE 3, SHT. 1) SEALANT BETWEEN FLANGE & SUBSTRATE W/ VULKEM 116 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT EXTERIOR FINISH. BY OTHERS PERIMETER SEALANT BY OTHERS EXTERIOR INSTALLATION ANCHOR VARIES. SEE SE 8 �' 18 ANCHOR SCHEDULE SHEET 1. 4 a SEE NOTE 1 p THIS srvEEr SUBSTRATE VARIES. SEE ANCHOR SCHEDULE SHEET 1. F 16 HE W O qc MIN. EMDEOMENTVPNES Dom, Ri CS sEEPNCHORSCHEDULESHEETI. 3 , AXSHIM SHIM AS REQ'D.(SEE <INSTL. NOTE 3, SHT 1)o N SEE DETAIL 3 INTERIORw iON SHEET4 o xF VERTICAL SECTION SINGLE HUNG FLANGE INSTALLATION AB NOTE 1: INSTALLATION ANCHOR MAY BE INSTALLED AT AN MIGLE TO ALLOW CLEARANCE OF UPPER SASH TOP RAIL SPRING LOCK WHILE OBSERVING EDGE DISTANCE REQUIREMENTS ,ILS SHOWN ABOVE. SHIM AS REQ'I INSTL. NOTE 3, INTERIOR SEE GLAZING DETAILS ONSHEET4 EXTERIOR SEALANT BETWEEN FLANGE & SUBSTRATE W/ VULKEM 116 Oft 1X WOOD BUCK BY OTHERS PERIMETER SEALANT EQUIVALENT STRUCTURAL BY OTHERS (SEE GEN. NOTE 3, SHT. 1) ADHESIVE SEALANT EXTERIOR FINISH EXTERIOR FINISH SUBSTRATE VARIES. SEE ANCHOR BY OTHERS BY OTHERS SHIM AS REQ'D. (SEE SCHEDULE SHEET 1. ,„ter, „ter MAX. O.A. FRAME WIDTH 531 VERTICAL SECTION SINGLE HUNG FLANGE INSTALLATION 1/4' MAX. SHIM MIN. EMB SHEETI. 1�ZSEEANC �SL Sc RATE VARIES. SEE ANCHOR ULE SHEET 1. INSTALLATION ANCHOR VARIES. SEE ANCHOR SCHEDULE SHEET I. (SEE GEN. NOTE 3, SHT. 1) SEALANT BETWEEN FLANGE & SUBSTRATE W/ VULKEM 116 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT HORIZONTAL SECTION SINGLE HUNG FLANGE INSTALLATION mI n r m FWM P.E.mNo.4 7V Flanb P.No.9BT52 I' 1 DigiullYSlgnedbY yy Robertl.Amoruw, RI P.E DN:m=Roberti. Lei nuei"'.., o=PTCo,P.E. =PT i ��tieu6 a C Pmdud G.up, =De51gn EN. LLG `• n =FLP.E N. '{�\`e 4975Z FBPE Cm oT ♦i9roxM[,.. a Aw1,: 616:2Shi, N 't emall=mIwr`@plc-", corpcam, c=US Date:i015A3A9 11/32'(NOMINAL THK) LAMINATED UNIT CONSISTING OF: n ° —{ r-1/8'ANNEALED GLASS, 11/32'(NOMINAL THK.) LAMINATED g 0.090' DUPONT SENTRYGLAS®INTERLAYER, UNIT CONSISTING OF: p 1/8' ANNEALED GLASS, S^ E 11 1/8'ANNEALED GLASS .6 �° \ 0.090- DUPONT PVB INTERLAYER, U pg� \ a 1 1/8' ANNEALED GLASS w 8g aS55E 3 K G_ lF° 314'MIN. INT. GLASS BITE 1 EXL -+ GLASS BITE ; EXT. INT. GLAZING DETAIL 1 0 10 GLAZING DETAIL 2 5' w �$gru N 2iR tp 2W0N30z21 Z id6° TOP SASH AND TOP d a LL MAIN FRAME UPPER w ' X v u AR"y CORNER 1] ss gg 1 &P . m a PLOTWrRCORNER M MAIN FRAME 7 DETAIL 3 DETAIL 4 A°mnANmuw. P.E Plorl4a P.E N°.4815] 1 N Digitally 99nM by I; 1 Pob¢n1.Amomm /P.E Am9laso, PF.o=PtC Prodoa Design Imo) °Group, LLG omFL <y I1v er P.ENo.49)Sl, WE Cert: o(A. A.M. No. .ems, P3`"h 15935;`:reyy®.;x1 email=ro,-US --� 5'J{ wrps5-16 .MSM J Da1W 01 FRAME HEAD ° 0.050' TYP. THK.e -a2.813" 1- --3�-- , 1 BJ v1 O GLAZING BEAD 606&TIIALUMINUM 0.050- TYP. THK. 8 r0.752' 0.080' II V� 50 TOP SASH INTERLOCK 608&TB ALUMINUM 0.050° TYP. THK. 1.1.O 99° 2s w of --4 1--0.937° 02 FRAME SILL 6063-T5ALUMINUM 0.060" TYP. THK. I-2.813'--1 0.]92' eq Oa PULL RAIL / LIFT RAIL 6063-T6 ALUMINUM 0.050° TYP. THK. -� 1.756- �1 2.32Y -1.1j73'0' 0.93]'- �- O BOTTOM SASH INTERLOCK 6063-T6ALUMINUM 0.050" TYP. THK -�-I tt 0.937' ZIT"1.199, P-r L O FRAME JAMB 6063-T5 ALUMINUM 0I.0-50' TYP. THK. y--2.773' 1 1.6 17 l u l 1.11T 2.25T' 6OSASHJAMBSTILE 11 VINYLWEDGE 13 REINFORCEMENT 6063-T6 ALUMINUM VINYL ASTM A-36 STEEL 0.045" TYP. THK. 0.050" TYP. THK. 0.937' �- ����-j ¢ j:- �0.825' H17 7 25' TN N I 0.408' �0.5� 0.919° ® 1 I 2e BALANCE GUIDE VINYL 0.149' TYP. IT K. i O 29 TAKEOUT CLIP STEEL X7 ALUMINUM 0.050°ITY�PL. THK. J59' 14 SPRING LOCK 8 SASH LOCK ALUMINUM DIE CAST METAL U�1T _ Eir-0.765" f .826" T I\t'A2 1 3o FRAME HEAD GASKET FOAM 0.060' TYR THK. 0.575' 0 1.567' 2.803" �15" L602° 77 EIXED SASH BRACKET ALUMINUM 0.070- TYR THK. 1.203' L 1 0.6}8T]' �1T.013' I 31 FRAME SILL GASKET FOAM 0.060" TYP. THK. 3.02' 2.5] 1.92' 2.734° M 27 SASH CAM ALUMINUM OA63" TYP. THK. 2s SASH STOP VINYL 0.080' TYP. THK 0.7 1.048'-� �-- ml PMeol Mowa..P.E. Flmdo P.E. No. 497U fl Dlgirollysigned by Robertl.Amomso, 1 P.E 1 DN:m=N,P.E, F ' tiWo� a=PXPmdoa iOeslgn Gmup, LL4 n.Le oe 'W?ou=fl P.ENo. °:�• 1 F 49752.P8of ��.aµMy��f��• AUM`. Na:]525935 935'W'i ail=mbert@p[ai wry.cam,c=US 0975:26-04'00 Florida Building Code Online Page 1 of 1 Business & Professional Regulaion 4a+1'1 m ➢8Ak11#' �V>Ji➢girt,` n8%.my1i10A2' .'penAC3 D8fM r ProductApprairall Tlrofessigl�lileYLL ,H U15M. Fault: _ illegulafion Search Criteria Code Version 2014 FL# Application Type ALL Product Manufacturer Category ALL Subcategory Application Status ALL Compliance Method Quality Assurance Entity ALL Quality Assurance Entity Contract Expired Product Model, Number or Name ALL Product Description Approved for use in HVHZ ALL Approved for use outside HVHZ Impact Resistant ALL Design Pressure Other ALL Refine Search 11870.1 VALL ALL �1t AU - ALL ALL ALL ALL FL# Iitpg Manufacturer ImplildilgitildiBx Status F7.1i870-R4 Af rrnation IELD-WEN FL#: FL11870.1 Steven M. Urlch, PE (717) 932-8500 Approved His'tory Model: Clipped Aluminum Tube Mullion Description: Sx3 or ix4Tube Mullion Category: Windows Subcategory: Mullions .11 The Sam of Florida'¢ w PA/ffO anPkyer ida Florida Iaw, ar®I adlreze ara Wlafic rocrords. If you do rot wart yaa emmail adder rmar.ei In reporlsem a puhUa-m Drdi regrc4, tla iotsaid Cmric mail m the Bray. Irvaord,mnta2 dw ofioa by oore or by traditional mail. If you bare any qa ors, a, oob 850.987.1095.•Hm Mm m 455275(1), Florida ShG6¢, eaativa member 1, 2012, Ilion ad r ada OapRr 4 , F.S. must praNde tie De{eRment card, an anal address H V lase ore. Thor ar®6 pwidd rrey ba used for ofndal mmmuNmtlar wiN the lima However snail aMnese ara pubik reoard If you do rot wish m e oasaal adder, lease pmNdedio Daermiart with an argil ddraa which ran be nada erailahlem tha pibl'K To deOsrnine Hyau ara a Iim®under Po�dylW Approtral AomPts: [!✓t✓Sid is RE E CreditiAFE httn•//www flnridahnildin¢.nra/nr/nr atm 1st.asnx 9/15/2015 JELD-WEN CLIPPED ALUMINUM TUBE MULLION 'a LARGEAND SMALL MISSILE IMPACT RESISTANT - HVHZ MULUONSPAN VS- LOAD WIDTH TABLES-INSTALLA710NANCHOMWEDETAMS a GOIFRAL NOTES• WBTALIAIION NOTE3: 1. THESTBIEMDEBCRIBED HEREIN HAS BEENDESK)HEDAND TESTED W ACCORMNCEWIIHTM CURRENT 0=4 OFTHEFLORIDA L MWOMSMLLBEINSTAUMINACWI CEWIIH WAC)URERS'REMMMMOATWN& BIILWN6CODE FOR USE WIIHW ANDOUTSIDETHE NON VELOCITY HURRICANE ZONEPERTAS 201I M1203.AWALUMINUM mmm WHIRL. 2. ENSURE MINIMUM EWE DISTANCE FORALLANCHONSAS2 INTO CONCRETEANOTTO HOLLOW BLOCN, 2 NOi341J%INONABE W ALlAN1ABlE8TRE89 NAB BEEN UBEDIN THEDEBION OFTHI68YBTEM. W WD LOAD WMIIWJ FACTOR C4• IB HA9 BEEN UBEO FOR W000 ANCH011 DESIDN. & POSITWEAFANEDATNEDEBIGN PRESSURESCALCUTATED FOR USE WITH 1MSSYSIEMBHALLBE DETERMINED DYOTHFAS DNA JOS eF£CRICBABS W ACCORp4NLE WITH 1HEOWEiNING CODE 4. THE SYSFEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC SITE FOR SITE 00lIDRpNS DIFFERENT fApITHEGONORWN9 DETALLED HERM.A LICENSED ENGWEBROR REOISTEREDARCHRECF SHALL PREPAREBRE SPECIFCOOCUIENTS FOR USE W CONIINCTION WITHTHIS DOCUMENT. & PMLgr MMM SMLLVEROY MEAOEOUACY OFTHE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOOBUCKS lMY CfHEB) SI ANAL BE ANCHORED PROPERLY TO TTNNBFER LOADS TO THE EKIMNO RTRUMRE &ALLEXITNMWSHALLBEemB wALUWMIMALLOY,UNLESSNOTEDOIHERNIBE T. ALLFENEDTM PRDDUCIBTO IA9ED WITH THESE MULLIONS SHALL LIEETHAPPLIf01BLEC00E REDNREWNf0, s®. WOVD IDAp REBSTANMCE, AN & WATER WMFLTMTOµ FORCED ENTRY, BARGVAft08, ETG & TCW &BOTTOM DEIAILSSHOWN MAY BE INTERCHANGEDAS FIELD CONDITIONS DICTATE MULLIONS MY BE MOUNTEDVERRCALLY gLNIXiMOMALLYA9 MPUCABIE ` B.AN MOSIWlBEINSTALLEDWAOCOR CEW MANUFACNRERB'RE LIMENOATONS. to. WOOOXOSTSTRUCNREB BESBUNIEANPOIE•G•OMORGREATERDMSITY. It. YMl11W MCIKIR EMBEDMENTBHALLBEM NOTEDWHFAEN.MWIMUI4 EMBEDDENTANDEDOEOISTANLT: FXCVIDEB STUCCO, FOM BRICN,ANOOTHER WALLFWISHES. 12. M UIOSSHOWN HEREIN ARE LARGE MISSILE IMPACTRESISTANT.VERBY IMPACT RESISTANCE OF FENEBTMTXIN PROWCTS WBEUSEDWI HTHESEMUWONS. 13. MLlL1dL96NOWNN MMYBEU MMD RGEL93SLEIMPAU.SLM MMIMMACT,ANDNONMPACTAPPLI=M& 14. INACCDRDANCE WTTHAPMCABLE SECTIONS OF THE FLORIGA BIIILOING CODE, WOOD BUCKING SMALL MVEBEFMPIERERVATfVE TREATED OR SMLLBE OFA DURABLE SPECIE& 1& IN ACWImANCEWTTHAFMCABLE SECTIONS OF THE FLORIDA BUILDING CODE. DISSIMILAR METALS INCLUDING FASTENERB THAT MY COME INTO COWACT WRH ALUMUMM WINDOW FRAMING SHALL RAVE BEEN PROTECTED, TASLEOFCONTENTS SHEET SHEETOESCMPIION 1 GENERAL NOTES, INSTALLATION NOTES&ANCHOR SCHEDULE 2 ELEVATION 3 COMPONENTS 4 CCLJP ANDTCUP INSTALLATION DETAILS S 'GOAL-PO.RT CLIP INSTALLATION DETAILS 697 MULLION SPAN VS. LOAD WIDTH TABLES ]. WNFJIEANCHORB FASTENTO NARROW FACE OFSNO FRAMWO. ANCHOR SHALLBELOGTED INCENTEq OF NOMINALIA(MIN) WOOD 3TUD(Lo. B'd•EDOEg6TANCE 19 ACCEPTABLE FORANCNORBTO WOW FRANWG4 0. ANCI W RB i0 STEEL OR ALV W NUM SNALL NAV E A 4AMMWM EO C£ DISTANCE OF 1R. 1. WOOD HOST SIRUCRWE SMALL HAVE SPECIFICGMVITY(W)-Db60RORFATEE 6 ANCHOR REGUIREMEMBA9 SHOWN HEREIN. WCWDWO MINIMUM EMBEDMENTANUEDOE DISTANCE. EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHER. T. FOR Bill CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HE REIN WITHIN THE WHZ,A ONETIME SIIESPECIFIC NOTICE OF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED FROM THE MIAMFOIDE SUMDIO CODE COMPUANCE OFFICE PRODUCT CO NIROL DMSIOµ R. FOR SITE CONDITIONS DIFFEFENT MGM THE WNORKINS DETAILED HEREIN OIfTBNETHE HYH2, THE BU30ING OFFICWL MAY REDUIREA ON6TIME8f1E4;PELTFIC NOTICE OFACCEPTANCE BE OBTAINED, OR THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVLATION. 9. MERE EXISTING STRU CT URE 18 WOOD FRAM ING. EXISTING CONGT W NS MY VARY. FIELD VERIFY THAT FASTENERS ME INTO STRUCTURAL WOOD FRAMING MEMBERS, NOT 6NEATNWG. IS PRESSURETPFATED WOOD BULNB(BYOTNEft6)SHIN.BEANCXORED PROPERLYTOTMNSFER LOA0.9 TOTING. EXISTING SINUCNRE II. ANCH TOCONCREIEMDHOLLMCONCREIEBLDCKMYNOFBEUSMNC NCTIONWIH •OOAL+OST CUP AND CU P PUTS ANCHOR SCHEDULE: 1. TO CONCRETE BLOCK 1.1. 3110' DIA, ITW ADVANCE THREADFORM TAPCO,IS WITH 1' MINIMUM EMBEDMEW AND T MINIMUM EDGE DISTANCE M ATTACHMENT MY BE MADE THROUGH IXOR 2XWMOSUCXS OR DUMMY INTO MASONRY. 2 T026ODPSIMINHIUMCONCREM 2.1. 3H8• OIA.ITW ADVANCETHRMDFBRM TAPCONS WfM l-1/2' MIMMUM EMBEDMEW AND2114- MINIMUM EDGE DISTANCE. 22. ATTACHMENT MY BE MADE THROUGH U(OR2X WOODBUCKS OR DIRECTLY INTO CONCRETE 3. T02X WOOD BUCK OR 2X WOOD FRAME HOST SUBSTRATE 3.1. 810 WOODSCRMS OFOIOTAPPINO SCREWS (SMS OR SOS) WITH 1-i1T MINIMUM EMBEDMENT AND 314• MINIMUM EDGE DISTANCE 4. TO118•TIHIMMI I MB08 BALUMWIUMORSTEELSUBKMTE(FW-Fy-22KSIMWIIUM) 4.1. 010316 STAINLESS STEELSHEET METAL SCREW (SMS)OR SELF DRILIINGSCREW (SDS) WITH FULLTHREADPENETMTNMN OUGHHOSTMSSTRAEANDfITMINILWMEDGEDISTANCE Roto4AA mPA F PEN44BTSJ r- L1� D FENESTRATION \\ PRODUOTPER �L Ir 8EPAMIEAPIM2OVAL \\ W• MUWON A• 4 4 ® e MUWON 6WLLlON w 2 FElEB =N PRODUMPER FENEBTRAT PRODUCT PER FENEWR.ATXW PRODUMPER Wi BEFARAW SEPARATE BEPARAW APPROVAL APPROVAL APPROVAL 4 B 4 8 I f--W3+W4+W5- I II 1 NOTES 1. NUA4iER OFFEN6IRATIONPRWI�i6 UBeERNPATNTTNNSOY MAYBE EXCEEDED PROVIDED TMT NUWON LNRATIONGNOTEO HEPENARE NOT IXCEEDED. L MCHOMOEOFFENEB VONMODUCIGTOM=ONSBHALLBEM SEPAMTEAPPROVAL D. ALLO MWDESIGNPRESSURESSNALLBEOETERYME MMDESIM SCHEDULES. 4, MUIONSPANSANDTRIBMARYWLOTHSSHALLBEDETERMMEDMFOLL - 4.1. M IDNW 4.1.1. MUWONSPAN-Li 4.12. TREUTARYWIDTH•MH.W2y2 42 MNWON'B' 121. MUWONEPAN-L2 4=. MIBWARYWIDT-(M.MY2 4 WAUDN'O' 431. MuWINJSPAN=LS 43 TRMMARYWIOTN.LW4.W5y2 1 MULLED FENESTRATION PRODUCTS WITH TRANSOM 1 EXTERIOR ELEVATION SHOWN NOTE: MULLION DESIGNATIONS (MULLION'A°, MULUON'S'AND MULUON'C') PROVIDED IN DETAILS 111, 2/1 AND 311 ARE PROVIDED ONLY TO ILLUSTRATE THE DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS. ALL MULLIONS SHOWN IN THE REFERENCED DETAILS MAY BE ANY MULLION APPROVED HEREIN. FENEBIRATIQV PRODUCTPER sFPAMTEMPRwAL 'A' NDIFs 1. UN111A1EDNUMBER OFFEIJ<SIIUTDN PRODUCTS WIY BE MUILEDT00ER1Efl A98HOWN PROYDFOTMTNUUION W RATIONS NOTED HERF➢J M E NOT IXDEETIFD. 2 ANCHOMDEOFFENEGTM1DNPfl0DUCI8 TOMIIWONSSHALL BE PER GEPAMTEAPPROVAL D. ALLOWMMDMIGNPREBSURMSMLLBEOETERWMDFMM DESIGN SCHEDULES. 4. MULUON GPANS AND TRIBUTARY MMS 8HALL BE DETERMMED AS FOLLOWS: 4.1.1. MULUONSPAN-Li 4.12. MBUTARYWDTH.(W1.W{Y2 4 B FENEGTRATION P BVARAPET uOIIION �W'� OR APPRwPL GiRLSTMTE NULLroN FENEBRULTIDN .A. KAPMM� NOTES 1. UNLNRFDNDIRBEROF FENEBRNTDN WiODUGTB NAY DE PULLED TOG EMFA AB BM0.ttT fROVDEO TRAT NUWIXJ LMRATIONS NDTE[THERE➢1 ME NOt EXCEEDED. 2 S. ALLOWA8LEDEMGNPRMURESGIWL8E DETER W NED fAOM D E616N EGME W LEG. 4. MUWONSPANSANOTRDIRARY WIDTH98NALLBE DETER W NED AB T'OILO W8: 4.1. WRA=N'A` 4.1.1. MUWWWAM-LI 4.1.2. TRIBUTARYMM-(WI.W2y2 (w. FENESTRATION PRODUCTS FENESTRATION PRODUCTS 2 MULLED VERTICALLY `3 MULLED HORIZONTALLY RWeH,.A vuN PE Fk,Me PE.Na4aTE2 1 EMRIOR ELEVATION SHOWN EXTERIOR ELEVATION SHOWN �rOQS111111111/i/ JAME6 q� 40759 II 4.308ILL�T"- 1.000, y5�� ee 5° 25 S . --�--{— 0.728' . 7 6" a —�I-�j� OA78• 0.478' 0.126' D.125' 2.110' 0.125• 2.11T0° 0.125' 0' II I II 1.DDD' r 2.371• ' 1 I 1.375' 1 I s.soo• -D.stz' 0.375• 3.000' 3.000' 0.125' �I11 +--{1 0' T. �C0.438I0.438` 0.75WFXWWTYPICALCAL THU4UX MULLION S .. w'a 1" X 3° MULLION 'GOAL -POST CLIP ON 9 806346 ALUM. 806346 ALUM. _ $ O 4 I—� 1.000' 1.950' urt InGiau. nvcxu 1°ana+, "� I I 0.975' QQQ � (( I ANCHOR LOCATION, .29' 5.500' l �Eyf 3.000' 4.000 0.125' 0.110" o AYE ° a 4.340' �. 0.438' 0.970' o e WITH 1•X 3' 0.438' WITH t•X 3° 1��p d MULLION d MULLON ( @aa 2 1"X 4° MULLION °i ux4lroxu crox oumu �s3w� 8083-T8 ALUM. 1.BB5° .29" ���POST' CLIP PLATE /PAP Gam, C-CLIP `r 6063-TB ALUM. J 6063•TB ALUM. 4J 606346ALUM. I P°EmI J.Nmn"a P.E I RriY P.E Nv�°M4 4978E -1" x Tor 1° x 4' MULLION #10 SMS OR SDS WITH FULL THREAD PENETRATION INTO MULLION I x 3" or 1"x 4' MULLION #10 SMS OR SDS WITHFULLTHREAD PENETRATION INTO MULLION I ill 1" o o " a #10 FLATHEAD 22„ s9 SDS, (4) PER CLIP #10 FLATHEAD 910 FLATHEAD pg k1 SDS, (4) PER CUP SDS, (4) PER CLIP �u 9 1"13"or 1"x �6 of w 4"MULUON 1°x3° MULLION MULLION TYPICAL ATTACHMENT AT 1°X3"MULLION ATTACHMENT AT �\ 1"X4"MULUONATTACHMENTAT �g 1 UULLON INTERSECTION W/C-CLIP 2 MULLION INTERSECTION W/C-CLIP / o (MULLION INTERSECTION WIC -CLIP ®A 4 VERIIOALSECTION 4 SIOE ELEVATION 4 SIDEE ATIW Ad PH III I— SUPPORTING SUBSTRATE (SEE ANCHOR SCHEDULE) T �� 41 F1 tuLa� i I /tu�t/ DI DIST. `} DST. / DI .� ANCHORS PER SCHEDULE, (4) PER CUP ANCHORSPER ANCHOR 6 PER SCHEDULE, (4) SCHEDULE, (4) O PER CLIP PER CLIP 2" 2„ -+{ #10 FLATHEAD #10 FLATHEAD #10 FLATHEAD BOB. (4) PER CLIP SDS, (4) PER CUP SDS, (4) PER CUP 4„ —� t7l. 1"x Tor 1'x 4" MULLION 7" x 3" x 4° MULLION MULLION TYPICAL ATTACHMENT 1" X 3" MULLION 1° X 4" MULUON 4 WI T-CLIP %61 ATTACHMENT WITH T-CLIP 6 ATTACHMENT WITH T•CUP 4 VERTCAL SECTION 4 SIDE ELEVATION 0)SIDEEIEVMION Poke PZ. 40= 49759 SUPPORTING SUBSTRATE (SEE ANCHOR SCHEDULE) 1° EXTERIOR I EDGE V T. ANCHORS PER SCHEDULE EXCEPT FOR ANCHORS TO CONCRETE BLOCK (CMU) OR CONCRETE N. INTERIOR r 3/8" MIN. L 910 FLATHEAD BOB, (4) PER CLIP rx3"or1"x4"MULLION 1 5 TYPICAL ATTACHMENT WITH 1 'GOAL -POST CLIP 5 SIDE ELEVATION ,. NOTE:'GOAL-POST CLIP AND CLIP PLATE SHALL NOT BE USED WITH 3116-TAPCONS FOR ANCHORAGE TO CONCRETE OR HOLLOW CONCRETE BLOCK. MAY BE USED ONLY FOR ANCHORAGE TO WOOD, ALUMINUM OR STEEL I � E r 1.95" ANCHORSPER v SCHEDULE EXCEPT JFORANCHORSTO k10FLATHEAD 1.375" CONCRETE BLOCK SDS, (4) PER CLIP (CMU)OR CONCRETE 7SC O O M 4� $ 1"x3"Dr Ca 1"x 4° 0 3� a MULLION H 5 z 1 agog E� I TYPICAL ATTACHMENT WITH p�p 'GOAL-POST'CLIP S SECTION➢d? Q fl J.N .. P.E. fb)LP.E.Ni JW➢R DESIGN SCHEDULE: VxY MULLION WITH 'GOAL -POST' CLIP MULLION SPAN 7RIBUTARYWOM 18° 1 21' 1 24' 27• SO" 1 0 ° 3V 1 0' 1 47 46. 1 40, 108• VA 23A 20A 16.3 10.6 ..1 18.0 13.8 1 127 1 11A 11A As 100° 320 2&1 24A 21.8 10.7 17.8 16.4 16.1 14A 1&1 123 11.1 850 37.0 31.7 27.8 24.7 222 202 18.6 17.1 162 14.0 1&0 12.0 90" 44A SOB 88.7 no 27.0 24.6 220 20.7 103 1&0 16.9 16.3 86" 51.5 44A 28A 34.3 20.9 28.1 26.0 23.0 22.1 20LO 10.3 17.5 B4' 6&6 47.4 41.0 30.8 312 $0.1 27.0 20A 23Y 22.1 20.7 1&8 80" 84A 54.0 48.0 42.7 BOA 34.0 no 29.6 VA 2610 MA 21.7 it 60.0 6BA 494 44.0 3" 36.0 33.0 BOB 204 20A - 24.8 224 TB' 67A 6&1 Bola 45.2 40.7 37.0 33.0 31.8 29A V.1 254 23.0 77 71.0 813 62.7 41.7 42.9 BOB 3" 834 30.7 28A 1 28A 24.3 00" 764 BOB 68A 620 48A 42A 39.0 3" 33A 312 20.3 2&6 80' 71LO 73.0 64A 87.2 61.5 418 42.0 394 B&0 30 222 20.2 64• 76A 76.0 71la 0&0 672 62A 47,7 4/.0 4D.9 882 36A 32A 80.6" 76.0 78.0 76.0 07.9 01.1 60.6 60.9 47.0 43.0 40.7 38.2 34la 48' 7&0 78.0 7&0 71.6 64A 6BA 63.7 40.6 4BA 42.9 402 3&4 47 7&0 76.0 Mo 76.0 73.0 BB.B 01.3 6&6 B20 40.1 40A 41.0 . SBA' 76.0 76A 7&0 70.0 75.0 72.2 67.1 81.2 57.5 03.T BD3 4&6 88• 780 76.0 76A 1&0 76A 75.0 71.5 0&0 613 67.2 6&7 4&6 30° 76.0 784 764 76.0 764 76.0 76A 7SO 7&B O&7 64A 68.3 24' T&O 70A 7" 76.0 7" TOM 75.0 76A 70.0 70A i6A 72,8 DESIGN SCHEDULE: VxY MULLION WITH'T-CLIP' OR'C-CLIP' MULLION SPAN TRIBN7ARYWIM 1S' 21' 24• 27' 80" 33' 38' 1 39P I 42• 46• 1 40" 63' 1068 27.8 23.0 20.0 103 16.8 15.0 13.8 12.7 11.6 Ito 1D.3 1o0° 32.0 28.1 24.6 21.6 19.7 1 17.0 16A 10.1 14.0 1&1 12A 11.1 90" 37.0 31.7 27.0 24.7 22.2 20.2 10.5 17.1 15.9. 14.0 1319 12A 90• 44.9 30A 3&7 20A..- $43 27.0 24.5 22.6 29.7 10.3 *0 18A 16.3 or B1la 44.1 _ BOB 30.9 26.1 25A 23.8 22.1 20A 18.3 1716 B4" BOB 47A 41.5 38A 332 30.1 27A 26.6 23.7 221 2067 10.8 GOP 04.0 54.6 40.0. 42.7 SSA 34.9 32.0 29.6 27.4 260 24.0 21.7 70' 69.0 69.2 51.8 40.0 41A 37.7 344 31A 20.0 27A 20.8 23A TC' 74A 04.0 solo 49.7 44.6 40.7 aTA 34A 32.0 20.E 20.0 20.9 77 70.0 76.0 06.8 BOB 82.7 _ *A 47.0 •• l2.1 43A 40.6 37.0 3&1 32A 20.0 SB• 7&0 7&0 70.0 75.0 57.0 no 48.8 4&0 42.7 38.7 60• 71LO 76A 76.0 76.0 70.0 76.0 78.0 70A 04.0 00.7 0&0 61.6 64' 76.0 70.0 76.0 76.0 76.0 1 76.0 764 7&0 mo 72B 0&1 61.7 BOA" 75.0 7" 76.0 76.0 76A 76,0 76.0 78.0 76.0 711A 72.7 66.0 46' 4° 704 76A i&O ' 71LO 7&0 75.0 76,0 76.0 T&O 7010 XO 76.0 69.4 76A 76.0 78.0 75.0 76.0 76.0 7" 76.0 78.0 70.0 7&0 3". 76.0 711.0 70.0 70.0 760 7&0 7610 75.0 76.0 7&0 76.0 70.0 36• 76.0 76.0 76.0 76.0 76A 70.0 76.0 ".0 76.0 mo 7" 71LO 30•i 704 76,0 76.0 75.0 75.0 76A 76.0 76.0 75A no 70.0 70.0 24• 76.0 7&0 75.0 76.0 75.0 76A 76.0 760 76A 70.0 764 7E.0 I 1. DESION SCHEDULES PROVIDE MA%IMUMALLO'NASLE FOOT(PBq. 2 FOR DETERMINARONOFMUWONSPANSAND a F TFIBIRARY Wm1H9, &FE EIEVATIDN80N81�ET2 U. FOR INSTALLATIONS MLVJNO MORETHAN ONE TYPE Q OFCUPPERMILLION,USETHELESSERALLOWABLE qq22{{ DESIONPRESSURE. P-73 6 4. 'GDAL.PQ9T CUP MAY Nor BE UBEO FOR INSTALIATIONSTOCCNCRETEORCONCRETESLOCK (CMU} 8 �r S. ® DENOTES CONDITIONS NOTACCEPTABLE FOR USE Zp`y�s 3�Z Y 40762 DESIGN SCHEDULE: 1"x4" MULLION WITH 'GOAL -POST' CLIP MULLION SPAN TRIBUTARYWW14 IV 21" 24' 1 27" SO" a8" 88' I 3B• 42" 46' 1 40' 1 a0• 108" 48.6 41A BOA 32A 28,2 20.5 24.9 1 224 20.6 10A 1 182 1 18:6 100° 513 44.1 BOB 343 BOB 28.1 20 Z&6 22.1 20.6 1 103 1 17 96' 53.7 4&0 40.2 am 32.2 2113 20A 1 24.9 23.0 21.6 1 20.1 1 10,2 BO' 67.2 49.1 424 a&2 34.3 W-2 20A 20A 24.6 22A 1 BIB IOA BB' we SIB 44.0 30.9 SSA 32.7.. „ 33.4 20.0 21A 26.7 2410 224 20,3.. ON'81.3 52A 40.0 4010 08.6 , . 90.7 2&3 20LO 245 23A 2&6 80" 64.4 65.2 40.3 42.0 36.6 9.1 322 20.7 27.8 246 24.1 2168 TV 66.0 eta 49A 44.0 39A 8e.0 83.0 30.5 26.3 20A 24A 224 760 1 87.8 B&1 6010 48.2 40,7 37.0 33.0 313 1 29.0 27.1 25A 28LO 74" 1 71.5 61.3 6&7 47.7 42A 39.0 a8A 33.0 1 30.7 26.0 20.0 24.3 W. 1 75.0 00.0 60.6 52.0 4&0 42A 39.0 36.0 1 33A 31 28.3 296 ow 75A 1 73.8 644 67.2 61.6 40A 42A 39L0 38.8 348 322 28.2 64" TOO 74.0 71.6 63.6 672 52.0 47.7 44,0 IDA 302 364 32A 6&6° 70.0 710 75.0 67.9 61.1 55.5 50.9 47.0 43A 40.7 3612 846 4W 7&0 76.0 78.0 71.5 04A 58.6 63.7 4.SA 88.0 46.0 02.0 42A 40.2 304 42' 76.0 78A 764 76.0 73.8 09.9 - 843 _ 49.1 40.0 41.6 38A" 78A 76,0 75.0 76A 76.0 73.2 07.1 BIB 51.6 B37 50.3 41L6 38' T8A 76.0 78.0 760 76.0 76.0 746 66.0 613 57.2 63.7 48.6 30° 78.0 75.0 7B0 75.0 70.0 76.0 1 7&0 76.0 73.6 5&7 04A 68,9 24" 76.0 7" mo 75.0 76.0 1 70.0 1 76.0_ .75A TOA 75.0 76.0 12 DESIGN SCHEDULE: 1"x4" MULLION WITH 'T-CLIP' OR'C-CLIP' Ml&LION SPAN TRIMARYWIDTH IV 21" 1 24' 27" 1 30' 1 33' 20" 1 39' 1 42" 46" 48• 83" IOV a" 50.5 442 39.3 - 36A 32.2 28,6 269 2&0 22:1 20.0 100° 7&2 602 62.7 46.8 42,1 38,8 9&1 30.1 20.1 253 23,9 80" 76.0 00.0 B94 62,8 47.6 43.3 9&7 34.0 31A 29A 27.0 00" 763 78.0 72.3 642 57.6 62.6 48. 413 304 36.1 32.7 60" 76D 76A 7&0 73.6 B&3 00.2 552 #44.0 47.3 442 41.4 37484" 76.0 76.0 7&0 76.0 71.1 84.0 592 B& 47.4 44A 40280" 75,0 78B 7&O 76.0 76A 14.6 eat 6&a 64A 51A 40.6 78• 75A 75.0 7&0 76A 76A 76.0 73.7 63.2 6" 683 50.1 76" 75A 784 76.0 76.0 7&O 76.0 18.0 ee.1 023 68,4 5" 72' 75.0 764 764 76,0 76.0 75.0 76.0 74.6 BOB 662 $0.1 a. 71.0 15.0 76A 76A 1 70.0 76.0 70.0 76A 76.0 760 71.2 64A 00• 76A 76.0 76.0 750 1 76.0 75.0 7510 i&0 70.0 750 780 70.9 "I 75A 76A 75.0 76.0 75.0 1 76.0 75.0 75A 7&0 76.0 70.0 754 60.64 71L0 75.0 75.0 70.0 71L0 7&O 75.0 74.0 7&O 78A 76.0 76.0 48' 78A 7610 7&O 7&0 78.0 76.0 70.0 76.0 78A 76.0 760 76.0 42" 76.0 7610 75.0 76,0 75.0 75.0 70.0 76.0 7&O 7810 76.6 76A 30A" 7&0 76.0 75.0 7&O 76.0 76.0 75.0 70.0 "A 76.D 78.0 784 30• 7&O 7810 1" 75.0 76.0 76.0 75.0 76A 76.0 78A 75.0 76A 30° 76,0 78t ib.0 76.0 NO 78.0 75.0 78.0 78A 78.0 7610 70.0 ?A" 760 76.0 I 784 70.0 78,0 76A •16.0 7&0 no 7&0 ISO 70.0 1. DESIGN SCHEDULES PROVIDE MMMUM ALLOWABLE POSITIVE (4) AND NEGATIVE(.) DESIGN PRESSURES FOR USE WITH MUWON SYSTEM IN POUNDS PER SGUARE FOOT(PSF). 2. FOR DETERMINATION OF MULUON SPANS AND TRIBUTARY V DTHS, SEE ELEVATIONS ON SHEET 2. 3. FOR INSTALLATIONS UTILIZING MORE THAN ONE TYPE OF CUP PER MULLION, USE THE LESSER ALLOWABLE' DESIGN PRESSURE. 4. 'GOALYOST CUP MAY NOT BE USED FOR INSTALLATIONS TO CONCRETE OR CONCRETE BLOCK (CMU). 5. ® DENOTES CONDITIONS NOT ACCEPTABLE FOR USE RlftAI °iuo. PA P P.6NUIM TRINITY I ERD EVALUATION REPORT Owens Corning EXTERIOR RESEARCH & DESIGN, I.I.C. Certijcate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 037940.02.12-RS One Owens Corning Parkway a FL10674-R10 Toledo, OH 43659 Date of Issuance: 02/06/2012 Revision 5: 04/22/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5" Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Owens Corning Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 6. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was autherized by Robert Nieminen, P.E. on 04/22/2015. This does not serve as an elec raniwlly signed document. signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinityl ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. �J TRINITY I ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2008 3. REFERENCES: Entity Examination Reference Date UL LLC (CER9626) Physicals& Wind Resistance File R2453, Vol.3 02/15/2007 UL LLC (CER9626) Physicals & Wind Resistance 20120516-R2453 05/16/2012 UL LLC (TST9628) Physical Properties 06CA20263 04/18/2006 UL LLC (TST9628) Wind Resistance 11CA34308 02/18/2012 UL LLC (TST9628) Physicals & Wind Resistance 4786093137 02/01/2014 UL LLC (TST9628) Wind Resistance 4786126532 02/10/2014 UL LLC (TST9628) Physical Properties Classification letter 02/13/2014 Miami -Dade (CER3592) FBC HVHZ Compliance Various NOAs Various UL LLC (QUA9625) Quality Control Service Confirmation, R2453 Exp.08/20/2017 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Classic and Supreme are fiberglass reinforced, 3-tab asphalt roof shingles. 4.1.2 Berkshire are fiberglass reinforced, 4-tab asphalt roof shingles. 4.1.3 Devonshire'" are fiberglass reinforced, 5-tab asphalt roof shingles. 4.1.4 Duration, TruDefinition Duration, Duration Premium Cool, TruDefinition Duration Designer Color Collection, TruDefinition Oakridge , Oakridge and WeatherGuard HP are fiberglass reinforced, laminated asphalt roof shingles. 4.2 Berkshire Hip & Ridge Shingles, High Ridge, Hip & Ridge with Sealant, WeatherGuard HP Hip & Ridge Shingles, ProEdge Hip & Ridge Shingles and DuraRidgeTM Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.3 Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All Owens Corning shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to Va,d =150 mph (Vuit = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 All Owens Corning hip & ridge shingles and Starter Strip Plus noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for us in all wind zones up to V::d =150 mph (Vuit = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-RS Certificate of Authorization #9503 FL10674-R30 Revision 5:04/Z2/2015 Page 2 of 6 J TRINITY1 ERa 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Asphalt Shingles: 6.2.1 Installation of asphalt shingles shall comply with the manufacturers current published instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: ➢ Berkshire shingles require minimum five (5) nails per shingle. ➢ WeatherGuard' HP shingles require minimum six (6) nails per shingle. ➢ DevonshireT" shingles require minimum six (6) nails per shingle. ➢ Starter Strip Plus requires minimum five (5) nails per strip. Refer to Owens Corning published information on wind resistance and installation limitations. 6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. 6.2.5 Minimum Nailing — Classics&Supreme: Normal Mansard or At" pare Wind Areas High Wind doavanes y Area pars vientosnormafes Areas vFantos fuertas 6"Exposure Exposieidn 6.2.6 Minimum Nailing — Berkshires: Seabm Strip to the de se6adar Wat T= 9 VT ,.1 Exterior Research and Design, I.I.C. Certiiftate of Authorization a9503 Normal Mansard. or Area pare Wind Areas High Wind desvanesy Area pare Want" normaies Areas vientos fusrtes P"1 2AI tzt 6 6/i "Exposure Exposicidn Evaluation Report 037940.02.12-RS FL10674-R10 Revision 5: 04/22/2015 Page 3 of 6 ", TRINITY ERD 6.2.7 Minimum Nailing —Devonshire"": 6.2.8 Minimum Nailing — Duration®, TruDefinition® Duration, Duration® Premium Cool & TruDefinition Duration Designer Color Collection: 4 Nan Pattain -Esquema de 4 davos SureNa091astening area width AArrea do dowsSureNaOe �'I-.-TITy� tY lT � j=Tyr''-III I I 5Ye"Exposure Naas 5%&poswe 3sbyulg. de eW slcf6n paws 655pulg. de exyos614n 6.2.9 Minimum Nailing —TruDefinition Oakridge®, Oakridgee': 4 Nail Pattern Esquema can 4 clavos 12' 55/8" Exposure Erposiddin de 6619pulg. 5 5M' Expomm ETposlsidn de 66/BpWg. 6.2.10 Minimum Nailing — WeatherGuard®HP: Exterior Research and Design, I.I.C. Certipcate OfAuthorizoNon #9503 6 Nail . ha1ystvaiablWt l7reblpsndpoPattern a¢aandiwdotW.S dlor , Esquemabmm .*' deb CaVTmV"ftep p me \ 'SU19aiP 0sisrlm � hgmnu9 A.j,d,N aluwiflh SUI '* -4— 12' ^ iZ' ~ sBlvsNalP 5%.ExPOaufe Nails 5%Exposure 554putg. de urposieidn claves 5% putg: do exposldon: 6Nall Pattern Esquema con 6 clavos r r Nails. 55/a"&pasure C[depf 55B"Expodo6 ETposldbn de66/Bpufg. Expasicidn de 5/8pWg. Single Glib view _ CwrawttaRrb!{db Evaluation Report 037940.02.12-RS FL10674-R10 Revision 5: 04/22/2015 Page 4 of 6 „,�TRINITYJERD 6.3 Hip & Ridge Shingles: 6.3.1 Installation of Berkshire Hip and Ridge Shingles, High Ridge, Hip & Ridge with Sealant, WeatherGuard* HP Hip and Ridge Shingles and Pro Edge Hip & Ridge Shingles shall comply with the manufacturer's current published instructions, using four (4) nails per shingle. Installation of DuraRidgem Hip & Ridge Shingles shall comply with the manufacturer's current published instructions, using two (2) nails per shingle. Refer to Owens Corning published information on wind resistance and installation limitations, including the use of hand -sealing for wind warranties. 6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Minimum Nailing- Berkshire® Hip & Ridge and High Ridge: 6.3.4 6.3.5 Minimum Nailing- Hip & Ridge with Sealant: elm Fig.,2 - High Wind Fastening patter (4 Nails)` I[im Shingle and Discard 2,,. 2b Exoess . � Sealant T, Strip 72” 'Fastening. WY, 5 Exposure Distance I i 7 2 ". Minimum Nailing- WeatherGuard® HP Hip and Ridge: Fig. A Pmraanywaa ~�INn:ctbn Nalls Exterior Research and Design, I.I.C. Certii lcate of Authorization A9503 Fig. C Hip & Ridge Shingle Fastening. T.Pvbw flans Nalls r r r 1" P a• EYposuly L tr -J Evaluation Report 037940.02.12-R5 FL10674-R10 Revision 5: 04/22/2015 Page 5 of 6 v 6.3.6 Minimum Nailing- ProEdge Hip & Ridge Shingles: Prevailing Wind Direction Sadant Strip .--� 6' Exposure `J TRINITY I ERD Standard Fastening Pattern r� yl-I I--2 ICI~ t11� SeaWnt rr 6' Exposutre 6.3.7 Minimum Nailing— DurallidgeTM Hip & Ridge Shingles: Note: The drawings below pertain to minimum, as -tested attachment requirements. Refer to Owens Corning published installation instructions for their minimum requirements. Maien dmtm udrwnt Dimoe6n del simb prdxnimnt. I I I I 1 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFALTURING PLANTS: Contact the named CIA entity for information on which plants produce products covered by Florida Rule 9N-3 OA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625 ; (414) 248-6409; karen.buchmann@ul.com - END OF EVALUATION REPORT - Exterior Research and Design, U.C. Cert177c#te of Authorization #9503 Evaluation Report 037940.02.12-115 FL10674-R10 Revision 5: 04/22/2015 Page 6 of 6 Membrane Type: SBS Modified Deck Type 1I: Wood, Non -Insulated Deck Description: Minimum 19/32" thick plywood attached using approved nails spaced 4" o.c. at wood joists spaced maximum 24" o. c iem Typ Ts(4) Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: Fastening: Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8"o.c. in the lap and three rows staggered in the center of the sheet 8"o.c. Ply Sheet: (Optional) One ply of All Weather/Empire Base Sheet, Ultra Poly SMS, Glas Base, Flex -I Glas Base, Flex -I Glas FR Base or Poly SMS or one or more plies of Flintglas Ply Sheet (Type:IV) or Flintglas Premium Ply Sheet (Type VI) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or one ply of Black Diamond Base Sheet self -adhered or Flintlastic STA torch adhered. Membrane: One ply of Flintlastic GMS, Flintlastic GMS CoolStar, Flintlastic Premium GMS, Flintlastic Premium GMS CoolStar, Flintlastic FR-P, Flintlastic FR-P CoolStar, Flintlastic Premium FR-P, Flintlastic Premium FR-P CoolStar, Flintlastic FR Cap Sheet, Flintlastic FR Cap Sheet CoolStar adhered to ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs./sq. or Flintlastic FR Cap T or Flintlastic FR Cap T CoolStar torch adhered to ply sheet. Surfacing: (Optional) Any coating, listed below, used as a surfacing, must be listed within a current NOA. Install one of the following: 1. 400-Ib./sq. gravel or 300-Ib./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq. 2. Karnak (#97 AF) Fibrated Aluminum Roof Coating, FlintCoat A-150, APOC #212 Fibrated Aluminum Roof Coating at an application rate of 1 '/2 gal. /sq Maximum Design Pressure: -60 psf. (See General Limitation #7) MIAMMADECOUNW U., i NOA No.: 14-0224.03 Expiration Date: 06/19/18 Approval Date: 04/10/14 Page 15 of 16 WOOD DECK SYSTEM LIMITATIONS: A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS I I I and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-0224.03 MIAMI•DADE COUtMM Expiration Date: 06/19/18 Approval Date: 04/10/14 Page 16 of 16 JELD-WENT PREMIUMATLANTICALUMINUM 6100 SINGLEHUNG WINDOW, LMI INSTALLATION ANCHOM GE DETAILS GENERAL NOTES: INSTALLATION NOTES: 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE(HVHZ) OF THE CURRENT FLORIDA BUILDING CODE I.ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. (FBC) AT THE DESIGN PRESSURES) STATED HEREIN. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED I.I. HEAD INSTALLATION ANCHOR MAY BEANGLE AS NEEDED TOALLOW INSTALLATION. SEE TESTREPORTPNCTL-21OJ2094,DATEDOMI4/W,NCTL-210346 l., TEDDBt17N7 ANDASSOCIATEDLABORATORYSTAMPEDDRAWINGS SHEET3,SECTIONE. AND WERE TESTED IN ACCORDANCE WITH CURRENT HVHZ PROTOCOLS 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OFANCHORS TO 2 ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE MASONRYAND 2X FRAMINGASA MAIN WIND FORCE RESISTWGSYSTEMCAPABLE BE USED FOR PRODUCTINSTAI-ATION. OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARW G SHW(S4 MAXIMUM ALLOWABLE SHIM SIZE IS 1141NCH. SHIM WHERE SPACE OF 1116INCH OR GREATER OCCURS. 3.1X PT BUCKS AND 2X PT WOOD FRAMING (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. STRUCTURE BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR THROUGH 1X BUCK TO CONCRETE I 4. IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION REQUIREMENTS EXIST, USE OF AN APPROVED MIAMI DADE IMPACT PROTECTIVE MASONRY, OR DIRECTLY INTO CONCRETE MASONRY SHALL BE AS SHOWN IN 'ANCHOR SYSTEM IS NOT REQUIRED. SCHEDULE' THIS SHEET. E MATERIALS: 5.1 WINDOW FRAME MATERIAL: ALUMINUM ALLOY: 6W6 T5(FRAME HEAD, SILL, JAMB) 51 LAMINATED GLASS INTERLAYERS: 521 CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE INCA) FOR DUPONT SENTRYGLAS INTERLAYER 52 CURRENT MWMPDADE NOTICE OF ACCEPTANCEINCA) FOR DUPONT BUTACITE WE INTERIAYER B GLASS MEETS THE REQUIREMENTS OF ASTIA E1300-D1e1. T. DESIGNATIONS'%' AND'O' STAND FOR THE FOLLOWING: XOPERASLEPANELAND C:FLYEDPANEL 8. IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE, WOOD BUCKING SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF DURABLE SPECIES AS DEFINED IN THE FLORIDA BUILDING CODE. 9. IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE, DISSIMILAR 5. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING. 6. FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL JOINTS. T. 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 IN 'ANCHOR SCHEDULE' THIS SHEET. 6ANCHORSSHALLBEMADE RESISTANTCOATNG. STEEL OR TREATED WITH CORROSION WITH ALUMINUM WINDOW FRAMING WOOD SHALL HAVE BEEN u—mui ANCHORSCHEDULE PROTECTED AS DEFINED IN THE FLORIDA BUILDING CODE. WINDOW FRAME MANUFACTURER EDGE DISTANCE ANCHORCAPACITIES SUBSTRATE TYPE TYPE SITE ANDIOR In EMBEDMFNTyM (IN) P) MOONSPECIFICATION 7HRU-FRAME MN.20DOPSICONCRETE CONCRETE FLATHEAD 3/16° fNJ TAPCONSIO lAQ° 1-1/8- ANDCOhPLIESWRHACI (FLANGE) 3D1,ACI3IBANDACI355 STRENGTH DESIGNPRESSURERATING(PSF) IMPACTRATNG MASONRY THFLANG) MAT HEAD 3116- IRN TAPCONSIO 1' 2' CONFORMANCETOASTM •E0.0/E0.0 IARIMPACTIIE (BLOCIf/CMU) (FLANGE) C-90, MEDIUMWEIGHT IMPACT TABLE OF CONTENTS WOOD THRU-FRAME (FLANGE) FLATHEAD N0. 10 PN51818.8.1 (WOOD SCREW) 1JIB° 314' HAMNIMUM NlPODFIC GRAiTYOF SPECIFIC GRAV(TYOF SHEET SHEETDESCRIPTION I GENERAL S INSTALLATION. NOTES, OP (TAPPING SCRE" 0.55. CHART AND ANCHOR SCHEDULE 2 ELEVATION S ANCHOR LAYOUTS STEELSTUD THRU-FRAME (FLANGE) FLATHEAD NO. 10 ASME B78.8.4 (TAPFINGSCREW) 3SCREWTHREADS EMBEDMENT PAST INSIDE 3l4' 18GAGE,33KSIYIELD STRENGTH MAN. STEEL 3 VERTICALAND HORIZONTAL SECTIONS OF STEEL STUDS WEB STUD 4 GLANNG 8 CORNER DETAILS DES' 1) DW (ADJAMXIDMSA60iM1BONq.OGY) TAFDJNS WLL BEIb®Fp3 CON6�lCRM50MLY FSTALLATpN 5 SILLOF MATERIALS B COMPONENTS 2jFORKOCOORTAPPNGSQIBY^NTf61FMMENSTALUTLJMb NID WOODSUBSIMTE FSPUTTNG GA CIUICERK D13L UB'FIOTLXXE FORN0. 10 SORV. IRI99lal R.J.Ax 1`4 F P.EW.49753 DigiMlysignN by Robertl.Amorum, P.E. AMOK Robenl. ^CFt Nd . .-PTC P P.E. •mSj�cwr2,l��: =PTC mdu<t `_DesignGroup LL4 s • or! e49 FLP.E.N -":�si'98' w • A9utIVNOBC25 35. "a email=sobe us cOm<mm,mUS D.W:2015M]IM M 0934])O4WYMD' 37' 32 3/4' MAX. MAX. OA. O.A. SASH D.L.O. 761/4' HEIGHT HEIGHI MAX. OA FRAME 37- 32 3/4' MAX. MAX. O.A. O.A. SASH D.L.O. 53 114' MAX. OA. FRAME WIDTH 501/2" MAX. O.A. SASH WIDTH 1 _ 46 3/4" MAX. O.A. II` D.L.O. WIDTH .J ELEVATION SINGLE HUNG FLANGE ELEVATION EXTERIOR VIEW � a 4 9c O� ALL CORNER 6" MAX. FROM_ 10 5116" MAX. SPACING IS FROM CORNERS (TYP.) I D.C. (TYP,) INTERIOR BUCK L s 8 ?w o 4"MAX. FROMr 0101/i6'(TYPJ CORNERS (TYP.) 4" MAX. FROM o w 5 a �. 4" MAX. FROM CTR. OF MEETING g 8 3 CTRAIL O MEETING RAILS (TYP.) $ m g gg a RAILS (TYP.) a- (TYP.) immix€ STEEL 0 w LL <e €R REINFORCEMENT t 3 SPACES < o €8 3" (TYP.) X 71/16" MAX. 4 ¢ WEEP NOTCH O.C. (TYP.) E x K Zi � QJ (0.5"x LEG HEIGHT) 3' (TYP-) 4" MAX. FROM a➢eP CORNERS (TYP.) ANCHOR LAYOUT SINGLE HUNG FLANGE INSTALLATION EXTERIOR VIEW RMgj.N .PE Fbetla P.EN 497W mgNU[1 sl9-e by Hobert J.Amonuo, �!+�o s Amoruso, P.E, 09]4:40 W 1X WOOD BUCK BY OTHERS (SEE GEN. NOTE 3, SHT. 1) SEALANT BETWEEN FLANGE & SUBSTRATE W/VULKEM 116 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT BY OTHERS PERIMETER SEALANT - BY OTHERS EXTERIOR INSTALLATION ANCHOR VARIES. SEE ANCHOR SCHEDULE SHEET 1. -SUBSTRATE VARIES. SEE ANCHOR SCHEDULE SHEET I. MIN. EMBEDMENT VARIES. SEE ANCHOR SCHEDULE SHEET 1. TZ'J \1/4- MAX SHIM-1 u SHIM AS REQ'D. (SEE O INSTL. NOTE 3, SHT 1) SEE DETAIL 3 INTERIOR ON SHEET �C1 VERTICAL SECTION SINGLE HUNG FLANGE INSTALLATION SEE DETAIL 4 ON SHEET n EXTERIOR � PERIMETER SEALANT BY OTHERS SEALANT BETWEEN FLANGE S SUBSTRATE W/VULKEM 116 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT EXTERIOR FINISH BY OTHERS SHIM AS REDID. (SEE.1 INSTL. NOTE 3, SHT 1) �VERTICALSECTION SINGLE HUNG FLANGE INSTALLATION 1ZING DETAILS ET 4 INTERIOR ' 1/4-MAX SHIM a� ]i INSTALLATION ANCHOR VARIES. SEE 4 2 19 uw. EDCEDISTANDEVAIUEs. ANCHOR SCHEDULE SHEET 1. SEE ANEIORSLHEDULEBHEEf 1. O q SEE NMI 1HISSHEET SUBSTRATE VARIES. y SEE ANCHOR d SCHEDULE SHEET I. U w 1X WOOD BUCK BY OTHERS (SEE GEN. NOTE 3, SHT. 1) O SEALANT BETWEEN FLANGE B wN. EMBEDNEMVARES SUBSTRATE W/VULKEM 116 OR sEEANEro6sElEouLEsl¢Er I. u EQUIVALENT STRUCTURAL ADHESIVE SEALANT EXTERIOR FINISH BY OTHERS 14 PERIMETER SEALANT a SHIM AS REQ'D.(SEE V o " BY OTHERS ]a +9 s INSTL NOTE 3, SHT 1) o o W 0 EXTERIOR SEE DETAIL INTERIOR 30 +s + ON SHEET o m0a 9.s9e• � � $ w VERTICAL ION Ta mm HUN FLANGE INSTALLATION w N yg NOTEI: INSTALLATION ANCHOR MAY BE INSTALLED ATAN ANGLE TO ALLOW CLEARANCE OF 0, ¢s (!! B UPPER SASH TOP RAIL SPRING LOCK WHILE OBSERVING EDGE DISTANCE REQUIREMENTS wxr do SHOWNABOVE. -s g 4 g SHIM AS READ. (SEE INSTL. NOTE 3, SHT 1) INTERIOR SEE GLAZING DETAILS ONSHEET4� EXTERIOR . SHIM WN.EMBEDMENTVANES SEEANCHORSCHEEAE SHEET I. SUBSTRATE VARIES. SEE ANCHOR SCHEDULE SHEET 1. INSTALLATION ANCHOR 88 VARIES. SEE ANCHOR SCHEDULE SHEET I. 1X WOOD BUCK BY OTHERS (SEE GEN. NOTE 3, SHT. 1) . �..,...�. BY OTHERS / I (SEE GEN. NOTE 3, SHT. 1) EXTERIOR FINISH EEN FLANGE & SUBSTRAEALANT BEW/VULKM116O SUBSTRATE VARIES. SEE ANCHOR BY OTHERS SUBSTRATE W/ VULKEM 116 OR SCHEDULE SHEET 1. MAX. O.A. FRAME WIDTH 531/4' 'lll ADHESIVE SEALANT ADHESIVE SEALANT �HORIZONTALSECTION SINGLE HUNG FLANGE INSTALLATION Fkb P.E. Na. 497U l DgaaPl sgn 6Y PE DN:cr-Roberti. ,!W'9 royeo �`1..o'e'i,.My ARwrvsq w�;YPu, D=PTC tl esgnG,. b.lLG w.N. A9 i5nCen ZF8C N. .af . B=mbert%v/p`/y ., m o=US D9,25D? $IlBM IM o9sa1 mar b 11/32" (NOMINAL THK) LAMINATED U8" ANNEALED GLASS, 11/32' NOMINAL THK. LAMINATED o q 3 -1 �1/8"ANNEALED GLASS, ( : 0.090"DUPONT GLASSSENTRYGLASOINTERLAYER, UNIT CONSISTING OF: �1/8'ANNEALED GLASS, v 5� 1/8"ANNEALED GLASS w 0.090"DUPONT PVB INTERLAYER, r I s 1/8"ANNEALED GLASS w e31 3/4' MIN. ., I GLASS BITE 1 EXT +- INT. 3/4' MIN. GLASS BITE 1 EXT. s INT. GLAZING DETAIL 1 o q 10—� GLAZING DETAIL 2 a 'a s $Gru m,, N 2JO J0 fw r 0 �W 2 3 yy 2mJ�2� W r�E�2 30Q JOo n z TOP SASH AND TOP o MAIN FRAME UPPER w x <1 !!! CORNER / � g a Q z v�p 1 17 pg / ) 3 J 4 4 zs a 8g`� BOTTOM MAIN FRAME @&@ ) B 20 LOWER CORNER DETAIL DETAIL R P b,IJ£ Ne9)52M .W49M fYxtle Uigisalty sigrcd by Robert J.Amowo, PE P Wai ,�ti1"a5a"f °9i4 AmorWo, P.E•o=PFC o°'1 >,Wac Protluss Peslgn _ / Gmup LL4ou=Fl P.E. N. 49)5).FBPE > ti u �tp Cei[a(A,nh No. �e eiemnip�••: 35Y15"v�� . ~' emr.2015 rtF C/O//Jg® CorPSom. C=l1S MZ:1515 w Bg35:164Mb0' Qi FRAME HEAD Qz FRAMESML BILL OF MATERIALS a 6063-T5 ALUMINUM 6063-T5ALUMINUM 0.050' TYP. THK. 0.cml TYP. THK Q e II GGG L z2oo w NSbc t.s7r 0.787' a3= 0.79Y F3 T- § Q GLAZING BEAD Q .PULL RAH. /LIFT RAH, BN3-T6ALUMINUM 6063-T6AWMINUM 0.o50•TYRTHK 0.050'TYP.THK -�-� 1.756• o ^ q $ n LY1 §�2 g 0.75r z 0.080' L 2.325' O m i 3 1.130• $� g m mR V 0.93T� z>O.OU:o, yy17 m sO TOP SASH © BOTTOM SASH O FRAME JAMB e ° a INTERLOCK INTERLOCK 6063-T5ALUMINUM w Y Q V r �! 6063-TB ALUMINUM 6063-T6ALUMINUM O.OSP TYP. THK. 'g E¢ 999q4� 6p 0.05R¢0'TYP. THK. J0.050• TYP. THK.-2.773'+{ LIt r,.,99 I �0.93T I 111 m IIl�-73_1} , J_ 1.61r I�L�O III zoos 1.11r g 1.199' L K x q 2.15�� ---] 2.257' 74 SPRINGLOCK i6 SASHLOCK t7 FIXED SASH 2T SASH CAM n �p2 --0.937' -T ALUMINUM DIE CAST METAL BRACKET ALUMINUM bb F our ALUMINUM 0,063•TYP. THK. - C � 0.765' 0.070" TYP. THK. eO SASH JAMB STILE tt VINYL WEDGE 13 REINFORCEMENT 60."FTLUMINUM VINYL ASTM A-36 STEEL t2��� 0.045•TYP.THK. 0.050'TYP. THK 0.826' IL`-`\VVVYYYBdd91 0.93r� I-�- /;7 q. ��I I�0.625' I / 0.68T II 1.013' T 0.305' I I r `� IT 1�.�7�2� 0.50• R6Y7' T J_ • T �0.408• 0.919' Rp AJ.Ammno.PP. T 3D FRAME HEAD GASKET 3t FRAME SILL GASKET 26 SASH STOP F PZx 49M I FOAM FOAM VINYL 0.D60'T'P. THK 0.06W TYP. THK. 0.OB0•TYP.THK Di91p9YFi9RM by 26 BALANCE GUIDE ® TAKE OUT CLIP 32 SASH DUST COVER 05 7s• J PE rtJ.Amomso. DNzo=Ro JE, VINYL STEEL ALUMINUM �"�✓+i.!s, o„ Am9NProd . 0.149'7YP. TMK. T 0.050'TYP. THK. 3.OY M 5' 7.'ooE.LToed: \yeo=PTCProduct os � ]Ks 1.56T 2.803' 25]9' Ie.�cnr 'I .ePTC GrauP. LLC. '�aA� a�}Q ` 1S 1 + io' • t�' 4975 FSPE Cem of v �� J�J� 1.096'--� 4*o<otiiiE e•`e` ANM1 No.25935'� 1.9r emaB--robeapplC $>sv 0.715' corycom. r-US ` � 2.734' � Daro:2015A3➢9 09:2526-04'IXY REMk PART6 DESCRIPTION MATERIAL MANUFACTURER 1 11395 FRAME HEAD ALUMINUM 6063-TS INDALIX/EXTRUDERS 2 11344 FRAME SILL ALUMINUM 6063T5 INDALIX/EXTRUDERS 3 601GLB GLAZING BEAD ALUMINUM 6063-T6 INDALEX/EXTRUDERS 4 fi01V51 PULL RAIL FOR TOP SASH/LIFT RAIL FOR BOTTOM SASH ALUMINUM 6063-T6 INDALEX/EXTRUDERS 5 fiOINI TOP SASH ALUMINUM fi063-T6 INDALIX/EXTRUDERS fi 601BVI BOTTOM SASH INTERLOCK ALUMINUM G063-T6 INDALE%/EXTRUDERS 7 11343 FRAME JAMB ALUMINUM 6063-TS INOALIXIEXTRUpERS 8 fi0NJ5 SASH JAMB STILE ALUMINUM fi0fi3T8 INOALIX/E%R2UOER5 9 - PILE WEATHER STRIP VINYL/WOOLPILE 10 DOW CORNING 99551LICONE SILICONE OOW CORNING 11 601GLV8 VINYL WEDGE OUROMETER=75 VINYL - 12 GLASS SEE GLAZING DETAILS ON SHEET4 GLASS 13 CRS STEEL REINFORCEMENT, (1/2•X5r8'X FULL LENGTH) STEEL, ASTMA36 1d - ALUMINUM SPRING LOCK (2 EACH AT HEAD851LL) ALUMINUM - 15 - FIBERGLASS MESH SCREEN FIBERGLASS - 16 - METALLIC CAM LOCK 2-10'FROM EACH END OF MEETING RAIL DIE-CAST METAL 1] fi45H8KT FI%ED SASH BRACKET ALUMINUM INOALIX/EXTRUDERS 16 - 3/16'ITW TAPCON (SEE SHEET i) STEEL ffW 19 - BULB VINYL WEATHER STRIP VINYL - 20 - k8 %5/6' P.P.M. S.M.B. STEEL - 21 - k10 PAN HEAD WOOD OR TAPPING SCREW (SEE SHEET I) STEEL - ?2 - BCREEN FRAME ALUMINUM - 23 HOLLOW VINYL SCREEN SPLINE VINYL 25 - p8 %2' PAN HEAD S.M.S. STEEL - 26 64SSTOP SASH STOP NOT SHOWN -1/JAMB VINYL - 2] 64SCAM SASH CAM ALUMINUM - 28 64BG BALANCE GUIDE VINYL - 29 - BALANCE TAKE OUT CLIP STEEL - 30 64GASK-1,2 FRAME HEAD GASKET FOAM - 31 64GASK-3,4 FRAME SILL GASKET FOAM - 32 SASH OUST COVER ALUMINUM r FORMS FORM 402-2010 Scope: Compliance will stones or less in height applirahle.TD comply, a or FLORIDA BUILDING CODE, ENERGY CONSERVATION Resldonfial Building Thermal Emelope Approach ALL CLIMATE ZONES is Code. Enemy Canservatlon. shall be demonstrated by the use of Farm 402 for strafe- and muftiole-tamliv resident PROJECT NAME: AND ADDRESS: /. iA A BUILDER: / �1� PERMITTING %f o OFFICE: OWNER: PERMIT NO.: JURISDICTION NO.: General instructions: V he applicable spaces of the "To Be Installed" column on Table 402Awith the Information requested. All `To Be Installed'values must be equ els. page 1 based on the'Ta Be Installed" column information. requirements of Table 402E and check each b ixto Indicate your intent to comply with all applicable items. n and date the "Prepared By- certification statement at the bottom of page 1. The owner or owners agent must also sign and date the form. 1. New construction, addition, or existing building 2. Single-family detached or multiple -family attached 3. If multiple -family -No. of units covered by this submission 4. Is this a worst case? (yes/no) S. Conditioned floor area (sq. K) S. Glass type and area:�y a.U-factor b. SHGC e1>1) t1 c. Glass area it `• 7. Percentage of glass to floor area s '' S. Floor type, area or perimeter, and insulation: a. Slabon-grade(R-value) b. Wood, raised(R-value) C. Wood, wmmon (R-value) d. Concrete, raised (R-value) e. Concrete, wmmoD (R-value) 9. Wall type, area and Insulation: a. Exterior. 1. Masonry (insulation R-valuc) 2 Wood frame (Insulation R-vaive) b. Adjacent: 1. Masonry (Insulatic a R-value) 2. Wood frame (Insulation R-value) 10. Ceiling type, area and insulation: a. Under aide, (Insulation R-value) b. Single assembly (Insulation R-value) 11. Air distribution system: Duct insulation, location, On a. Duct location, insuladon b. AHU location a. Qn, 71,st report attached I<0.03; yes/no) 12. Cooling system: a. Type b. Efficiency 13. Heating system: a. Type b. Efficiency 14. HVAC sizing calculation: attached 15. Hot water system: a. Type b Efficiency at I hereby ceauy 14 Envier Cade: Please Print for area, electric resistance or more EBiclant than the 1. APPM 2. wo 3. 4. 5. 6a. lf/� Bb. 6e. sq.K 7. I % lin.K Bb. R= sq.ft. 8c. R= sq.K Bid sq.ft. 9a-1. R= sq.ft. 9a-2. R= r sq.ft. 9b-1. R= -... sq. ft. 9b-2. R= sq.K 10, R= 3#D sq.tL 34PD 10b. R= sq.ft. 11a. R= 11b. 1 Q:� � 11c.Test report attached? Yes U 12a. Type: 12b. SEE R/EER: 13e. Typo: 5 IZO 13b. HSPF/COP/AFUE: % Yes 158. Type: 15b. EF: CK , 2010 FLORIDA BUILDING CODE- ENERGY CONSERVATION t FORMS TABLE 402A BUILDING COMPONENT PERFORMANCE cNiEH1A' INSTALLED VALUES: U-Factor<0.65 U-Faaw= VMdcws(see Noe2): SHGC=0.30 6HGC- %oCFA <=20% %of CFA= Skylights U-Factor<0.75 Dooms Extedor daor U-Fadar U-Fadar <0.65 UFaaw Floors: Slab -on -grade No regWremerd R Value= Over uncmi0ilbnetls erns sea Nore3 R-13 Wars -Eat and Adj. (see Note 3): Frame R-13 R-Value= l'3 Mass (see Note3) Nterior of well: R-7.8 R-Value = Exterior o wall. R.6 R-Val. Z CeRings (see Noes 3 & 4) R=30 R.Value='�Q Test report Rafledeme 025 Reflectance. k,* e d7 Alydiodbu ion system (see Note 4) Duciwadc & our handing unit h Locefion' / j,4.A`k Te9mport UrwaM'nioned space Condl9aried space No allowed Y Ma Duct R-velue R-valua a6 R-Value - otl7 Air leakage On On 50.03 on. Airmk"monin ems see Note 51 SEER=13.0 SEER= Headed system Hoat wrap (we Note 5) Ccourg. SEER =13.0 SEER= Heating: HSPF=7.7 HSPF= Gas furnace AFUE78% AFUE= OR to. AFUE 7B% A E- Becbie asstance. Not alMred (see Note 5) . Water heating system (storage type) Becbic (see Note BY 40 gat EF= 0.92 Gatw¢- Wgal: EF=0.90 EF= Gas road (see Noe 7); 40 gal: EF= 059 Galwns = Offer(describe): 60 gel: EF=0.58 EF= (1) Each component present In the As Proposed home must meet or exceed each of the applroableperformanceci feria in ordertocemplywth this code using this melho4 otherwise Section 405 compl-ance must be used. (2) Windowsand doors qualtlying as gla7adfenestrationareas must compywith both the maximum U-Factorand the maximum SHGC (solwHeatGaln Coefficient) criteria and have a maximum total window area equal to or less than 20 %of the conditioned floor area (CFA); othenvise Section 405 must be used for compliance. Exception: Additions of 600 square feet (56 cos) or less may have a maximum glass to CFA of 50 percent. (3) R-values are for insulation materiel only as applied In accordance with manufacturers' instalation Instructions. For mass wails, the almoner of waif requirement must be met except 0 at least 500% of the R-6 Insulation required for the'emerfor of wall" is Instated exterior of, or integral to, the wall. (4) Ducts & AHU installed substantially leak free per Section 403.22.1. Test by Class 1 BERS rater required. Ef ceptlon: Ducts installed onto an existing air distribution system as part of an addition or renovation; duct must be R-6 Installed per Sec. 5032.72. (5) For all conventional units with capacities greater than 30.000 Btu/hr. For other types of equipment, see Tables 5032.3(1-8). Exception: The prohibition on electric resistance heat does not apply to addtions, renovations and new heating systems installed in existing buildings. (6) For other electric storage Volumes, minimum EF = 097-(0.00132 x volume). (7) For other natural gas storage Volumes, minimum EF = 0.67-(0.0019 x volume). TABLE4 G MANDATOBY REOUIRFNENTS COMPONENTS SECTION REOUREMENTS CHECK To be cau0md, geskwed, weathwstdPPed or otherwise sealed. Recessed uglrong IG2ted as meetlrd ASIM E Air leakage 402.4 283. widows end dears =0.30 dMsq.U.TesMg orvirrial Inspection required. Rroplaces: gasketed doors& outdoor cembuston ak. Cdfings4mee wails 4052.1 R-1Pspecopemuttlng. Programmable Unmastat 403.1.1 Where lotced-air furnace is primary system, pmgrenonabla themwstat is required. Air distribution system 4032 Ducts in aria or on teals haidaied to RE; otter ducts RB. Ducts, tested to 0,= 0.03 by a Class I BERS rotor. Ilsst trap required for vertical pipe dears. Cwnply with o5dendes In Table 403A.32. Provide switch or dearly Waterhaaters 403.4 marked dmut breaker (electric) orshufoff (gas).Grodatigsystem p1pes0iwlated lo=R-2feccfsMble manual OFF SW L Spas and heated pools must have vapor-reteNant covers ore liquid cover or Met maturs proven to reduce heat 6Y411anl1g pool&spas 403.8 except U 70%at heat from snereeowsree energy. OBAtrrrer switch required. Gas heaters NNmum Nemml �� efficiency m a 76%62% after Ni6%9. Heat uheaters mlNmam COP. 4.0. SILng calalaton performed & W=had. Minimum ef8dendes put Tables 5032.3. EgWpmem efficiency verification Cobling4reatlrd egulpmem 403.6 required. Special occasion cooling or heaffid capacity requires separate system at variable capacity system. Electric heal>10kW must be divided Into two or more stages. Ughtlng equipment 404.1 I At least W% of pwmenemly Installed lighting fidures shall be high-dfi®ry lamps. 2010 FLORIDA BUILDING CODE —ENERGY CONSERVATION C.5 Mission: To prated, promote & improve the health of all people in Florida through integrated state, county & community efforts. (Sunrise City CHDO, Inc) 800 Virginia Avenue Fort Pierce, FL 34982 r: HEALTH Vision: To be the Healthiest State in the Nation RE: Contingency Letter Application Document No:AP1199592 Centrax Permit Number: 56-SF-09052 OSTDS Number: 06-0453-E 1615N42ndSt Fort Pierce, FL 34947 Lot:2/3 Block:4 Dear Applicant: August 07, 2015 Subdivision: Sunland Gardens Rick Scott Governor John H. Armstrong, MD, FACS State Surgeon General & Secretary This will acknowledge receipt of an application dated 08/0612015 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property_ From a review of your completed application, it has been determined that your existing system appears to meet the minimum standards of F.A.C. 64E-6 for the proposed use. It is approved for use with the plans submitted to this office. If this system should fail, causing an unsanitary condition to exist, steps must be taken to bring the system into compliance immediately. Department approval of the system does not guarantee satisfactory performance for any specific period of time. Any change in material facts which served as a basis for issuance of this approval requires the applicant to modify the permit application. Such modification may result in this approval being made null and void. Issuance of this approval does not exempt the applicant from compliance with other Federal, State, or Local Permitting required for development of this property. If you have any questions on this matter, please call our office at (772) 873-4931. are cob Kirchner, Environmental Specialist I Enclosures cc: Florida Department of Health I w .FlorldasHealth.eom in ST. LUCIE COUNTY TWri TER:HeallhyFLA 515D NW Milner Dr, Port Saint Lucie, FL 34983 FACEBOOK:FLDepartmentotHealth PHONE: (772) 873-4931 . FAX: (772) 873-4893 YOUTUaE: ildoh STA DER ONS Sys APR: APPLICATION FOR: [ '] Now System [ ] Repair APPLICANT: Josue B AGENT: Sunrise City-CF. MAILING ADDRESS: £ TO BE*COMPLETED DY A BY A PERSON LICENSED APPLICANV,.S RESPONSI: PLATTED,(MM/DD/YY) I: PROPERTY INFORMATION LOT: 46 BLOCK: PROPERTY mD #:: PROPERTY 'SIZE: IS SEWER AVAILABLE i PROPERTY ADDRESS: I DIRECTIONS TO PROPEL BUILDING INFORMATION Unit Type of No Establi-.shment 1 Single Family Home 2 3 4 ] Floor/Ecruiomen SIGNATURE. 4 DH 4015, OS//08 Ingorporated` 6 OF FLORIDA ANT ,OF HEALTH 1 SEWAGE TREATMENT AND DISPOSAL ATION FOR 'CONSTRUCTION PERMIT IV'] 'Existing System [ ] Holding Tank [ ] Abandonment [ ] Temporary PERMIT NO. SF-ORDS 2 DATE PAID: . FEE PAID - RECEIPT #: [ ] Innovative Inc Contractor_ TELEPHONE: 972-201-2850 (irginia Ave., Suite 61 PartPierce FL.34982 ?LZCANT OR,APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BECONSTRUGTED ?URSOANT TO 48Q:. T05 (3)(m),. OR 489�.552STATIT is THE , FLORZDA URES,. :CITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT_WAS •CREATED OR REQUESTING CONSIDERATION OF STATUTORY-GRANDFATHERPROVISIONS. 5UNLANDOAm1ENSSE 0,O BM16 LOr1.LMSN':9 Fr AN'A OFLOTSIAND)(AOJP2. N)(MAL7IOa SUBDIVISION: 959-1176OM3g0 . PLATTED: c0007-000.4 ZONING: I/M OR EQUIVAi,ENT: [ y/j.] l ACRES WATER:SUPPLY: [ ] PRIVATE PUBLIC [,/]<-2000GPD [ 1>2000GPD PER 381.0065, FS? [ yIN ] DISTANCE TO SEWER: FT : East on -Ave Q to 42nd, First house on.,right -[ ✓ ] RESIDENTIAL [ ] COMMERCIAL No, of Building Commercial/Institutional System Design Bedrooms Area. Sg£t TalAe..-1, Chanter 64E'=6 FAC 3 2,748 Drains (( [ ] Other. (Specify) ' W.- ', - :DATE• C9. _..-. .. _�,� _ tes p evious editi.ons.whi.ch may not'be used):, _ PAC Page of 4, 1 � (:ER79FLED To. • JOSON B WAIGHT 1 MNIY YM:.L VIlJW'll LYIL VI LVI J. G. LEGAL DESGR�TION 5IlPPL6'D �BY CLEMf_ 7. NO SiRl1GTL5FE5 OR UnIiFES THAT ARE BENEATH THE SIAr.PACE HAVE BEEN tO ;A' X ISt Lute County Health 1)+rtment EntqronmentEd Health Df&lon LOT 17 I LOT 18 SROnApo&eforCor *UCti A 20 Supers es AU PreWous Vto Pians k)& 5ET CAP q����q�y��Ry�►�p o�-CAST C441G3 OSTDS s��Fi616'9i'D6'9V' SET GAF C4410 a e: Reviewer « —" e) G• WGCB 19 _ I• •• necw I rala 5l' .CEi14PIl1G. CF `uc'"Ir°•a�i LOT 1 LOT 4 LOT 3 ! 1 05TORY --- G.B.S. #1G15 a• co LA• Haim I �• " Y.TIG KCYLI - ItiA �y� CCI(C•, N1 NORTH 42ND STREET C 50 RM 3 — B2. OSRT ROAD —. v LEGEND OF SURVEY ABBREVIATIONS ➢O E DRAINAGE E. Fes. VATIN AS➢ TAT ELEVATION CHAIN CHAIN LINK FENCE B. DELTA FND FND FOUND A/C AIR CONDITIONER C IP• IRONPIPE BLK BLOCK- - IRON ROD H.H. BEARIN L L LENGTH B3. B BEARING BASE H ,HEASURED C -CALCULATED Nb➢ HAD_ b DISK CD CHORD BEARING OI1V OVERHEAD HIRES I CD DISTANCE P CB.S,'STRUCTUR CONCRETE BLOCK' PRH PERMANENT REFERENCE HONUHENT POWER. W STRUCTURE PP POLE PRw 13 CLEIERLINE R HAD= RADOIS ?T-' CLR CONC. CLEAR CONCRETE RJV VH RIGHT OF WAY' WATER METER ALL LABELER: PIV 6 ' n AM aP OCAPSRTE IMG O CIiNBINE➢. LOTS IRE ��'� AN OYL6W YS RIDnR a SAYTT RST LAND SURVEYING INC 'CERTIFICATE OF AUTHORIZATION NUMBER (LB. 7364) SVRVEYING ae MAPPING COMPISTY 446 BTH 9T. S_W, VzaiL—T ZTL+`RO HF.ACA• F'L. 32632 PHONE: (772) 559-6680 zo FAX: (772) 770-3446 /yff ;l— W/ AYyt3TJRST ooffzz L� ?GPYT.H DA 'JZONBD' )N No 44y0 D REPORT OR COPIES THEREOF ARE ME SIGATURE''AND ORIGINAL RAISED 'LICENSED SURVEYOR AND MAPPER. BOUNDARY DATE, INL REVISIONS- -MAW, Bn J:D.J. JDJ NOTE ADDITON AREA .JDJ REVISE ADDITON AREA. a¢a¢n. an cu .1 _L_I I 111P eTF CURVFY 223 I P 47 �aB �^M aivoG � scaLO 1'=40' .y. I € i 1 iia ;1 y � � ak 3` •� ° ?jp 911 : 1a8 �4 �a6o§5 �@ ag agg gy§�ay2. 39 ! FS �G°ELii ;� 6E93�A�4APA; I'll!! O��IIII�III�®10111111 9 u-'oTiffid'.i3 JS,MZ6'NS19T a '� 'NOURIGY 3,N2(a1sa i'.LH`JitlM § g3 a S pogo = o a9 � pcZee � § i ,elnea :e1EQ #Remit Zspi, o #Sd.1.SO �91 sueld MIS snolneid IIH sepasiadnS 9� uolpMsuoO io3 pamddv ueld e8S UOISWCI 411eeH MUSwualnu3 wounwdea ailisaN 14uuo3 elon•I IS � � m -= - . %9 \ \ . M; $| k d ,\/\ AN. 2 \ �\F" St Lucie County Health Department Environmental Health Division Site Plan Approved for Construction Supersedes Ail Previous Site Plsfor OS28■s AJ & Well ■ Date: a--7as kA_C ���.. A I u�.nw.vae�w4uau.ma•vwueeata M rw� Irarpr 4Wna. qQ Y.eW.byWT4I11 . 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EHIN orm.wwn CANTINGNOT BLE MATCHING mmcmom,ro. ROOF In Leff End Of EXISTING ROOF CONDITIONS, ' On I Lw Mey I She UPON SIGNING, BUILDER AGREES ALL F{ylneerine Shen. ------ _ � 6 g CONDITIONS A9 SHOWN ON THIS LAYOUT A TRUSS PIACEMENT PLAN r PAYLNRICN W[G Muvioeu• [� • evaeemwa I...IW.O.Ira. H.Mn/11. .w.xmrrs.Ln�xwmnu" Mom JOSEPN B. WAIGNT O. OCAM(a OA= Uri bUUIri I= Ur LUI J. G. LEGAL DESCIUMoN SUPPLIED BY CLIENT. URINES 7. NO STRLCTLRES OR TNAT ARE BENEATFI THE SURFACE HAVE BEEN LOCATED. t I I I I I LOT 17 LOT 18 LOT 19 LOT 20 I I I 5ET CAP o� X I I (441'3 NOO'O1'06'W 179.G6' i C4442G3 'I :I 1 w•San" —I 35' I. `.ruom l7 C-31 ti S Roar I .-� I l•`J FMKAI= CF 0 I m lU RV uocrc 41. LOT 1 In N InLOT 4 N— -- LOT 2 4 Z LOT 3 1 STORY a "a I - Lu C.B.S. #1G15 N m naaro nl, ins m � w 1 �� w.�• L-I t. 174 c 500'00'23'E 174.95 _- . 5ET c C441Rn� I coy C441G) In NORTH 42m STREET C 50' R/W J 22' DRT ROAD — LEGEND OF SURVEY ADBREVIATDMS D6U E DRAINAGE L UTITLTY EASEMENT .® ABSSUILT ELEVATION �. C I= FENCE FOUND A/C AIR COOITOlER TP. I m PIPE EX BLOCK IR IRON ROD - . RK BENCHMARK �L LENGTH B9. BEARING BASE M MEASURED C-CALCUATED N&D HAD. t DISK CB ' CHORD BEARING INW OVERHEAD WIRES CDCHORD DISTANCE P PLAT / C.BS CONCRETE BLDLT( PRN PERNMBMT REFERENCE MMAS NT TNTT.T.TAT.T E. F3A - unsw STRICTURE PP POWER POLE rmor =ox evnvsr ft auascw Q CIOUERL m R RADIUS sunmw xsogrisaaTox xe saie �T»: oxxn CL4 CLEAR R/W RIGHT 13F WAY ,ntD THIS SURVEY HAP AND REPORT OR COPIES THEREOF ARE CDNC CONCRETE VM WATER METER ALL. gT PAPS LMO.ED P9N WEN MI6 CmIBDNED IJ>TS ARE TEp. yON AN IIP LIM C REAM NOT VALID WITHOUT THE SIGATURE AND ORIGINAL RAISE SEAL OF A FL13RIDA LICENSED SURVEYOR AND MAPPER p V,//,, F /1111 VMS�:�J§MWHAYHUFCST IAND SUHVIRYMG C. rrii j „nO • _S.W. UzLito_7 02002 ARY DATE, INT. REVISIONS, .J. JDJ NOTE ADDIT N AREA .. .E-h IUN AREA JDJ UPDATE SURLVLT 3o6=40'3 K�0-3 LEGAL DESCRIPTION, ALL OF LOTS 2. 3 + SURVEY NOTES, LOT 1 LE55 THE NORTH 10.0 FEET. BLOCK 4G 1. LANDS SHOWN HEREON WERE NOT A55TUCTM FOR SUNLAND GARDENS. SECTION FOUR RIGHTS -OF -WAY AND/OR EASEMENTS OF RECORD. ACCORDING TO THE PLAT THEREOF A5 RECORDED IN 2. NORTH ARROW SHOWN HEREON IS BASED ON PLAT BOOK 10. PAGE 7G OF THE PUBLIC RECORDS RECORD, PLAT. OF ST. LUCIE CO_ FLORIDA SAID LANDS LYING 3. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW IN ST. LUCIE GO.. FLORIDA. NAMED INDIVIDUALS. CONTAINING 0S7 ACRES MORE OR LESS. 4. ELEVATIONS OF SHOWN) HEREON ARE BASED ON NAND. C19BB). UNLESS OTHERWISE NOTED. FLOOD ZONE- X. PANEL NO. 12111CO17B J 5. BEARING BASE ON SOUTH LINE OF LOT 3. G. LEGAL DESCRIPTION SUPPLIED BY GUENT. CERTIFIED TO: 7. NO STRUCTURES OR UTIUTIES THAT ARE BENEATH SUNRISE GTY CHDO INC. THE SURFACE HAVE BEEN LOCATED. St. I u I CL�. 'r Q(3S�_L1 I LOT 17 LOT 18 LOT 19 LOT 20 I FND.CAP 4TLl 4•c1r or n5T Ba• UST SET GAP (UNREADABLE) N00001'OG'W 179.GGC441G) Da• souln 1 —i 35 09 ^ �I I nl pi B I BLOC( 46 I REMAMDER OP I LOT 3 �� LOT 2 1 LOT 1 i7 I I ,a, j I " RDd1 I v4 I V b 3 I I BTIIIEWAY :V �f 9 N 327' 2aG, , u `O I U N EXISTING Z LOT 4 6 � P1115 1 STORY --- 93.9' -- A c rADG.3.5. #iG15 I W co Z --3�— ""• ;,•, I F.F.EL=21.2' • cu. GARAGE EL-2D.G' • n n0 -- _ _ TO 442'—I ePatpt •� O I € I V I I^ � I •, I z IY • I �� � I _ I I nl T I xM m I a• Nm oa• xacm IZ-2Loc - '' RAW xw — --—m-500'0023'E 174.9 '" SET GA FND.REBARI C4416) N; ab NORTH 42ND STREET C 50' R/W) 2Z' BROKEN PAVEMENT ROAD LEGEND OF SURVEY ABBREVIATIONS D4U E DRAINAGE 6 UTITLTY EASEMENT 96.M ASBUILT ELEVATION P/K PARKER-KALON (TYPE OF NAIL) D DELTA FND FOUND A/C AIR CONDITIONER I.P. IRON PIPE BLK BLOCK I.R. IROENNC�TROD H,M. BENCHMARK L LIGHT POLE B.H. BEARING BASE C CALCULATED M MEASURED CH CD C.B.S. CHORD BEARING CHORD DISTANCE CONCRETE BLOCK N&D NlW PRM NAIL 6 DISK OVERHEAD WIRES PERMANENT REFERENCE MONUMENT WILLIAAf E. HAY UR9T 0 IL STRUCTURE CENTERLINE PP POWER POLE MDIF� Paor 3310Nw 9URV8 oa as MAPPER ow axso CLR CLEAR R RADIUS ALL 5� C� LABELED PSH WEN M� OF VAR RIGHTWATER PtoR ,L nn"Z3 RATION xo sate THIS SURVEY MAP AND REPORT COPIES THEREOF ARE CONC. CL.F. CONCRETE CHAIN LINK FENCE WN WM N1E SUPPORTED WITH AN UP LEM n REM WATER METER RR NOT VALID WITHOUT THE SIGATURE AND ORIGINAL RAISED 17� COMBINED LOTS SEAL [IF A FLORIDA LICENSED SURVEYOR AND MAPPER. BOUNDARY JDATE- I INT.I REVISIONSi HAYHURST LAND SURVEYING INC. CERTIFICATE OF AUTHORIZATION NUMBER (LB. 7364) SURVEYING S MAPPING COMPANY 445 9TM ST. S.W. Uta1E-7 VERO SEACIi• FL" 22982 PHONE: (772) 569-6680 FAX: (772) 770-3446 I 6&1, - * I so6 -D 16 '3 r LEGAL DESCRIPTION- ALL OF LOTS 2. 3 LOT 1 LESS THE NORTH 20.0 FEET. BLOCK 4G SUNLAND GARDENS. SECTION FOUR ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10. PAGE 7G OF THE PUBLIC RECORDS OF 5T. LUCIE GO.. FLORIDA SAID LANDS LYING IN 5T. LUCIE CO.. FLORIDA. CONTAINING 0.57 ACRES MORE OR LESS. FLOOD ZONE, X. PANEL NO. 12111CO178 J CERTIFIED TO: 5UNR15E CITY GHDO INC. LOT 17 I LOT FND.CAP CUD WABh&} J-HNo — i I I 2LOT 3 327. FORM LOT4 �� h I la 4• cu. Oz• NORM FND.REBAR�� ices w — -500•00,231 _ N; a� NORTH C50'R/W� ,r LEGEND OF SURVEY ABBREVIATIONS D&U E ➢RAINAGE & UTITLTY EASEMENT [b{ �j ASBUILT ELEVATION P/K PARKER-KALON (TYPE OF D DELTA FND FOUND A/C AIR CONDITIONER I.P. IRON PIPE BLK BLOCK I.R. IRON ROD B.M. BENCHMA H.B. BEARING RBASE LP i1 LIGHT POLE C CALCULATED M MEASURED CH CHORD BEARING N&D NAIL & DISK CD CHORD DISTANCE OHW 'OVERHEAD WIRES C.B.S. CONCRETE BLOCK PRM PERMANENT REFERENCE ME PLAT CL STRUCTURE pp POWER POLE CENTERLINE R RADIUS ALA' CLR CLEAR R/W RIGHT OF WAYALL SET G An CONC. CONCRETE WN WATER METER ARE W� C.L.F. CHAIN LINK FENCE c� COMBINED LOTS SURVEY NOTES, 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT5—OF—WAY AND/OR EA5EMENT5 OF RECORD. 2. NORTH ARROW SHOWN HEREON 15 BASED ON RECORD PLAT. 3. THIS SURVEY 15 CERTIFIED ONLY TO THE BELOW NAMED INDIVIDUALS. 4. ELEVATIONS OF SHOWN) HEREON ARE BASED ON N.A.VD. C1988). UNLESS OTHERWISE NOTED. 5. BEARING BASE ON SOUTH LINE OF LOT 3. G. LEGAL DESCRIPTION SUPPLIED BY CLIENT. 7. NO 5TRUGTURES OR UTILITIES THAT ARE BENEATH e THE SURFACE HAVE BEEN LOCATED. LOT 20 5ET 1 4- oa• REMANDER OF LOT 1 Ro I ab R001 0 1 STORY Q" ;G.B.S. #1615 --- sa—v--- F.F.EL =21.2' 4aw. GARAGE EL.-70.6' � m 4• cum u• NDRm TO' 7 �PORGI nI I WELL 174.9 +' 5ET CAP C441G0 42ND STREET _ry 22' BROKEN PAVEMENT ROAD ` FRONT. p;L3 SIDES-7,%%%5///]��, CNR SIDES REAR _ I F F ZNGv IAM E. HAY RST Q� 'fp TEG PROS' 9IONAL HURVEYOR R4ni+P8R DAT BI NRD FLO IDA RRUIHTRATION NO K18 IAR Apr �B� S SURVEY MAP AND REPORT OR COPIES THEREOF ARE NOT VALID WITHOUT THE SIGATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, SURVEY TYPE - BOUNDARY DATE INT. REVISIONS, HAYHURST LAND SURVEYING INC. CERTIFICATE OF AUTHORIZATION NUMBER (LB. 7364) SURVEYING Bk MAPPING COMPANY AA5 9TM ST. S.W. Ualh-7 VERO BEACH. FL. 32962 PHONE: (772) 569-6680 ® FAX: (772) 770-3446'