Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SUBMITTED PAPERS
'OFFICE USE ONLY: DATE FILED: PLAN REVIEW FEE: RECEIPT NO.: _ CONCURRENCY FEE: RECEIPT NO.: PERMIT NUMBER: ' u� CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING. & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 SCANNE® 772-462-1553 By St. Lucre C®unh, APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION J 1. LOCATION/SITE ADDRESS: 3504 Avenue M, Fort Pierce, FL 34947 2. PROJECT NAME: SITE PLAN NAME: 3. PROPERTY TAX ID #: 2405-601-0506-000-1 4. LEGAL DESCRIPTION (attach extra sheets if necessary): - LOT 20, BLOCK 27, SUNLAND GARDENS, ACCORDING TO THE PLAT -THEREOF, AS RECORDED IN PLAT BOOK 8, AT PAGE 32, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. 5. PLAT BOOK 8 6. PAGE NO. 32 7..BLOCK NO. 27 8. LOT NO. 20 9. " PARCEL "SIZE (ACRES/SQ.FT.): pLi.6 LOT DIMENSIONS: 60X I (d 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECTOR WORK ACTMTY: REHABILITATION K e &�a V :1�OZ.i fiNs�- deul. e` 11. S BACKS (ACTUAL) FRONT:) ACK: RIGHT SID : LEFT SIDE: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION INTERIOR RENOVATION f 'RESIDENTIAL [ ] COMMERCIAL. [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: 14. SQ. FT OF CONSTRUCTION: fj6%TbUnty % 16. VALUE OF CONSTRUCTION: $ 50 000 Housing Department > i Approved by The value of construction is used to determine the amount of permit fees to be assess d. t uc C unres ryes igojeticate d value of construction if it is demonstrated that the submitted figures are not consists la $jofjk t L cti eW-1 'VAT i Tra RECORDED Notice of Commencement must be submitted with this application. !!!!llllllll11 V. l��"llll� �. / lr1 SLCCDV Form No.:001-02 WORKFORCE HOUSING UPDATED 6/25/09 l OWNER INFORMATION NAME: HENRY STEVENS ADDRESS: - 3504 AVENUE M CITY: FORT PIERCE STATE: FLORIDA' ZIP: 34947 PHONE (DAYTIME): 772 464-8030 Email: - IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER. ADDRESS:' CITY:' STATE: ZIP: PHONE (DAYTIME): CONTRACTOR INFORMATION w ST. of FL REG.CERT #: C r C �+� Gj ST. LUCIE COUNTY CERT #: BUSINESS NAME: GENTILE, LLC QUALIFIERS NAME: OSCAR FROZINI ADDRESS: 3160 TURTLE COVE CITY: WEST PALM BEACH STATE: FLORIDA ZIP: 33411 PHONE (DAYTIME): 772 342-6928 FAX NO. Email: gentilellcAcomcast.net ARCHIVENGINEER: ADDRESS: CITY: STATE: ZIP:, PHONE (DAYTIME): O - BONDING COMPANY: ADDRESS: CITY: STATE: ZIP: MORTGAGE LENDER: ADDRESS: CITY: STATE: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. r CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain -a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction., I understand that separate permits • may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS,.POOLS, FURNACES, -BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. l St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject,strticture which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE,THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT:- IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN' GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. vl� dWs R OR TRACTOR SIGNATURE CONTRACTOA EG>ATURE STATE OF FLO A STATE OF FLORIDA COUNTY OF ST. LUCIE COUNTY OF ST. LUCIE The foregoing instrument was acknowledged before The foregoing instrument was acknowledged before me this day oftv 20 ' (i' me this day ' of . 20 by 1 1 by 1 1 - who is personally known or has produced who•is personally known or has produced 1 I 'dentification. •Ansidentification. K—M M nature of Nota Cture ofrNoo a W Commission No.�Ml• 1WMRter]s0 ITH • Commission No. — °1Y Pv' ., Seal BRITiANY SMITH EE 026613 ; MY COMMISSION # EE 026613 er 16, 2014EXPIRES: September 16,201 iUndenvdters • " �Y Bonded Thru Nntary publin Undenvrb NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. X II � OFFICE USE ONLY Bp #: SDI SECTION TOWNSHIP RANGE MAP NO. 7- ZONING LAND USE LOT CVG%'. TAZ NO. FLOOD ZONE X FIRM MAP # I -is 1ST FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LqT OF) REC LOT SPLIT LOT SPLIT Before 1/1990. After-1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT"' CODE AREA FEE FEE, (RAljON) LIBRARY PUBLIC BLD PUBIC BLD PARKS IMPACT IMPACT FEE IMPACT IMPACT FEE CORRECTION FEE. FEE' GENERAL SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: REVIEWS FRONT ZONING. SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED 43 COMPLETED INITIALS JOSEPH E. SMITH, CLERK OF THE'CIRCUIT COURT - SAINT LUCIE COUNTY FILE #3874837 C :TOOK 3557 PAGE 2720, Recorde." a/11/2013 at 11:41 j NOTICE OF COMMENCEMENT TO BE COMPLETED WHEN CONSTRUCTION VALUE EXCEEDS $2,500.00 OR WHEN HEATING OR AIR CONDITIONING REPAIR OR REPLACEMENT EXCEEDS $7,500.00 PERMIT #: TAX FOLIO #: 2405-601-0506-000-1 State of Florida, County of St. Lucie, 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. 1. LEGAL DESCRIPTION OF PROPERTY (AND STREET ADDRESS IF AVAILABLE): LOT 20, BLOCK 27, SUNLAND GARDENS, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 8, AT PAGE 32, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. 2. GENERAL DESCRIPTION OF IMPROVEMENT: Rehabilitation 3. ®OWNER INFORMATION or ❑LESSEE INFORMATION (If Lessee contracted for the Improvement) a. Name: Henry Stevens Address: 3504 Avenue M, Fort Pierce, FL 34947-1846 b. Interest In property: Owner c. Name and address of fee Simple title holder (if other than owner): N/A 4. CONTRACTOR: a, Name: GENTILE, LLC Address: 3160 TURTLE COVE, WEST PALM BEACH, FL 33411 b. Phone number: 772-342-6928 S. SURETY COMPANY (IF Applicable, a copy of the payment bond Is attached): a. Name & Address: _N/A b. Phone number. Bond amount: 6, LENDER/MORTGAGE COMPANY: a, Name & Address: _N/A b. Phpne number: 7. 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: a. Name & Address: _N/A b. Phone number: fax number. B. IN ADDITION TO HIMSELF OR HERSELF, a. Owner designates _N/A of to receive a copy of the lienor's notice as provided in section 713.13( I ) (b), Florida statues. b. Phone number. 9. EXPIRATION DATE OF NOTICE OF COMMENCEMENT: (THE EXPIRATION DATE IS ONE (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, SECTION 713.1& 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 Y04R LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. UNDER PENALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS IN IT ARE TRUE TO THE BEST OF MY KNO'(JLPDGE AND BELIEF (SECTION 92.525, FLORIDA STATUTES SIGNATURE OF R or LESSEE or OWNER'S AUTHORIZED OFFICER/DIRECTOR/PARTNER/MBA {N,A,GER — SIGNAORY'S TITLE / OF ICE THE FOREGOI /II STRtU,MENT/WAS ACKNOWLEDGED BEFORE ME THIS o t 1 � DAY OF 20� BY H `7 V 4! AS FOR NAME OF PERSON TYPE OF AUTHORITY NAME OF PARTY ON BEHALF OF WHOM INSTR MENT WAS EXECUTED ❑PERSONALLY KNOWN OR RODUCED IDENTIFICATION TYPE OF IDENTIFICATION PRODUCED L WARY SIGNATURE J00TA1Y PRINTED NAME / NOTARY SEAL $r'hP BR"ANYSMN ! P MY COMMISSION # EE 026613 EXPIRES: September 15, 2014 Banded TBN NO" Peotw Wderem k� 7 Ll8o-50 STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO IiTIFYTHAT T IS I TR0EIN ORRECT Cf PYIFT) dJGl t. 8Y Date' 10/25/13 04:43PM EDT '7724660609''-> 117728016585 ,��, Pg 1/1 13DZf- - J00 INSULATION INSTALLATION CERTIFICATE BLOCK: _ SECTION: Joe JOB ADDRESS: r" 'yam, t The undetalgned hereby certifies that inaulatlon has been Installed at the above described property as follows: I. Eaterlor CBS walla have been insulated with ............................Check one () Spray on cellulose to a thickness of NIA inches, which thlol mass, aooa ft to the () Fiberglass blankets manufacturer, () Aluminum Foil Density wA will yield on "R" value of () Riold Exterior Frame walla have been inwiaxad with ............................Check one () Spray on cellulose to a thlckness.of inches, wtiloh thickness, according to the () Fiberglass blankets manufacturer, () Aluminum Foil Density WA will yield on "1R" value of () Other spray Foam Main Collings h*V t it been insulated with .........................Chock one () Fiberglass blankets to it thlckrAss of " Nnohes, leh tbi eaeWn' aecondi the ( ibarglass loose till manufacturer, () Aluminum Foil Density NIA w Jan v��� ( )Other Cailuloaa CORD Cathedral have been insulated with ........ - ...............Chock One () Fiberglass, blankets to a thickness of Inches, which thickness, according to the () Fiberglass loose flil manufacturer, () Aluminum Foll Density N/A will yield an "R" value of ( ) Other Caume 3. Interior knee walls have been insulated with.................................Check one ( ) Fiberglass blankets to a thickness of inches, which thickness, according to the ( ) Polyurethane manufacturer, ( ) Spray on cellulose Density NIA will yield an "RI value of ( ) Other Spray Foam 4. Garage partition walls of conditioned living areas have been Insulatedwith................................................................................Checks one .( ) Fiberglass blankets to a thickness of Inches, which thloknese, according to the ( ) Spray on cellulose manutbdurer, ( ) Polyurethane Density MIA will yield an "It" value of ( ) Other Aiumhtum Poll MUM FAMILY RESIDENTIAL CONSTRUC7aON ONLY: The common (petty) walla separating different tenants shell be Insulated as follows - Framefttai stud walla R-11(Min.); CBS or Concrete walls R-3 (Min.); by Energy Coda requiremenm. See Enmgy Code Rev. I187,'paragraph 903.2(b), on page 9.17, latest edition. These "minimums levela of Insulation" ere not included In the Energy Calculations, but shall be Installed in the field. NOTE; Dcmltids of Wgad on, loose fill, or gay other composed on site lnsuladon shall be the P.C.F. (Jb/R3�).a_veer)age ofthree (3) "DRY SAMPLES" of actual hLFtQIljthn, ViL Y\ M-Y-YIIA Imullaattioonn Contractor ,� g/sul on Contractor Slgnattue e'oa�rtlion Insulation Contrectoea CCd D Builder's Name - Illuilder's CC# Notary Public 1 uM i aaiAWr%0 LOME sun, NOTARY PUBLIC STATE OF FLONDA Commit EM7413 F.�irat# Z1231Z016 09/ 21 / 2033 01: 58 772460?255 ADVANCE PAGE 01 / 01 COUNTY _ F L O R I D A Re. Permit #w, W9=0 o Planning & Development Servicesu Building & Code Regulation Divisic,ri 2300 {liirginia Avenue Fart Pierce, FL 34982 792-462-2165 Or 772�462-7172 Fax. 772-462�6443 ROOF IIVSP CTMON AF p �/IT 1 O C�4 QO aIvyn (Please print name & cie license type) licensed as a(n)Contractor ��' *F5468 Building Inspecio�'IerfArchitect Genernl, Rullding, Residential nr Roofing C ntra,ctor or any indlpfdllal certlfled under 468 r. S. to make Surh opt Fa rspection_ Af On or about I did personally inspect the roof de (Da ) ck nailin mfork at; (ably site address) `7 Bases! upon that examination I have determined the Installation was done accordin. to Mitigation Retrofit Manual (,based 00�553.84 F.S.) I; the Hurricane LGIe. signature and STATE or- FI_oR► GOUNTY OF license 5worn.to and ubscaribed before.me this r,�, by 4--�11-1 day of, Wha is Personally known to me or who has produced as i�tificat on. , Notary Public, State of Florida Signature of Notary: Commission Number.En � az. non n�� i.wr.uz yi�,. NMery PUbI►r.' . Sf4ta of Frontla X Ca�rnpa Fxirirae IVaw q, 2016 Ml�ri na.J�r�inn Fe 84e610 Planning &Development Services Department Building, & Code ;Regulations Division ; 2300 Virginia Avenue Ft Pierce, FL 34982 Phone: 772- 462-2165 . Fax: 772-462-2522 i Request for 30-Day Temporary Power Release. - Date: Permit Number: Project Address:, .3504 Avenue M, Fort Pierce, FL 34947 _ THE, UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER -TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL' INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: , 1. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type; other than that permitted by construction,during this time period. 2. ' As witness by our,signatures, we hereby agree to 'abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for 4. Testing" have been fulfilled and the premise is ready f6r compliance inspection. 5. 'All requests for an extension beyond 30 days must be made in writing to the -Building Official stating the reason for the -request. Power may be removed from the site and/or a -Stop Work Order issued if the FYnal Inspection . has not been approved within 30 days. A'fee of $100.00 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS,(S,T. LUCIE, COUNTY, AND •THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE. WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OF ELECTRICAL.POWER IN THE EVENT OF VIOLATION OF THIS, AGREEMENT. OWNER SIGNAT DATE i "ONTRACTOR SIGNATURE SLCPDSD Revised 06/14/2010 G s J ... PLANNING & DEVELOPMENT SERVICES a BUILDING & CODE COMPLIANCE DIVISION BUILDING PERMIT SUB -CONTRACTOR SUMMARY GENTILE, LLC will be using,the following sub -contractors for the, (Company/Individual Name) project located at 3504 AVENUE M, 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 I isted 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 �% ? ��-,v,j �R, (� b0 I �° Plumbing A3 el:X3 D C c- 1H nn6Z HVAC/ Meclianical Roofing '�A vt3 (� e �Z �f t01u -� ccc 0 `5 Gas OFFICE USE ONLY: - PERMIT ISSUE DATE: NUMBER: - PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division _....:..,..:... ,.............._ BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: YS State of Florida Certification Number (if applicable): _-? cyfj 9 have agreed tobe the (Company Name/Individual Name) �L � ��, sub -contractor for (Type of Trade) (Primary Contractor for the project located at 3504 Avenue M Fort Pierce FL 34947 (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDv No. 004-00) BUSINESS QUALIFIER: (Name of the Individual shown on the Contractor's License) ORIL SIGNATURES ARE REQUIRED SIGNATURE P �) (� 2 �9 NT NAME DATE Business Name: Address: 5 6 City/State/Zip: Phone: OFFICE USE ONT,V- C email: J'TG P'Gti Tu—`e-c T`,2�Q,0 / . C� - - ]PLANNING & DEVELOPMENT SERVICES ISAIr 1*74 Building & Code Compliance Division r _..,......._._-..,..... ... .,,.. BUILDING PERMIT SUB -CONTRACTOR AGREEMENT , St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): c tTZan ,g Q v °v4al have agreed to be the (Company Name/Individu) sub -contractor for C (Type of Trade) (Primary Contractor) for the project located at 3504 Avenue M Fort Pierce FL 34947 (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER. (Name of the Individual shown on the Contractor's License) ®RIGINAL SIGNATURES ARE REQUIRED C SIGNATURE PRiCTa�Z��, 30 PRINT NAMEAmE DA E Business Name: Address: City/State/Zip: Phone: CE USE ONLY: AIT # DATE s 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): _(I /Y � ` �� �� 9 � e\ `�'� have agreed to be the (Company am /Individ al N e) - PC Z04 sub -contractor for. (Type o Trade) (Primary Contractor) for the project located at 3504. Avenue M Fort Pierce FL 34947 (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QU. Business Name. Address: City/State/Zip: Phone: OFFICE USE om.v- (Name of the Individual shown on the Contractor's License) REQUI n zx PRINT NAME _ LJ(i 111 email: COUNTY F L O R I D A 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): C.CC_ 0 5 ,L bw i C_ have agreed to be the (Compan Name/Individual Name) ` 1 p -- P''N sub -contractor for 7--k C 10 VL (Type o Trade) (Primary Contractor) �— for the project located at 3504 Avenue M Fort Pierce FL 34947 (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGJPAL SIGNATURES ARE REQUIRED SIGATURE Business Name: Address: City/State/Zip: Phone: NAME d DATE 7 09/21/2033 02:10 7724602255 ADVANCE PAGE 01/01 `T . • _ _ _ __ planning &Development Services Divis o11��t Building & Code R g 2300 Virginia Avenue Ft Pierce, FL 34992 ..... ...... Phone: 772- 462-216s Fax: 772-462-2522 Request for 30-Day Temporary Power Release Date: 6r Permit Number: Project Address: 3504 Avenue M, T ort Pi.ercc FL 34947 THE UNDERSIGNED HEREBY FUQUEST RELEASE OF ELECTRICAL POV11FR•TO THE ABOVE DESCRIBED PROPERT Y, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT EST VV]! HERE>; FINAL INSPECTION. IN CONSIDERATION -OF APPROVAL OF THE REQU ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above stated purpose only, and there will be nn occupancy of nay type, other than that permitted by construction during this time period. 7. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for 4. T.ccting" have bceo fulfilled and the premise is ready for compliance inspection. 5. All requests for an extension beyond 30 days must be made in writingto the Order ing. O fthe T fficiAl -Stating Ithe Mason n for the request. Power may be removed from the site and/or a Stop has not been approved within 30 days. A fee of $100.00 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST- LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYI�'E OF NATURE WHICH MAX ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTIdDN OF ELECTRICAL POWER IN THE EVENT OFCOL VIOLATION OF THIS AG.REEA!11NT. N ` o�'l� .0S'1_ OWNER SIGNAT1 DATE SI,CPDSD Revised 0611412010 1\ Fax:561.688.1398 Phone[954.520.0548 gentilellc a@comcast.net 772.342.6928 U) co CD 00 CU r- N 0 H iF 0 o-, N OD m N i Q1 N C�3 Q Fl- Lu C o uj LL. CO u --j DUI tf I t t4 �u4rwntk FORM-405-1.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 3504 Ave M Builder Name: Street: 3504 Ave. M Permit Office: Fort Pierce City, State, Zip: Ft. Pierce, FL, Permit Number: Owner: Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing Existing (Projecte 9. Wall Types (1040.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.0 1040.00 ft' b. N/A R= ft 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1000.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1000.00 ft2 6. Conditioned floor area above grade (ft2) 1000 b. N/A R= ft2 c. N/A R= ft2 Conditioned floor area below grade (ft2) 0 11. Ducts R ft2 7. Windows(120.0 sgft.) Description Area a. Sup: RoomslnBlockl, Ret: RoomslnBlockl, AH: 6 200 a. U-Factor: Sgl, U=0.29 120.00 ft2 SHGC: SHGC=0.30 12. Cooling systems kBtu/hr Efficiency b. U-Factor: N/A ft2 a. Central Unit 24.0 SEER:15.00 SHGC: c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 22.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1000.0 sgft.) Insulation Area EF: 0.990 a. Slab -On -Grade Edge Insulation R=0.0 1000.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits CF, Pstat Area: 0.120 Total Proposed Modified Loads: 22.66 PASS Glass/Floor Total Standar Reference Loads: 30.14 I hereby certify that the plans ands i ica on overed by Review of the plans and 1-VUE 3T.g�, this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. n+ara PREPARED BY: �i�5)D�ni%//�LW�y �/•I�G Before construction is completed DATE: 8(30 this building will be inspected for compliance with Section 553.908 0 * 0 I hereby certify that this building, as designed, is in compliance Florida Statutes. COD with the Florida Energy Code. W-B OWNER/ E T: a BUILDING OFFICIAL: DATE: DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 8/30/2013 2:11 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 75 The lower the EnergyPerformance Index, the more efficient the home. 3504 Ave. K Ft. Pierce, FL, 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2 7. Windows— Description a. U-Factor: Sgl, U=0.29 SHGC: SHGC=0.30 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: Existing (Projecte 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.0 1040.00 ft2 b. N/A R= ft2 1 c. N/A R= ft2 .3 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1000.00 ft2 1000 b. N/A R= ft2 c. N/A R= ft2 Area 11. Ducts R ft2 120.00 ft2 a. Sup: RoomslnBlockl, Ret: RoomslnBlock1, AH: 6 200 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 24.0 SEER:15.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. N/A R= c. N/A R= ft2 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 22.0 HSPF:8.50 1.000 ft. 0.300 Area 14. Hot water systems Cap: 40 gallons 1000.00 ft2 a. Electric EF: 0.99 ft2 b. Conservation features ft2 None 15. Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: /�i1��c�-� I �� Date: q'jjl/ 3 Address of New Home: 5DLI City/FL Zip: SOD *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: 3504 Ave M FLProp2010 1 Fort Pierce Single-family Existing (Projected) Bedrooms: 3 Conditioned Area: 1000 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: Whole House Fan: Address Type: Street Address Lot # Block/SubDivision: PlatBook: Street: 3504 Ave. M County: St. Lucie City, State, Zip: Ft. Pierce, FL, CLIMATE / V Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL ST LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Block1 1000 8000 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 RoomslnBlock1 1000 8000 Yes 3 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio RoomslnBlock1 130 ft 0 1000 ft2 0 0 1 ROOF # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA. Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Composition shingles 1083 ft2 0 ft2 Medium 0.96 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1000 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoomslnBlock1 30 1000 ft2 0.11 Wood 8/30/2013 2:11 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent LTypP Cavity Width Height Sheathing Framing Solar Space ��/alue Ft In Ft In Area RSlahie. Fraction Ahs Below 1 N 2 S 3 E 4 W Exterior Concrete Block - Int InsMoomSInBloc 4 40 8 Exterior Concrete Block - Int Ins5loomsInBIoc 4 40 8 Exterior Concrete Block - Int InsRoomslnBloc 4 25 8 Exterior Concrete Block - Int InS@oornsInBloc 4 25 8 320 ft2 320 ft2 200 ft2 200 ft2. 0 0.75 0 0.75 0 0.75 0 0.75 0 0 0 0 DOORS # Ornt Door Type Space Storms U-Value Width Ft In Height Ft In Area 1 N Wood RoomsinBloc None 0.460000 3 7 21 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall # Ornt ID Frame Panes NFRC U-Factor SHGC Storms Overhang Area Depth Separation Int Shade Screening 1 2 3 4 5 6 N 1 Metal N 1 Metal S 2 Metal S 2 Metal S 2 Metal E 3 Metal Single (Tinted) Yes 0.29 0.3 N Single (Tinted) Yes 0.29 0.3 N Single (Tinted) Yes 0.29 0.3 N Single (Tinted) Yes 0.29 0.3 N Single (Tinted) Yes 0.29 0.3 N Single (Tinted) Yes 0.29 0.3 N 18 ft2 1 ft 0 in 0 ft 0 in 20 ft2 1 ft 0 in 0 ft 0 in 18 ft2 1 ft 0 in 0 ft 0 in 4 ft2. 1 ft 0 in 0 ft 0 in 42 ft2 1 ft 0 in 0 ft 0 in 18 ft2 1 ft 0 in 0 ft 0 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 944.28 51.840 97.492 0.2628 7.0821 HEATING SYSTEM # System'Type Subtype Efficiency Capacity " Block Ducts 1 Electric Heat Pump None HSPF: 8.5 22 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 24 kBtu/hr 720 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubTpe Location EF Cap Use SetPnt Conservation 1 Electric None RoomslnBlockU.99 40 gal 60 gal 120 deg None 8/30/2013 2:11 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 r SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS -- Supply --- --- Return -- Air Percent HVAC # # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 RoomslnBloc 6 200 ft2 RoomslnBloc 50 ft2 DSE=0.88 RoomslnBl 0.0 cfm 0.00 % 0.00 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: y [[XX Jul Aug [X] Sep Oct Nov Dec Jan Feb � Mar r� Apr rMay Rj Jun [X1 rxi [X] rX Oct X� Nov X� DecJun Venting LX Lx [[XX Jul Aug [X] Sep Xi Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 8/30/2013 2:11 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-1.0 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 3504 Ave. M PERMIT #: Ft. Pierce, FL, MANDATORY REQUIREMENTS SUMMARY- See individual code sections for full details. COMPONENT 'SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed.lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2:7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers: Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit,breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 8/30/2013 2:11 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 3504 Ave. M. HVAC Load Calculations for 3504 Ave. M' Fort Pierce, Florida E ell U iLwY ftj rmVTr-jtfVACHVACs Prepared By: Residential Energy Calds Friday, August 30, 2013 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. RhvaC Residential $ Light Commercial HVAG Loads _cute aoriware veveioprnen[, mG. Residential; Energy Calc s e int 3504 ' M. Port-SaLucie; FL 34M Page 2 Project Report Project Title: 3504 Ave. M. Designed By: Gentile, LLC Project Date: 'Thursday, August 29, 2013 Client Address: 3504 Ave. M Client City: Fort Pierce, Florida Company Name: Residential Energy Calc's Reference City: Fort Pierce, Florida Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 27 Degrees Elevation: 25 ft. Altitude Factor: 0.999 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 42 39.4 80% n/a 70 n/a Summer: 90 78 59% 50% 75 61 Total Building Supply CFM: 690 CFM Per Square ft.: 0.690 Square ft. of Room Area: 1,000 Square ft. Per Ton: 518 Volume (W) of Cond. Space: 8,000 Building, Loads Total Heating Required Including Ventilation Air: 18,842 Btuh 18.842 MBH Total Sensible Gain: 15,981 Btuh 69 % Total Latent Gain: 7,197 Btuh 31 % Total Cooling Required Including Ventilation Air: 23,178 Btuh 1.93 Tons (Based On Sensible + Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\3504 Ave. M Remodel.rh9 Friday, August 30, 2013, 1:47 PM Rhvac Regidential & Light Commercial. HVAC Loads Elite Software Development, Inc. Residential'Energy Cale,'i .. _. ve � . "3504 A Port Saint Lucie, FL 34983 Page Miscellaneous Report System 1 Rheem Or'Equivalent Outdoor Outdoor" Outdoor Indoor. Indoor ; Grains Input Data ` D Bulb 1Net Bulb Rel.Hum Rel.Hurn 'Dry' Bulb" . Difference Winter: 42 39.4 80% n/a 70 n/a Summer: 90 78 59% 50% 75 61.09 .Duct Sizing Inputs " Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min - Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.450 AC/hr 0.230 AC/hr 60 CFM 31 CFM Infiltration Actual: 0.249 AC/hr 0.000 AC/hr Above Grade Volume: X 8,000 Cu.ft. X 8,000 Cu.ft. 1,990 Cu.ft./hr 0 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 33 CFM 0 CFM Total Building Ventilation: 50 CFM 50 CFM ---System 1--- Infiltration & Ventilation Sensible Gain Multiplier: 16.49 = (1.10 X 0.999 X 15.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 41.50 = (0.68 X 0.999 X 61.09 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 30.77 = (1.10 X 0.999 X 28.00 Winter Temp. Difference) Winter Infiltration Specified: 0.450 AC/hr (60 CFM), Construction: Average Summer Infiltration Specified: 0.230 AC/hr (31 CFM), Construction: Average -Duet Load Factor Scenarios for System 1 Attic .: Duct Duct ii ' Surface.`- From No.. Type' ; Description Location 'Ceiling, Leaka a Insulation Area [T fVIDD 1 Supply Attic 16B 0.12 6, 270 No 1 Return Attic 16B 0.12 6 150 No C:\ ...\3504 Ave. M Remodel.rh9 Friday, August 30, 2013, 1:47 PM Load Preview Report Net .2 Sen Lt Net Sen S ftlgs I SCII gs I SysDuct IScope i Tonl /Tftonl Areal GainI CFM GaianI Gain) Los, I H CFM CFMl Sizel BdIding System I -- - - ---- -------- ----- - --- -- - ---- - -- Ventilation Ventilation 1.93, 5181,000, 15,981 7,19T 23,178 18,84? -------------- ---------- -- - 1,000 518' 15,981 7,197; 23,178 18,842' 225�j 690� OX(r ..... - --- ---- - --- --- - -------- -- - ------- ...... .. 824; 2,075' 2,899 1,539 - -- ---- ------ -- - ---- ---- 1221 1,221 --- - --- --- -- - ----- ------ --- ----- --- - --- - --------- 1,000, 15,157 3,900: 19,057 1 17,303 i 225MIMI 690 144' 1,341 0: — ------ ------ 1,341 3,0861 40 61 1 -0* 1201 1,730 7001: 2,430. 1,3371: ITM 79� 1-0* - - ---- --- -------------- 365 962, 600 1,562 364 44, 1 -0* 1-56�s- 21,.578.----. 700 3 278-- 32.057 1-.-0*. -- ------ --- - ----------- . 1441 . .... 2,384 700: ---- 3,084! ---- 2,907; --40 3& 108if 1-0* ----- ----- ............ ---- - -- --- ---- -- 40� 237 0 237, 608, - - 8 ------------- - 11� - 1 -0* -- -- - -------- 48 1,158- 600 1,758 755 M 53 1 -0* 120' 4283: 600 4,883: 4,313 M 195 2-0* 192. 483 0; 4837 876 -5_, 11 M 1-0* C:\ ... \3504 Ave. M Remodelxh9 Friday, August 30, 2013, 1:47 PM ResidentiaPlEfterg I. 3504,Ave. M. 96 Port Saint Luci6, FL 34 J�o�f�i����z� Preview Duct Name J_ Velocity I Length Flow Flow Flow Size System 1 Supply Runouts Zone 1 Other Ducts in System I Summary System Heating �Fkmv 225 Cool690 C:\—\35O4Ave.K8Ramodeirh8 Friday, Auguot3O 2013'1:47PM Rhvac Residentiat�&Light'Commercial HV_ AC Loads Elite Software Development, Inc. Residential Energy CaIes 3504 Ave. M. Port Saint Lucie, FL '34983 Pa e 9 Total Building Summary Loads Component ; Area Sen F > Lat t Sen Total z x t , xG h Desch tion;`�-s.Loss Gamy-� .� am Gain: 1A-cb-o: Glazing -Single pane, operable window, clear, 116 977 0 1,577 1,577 metal frame with break, u-value 0.3, SHGC.0.29 IA-cm-o: Glazing -Single pane, operable window, clear, 42 1,494 0 1,464 1,464 metal frame no break, u-value 1.27, SHGC 0.75 11 D: Door -Wood - Solid Core 21 229 0 213 213 13A4ocs: Wall -Block, board insulation only, R-4 board 821 3,284 0 1,796 1,796 insulation, open core, siding finish 16C-30: Roof/Ceiling-Under Attic with Insulation on Attic 1000 897 0 1,280 1,280 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, White or Light Color Shingles, Any Wood Shake, Light Metal, Tar and Gravel or Membrane, R-30 insulation 22A-ph: Floor -Slab on grade, No edge insulation, no 125 4,754 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil _ Subtotals for structure: 11,635 0 6,330 6,330 People: 6 1,200 1,380 2,580 Equipment: 2,700 3,300 6,000 Lighting: 0 0 0 Ductwork: 4,647 1,221 4,147 5,368 Infiltration: Winter CFM: 33, Summer CFM: 0 1,021 0 0 0 Ventilation: Winter CFM: 50, Summer CFM: 50 1,539 2,075 824 2,899 _ Total Building Load Totals: 18,842 7,197 15,981 23,178 Check Fi uses Total Building Supply CFM: 690 CFM Per Square ft.: 0.690 Square ft. of Room Area: 1,000 Square ft. Per Ton: 518 Volume (ft3) of Cond. Space: 8,000 :Buildin -Loads '$ + 1 ' Total Heating Required Including Ventilation Air: 18,842 Btuh 18.842 MBH Total Sensible Gain: 15,981 Btuh 69 % Total Latent Gain: 7,197 Btuh 31 % Total Cooling Required Including Ventilation Air: 23,178 Btuh 1.93 Tons (Based On Sensible + Latent) ,Notes " Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\3504 Ave. M Remodel.rh9 Friday, August 30, 2013, 1:47 PM :Rlyvac =.Residential &. LightiCornniercial, HVAC Loads ,`', - Elite Software Development, Inc. Residential Energy Calc's, = 3504 Ave._M. Port Saint Lucie, FL 34983 _ Pace 17 System 1, Zone 1 Summary Loads_ (Average Load Procedure for •Rooms) Component;: =� Description::, �.. `Area Sen Lat fr,h Sen Total:; , .. Quan <Loss' ;' -'. ` GGain,° . 'sGam, r Gain;: IA-cb-o: Glazing -Single pane, operable window, clear, 116 977 0 1,577 1,577 . metal frame with break, u-value 0.3, SHGC 0.29 1A-cm-o: Glazing -Single pane, operable window, clear, 42 1,494 0 1,464 1,464 metal frame no break, u-value 1.27, SHGC 0.75 11 D: Door -Wood - Solid Core 21 229 0 213 213 13A4ocs: Wall -Block, board insulation only, R-4 board 821 3,284 0 1,796 1,796 insulation, open core, siding finish 16C-30: Roof/Ceiling-Under Attic with Insulation on Attic 1000 897 0 1,280 1,280 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, White or Light Color Shingles, Any Wood Shake, Light Metal, Tar and Gravel or Membrane, R-30 insulation 22A-ph: Floor -Slab on grade, No edge insulation, no 125 4,754 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil Subtotals for structure: _ 11,635 0 6,330 6,330 .People: 6 1,200 1,380 2,580 Equipment: 2,700 3,300 6,000 Lighting: 0 0 0 Ductwork: 4,647 0 4,147 4,147 Infiltration: Winter CFM: 33, Summer CFM: 0 1,021 0 0 0 System 1, Zone 1 Load Totals: 17,303 3,900 15,157 19,057 °ChecK Fi uses "' Supply CFM: 690 CFM Per Square ft.: 0.690 Square ft. of Room Area: 1,000 Square ft. Per Ton: 630 Volume (ft3) of Cond. Space: 8,000 Zone Loads; - Total Heating Required: 17,303 Btuh 17.303 MBH Total Sensible Gain: 15,157 Btuh 80 % Total Latent Gain: 3,900 Btuh 20 % Total Cooling Required: 19,057 Btuh 1.59 Tons (Based On Sensible + Latent) ,.. w Rhvac is an ACCA approved Man ual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\3504 Ave. M Remodel.rh9 Friday, August 30, 2013, 1:47 PM Light Commercial HVAElite Software Development, lnc.dentialEnergy Calc's Z'SainfLucie,'Fl_ - 3504 Ave ; M: 34983 : __. •` .T, '� , ,. f ° _"� • . Pa'e 20:• • Detailed Room loads - Room -1 -Living (Average Load Pocedure) Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 1 Room Width: 12.0 ft. Zone Number: 1 Area: 144.0 sq.ft. Supply Air: 61 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.2 AC/hr Volume: 1,152.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 9 CFM Runout Air: 61 CFM Percent of Supply.: 15 % Runout Duct Size: 0 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 0 ft./min. Percent of Supply: 7 % Runout Air Velocity: 0 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item: a r Areas U ` x ° Htgt : Sen R`�ClgSen 1:'Descn p tion; ", „'. Quanti ty �+ Ualue ,.....HTM ..:.Loss, HTMw" ..,! Gaui' Gain N -Wall-13A-4ocs 12 X 8 51 0.143 4.0 204 2.2 0 112 W -Wall-13A-4ocs 12 X 8 96 0.143 4.0 384 2.2 0 210 N-Door-11 D 3 X 7 21 0.390 10.9 229 10.1 0 213 N -GIs-1A-cb7.o shgc-0.29 100%S 24 0.300 8.4 202 10.6 0 255 UP-Ceil-16C-30 12 X 12 144 0.032 0.9 129 1.3 0 184 Floor-22A-ph 24 ft.. Per. _ 24 _1.358 _ 38.0 913 0.0 0 0 Subtotals for Structure: 2,061 0 974 Infil.: Win.: 6.4, Sum.: 0.0 192 1.021 196 0.000 0 0 Ductwork: 829 367 Room Totals: 3,086 0 1,341 C:\ ...\3504 Ave. M Remodel.rh9 Friday, August 30, 2013, 1:47 PM Edent�al & Light Commercial HVAC Loatls ,' Elite Software Development, Inc°• Res dent al ergy. Calc's = . . .; 4 ve M ' . 350A Po1i Saint Lucie, FL 34983. Pa `e 21; Detailed Room Loads,'!-- Room 2 - Bedroom 3 Avdrage Load Procedure) General77 Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 1 Room Width: 10.0 ft. Zone Number: 1 Area: 120.0 sq.ft. Supply Air: 79 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.9 AC/hr Volume: 960.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 4 CFM Runout Air: 79 CFM Percent of Supply.: 5 % Runout Duct Size: 0 in. Actual Summer Vent.: 6 CFM Runout Air Velocity: 0 ft./min. Percent of Supply: 7 % Runout Air Velocity: 0 ft./min. Actual Winter Infil.: 3 -CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 0 CFM m , x Area U ft Htg Sen ,fi eClg k{, f Lat Sen Osqrliption;`'... �. V�HTM :Quantity alue, x r ; t Loss HTM ..,, ,v „, : ream Gain' N -Wall-I3A-4ocs 10 X 8 60 0.143 4.0 240 2.2 0 131 N -GIs-1A-cb-o shgc-0.29 100%S 20 0.300 8.4 168 10.6 0 212 UP-Ceil-16C-30 12 X 10 120 0.032 0.9 108 1.3 0 154 Floor-226-ph 10 ft.. Per. _ 10 1.358 38.0 380 0.0 0 0 Subtotals for Structure: 896 0 497 Infil.: Win.: 2.7, Sum.: 0.0 80 1.025 82 0.000 0 0 Ductwork: - 359 473 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 300 300 Room Totals: 1,337 700 1,730 C:\ ...\3504 Ave. M Remodel.rh9 Friday, August 30, 2013, 1:47 PM Rflvac Residential & L�ght.Commercial HVAC Loads Elite. Software Development, Inc.•' Residential Energy C'alc's 3504Aee M Poit.Saint Lucie, FL 34983 a Pa a 22 :Detailed Room: Loads -- Room.3 = Ooset,(Average Load Procedure) Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 1 Room Width: 3. 0' ft. Zone Number: 1 Area: 36.0 sq.ft. Supply Air: 44 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 9.1 AC/hr Volume: 288.0 cu.ft. Req. Vent.'Clg: 0 CFM Number of.Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 44 CFM Percent of Supply.: 2 % Runout Duct Size: 0 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 0 ft./min. Percent of Supply: 7 % Runout Air Velocity: 0 ft./min. Actual Winter Infil.: 1 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 0 CFM UP-Ceil-16C-30 12 X 3 Floor-22A-ph 3 ft:.Per. 36 0.032 0.9 32' 1.3 3 1.358 38.0 114 0.0 0 0 46 0 _ Subtotals for Structure: 242 0 99 Infil.: Win.: 0.8, Sum.: 0.0 24 1.000 24 0.000 0 0 Ductwork: 98 263 Equipment: 600 600 Room Totals: 364 600 962 C:\ ...\3504 Ave. M Remodel.rh9 Friday, August 30, 2013, 1:47 PM RHvac Re idential &Light commercial HVAC Loads Elite Software Development; Inc: Residenfiaf Energy Calc-s - :.., 3504 Ave M. P.ort'Saint Lucie, FL;' 349E0 Pa a 23, Detailed Room Loads - Room 4 -:= Bedroom.,1 Avera el oad Procedure 'General t Calculation Mode:., Ht . & g clg. Occurrences: 1 Room Length: 13.0 ft. System Number: 1 Room Width: 12.0 ft. Zone Number: 1 Area: 156.0 sq.ft. Supply Air: 117 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.6 AC/hr Volume: 1,248.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 9 CFM Runout Air: 117 CFM Percent of Supply.: 8 % Runout Duct Size: 0 in. Actual Summer Vent.: 9 CFM Runout Air Velocity: 0 ft./min. Percent of Supply: 7 % Runout Air Velocity: 0 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item.. s xArea Sen rClg r �LatSen =Quariti HTM. v Gain' Gain Description". "Value=,: , `Loss', = HTM„ N -Wall-13A-4ocs 12 X 8 76 0.143 4.0 304 2.2 0 166 E -Wall-13A-4ocs 13 X 8 92 0.143 4.0 368 2.2 0 201 N -GIs-1A-cb-o shgc-0.29 100%S 20 0.360 8.4 168 10.6 0 212 E -GIs-1A-cb-o shgc-0.29 20%S 1.2 0.300 8.4 101 27.8 0 334 UP-Ceil-16C-30 13 X 12 156 0032 0.9 140 1.3 0 200 Floor-22A-ph 25 ft..Per. — 25 1.358 38.0_ 951 i _ 0.0_ 0 _ 0 Subtotals for Structure: 2,032 0 1,113 Infil.: Win.: 6.6, Sum.: 0.0 200 1.020 204 0.000 0 0 Ductwork: 821 705 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment_------�_.`.--------- ---------- ------------ ------ 300 300 Room Totals: 3,057 700 2,578 C:\ ...\3504 Ave. M Remodel.rh9 Friday, August 30, 2013, 1:47 PM Rhvac - Residential & Light Commercia[HVAC Loads c Elite,Software Development,, Inc., Residential Energy Calc's 3504 Ave. M. Port.Saint Lucie, FL 34083 ' Page 24 Detailed'Room -Loads - Room 5 - Bedroom 2 (Average Load Procedure) Gereral Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 1 Room Width: 12.0 ft. Zone Number: 1 Area: 144.0 sq.ft. Supply Air: 108 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.6 AC/hr Volume: 1,152.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 8 CFM Runout Air: 108 CFM Percent of Supply.: 8 % Runout Duct Size: 0 in. Actual Summer Vent.: 8 CFM Runout Air Velocity: 0 ft./min. Percent of Supply: 7 % Runout Air Velocity: 0 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area k U Ht Sen;' Clgj $ f'r y Lat, a k Sen; r d<�,HTM� HTM �Descnption�' _.�" „ .. ' 'Quantit"`1 .a ,Value�'� Loss) ��� ,,Gainv,Gain' E -Wall-I3A-flocs 12 X 8 87 0.143 4.0 348 2.2 0 190 S -Wall-13A-4ocs 12 X 8 78 0.143 4.0 312 2.2 0 171 E -GIs-1A-cb-o shgc-0.29 27%S 9 0.300 8.4 76 26.3 0 237 S -GIs-1A-cb-o shgc-0.29 100%S 18 0.300 8.4 152 10.6 0 190 (2) UP-Ceil-16C-30 12 X 12 144 0.032 0.9 129 1.3 0 184 Floor-22A-ph 24 ft..Per. 24 1.358 38.0 91.3 0.0 0 0 Subtotals for Structure: 1,930 0 972 Infil.: Win.: 6.4, Sum.: 0.0 192 1.021 196 0.000 0 0 Ductwork: 781 652 People: 200 [at/per, 230 sen/per; 2 400 460 Equipment: 300 300 Room Totals: 2,907 700 2,384 C:\ ...\3504 Ave. M Remodel.rh9 Friday, August 30, 2013,,1:47 PM Rhv�c Residential 4 Light,Commercial HVAC Loads Elite Software Development, Inc Residential ErergymCatc's : n �� 3504 Ave: M. Part.Samt Lucie, EL,34963. , . :, _ P a a 25 Detailed Room :Loads - Roo rn.6 = Bath 1 (Average Load::Procedurej Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 8.0 ft. System Number:. 1 Room Width: 5.0 ft. Zone Number: 1 Area: 40.0 sq.ft. Supply Air: 11 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 2.0 AC/hr Volume: 320.0 cu.ft. Req. Vent. Cig: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 11 CFM Percent of Supply.: 16 % Runout Duct Size: 0 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 0 ft./min. Percent of Supply: 7 % Runout Air Velocity: 0 ft./min. Actual Winter Infil.: 1 CFM Actual Loss: 0.000 in.wg./100 ft. . Actual Summer Infil.: 0 CFM Gain' S -Wall-13A-flocs 5 X 8 36 0.143 4.0 144 2.2 0 79 S -GIs-IA-cb-o shgc-0.29 100%S 4 0:300 8.4 34 10.5 0 42 UP-Ceil-16C-30 8 X 5 40 0.032 0.9 36 1.3 0 51 Floor-22A-ph 5 ft.. Per. 5_ 1.358 38.0 190 0.0 0 0 Subtotals for Structure: 404 0 172 Infil.: Win.: 1.3, Sum.: 0.0 40 1.025 41 0.000 0 0 Ductwork: _ 163 65 Room Totals: 608 0 237 C:\ ...\3504 Ave. M Remodel.rh.9 Friday, August 30, 2013, 1:47 PM Rhvac Residential & Light Commercial HVAC Loads Residential Energy. Gales s. Port Saint Lucie; FL 34983 i Elite; Software Development; Inc. ; ,. •5604 AMe. M. Pa "e 26` 'Detailed Room Loads - Room 7 -Utility (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 8.0 ft. System Number: 1 Room Width: 6.0 ft. Zone Number: 1 Area: 48.0 sq.ft. Supply Air: 53 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 8.2 AC/hr Volume: 384.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 53 CFM Percent of Supply.: 4 % Runout Duct Size: 0 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 0 ft./min. Percent of Supply: 7 % Runout Air Velocity: 0 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item;: Area -U-. Sen Clg Lat . Sen Description Quantity : Value '` <. HTM , Loss ` , HTM Gain ` Gain S -Wall-13A-4ocs 6 X 8 39 0.143 4.0 156 2.2 0 85 S -GIs-1A-cb-o shgc-0.29 100%S 9 0.300 8.4 76 10.6 0 95 UP-Ceil-16C-30 8 X 6 48 0.032 0.9 43 1.3 0 61 Floor-22A-ph 6 ft..Per. 6 1.358 38.0 228 0.0 0 0 Subtotals for Structure: 503 0 241 Infil.: Win.: 1.6, Sum.: 0.0 48 1.021 49 '0.000 0 0 Ductwork: 203 317 Equipment: 600 600 Room Totals: 755 600 1,158 C:\ ...\3504 Ave. M Remodel.rh9 Friday, August 30, 2013, 1:47 PM Rhvac ReFsidentiat'8 Light Commercial HVAC Loads Ehte Software Development, Inc. Residential Energy Calc's 350 4 Ave Ms Port Saint Lucie, FL ;34983 "' Pa e.27 :Detailed Room Loads Room 8-.Kitchen'(Average,Load P. rocedure) General ;. 77 Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 12.0 ft. System Number. 1 Room Width: 10.0 ft. Zone Number: 1 Area: 120.0 sq.ft. Supply Air: 195 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 12.2 AC/hr Volume: 960.0 cu.ft. Req. Vent..Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 12 CFM Runout Air: 97 CFM Percent of Supply.: 6 % Runout Duct Size: 0 in. Actual Summer Vent.: 14 CFM Runout Air Velocity: 0 ft./min. Percent of Supply: 7 % Runout Air Velocity: 0 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 0 CFM miaantUalu,,HTM, ` SOW ['!bto Lo.. T�{ a ' anescnptionM �, . �; �.; S -Wall-13A-4ocs 10 X 8 38 0.143 4.0 152 2.2 0 83 W -Wall-13A-4ocs 12 X 8 96 0.143 4.0 384 2.2 0 210 S -GIs-IA-cm-o shgc-0.75 100%S 42 1.270 35.6 1,494 34.9 0 1,464 (2) UP-Ceil-16C-30 12 X 10 120 0.032 0.9 108 1.3 0 154 Floor-22A-ph 22 ft_Per. _ 22 1.358 38.0 837 0.0 — 00 0 Subtotals for Structure: 2,975 0 1,911 Infil.: Win.: 5.8, Sum.: 0.0 176 1.023 180 0.000 0 0 Ductwork: 1,158 1,172 Equipment_ _ 600 1,200 Room Totals: 4,313 600 4,283 C:\ ...\3504 Ave. M Remodel.rh9 Friday, August 30, 2013, 1:47 PM Rhvc `R�sidenhal &Light Commercial HVAC Loads Elite Software Development; Inc. Residefibal Energy Calc's , 3504°Ave M. _ PoifSaintLucie; FL34983' '�" Pa a 28 Detailed Room .Loads--< Room 9 -.Hall (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 32.0 ft. System Number: 1 Room Width: 6.0 ft. Zone Number: 1 Area: 192.0 sq.ft. Supply Air: 22 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 0.9 AC/hr Volume: 1,536.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 3 CFM Runout Air: 22 CFM Percent of Supply.: 12 % Runout Duct Size: 0 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 0 ft./min. Percent of Supply: 17 % Runout Air Velocity: 0 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.000 in.wg./l00 ft. Actual Summer Infil.: 0 CFM Ifem Area -U-.' Htg, Sen Cfg Lat Sen: Description Quantity Value'::., HTM Loss HTM , < Gain `' �-`Gairi E -Wall-13A-4ocs 6 X 8 48 0.143 4.0 192 2.2 0 105 UP-Ceil-16C-30 32 X 6 192 0.032 0.9 172 1.3 0 246 Floor-22A-ph 6 ft.. Per. 6 1.358 38.0 228 0.0 0 0 Subtotals for Structure: 592 0 351 Infil.: Win.: 1.6, Sum.: 0.0 48 1.021 49 0.000 0 0 Ductwork: 235 132 Room Totals 876 0 483 C:\ ...\3504 Ave. M Remodel.rh9 Friday, August 30, 2013, 1:47 PM RAvac Residential, 4 Light Commercial HVAG Loads Elite Software Development, lnc Residential Energy, Caic s . •3504 Ave IV, [Por#,Saint.L°ucie, FL 34983,, F � �,_ :. Pa e 31 Load Summa�` $stern" I.- •Room• : ry . Mm Run, Run Clg Clg Min ;Act` ,Hfg Room Area Sens ,Htg Duct Duct Sens' ;Late `Clg Sys ` No`. Name' . SF l3tutia , r `Btuh� CFM CFM ---Zone 1--- 1 Living 144 3,086 -40 1-0 0 1,341 0 61. 61 2 Bedroom 3 120 1,337 17 1-0 0 1,730 700 79 79 3 Closet 36 364. 5 1-0 0 962 600 44 44 4 Bedroom 1 156 3,057 40 1-0 0 2,578 700 117 117 5 Bedroom 2 144 2,907 38 1-0 0 2,384 700 108 108 6 Bath 1 40 608 .8 1-0 0 237 0 11 11 7 Utility 48 755 10 1-0 0 ` 1,158 600 53 53 8 Kitchen 120 4,313 56 2-0 0 4,283 600 195 195 9 Hall 192 876 11 1-0 0 483 0. 22 22 Ventilation 1,539 824 2,075 Duct Latent _ 1,221 System 1 total 1,000 ' 18,842 225 _T 15,981 7,197 690 690 System 1 Main Trunk Size: OxO in. Velocity: 0 ft./min Loss per 100 ft.: 0.000 in.wg yCoo{in S stem Sumrna Cooling Sensible/Latent Sensible Letent Total' Tons. S ht;: Btuh x',°:Btuh • Bfuh Net Required: q 1.93 69% / 31% 15,981 7 1197 23,178 Actual: 1.97 68% /.32% 16,000 7,600 23,600 •Equipment -Data , Heating System Cooling System Type: Air Source Heat Pump Standard Air Conditioner Model: 15PJL24 1,5PJL24 Indoor Model: RHLL-HM2417 Brand: 15PJL SERIES 15PJL SERIES Description: HSPF 8.0 HEAT PUMP 15 SEER WITH HEAT PUMP Efficiency: 0, 0 Comment : 0 Sound: 0 0 Capacity: 21600 23600 Sensible Capacity: n/a 16,000 Btuh Latent Capacity: n/a 7,600 Btuh AHRI Reference No.: n/a 3705002 C:\ ...\3504 Ave. M Remodel.rh9 Friday, August 30, 2013, 1:47 PM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwwoniamidade, ov/buildin / Iko Industries Ltd. 40 Hansen Rd. S. Brampton, Ontario CANADA L6W3H4 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Cambridge AR LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA# 10-0913.02 and consists of pages 1 through 4, The submitted documentation was reviewed by Alex Tigera. NOA No.: 11-0517.09 Expiration Date: 05/05/16 Approval Date: 07/07/11 Page 1 of 4 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Cateizory: Asphalt Shingles Materials Laminate Deck Type: Wood SCOPE This approves a roofing system using Cambridge AR asphalt shingles manufactured by 1KO Industries Ltd. as described in Section 2 of his Notice of Acceptance. PRODUCT DESCRIPTION Product Dimensions Test Specifications Cambridge AR 13'/4" x 40 7/8" TAS 110 MANUFACTURING LOCATION 1. Kankakee, IL EVIDENCE SUBMITTED Test Agency PRI Construction Materials Inc. FM Approvals FM Approvals FM Approvals Product Description A heavy weight, fiberglass reinforced laminate asphalt- shingle. Test Identifier Test Name/Reyort Date IKO-050-02-01 TAS 100 12/21 /09 3041689 ASTM D 3462 02/23/11 3036971 ASTM D 3161-(TAS-107) 01/04/09 3042673 ASTM E 108 04/12/11 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. Shall not be installed on roof mean heights in excess of 33 ft. 3. All products listed herein shall have a quality assurance audit in accordance with .the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. INSTALLATION 1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115. 2. Flashing shall be in accordance with Roofing Application Standard RAS 115 3. The manufacturer shall provide clearly written application instructions. 4. Exposure and course layout shall be in compliance with Detail 'A', attached. 5. Nailing shall be in compliance with Detail'B', attached. NOA No.: 11-0517.09 Expiration Dater 05/05/16 MIAMI•bAD, couNnr Approval Date: 07l07/11 Page 2 of 4 LABELING 1. Shingles shall be labeled with the Miami -Dade Seal as Been below, or the wording "Miami -Dade County Product Control Approved". BUILDING PERMIT REQUIREMENTS 1. Application for building permit shall be accompanied by copies of the following: 1.1 'This Notice of Acceptance. 1.2 Any other documents required by the Building Official or the applicable code in order to properly evaluate the installation of this system. NOA No.: 11-0517.09 Expiration Date: 05/05/16 Approval Date: 07/07/11 Page 3 of 4 DETAIL A CAMBRIDGE AR COURSE LAYOUT OF ROOF -------------- 30, Note: Roofing Cement not shown in this layout. This drawing is for course layout only. See Detail B for nailing and cement placement details. I r'FA1�20THIRD COURSE I I I I I I '---'--'�--'--" SECOND COURSE I 1 L10"rA// — r////A N so I I I I R r/////////A M M PA M FIRST COURSE DETAIL B CAMBRIDGE AR 40 8" 311 ' �o 6 g 58 EXPOSURE f 11 - VA END OF THIS ACCEPTANCE NOA No.: 11-0517.09 MIAML-BADE COUNTY Expiration Date: 05/05/16 Approval Date: 07/07/11 Page 4 of 4 MIAMI, DE MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 S.W. 26" Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590, F (786) 31 S 2599 NOTICE OF ACCEPTANCE (NOA) ww_w.miarnidgde.Eoy/oars/ PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-700" Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4040 20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami -Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0405.10 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 11-1013.14 �yusll Expiration Date: March 26, 2016 Z� 11 Approval Date: November 03, 2011 10 Page I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL 4649 and FTL-4723, dated 10105 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. OS-1018.01) t Jaime D. Casco , P. E. Product Control Section Supervisor NOA No.11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018.01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018. 01) C. CALCULATIONS 1. Anchor verification calculations and stuuciural analysis, complying with FBC-2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300-04 (Submitted under previous NOA Noll-0128.03) D. QUALITY ASSURANCE 1. Miami —Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. Jaime D. Gasco i, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E--2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC-2007 and FBC-2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-5063, FTL-4645, FTL-4649, F'FL74723, FTL-4947, FTL-4650, FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmui ndo Largaespada, P, E. (Submitted under previous NOA No. 07-0322.06 and 05-1018.01) G. OTHERS 1. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH-700 Aluminum Single Hung Window — L.M.I.", approved on 04/21 /2011 and expiring on 03/23/2016. 9 "- Jaime D. Gasc/ n, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-3 i ® GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16' LAMI CONSISTING OF (2) LITES OF 1/8"ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/18" LAMI CONSISTING OF (2) LITES OF 3F16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16- HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16' LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16' LAMI IG: (1) LITE OF 1/B" TEMPERED GLASS, AN AIR SPACE AND 6116" LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. NOA DRAWING MAP H.13/16' LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 516" LAMI CONSISTING OF (1) UTE OF 1/8" ANNEALED GLASS AND (1) LITE e OF 1/8" HEAT STRENGTHENED GLASS WITH A .09D DUPONT BUTAGTE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. SHEET 1.13116' LAMI IG: (1) LITE OF 11W TEMPERED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS GENERAL NOTES.............1 WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. GLAZING DETAILS ............ 2 J.1311W LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 7/16' LAW CONSISTING OF (2) LITES OF 3/18" ANNEALED GLASS WITH A DESIGN PRESSURES....... 3 .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER ELEVATIONS ..................... 4 K. 1311W LAW IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE VERT. SECTIONS ............. 5 OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. HORIZ. SECTIONS............ 5 L. 13/18' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS PARTS LIST ....................... 6 WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. EXTRUSIONS .................... 7 ®M.13116" LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR CORNER DETAIL .............. 7 SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER ANCHORAGE .................... 8-11 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) '�E3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. S. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL-4645, FTL4646, FTL-4647, FTL-4648, FTL4649, FTL-4650, FTL4651, FTL-4723, FTL4057, FTL4958 AND FTL-5063. ANSI/AFBPA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL PRODUCT R6VIS9D 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. as conµdying with the Florida Bwlding Codc 9. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY Am uw No" It a Da HURRICANE ZONE (HVHZ). By luiur cElsSe 58 5 a _ of it = Rw. J.j. J. 16D7/1 f Rnbbr• D 2010 FBC UPDATE lo7oTl¢cBNoloovDRIIE OvWv GENERAL NOTES i .Q, •• Of Sjgjgp• Ui ` 0 •. FLOVV ''•.••••••• J.R. 06D1H1 C CHANGED CAP GLASS TIDE TO TEMPERED FROM HS NOKOMI9, FL J4276 P.O.egX162A NOKOMIS. FL 34274 i, ''��FS310NP� of A. LNIIVKOLLA, P.E. FL P.E.# 58705 = ALUM. SINGLE HUNG WINDOW, IMPACT a'�'� 1i0 0—w- a.� 9M00 NTS T all 1 4040-20 D F.K ltnaroe a TCHANGE DN NOTES7saws . AD NOT M AZING OPTIONS Vuibly Bcua o -ar F.K. ar• O/JA7b JJ. r T29/o7 1/2" NOM. GLASS BITE 1 W.tST Of m 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 6/16" NOM. 5/16 LAMINATED GLASS O 16,87,88 of 9, 12' NOM. GLASS BITE Of DM. BITE ® NOTE: LAM] IG OUTBOARD LITES MAY BE UPGRADED TO 3/16' WITH NO CHANGE IN DESIGN PRESSURE. aEXTERIOR INTERIOR (ALL SECTIONS) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED /16" LAMINATED GLASS m 12" NOM. GLASS BITE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 3/15" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 5116' LAMINATED 7/16' LAMINATED AIR SPACE AIRSPACE 12� 1/8' ANNEALED OR TEMPERED GLASS © 1/8' TEMPERED GLASS® 13/16" NOM. 13116' NOM. 13/16" LAM[ IG GLASS W/ 5/16" LAMI 13/16" LAMI IG GLASS W/ 7/16" LAMI 1&07/11 R' D NO CHANGES THIS SHEET GLAZING DETAILS !=cs tO7NOKOUL ,FL34LVFJY DRIVE 0(/Ot/it C CHANGED CAPOLASSTYPE TOTEMPEREDFROMHS NDKONIB,FL3�v6 "° 11/1&W B ADD ITEM 92 TO 5116 LAW LO. GLASS s IAMIlG NOTE P.O. BQx 1620 ALUM. SINGLE HUNG WINDOW IMPACT t Nol(OMIB, FL 94T7+ Vwb& &mr ` H o Full 2 d 11 � 4040 ZO PRODUCE REVISED oe complying with the Floddu Building Codo .. . _ Lulu �VNN ` �.t0.•��GENSE *��� LLJ - �. Io 10 LI : _� 51p. P FSSIONP\� A. L44MILLWk. P.E. FL P.E.# 58705 111 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION 8 BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 83" 88" 88" 70" 72"1 74" TABLE 1. 78" A.B,M +60,0 -80.0 +80.0 -80.o +80.0 .80.0 +80.0 -80.0 +80.0 •80.0 +80.0 -80.0 +80.0 -60.0 A,B,M +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 80.0 +79.0 -79.0 E63 A.%M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +76.9 -75.9 " A,B,M +80.0 80.0 +B0.0 80.0 +79.8 -79.8 +T8.2 -78.2 t78.9 -76.9 +76.4 -76.4 +74.0 -74.0 116 C,D,E,F,G,H,I,J,K,L +80.o -80.0 +80.0 -80.0 +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +00.0 -80.0 +80.0 -60.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION ,& BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH OLASB TYPE 38 318" 44" 60 616" 83" 72" 7W. TABLE 2. 78" 48" A B.M +80.0 .80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 6G' A B,M +80.0 -80.0 +80.0 -80.0 +80.0 -60.0 +79.9 -79.9L+7O.0 -70.0 +70.0 -70.0 +70.0 -70.0 62" A B,M +80.0 60.0 +80.0 80.0 +80.0 60.0 +76.9 -78.9 -70.0 +68 a 88.6 +87.8 87.8 63118" A.B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -76.0 -08.0 +66.7 -88.7 +65.5 -65.5 UP TO 63 U9" C,D,E,F,G,HJ,JK,L +80.0 40.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 -70.0 +70.0 -70.0 +70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION® TABLE 3. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W1 SASH 78" FLANGED AND 76" INTEGRAL FIN) WIDTH GLASS TYPE 1 17118" 1 221W18" 1 28 3/16" 1 33 314" 1 39 5116" 4413116" 1 50 31r- 1 6515116" 53116" I D,E,F,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +60.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 70.0 +70.0 -70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 5118" LAM) - (118"A,.090,11WA) F11-4647. 4646, 4723, 4957 B. 5116" LAMI - (118"A .090,1/8'HS) FTL-4647, 4648 C. 6116" LAMI - 1I8 HS,.090,11WHS) FTL-4647, 4648 D. 7N6" LAMI - (3116"A,.090, 3116"A) FTL-4645, 4885 E. 7116' LAMI - (3/16"A,.090, 3116"HS) FTL-4646 F. 7118" LAMI- (3118"HS,.090, 3/16"HS) FTL-4845 0. 13116" LAMI 10 -1/8' T. AIR SPACE, 5116' LAMI - 116"A,.090,11WA FTL-4648, 4723 H. 13116" LAMI IG -118" T, AIR SPACE, WIW LAMI - (118"A,.090,11WHS) FTL-4646 1. 13118" LAMI 10 -11W T, AIR SPACE, 5/16" LAMI - (118"HS,.08Q1/8"HS) FTL-4646 J. 13/16' LAMI IG -118" T AIR SPACE, 7116" LAMI - (3118"A,.090. 3/18"A) FTL-4619, 4850 K. 13116" LAMI IG -1/8" T AIR SPACE, 711V LAMI - (3118"A,.080, 3116"HS) F7L-4649, 4650. 4958 L 13116" LAMI 10 -118' T AIR SPACE, 7/16" LAMI - (3116"H8,.090, 3116"HS) FTL-4649, 4650 M. 13116' LAMI IG - 118"A, AIR SPACE, 6116- LAMI - (118"A,.090, 118'A) FTL-M3 "0" MEETING RAIL HT. t -T "X" SgSH W HT. •O" MINUS SASH HT. HT. MEETING RAIL j 4S/1SH NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518" MINIMUM TO 38" MAXIMUM. Na MM, FL0.09xi z e 1&=%P.� ALUM. SINGLE HUNG WINDOW IMPAC NOkOM18, Fi 3lv4 Vlrlbly Better SH700 NTS 9 n 11 1 4040,20 will, Ill. I.1"ridn 11-101 111111, LYNN No.58705 six 0 •.. FC ..... . SSIONP1\-:\ A. LYffl( 0AILLA, P.E. FL P.E.# 58705 F SEE DLO TABLE L SEE DLO TABLE (�•) - 49 5/8" MAX. FIXED DLO (ALL) 0 j x j 481W MAX VENT DLO (ALL) DETAIL A 1 /1 ao uo —r 4ucu vriuin® 52 1/8" MAX. I.F. WIDTH D + 176. �A I.F. D _.J HEI HT SEEDL ILTAHLi 78" MAX.1 FLANGED 38 !15" HEI HT MAX. SASH SEE D HEI HT TABL O j x j 75" MAX. A I.F. HEI HT 6" MAX. FLANGED HEI T SEE NO 4 DETAIL B VIEW (STANDARD SASH) 9 E 75" MAX. I 76" MAX. I I.F. I.F. SEE DLO I HEI HT E —j HEI HT TABLE O EE DLD ® STABLE O 76" MAX. j 76" MAX. FLANGED FLANGED HEIG HT I HEI HT SEE DLO�TLEESASH SEE DLO TABLEL?� j SASH HEIGHT HEIGHT e DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. CHANGES THIS SHEET 1070 TECHNOLOGY DR NOmms, FL 34275 CHQ NOTES. ADD NOTE 4. P.O. B-1- NOX01016. FL 24274 C i O C x 50 DETAIL C VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 34 12" 34 3/16" B 41 5/8" 41 1 /4" C 411/4" 40718" D 52 518" 52 11/16" E 52 1/4" 52 5/18" SASH DETAIL LOW SILL HIGH SILL A 34 12" 34 3116" B 27 7116" 27 1/8" C 27 7116' 27 1 /8" D 16 3/8" 15 3/4" E 1 16 3/8" 15 3/4" TABLE S. Ilk ELEVATIONS — ALUM. SINGLE HUNG WI V&rbly Bettor e"r..c.`1 ear sm. NTS 1 4 d 11 IMPACT 4040-20 75" MAX. I.F. HEI HT MAX. FLANGED HEI HT —IS E NO E4 '.DDUC7 REVISED wmplyhtg with tha Flotide ii1dhty Cade :ccotonco No \1�t01 M vNN 4f/(4F;�i�. �`1��'w�GENSF '•. 'D * : go.5S705 LUZ S/ONA-,� A. Lyulo HILLL)�, P.E. FL P.E.# 58705 MAX. HEIGHT 21 OUTSIDE MON B-B SILL SHOWN' INSIDE v (LOW SILL) SEE NOTE ABOVE ONLY IFT 12 ONLY NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS. (1) 6- FROM EACH SIDE OF SASH. INSIDE —MAX. VENT DAYLIGHT OPENING I I 1 1 NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT f M! Fes ---MAX. FIXED LITE DAYLIGHT OPENING OUTSIDE MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS,& INSIDE 47 2.r46 HIGH S� 12, 0 LOW SILL HIGH SILL 48 LOW SILL HEAD 68 ®I.F. FRAME 2.710" -r--A- II 53 OUTSIDE � I a ULTRALIFT 12 ONLY ALTERNATE HIGH SILL "-"� l�o i REVISED a,rRh the Florida J ,I V INN 67 010 �Y '•'FR �� � ��'2`.•'��GENSE SECTION C-C is No. 55705 ._ RADIUS TOP _� = �k - (HEAD DETAIL - FLANGED VERSION) =. , Qral Io 61 ; ' A '• O.f� STATE O •.• • FLOR�QP'•��� %' LASS • •� ( `\`� F.K I 11/13W 1 B IADDLASECIMNSACONSOVDATEaALCOAIPONENT3 P.0.119xi 2Y ����� ^�-vIVI. �nvvu nUNG WINDOW, IMPACT/1�� IONA ��� oa FA o awn —Z NOKOANS.FL34V4 Vmih&Baw �1i°1°` '°" a.c De1p"� n.: A. LYNhI'MILLEI3,1P.E. FAG 6�1AIb J.J. 1/Z3107 SlOw HHIf 5 r 11 4040-20 D FL P.E.# 58705 1.12 6/8" 46 I:K1L^Sii 47 1 4071A IFRAME, I.F. HEAD 64071 46 4072A IFRRM. I.F. LOW SILL 64072 49 4073A 1FRAME. I.F. HIGH SILL 64073 60 40748 FRAME, I.F. OM 64074 Eli THIS SHEET P.0. 69XFL' NOKOAYM9. bt274 ITEM DWQ# DESCRIPTION _ PGT# 60 1635 SCREEN SPLINE-.135 bIA HARD 61636K 61 SCREEN CLOTH 61816 63 605 GLAZING CHANNEL (.668 X.500) 6533402 64 1101 #6 X 1.000 PH. BUGLE TEK 705X1 67 GLAZING TAPE,1116 X 1 - 7H8 LAM 62 VI510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 I 4050A IFLAINIGE FRAME SILL (HIGH SILL) 64050 70 ISILICONE, DOW 699, 095 OR EQUIV. 80 A GLASS, 5116" LAM, (1/8°A.090 PW,118" 81 B. GLASS, 5/18" LAM, 118 A.090 PV8,118"HS) 82 C. GLASS, 5/16" LAM, 1/8"HS,.090 PV8,1/8"HS 83 D. GLASS, 7116- LAM, (1 /8 A.090 PVB,1/8 ) 64 E. GLASS, 7116° LAN, (1/8 A.090 PVB,1/8°HS) 85 F. GLASS, 7116" LAM, (118"HS,.090 PVB,1/8"HS) 86 G. GLASS,13N6" LAM IG;118'T, AIR SPACE, 6116" LAM, (118 A•090 PV8,118"A) 87 H. GLASS,1311 W LAM 10;1187, AIR SPACE, 6116" LAM, (118 A.090 PIIB,118"HS) 88 1. GLASS, 13116" LAM 1G;118"T,AIR SPACE, 5118" LAM, 1/8"HS,.090 PVB,118"HS) 89 J. GLASS, 13118'LAM I0;1/8"T, AIR SPACE, 7N6• LAM, (3H8"q.090 PV8,3118°A) G0 K. GLASS,13116" LAM 0 1/87, AIR SPACE, 7/16" LAM, (3116"A.090 PVB,3116"HS) 1 L. GLASS,13/18" LAM 10;118•T, AIR SPACE. 7118" LAM, (3/16"HS,.090 PVB,311WHS) 2 ,1311 0;118' 116" LAM. (18 .0 ,1/8 2.784 1 47 FRAME, I.F. HEAD ® #4071A,eo63-Te ® 48 FRAME, I.F. LOW SILL #4072A,6063-TB 2.37 -T 2.1 1 I —T .062 NOM THICKNE66 FRAME, I.F. JAMB FRAME, I.F. HIGH SILL ®50 #4074B, 6063-T6 ®49 #4073q 6063-T6 (USED AS RADIUS TOP HEAD) Beoff SH7oo I NTS I B a 11 I �p4040-20 I D PRODUCT REVISED as complyiug wilt Uw Florida euna as cone i 1- L n MI([FR // G.NSE ., oAV, '2 ,ESSI 0 FL A LYI(iIJ MI1I111i, P.E. FL P.E.# 68705 I 2.784—�{ I 1.363 .062 O FLANGE FRAME HEAD #4002A,6063-T6 062 2.830 2.330 2.784 1 749 OFLANGE FRAME SILL (LOW) #4003C,6063-T6 121.710 1 �-1.513+1 738 D82 .082 .T .040 OFLANGE FRAME JAMB O #4402 6063-T5 17 AH STOP'OVER FLANGE #4004.6063-T5 (USED AS RADIUS TOP HEAD) -4n, 11.342 ff .062155 21 FIXED MEETING RAIL #4054A,6063HD-T66 {� {�---2.326—� I 2.279----1 Tr I T I F LL��RR��JJ 1.707 .082.979 .062 I—, A /-I.F. FRAME t- SEALANT ALONG ENTIRE JOINT I I II I.F. FRAME Q I� II SEALANT OR GASKET II I III t V AT HEAD AND SILL I VIEW D-D VIEW E-E VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION --� O 1.185 .6T8 A62 1.31a9 GLAZING BEAD, 5/16" .__L 41 #4039B, 6083-T5 23 SASH TOP RAIL 28 SASH BOTTOM RAIL (LOW) #4006C,6063HS-T6 #4007,6063-T5 L �2.784--y 69 FLANGE FRAME SILL (HIGH) #4050A,6063-T6 CHANGES 68 SASH BOTTOM RAIL (HIGH) #4051A,6063•T5 NOKOMIS. FL 34275 P .0K.O00 1529 31 SASH SIDE RAIL #4008, 6063•T5 050 +I .678 1.096 445-F. --_,T 44 GLAZING BEAD 7/16" #4222,6083-T5 8 .050-+ .678 1.115 i -f 45 GLAZING BEAD, 7/16" #985C,6063-T5 (USED W/ GRILL KIT) i .050- 678 1.096 1 T 42 GLAZING BEAD, 5/16" #4044B,6063-T5 (USED W/ GRILL KIT) s1 050 —Imo---. 1 1.097 46 GLAZING BEAD, 13/1 #4067, 6063-T6 $ FRAME jk'.m— ALUM. SINGLE HUNG WINDOW, IMPAC Vtribly Barter �`"° " stgonao Half 7 + fi 4040-20 BOSS (2) PRODUCT RF-VIS9D a, complying with Ilm Florida Buildi,v Codo _ t ll�lllf �`�ti`i��•'JcENSF '• R �: �c No.58705 (� *` w %-0 STATEoF A. LYNR/MILWP P.E. FL P.E.# 58705 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE: 28.603 34.603 1 40.603 46.603 52.60 1 68.603 64.603 1 76.000 ANCHOR TYPE: p cnONZ U U zcnONZ p U U ZcoO'4Z.-ZMONZ p L) U p U U ZroONZ p U c) ZcaONZ p U c) ZtnONZ p [� U ZmONZ p U Z WINDOW GLASS N U�c) 0 cmWIDTH U�UN U UN U�OOty� U'-Oci UPON U`U� U�U TYPE C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19.125 H,I,J,K,L 121 111 1 21 11 2221 22222222222 2222222ii22i22222222322 33 ABM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 2 1 1 1 2 2 2 1 2 2 2 2--Ti, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2!2 212 2 4 2 2 2 3 2 2 3 3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 HIJ,K.L 1 2 1 1 - 1 2 --- 1 2 - 1 2 -- 1 2 2 2 - 1 2 2 2 2 2 2 2 -- 2 2 ... 2 2 2 2 --.--. 2 2 2 3 --------- 2 2 2 2 2 3 2 2 - 2 3 -- 3 3 --- 2 2 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AB,M 1 2 1 1 11 2 1 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 32.000 H'IJ'K'L 1 2 1 2 2 2 2 3 1 2 2 2 _1 2 3 1 2 2 3 _1 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 ABM 1 1 1 1 1 1 1 1 • 1 1 1 1 1 1 1 1 1 2 1 2 2 2 2 3 1 2 2 2 _1 2 3 1 2 2 3 2 3 _1 2 2 2 3 2 3 _1 2 2 2 3 313 2 2 3 3 _1 3 4 312 3 3 3 4 _1 3 3 4 4 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.000 H.LJ,K,L 2 2 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4Ti AB,M 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 33 3 4 3 3 3 4 3 5 3 3 4 4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 221222232223232223232323242333342334353334453344 AB,M 2 2 2 2 2 2 2 2 -if- 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 3 2 2 2 3 2 3 2 3 2 3 2 3 2 3 2 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 3 4 4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H.I. 2 2 --- 2 2 -- 2 2 2 3 - 2 2 2 3 2 3 2 2 3 3 2 4 2 3 3 3 - 3 4 - 2 3 - 3 3 - ---- 3 4 -- 2 3 --- 3 4 3 5 - --- 3 3 3 4 ---- 4 5 3 4 -- 4 5 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 3 3 2 4 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 4 4 5 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 Z 2 2 2 3 2 2 2 2 48.000 H,I,J,K,L 222222232223342333342334 _2 _2 _2 34 2334 _2_ _2 3 533343 53345483455 _3 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3 3 3 4 2 3 3 4 3 4 2 3 3 4 3 5 3 3 3 4 3 5 3 3 4 5 4 6 3 4 5 5 PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2_ 2_ . 3 2 2 3 2 3 3 2 3 53.125 H,1,J,K,L 2222222 32223342334342334 343334353344483445463456 1 2 2 2 2 2 2 2 2 2 2, 2 2 3 2 2 3 2 2 3 2 2 3 2 3 ABM 2121- 2 2 2 2 2 3 2 2 2 3 3 4 - - 2 3 - - 3 4 - .., 3 4 .. _ 2 3 _ 3 4 ... _ 3�4 .. 3 3 - 3 4 3 5 - 3 3 .._ 4�4 ..-- 4 5 3 3 4 5 - 4 6 3 4 - 4 5 alb' R,MVIL' fON7/11 D NO CFIANGES TH/S SHEET o6lif C livoaimaomissHwr ANCHORAGE SPA N9I(OtdlB, FL 94276 rlr P.O. B(?X 162B ALUM. SINGLE HUNG WI N=Lfl , FL 34274 Vu/b(y Bauer NTS e tre.se st wire lttnog d 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1W ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE-FLEX ® 3-#12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD-10112" MAX. FROM TOP CORNERS JAMBS -17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS; SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LIMITED) 118 PRODUC7'REVISED complying whh the Florida EaddlugCode ccep1mcc No: ' do 1)at HEAD 2 JAMB ABOVE 2 3 MTG. RAIL JAMB BELOW Micad Vada Product Conho MTG. RAIL (FULL DP) t 1 l I t lilt_ HEAD _ 2 �0", JAMB ABOVE 2 3 ` ` "qo MTG. RAIL JAMB BELOW _ * : 11o.581 MTG. RAIL = * ' wUT = � VINDOWS StPTfl '; pp�� '��,5'SIONP���` A. LYifl MILILLki''P.E. IW, IMPACT +vim 4040-20 D FL P.E.# 58706 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE: 29.655 37A55 44.655 52.155 59.655 67.155 74.655 76.000 ANCHOR TYPE. ❑ cn0 cif O Z c�0'-Ocgi U 0 ZcoO 0 ❑ 0 Z NO'-0 O 0 ZcnO U ❑ i 0 Z c�0'-Oc�i O U zm0 0 o 0 Z NO 0 o zq0 —OciONO�ON U o U Z 0 U Zc)0 U ❑ 0 Z NO'-Oci U 0 Zco0 0 ❑ o Z NO' U 0 ZcnO -Oc�i 0 ❑ C) Z NO�O 0 0 Z 0 WINDOW WIDTH GLASS TYPE 19.125 C,O,E,F,G, H,I,J,K,L 1 11 1 1 1112221 1 1 1 1 222221 1 1 1 2222222221222222222223222323232 1 1 1 1 1 1 1 1 1E22 2 2 2 2 2r1 2 2 2 2 2 2 2 2 2j2 2 2 2 2 22223 2 2 2 3 2 3 2 3 2 PSF 79 24.000 C,D,E,F,G, HI,J,K,L 1 1 1 1 1 1 1 1 2 2 1 1 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2-' 1 2 1 3 2 1 if-- 1 312 1 3 2 1 2 2 1 3 2 1 3 2 1 2 2 1 3 2 1 1 A,B,M 1 1 1 1 1 1 1 1 1 _1 2 211111212 1 _1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 _1 2� 1 2 2 1 3 2 1_ 3 2 1 2 2 1 3 2 1 3 2 1 2 2 3 2 3 2 2 2 3 2 PSF 68 77 C,D,E.F,G, 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 1 32.000 H,I,J,K,L 11 1 111 2222222 322223322333 _2_ 3323 3 3322334332434332 _1 33 ABM 7 1 1 1 1 _1 _1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 _1 2 2 3 3 2 2 3 3 3 3 3 2 _1 3 3 3 3 2 2 3 3 _1 4 3 3 2 4 3 4 3 _1_ 3 2 _1 4 3 PSF 59 67 79 C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 2 1 2 2 1 2 2 2 37.000 H,IAK,L 11 1 19 1 222222232223332233333233433243443243 _1 A.B,M 1 1 1 2 _1 1 2 1 2 2 fl'i I'= 2 1 2 2 1 2 2 1 2 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 3 _2 3 3 _1 2 2 3 3 4 3 _2 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4 3 PSF 54 79 62 79 40.000 C,D,E,F,G, H.W.K,L 2 111 2 111 2 2 22 2 2222 2 2 332233332233 2 2 2 2 2 2 33 2 3343 2 2L33 3 2 33443343443353 2 2 2 2 2 2 A,B M 2 2 1 1 2 1 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2_ 3 3 2 2 2 2 33 2 4 3 2 3 3 2 4 3 _2 3 3 2 4 3 2 4 4 2 3 3 2 4 3 2 4 4 2 3 3 2 5 3 PSF 49 79 156 79 79 44.000 C,D,E•F,G, H,I,J,K,L 2 Ill 2 1 111 1 2 2 2242223322 2 2 2 2 2_ 3334233344 2 2_ 2 2 2 334344 2 2 2 3343443343443354 _2 _2 2 2 2 2 2 ABM 2 1 1 212 1 1 1 1 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 2 3 4 2 2T3 2 3j3 _2_ 4 4 2 3 3 2 4 3 2 4 4 2_ 3 3 2 4 3 2 4__ 2 3 3 2 4 3 2 4 4 2 3 3 2 5 4 PSF 45 74 51 74 79 79 48.000 C,D,E,F,G, H,I,J,K,L 2 111 2 111 2 2 22 2 2222332233343333443344443344444354444354 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 A,B,M 2 1 1 2 1 1 2 1 1 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 2 3 4 2 3 3 _2 3 3 _3 4 4 2 3 3 2 4 4 2_ 4 4 2 3 3 _2 4 4 3 4 4 2 4 3 2 5 4 3 4 4 2 4 3 2 5 4 PSF 41 67 46 67 76 79 53.125 C,D,E,F,G, H,I,J,K,L 2 111 2 l 2 11 2 22 2 222233333344334444 2 3 2 2 3 2 3 3 2 334444 3 _3 2 33 _3 44 3 554354 2 3 3 554 _2_ 354 3 A,B,M 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 3 4 4 3 4 4 2 3 3 2 4 4 3 5 4 2 4 3 3 5 4 3 5 4 2 4 3 3 5 4 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3 3 3 3 4 4 8T3 4 4 4�4 77 1 167/11 1 D INOCHANGES ISRESTRICTEDBYS/ZE I N0KOMI8,FL84276 ISRESTRICTEDBYSIZE. PA.BgK762B NOKOMIS. FL 14274 ANCHORAGE ALUM. SINGLE HUNG Visibly B61l81 I SN7oo I NTS I 9 > 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: i -114" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX ® 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD-18112" MAX. FROM TOP CORNERS JAMBS-171/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL ®SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ® RE 1' LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR TH RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE ZL TABLE KEY: MAX. PSF ���� wrujApn8�141ho Rudd$ JAMB ABOVE 3 3 uildingCodu MTG. RAIL tanco No I l -101 pira nla JAMB BELOW - MTG. RAIL Y®1 ado Praduu COMM HEAD 2 `��`y VVNN MI(ZF'111 JAMB ABOVE 2 2 �O� • \DENSE Q �� MTG. RAIL k JAMB BELOW ' 140.6gjp5 * : C�^ MTG. RAIL Q .. SF�oa�o? •'���; '��FSSIptyP�, DARD VIEW%�pc IV, IMPACT A. LY W MILV8k, P.E. ab �: 4040-20 D FL P.E.# 58705 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD & JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE B. 17.125 22.668 28.211 33.754 39.296 44.839 50.382 55.925 ASTRATE: CHOR TYPE: U U z o c? O c'!o U z 0 U z 0of ch 0 U z O U z 0of o m 0 U z O zON O U z O C.) , z ON , tQ 0 C.) Nz O U z ON ? 0 U z O U U z ON U Q 0 C.) z O U U zWINDOW O U WIDTH SONz TYPE 19.125 D,E,F,J, K,L 1 1 1 1 1 2 1 2 .. 2 -_.1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24.000 K L D,E,F,J, 1 I....I 1 .. 1 1 1 -2 1 -2 1 2_...2..__2.. 1 1 1 .2 1 ...2._...2.._.3 1 1 1 3.....2._...3......3 1 1 1 1 .2..3- 1 1 3....3....3 1 1 1 - ......._ 3 1 --. 3 1 _.__ ... 4 32.000 D,E,F,J, K,L 1 --'- 1 1 ----_ 1 1 ..r.._.-._ 1 1 2 1 .__...- 2 1 ---' 2 2 --- 3 1 -.- . 2 1 3 2 3 1 3 1 3 1 .. 3 1 2 1 3 1 4 1 3 1 4 1 _..._... 4 1 ---.......... 3 1 - 4 1 - - - 5 1 ---.. 3 1 5 PSF 1 79 37.000 D,E,F,J, K,L 1 1 1 1 1 1 2 2 1 2 2 2 3 1 2 2 3 2 3 1 3 2 4 2 3 1 3 2 3 2 ._..._.. 4 1 3 2 .- 4 2 -- 4 1 - 4 2 - 5 2 --- 5 1 - 1 4 2 - 15 2 PSF 79 79 79 79 40.D00 D,E.F•J, K.L 2 `j 2 `� 2 1 2 2 2 Z 2 2 2 3--3- 2 2 3 2 ._.4 2 __3_....4 2 2 2 2 2 2 2 -5 2 -4-4- 2 2 5 2 -5 2 ..4.. 2 6 PSF 79 76 79 77 79 79 79 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K.L 1 1 1 2 2 2 3 3 3 4- 4 4 4 3 5 4 3 5 -2 5 _2 4 5 5 4 6 PSF 76 79 70 79 79 71 79 73 76 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 K,L 1 1 1 2 2 2 3 3 3 4 �4 4 5 4 b 5- 4 6 5 4 6 6 5 6 PSF 71 78 63 71 79 64 74 66 77 69 69 63.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 6 5 6 6 5 7 6 5 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE. ANCHOR TYPE. 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 o " o N O Pi N 8" 0 a O g tV � 0 z N O" 0 z O 0 ro o N p ' N 0 0 z O tq 8 N C� 0 z N U o z M QQ N (2 n z N Q~ o Z U 0 Q N {2 0 $Q N V' rt' Ci 0 Qo `Q 0 Q Ci N 0 N WINDOW WIDTH 19.125 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 2 1 2 2 2 2 2 2 22 2 2 2 2 2 3 2 2 3 2 2 32.000 2 ��j 2 2 2 3 2 2 3 1 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 78 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 1 3 1 3 4 1 3 4 74 40.000 2 1 2 1 2 2 2 2 3 2 3 3 F 2 3 3 3 1 3 4 3 3 4 3 4 4 3 4 68 78 44.000 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 63 72 78 48.000 2 2 2 2 2 2 3 2 3 4 .3 3 4 3 4 4 3 4 5 3 4 5 3 4 73 58 66 72 53.125 2 2 2 2 2 2 3 3 1 3 1 4 1 3 1 4 I 4 I 3 14 5 3 4 5 3 5 5 3 5 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING ® DIMENSIONS: HEAD-181/2" MAX. FROM CORNERS JAMBS-171/2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 5/8' MIN. TO 3W MAX. ATABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITAUCIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: CHANCES THIS SHEET NOKOUS, FL 34275 rRAGE rABLEAND NOTES. ALUM. SINGLE HUNG WI DP MAX WHERE ANCHOR CITY IS RESTRICTEDBYSIZE P.O.69xi o NOWML9, FL M74 V&ib& &ae► i0� two tr,.c 29y7 SH700 NTS 10 a 11 MAX PSF (DP LIMITED) 112 • HEADI 2 JAMB ABOVEI 2 MTG. RAIL FULL DP HEAD 2 JAMB ABOVE 4 MTG. RAIL ljtol)UF x �"ST1,loddu ® TABLE 8. KEY: MAX PSF (DP LIMITED) 112 JAMB BELOW1 2 MTG. RAIL FULL DP) e JAMB BELOW 2 MTG. RAIL 4040-20 ��ulrlrr LYNN .J CA u ' STA7 OF A LYNO1�11LL�4, P.E. FL P.E.# 58705 EXTERIOR INTERIOR ® NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY ALL HEAD AND SILL DETAIL) APPROVED 1/4' ELCO TAPCONS OR 1/4' SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ® CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1 314". 3.35 KSI MIN. CONCRETE (SEE NOTE 1 & 3)&, 2x WOOD BUCK WOOD ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR ®(SEE NOTE 4) (SEE NOTE 2 & 3)® 1/4' SS4 CRETE-FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE 1 3/8' MIN., 1/4' TAPCON ® _ TOTAL THICKNESS IS LESS THAN 1 1/2". tx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE •13/4' MIN.,1l4" CRETE-FLEX INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" OPTIONAL I ,'' — 1 3/8' WOOD BUCK •`cc- MIN. ® THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE 4) —� 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 1/4" 1/4, 6063-T5 AND A MINIMUM OF 1/8' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX. OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAYBE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN 1 1/4" 1 3/8" ® MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. MIN. MIN. 114" MAX. SHIM l+— •., 1/4" MAX. SHIM 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT Q WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). ( FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) 3.35 KSI MIN. CONCRETE •r„ ; OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)® WOOD ANCHOR, FH BELOW MEETING® RAIL. (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 4 INTERIOR (ALL JAMB DETAILS) EXTERIOR 15 va MAX. -+ SHIM 1/4" O WOOD FRAME MAX. _SHIM WOOD FRAME PRODUCTREVISED u wmplyiaB with tho Florida 131' DIA MIN. JEW Buildln&Codc ncwPtanw No x 21/2' NAIL, .131" DIA. MIN. AT CORNERS x 2 1/2" NAIL, AND 5' O.C. MiamiD do ProductContro AT CORNERS WOOD FRAME AND 5" O.C. _ 1/4" 131" DIA. MIN. I11 111 ��� UYNN Af, � �� O y•.........,Fp 112" NAIL, O MomT x 2 ' AT CORNERS SHIM AND 5" O.C. DETAIL F, (HEAD) DETAIL E, (JAMB) DETAIL G, (SILL) TYPICAL INTEGRAL FIN ANCHORAGE ® u/, J.J. la'07/11 n..D NO CHANGES THIS SHEET TECHNOLOGY OtiNEr NOMA%FL W76 °i"t"` ANCHORAGE DETAILS %��1•' S�E FI •2�� '-Cam'••,, FLORIOP••�C Xzw-to7o J.R C NO CHANGES THIS SHEET Ma'�*� AL(1M. SINGLE HUNG ADDINTEORALFINANCHORAGE UPDATEAREORDERNO"ES. F.K. f1111 3/OB B ADD NOTES7.UPLL4TECONCREi'EEMBEDMENTDIM. P.ONOX152G Nol(06118FL 3r27s WINDOW, IMPACT'� sH7oo NTS 11 -It 4040 20 D FL P.E.# 58705 Visibly BattsF.KOS J.J. am Zf23�07 MIAMI•DADE MIAMI-DADE COUNTY LWAULM PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS-(PERA) Miami, Florida33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eovluera/ PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Doors w / wo Reinforcements APPROVAL DOCUMENT: Drawing No.PGT0002 Rev C, "titled "Series 770 Alum SGD-LMI", sheets I through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See table 1, 2 & 3, sheets 7, 8 & 9 of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements, glass types, sill riser and anchors requirements. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 3. All laminated glazing options are with interior HS glass, see glazing options, sheet 1, 5 & 6. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09-0826.10 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. MIAMI•DADE COUNW NOA No 11-1018.14 Expiration Date: February 17, 2015 Approval Date: December 01, 2011 Page I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09-0826.10). 2. Drawing No.PGT0002 Rev C, titled "Series 770 Alum SGD-LMI", sheets 1 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E. B. TESTS (transferred from file # 09-0826.10) Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980, FTL-5993, FTL-6036, FTL-60019 FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL- 6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales, P.E. C. CALCULATIONS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61G15-27-001, signed & sealed by Lynn Miller, P.E. 3. Anchor verification and comparative analysis dated 08-19-09,12/03/09, 01/06/10 and last revised on 01/08/10, prepared by PTC, LLC, Robert J. Amoruso, P.E. (transferred from file # 09-0826.10) 4. Glazing complies with ASTME-1300-02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07-1116.04 issued to E.I. DuPont De Nemours & CO., Inc. for "DuPont SentryGlas ® Plus", expiring on 01/14/2012. 2. Notice of Acceptance No. 11-0624.01 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB", expiring on 12/11/16. F. STATEMENTS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. 1. Statement letter of conformance to FBC 2007 and no financial interest, dated 08-19- 09, signed by Robert J. Amoruso, P.E. (transferred from file # 09-0826.10) 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 09-0826.10, expiring February 17, 2015. 2. Test proposals No(s) 09-0177, 0177-A, B & C ap roved by -VICC k� " g Ishaq I. Chanda, P.E. Product Control Examiner NOA No 11-1018.14 Expiration Date: February 17, 2015 Approval Date: December 01, 2011 E-1 770 LMI SLIDING GLASS DOOR ULAZINU I YPt UPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) UCJIhIV 1'KtSJUKt L;HAK I GLASS STRENGTHS - T = TEMPERED HS = HEAT STRENGTHED SEE TABLES 1, 2 & 3 ON INTERLAYER TYPES - SGP - .090 DUPONT SENTRY GLAS PLUS DBPVB = .090 DUPONT BUTACITE PVB G3 - 7/16" LAMINATED: (2) LITES OF 3118' HS GLASS WITH AN .090 DBPVB INTERLAYER. SHEETS 7,8 & 9 G4 - 7116' LAMINATED: (2) LITES OF W16' HS GLASS WITH AN .090 SGP INTERLAYER. G3A - 9116' LAMINATED: (2) LITES OF 1/4" HS-GLASS WITH AN .090 DBPVB INTERLAYER. G4A - 9/16" LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .090 SGP INTERLAYER. G5 - 1' L MINATED I.G. 3/16' T EXT. CAP + 3/8" AIR SPACE + 7/16' LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. G6 -1' LAMINATED I.GI.G. 3/16' T EXT. CAP +3/8' AIR SPACE + 7/16' LAMINATED: (2) LITES OF 3N6' HS GLASS WITH AN ,090 SGP INTERLAYER. G5A -1' LAMINATED I.G. 1/4' T EXT. CAP + 5/16" AIR SPACE + 718' LAMINATED: (2) LITES OF 3/16' HS GLASS WITH AN .090 DBPVB INTERLAYER. G6A -1' LAMINATED I.G. 1/4" T EXT. CAP + fill 6" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SGP INTERLAYER. 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 NOA DRAWING MAP SHEET GENERAL NOTES.............1 QUALIFIED CONFIG.......... 2-4 GLAZING DETAILS ............ 5-6 ANCHORAGE .....................7-15 DESIGN PRESSURES 7-9 ELEVATIONS .....................15-16 CONFIGURATIONS ........... 17 VERT. SECTIONS..............18 HORIZ. SECTIONS ............ 19-20 PARTS LIST ....................... 21 EXTRUSIONS .................... 22-23 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 15. 4. SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6.REFERENCES: TEST REPORTS FTL-5980, FTL-5993, FTL-6001, FTL46014, FTL-6015, FTL-6017, FTL-6022, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 AND FTL-6038, DATED 81//09. ELCO TEXTRON NOA: 07-0426.01, 03-0225.05, ANSUAF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. 9, CONFIGURATIONS] SEE DP TABLES (SHEETS 7-9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2-4} A D.L.O. WIDTH = PANEL WIDTH - 7' B. D.L.O. HEIGHT = PANEL HEIGHT - 8.25" NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS 13-15• 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DARE COUNTY APPROVED ELCO 1/4" OR 5/16' ULTRACON (FORMERLY TAPCON )CONCRETE SCREWS OR 1/4' ELCO SS4 CRETE-FLEX SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5). 1/4' ELCO S,94 CRETE-FLEX MAYBE USED INSTEAD OF #12 SCREWS (PAN HEAD). 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6083-175 AND A MINIMUM OF 1/8" THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 13, SHTS. 7-9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX 1/4- SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 3011 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Concrete uaw Mcharapa Minimum Embadment and btln mum Wile stance Requirements Head and Sill Jamha Conarota Ua4rold d CMU Grouted CMU Die. Min. Emb. Min. Ed Min. Ern0. direMUEI", EdElco)fP- EM1G" 318 2 1/2 1 111 2 1 314 1 112 1 114 1 nEimCmteflaxSS4 1W 1 3112 1/2 1 111 2 ,ld P440ok(Anch"Tendon) RHook Mounting Adapter (Anchor Shear) Concrete Grouted CMU Conlrats Oroulatl CMU Type Dla, Min. F4a0. Ml#"11.10�:::�:IEdFten. Emb. Mln. F-0 Min.Eh. Nln.1//" 1 3I4 2 1 311 2 112 1 314 1 1/4 Ow QeteFlex SS4 tN- t 3I{ 2 1 311 1 2 112 1 Not Recommendad FBC 2010 CODE CHANGE NOKOMIS, FL 34275 P.a B(LY 14529 NOKOMIS, FL 34274 Concrete Strength Requirements Type Dia. fd Elco Ulbacon 114" 2700 pl 3W pill �co Crate -Flex S84 114" 0 DeflnlUona: Emb. = Embedment Ed - Edge Distance Min. = Minimum CONCRETE SCREWS STREN&HS: Fy MIN. =135 KSl Fu MIN. r:177 KS! GENERAL Masonry et»ngix Requirements Unproumad CMU ASTM Cao -_ C-00 with pmul conlormiry Grouted CMU to SWtI0ne 210e.2.2.1.2 sM R809 of the FBC. Wood Screws (Head, S111 &Jambs) In. Type In. Emb Nln. Ed C12 Wood Screw 1 3/8' 1" Elco Crete -Flex SS4 I1 31B" 1" UNLESS QTHERW/SE NOTED SERIES 770 ALPUW, UM SGD - LMI .a.sest ade omaew, WD770 NTS ~1 d 23 PGT0002 rMaDucr RLV W" aeeaegM% wklk Ibc Rnlr mamas C ds l—Iol •I ti OsAi Y.. t'�\\11i1111/,, ,.ON. �yNN ..p,�' ' AR z. 140.68705 C e It 1t �� O I L(/— ' P STA7ECF Z` X LYtY1I MIL II.ER. P.E. REA 68705 APPROVED CONFIGURATIONS: SEE D.P. TABLE, SEE D.P. TABLE, SEE D.P. TABLE, SHTS.7-9 -1 SHTS.7-9 �- SHTS.7-9 g SEE c• .c,SEE ..,. /r.1 NA �- © ©� ��, cxe W SEE DIP TABLE Ila TABLE TABOT 7-9 iE1 �6i • Ti �1! • .79 S TA SF Xp XO, OX, XX, SF_F RP_ TARI F XXp SHTS. 7-9 7 _1 I}EE IMP BILE ITS. -9 _s f-----i OXO, OXX, XXO, OXXp, XXXp R M"llcr aLva ip r ,•Flq.Yi 1w to . �,•• II-ID1 1L}• I I I 2�2 sI g' E> X I OXXO, XXXO, OXXX, XXXX, XXXXp CORNER, TYP. POCKET, TYP. POCKET DOORS: ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL "S" OR "T" INSTALLATION. EXAMPLE: XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL O SIGNIFIES INOPERABLE PANEL. i lwron "C_` N0CHAHGETHISSHEET 1o7orECNNOLocroa,ve QUALIFIED CONFIGURATIONS j[ 'C o1/DSnO B PER MIAMI DADE COMMENTS NOKO.NLQ FL 3W5 'C 11n8roe A PER MMMI DADS COMMENTS Aa Box 152D SERIES 770 ALUM. SGD - LMI rt o.s ltic NOKOWS. FL 9I771 a'�'-'-� �` •"-m'�''� o&u5lw BCD770 I NTS 2 - 23 PGT0002 , 111111 No.58705 STATE OF i �s •'•�<ORIDP•.•'�C��� G / ��IVA.1LEN�` A. LYNN U6YkP.E. P.E./ 58705 APPROVED CONFIGURATIONS: SEE D.P. TABLE, SHTS. 7-8 i8:17ONE +c•�+� it+i1► - � it iL+iL► OXxUUCO, XXXXXXO, OXXXxUC, XxWUUC, xUUUUUCp SEE 900 CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 S TA SF i SFF n P TAR[ P SHTS. 7-9 EE BLE NO CHANGE THIS SHEET NOKOMIS. FL 34275 P.Q BQ.Y 7628 NOKOWB R 34274 SERIES 770.ALUM. SGD - ,+.r�mrt mrs a+.e .... tors 4 23 fl -,r----- i PGT0002 - «qRyiq alb tM+YbY M.\l-t�i I� rEVE,,.. �.w 2 11-1 1 1 S lrrd'bMe'1 ��� �,lurrrr7 NO.58705 STATE OF .,ASS, OI'NNL A. LYNN MILlEFt. P.E. PEA 68705 EXTERIOR 202 3116° HS GLASS EXTERIORS 3H6• HS GLASS .090 DBPVB .090 SGP 74 3/16' HS GLASS 3/16" HS GLASSFG�LASS 7/16' NOM. 7116" NOM. 82 314' NOM. t8OP M. GLASS 80 BITE 54 54 7/16" LAMINATED GLASS TYPES G3 7/16" LAMINATED GLASS TYPES G4 EXTERIOR 81/4' HS GLASS EXTERIOR 2055 1/4' HS GLASS .090 DBPVB 090 SGP 1/4' HS GLASS 74 1/4" HS GLASS 74 9/16" NOM. 8/16" NOM. 82 M. 3/4' NOM. S GLASS W 81 BITE 54 9/16" LAMINATED GLASS TYPES G3A 9/16" LAMINATED GLASS TYPES G4A NO CHANGE THIS SHEET GLAZING DETAILS f070 TECHNOLOGYDRIVE NOKOM/S• FL J1275 1.r PER MTAMI DADE COMMENTS P.O.OQX 1529 SERIES 770 ALUMINUM SGD - LMI aer: NOKOMk% FL 34274 - �"+9� s m NTS 5 d 23 PGT0002 rf QQvVrFAVISW r."*pyrl.s.rr a. tb.fft 1-Ie18.1OWWGA- `{ IIII111 W-YNN M!// is No. 58705 * / --a" W / 0 11 F STA E .......... . FL ......•'�C'l\ � "7;SS/ONP -� A. LYNN MIL�I.ee<,1P.E ` P.E.0 56705 EXTERIOR 03116"HS GLASS 212 3/18" HS GLASS .090 DBPVB EXTERIOR .090 SGP 3/16' HS GLASS 3/16" HIS GLASS 3/8' AIR SPACE 74 3/8" AIR SPACE 74 3/16" T GLASS 3/16" T GLASS 1" NOM. 1" NOM. 83 83 3/4' NOM. 3/4' NOM. GLASS GLASS 79 BITE 79 BITE TRUSEAL DURASEAL SPACER) X I I TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G5 S 1" LAMINATED I.G. TYPES G6 55 ruooucv Rcvumo 4 EXTERIOR83116"HS GLASS 213 3/16' HS GLASS .090 DBPVB EXTERIOR .090 SGP 3/18' HS GLASS 3/16' HS GLASS 5/16' AIR SPACE 74 5/18' AIR SPACEV31 1/4' T GLASS --�j 1/4"T GLASS1'NOM. --I 1'NOM.83 833/4" NOM. 79 BITES 79 51 BITE TRUSEAL DURASEAL SPACER --/ TRUSEAL DURASEAL SPACER --/ 11 III 1"LAMINATED I.G. TYPES G5A 55 1" LAMINATED I.G. TYPES G6A 55 10/11/111 C I NO CHANGE THIS SHEET NOKOMIS, R 34275 P.O. BQX 1618 NOKOWS, FL34274 5tKItS !7U ALUMINUM SGD - LMI ,waxes cwr awe oaraar SG0770 NTS 6 d 23 PGT0002 �uurr4 !LYNN �ZO orENSF' _ * : No.58705 57AiEOF N�1P ` A LYNN M1IICLER P.E P.E.N 68705 DESIGN PRESSURE AND ANCHORAGE - UN -REINFORCED - STANDARD STILE- STANDARD ASTRAGAL TABLE 1. > HEAD & SILL (H&S) NFER .00K, STRAIGHT & CORNER ASTRAG4L CLUSTER FLUS INIERMIEIYATE ANCHOR QTY. PER PANEL H & S, > JAMB ANCHOR QTY. >FLHOOK ANCHOR OTY. Anchor Types: G3 - 7/16" LAUMTED GLASS - (3/16" HS. I PVB / 3116- HS.) 1) '1/4" ELCO LATRACON (FORMERLY TAPCON G3A - 9116- LAMN4TED GLASS - (1/4- H.S. I PJB 11/4- H.S.) 2) -1/4" SS4 CRE71= FLEX G5 - 7/16- LAMNATED LGU. - (3116" TEMP. I AIR/ Y16" H.S. I PVB / NIS- H.S.) 3) -5/16" ULTRACON GSA - 7/16" LAMINATED LGU - (1 /4" TEMP. I AIR 13116' H.S. / PV B I3/16" HSJ 4) YN 2 STEEL SCREW (G5) ' SEE A NCHORAGE NOTES 1 & 2 ON SHEET 1. UNIT HEIGHT BO 84 90 t 96 00 NOM PANEL FRAME u0 U WIDTH SIDE N p N N 1 1 c7 V N N I U 1; V N cOi N I U N V N GLASS TYPE - 3, 3A, 5, 5A +60 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1M51 C4+2 24 yt JAMS 10 10 10 10 10 10 10 10 10 1010 a P-HOOK 6 6 6 5 6 5 b 5 5 55 GLASS TYPE- 3, 3A, 5, 5A +60 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 11 H&S 04+2 C4+1 C4+1 04+2 C4+1 C4+1 C4+2 30 JAMu3 M55 10 10 10 10 m 10 10 10 P-HOOKb 5 b 5 5 5 5 GLASS TYPE- 3, 3A 6, 5A +60 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 H&S C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 36 JAMB m 10 10 10 10 10 10 10 10 10 10 P-HOOK5 5 5 5 5 6 5 6 6 6 GLASS TYPE - 3, 3A 6, 5A +60 -60.0 +60 -60.0 +60 $0.0 +60 -60.0 H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 42 JAMS 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 5 5 5 5 5 5 6 6 6 6 6 6 GLASS TYPE- 3, 3A 6, 5A +60 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 B H&S C4+1 C4+1 C4+2 C4+1 1 C4+1 1 C4+2 C4+1 C4+1 I C4+2 C4+1 C4+1 C4+2 48 JAMB 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 5 5 5 8 8 6 6 8 6 7 7 1 7 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3114 SILL. 2. WHEN USING THE 211T SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 4' SILL POSITIVE WATER DP IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3. 4-, 31/4' AND 21/Z" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. NO CHANGE O= EXAMPLE ON SHEET 10 DLO WIDTH - NOM. PANEL WIDTH - 7' DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" TABLE 1A SILL HT. VS POS. DP E T (+) DESIGN LOAD 1-1/2' WA 2-1/2" J +46.67 PSF 3-1/4" +60.0 PSF 4" +60.0 PSF EE NOTES 1-3 NOHOMIS, FL 34275 P.O. BOX 1529 NOXOWS, FL 34V4 90' OUTSIDE CORNER 90' INSIDE CORNER OH LENGTH OVERHANG OH LENGTH OH OH HEIGHT HEIGHT EQUAL TO 1 1 g OR GREATER O SEE NOTE 3 DPANDANCHORAGE SERIES 770 ALUMINUM SGD - LMI aZ+ 1170 �NTS7 w 23 'ftwm SGDDPGT0002 91000UC F iWVIUP I..�w..fu � is r 11nIIL A \YNN Mlj� .l'r .•oCENSF k : 140. 513705 �- OF : • �cPLORV 5, •. SION�LPL�- A. LYNN MIL�tn,`P.E.` P.EJ 58705 DESIGN PRESSURE MIDANCHORAGE-UN-REINFORCED-HEAVY DUTY STILE STANDARDASTRAGAL TABLE2. > HEAD S SLL (HSS) KPZRLOCJ(6 STRAIGHTS CMVJ31ASTPAGAL CLLWMPLUS INMRI&DIATEANC OR CITY. PER PANEL H S S, > J-"ANCHOR QTY. 41110OK ANCHOR OTY. anchor Types: G4. LAWATE GLASS•(y1(' /SGP!14- Wl( S,) 1):,,--- LRTRACON(FORYMN TAPOON G0A.m18'1A11014TfD (PASS-(5/{'HS/SGP/1/f HS) .S. 2)'i14"SS4CRETEFLDL GB-7116'LAHMNTEDL(LU.-(3115'IEW../AR13178'HS/SGPISi18'HS) •8116' S) LILTRACON G6A - 7116' LAA"TED LO.0 - (11Y• TEW.. /AR 13/16' HS 1 SGP13118' KS.) 4) '912 STEEL SCRBN(G5) ' SFEANC ORAGENOTES 1 & 2 ON SHOT 1. UNIT HEIGHT tl0 64 BO SO 1 102 1 108 114 120 NOM PANEL FRANC U 1 U § }Sl{ S OU U �QS S Z U Z LQ� 8Q Q pp �Qf �Qi' WIDTH SIDE jj LQj ? U U U cli N GLASS TYPE -4, 4A 8, BA 60.0 -80.0 60.0 .60.0 60.0 .60.0 60.0 -60.0 60.D -80.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 24 H&S C4+1 C4+1 C6+2 CI+1 I C4+1 I C8+2 C4+t I C4+1 I CS+2 C4+1 C4+1 C6+2 C4+1 I C4+1 I C6.2 C4+1 I C4+1 C8+2 C4+1 C4+1 C8+2 C4+1 C4+1 C6.2 ,1NrB 10 10 1 10 10 10 10 10 10 10 10 10 10 12 12 12 72 12 12 12 t2 12 12 12 12 P-Ii00i( 6 5 5 5 5 5 6 b 5 S 5 5 8 6 8 8 6 8 8 8 6 6 8 GLASS TYPE - 4, 4A 6, SA 00.0 -00.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 6 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 H83 C4+1 C4+1 28+2 C4+1 C4.1 C6.2 CI.1 C4h C6f2 C4+1 C4+1 C6+2 C4.1 C4+1 C4.1 C6.2 C4.1 C4+1 ( +2 C{+1 30 .1AM8 70 10 10 10 10 10 10 10 10 10 1D 10 G+1 C6+2 M1212 12 12 S 5 6 5 5 6 5 5 S 12 12 12 121212126 GLASS TYPE-4, 4A a. 5A 60.0 .60n 60.0 .60.0 60.0 •60.0 5 5 60.0 -60.0 8 8 8 8 8 6 8 8 8 6 60.0 -60.0 60.0 -80.0 60.0 -60.0 60.0 -60.0 HSS C4+1 C4+ff6+2 G+1 CI+1 C6.2 C4+1 C4+1 C6+2 C4+M56 C6+2 C4+1 C1+1 CS+2 C4+1 C4+1 C6+2 C1+1 C4+1 C8+236 JAf.B 10 10 10 10 10 10 10 10 1012 12 12 12 12 12 12 12 12 12P-HOOK M66 5 S 5 5 5 5 5 5 5 8 B 8 8 7 7 7 7 7 Gl.lSS TYPE-4,IA6, BA 60.0 -6On 60.0 -60n 60.0 -60.0 60.0 -60.0 7 60.0 -60.0 60.0 -8D.0 60.0 -60.0 60.0 -60.0 p HSS C4+1 C4+1 C6+2 C4+1 C4+1 C6.2 C4+1 C4+1 C6+2 C4+1 2 +i C8+2 C4+1 C4r1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C8+2 C4+1 42 l�rr JANB 10 10 10 10 10 t0 10 10 10 10 10 10 C1+1 C6+2 12 12 12 12 ! P-F)WK 5 6 6 6 5 5 8 8 6 6 8 12 12 12 12 12 12 12 12 GLASSTYPE-4,4A6,8A 60.0 -60.0 60.0 -60.0 60.0 -80.0 8 60.0 -60D 6 6 7 7 7 1 7 7 1 7 1 8 8 8 B 60.0 -60A 60.0 E0.0 80.0 60.0 80.0 �0.0 H8S G+1 GN C8+2 G+1 G+1 CB+2 CIN C4N C6+2 C4+1 C4r1 C6+2 C4+1 C4+1 CB+2 GN CIN C8+2 C4+7 C1+1 C6+2 CI+1 C4+1 C8+2 IB JNvB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P-HOOK 5 5 5 6 6 8 8 8 8 7 7 7 7 7 7 8 8 8 B 8 8 B B B GLASS TYPE - 4, 4q B, BA A. -60.0 50.0 •60.0 60.0 -60.0 60.0 -60.0 HSS C4+2 C4+2 C5+2 C4+2 C4+2 C5+2 C4+2 C4+2 I C5+2 C4+2 C4+2 C6+2 54 JM+9 10 1 10 10 10 1 10 1 10 10 10 10 10 10 10 P-HOOK s e 6 s s s e 6 7 7 7 7 PANELS OVER 48" WIDE NOT AVAILABLE OVER 911"HIGH GLASS TYPE -4,4A6.5A son -60.0 60.0 -60.0 60.0 -60.0 -60.0 2 C4+2 C4.2 C5+2 C4+2 C4+2 C5+ C4+2 C4+2 C5+270 REE 10 1D 10 70 t0 10 10 10 1010 a 8 6 8 8 8 7 1 7 1 7 1 7 1 7 1 8 T. L'u111I Ivt rKLbSURES IN TABLE ARE BASED ON THE USE OF THE 3 IW SILL. 2. WHEN USING THE 21I2' SILL, POSITIVE DP IS 46.67 PSF MAX WHEN USING THE 4- SILL POSITIVE DP IS 60.0 MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. 3. 2 1/2•, 3 1/4' AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. NO CHANGE THIS SHEET 0 = EXAMPLE ON SHEET 10 TABLE2A SILL HT. VS POS. DP SILL RISE HEIGHT (+) DESIGN LOAD FLUSH -1-1/2 NA LOW - 2-1 +46.67 RSF (JED - 3-1/4' +60.0 PSF HIGH-4" +60.0 PSF SEE NOTES 1R. STANDARD ASTRAGAL HEAVY DUTY STILES SEE SHEET 7 OR 9 FOR 90' INSIDE & OUTSIDE CORNER DEPICTION DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT= NOM. PANEL HEIGHT- 825" OH LENGTH OVERHANG OH LENGTH OH OH HEIGHT HEIGHT EQUAL TO 1 - S OR GREATER LL-1 SEE NOTE 3 .......... ., P-ER^U m..uu:c �u+uunla MO/(OMlS, F15027E nYe _- fin&DC A pFNy/pgpECONMEn/TS PD.,� SERIES 770_ALUMINUM SGD - LMl eS�W09 MWO4flS, Ft 51274 I _ sooi7o NTS 8 d 23 7- PG70002 •r�r.. --I01 • I y �rt.+•.�.r z- 11 IS 1111111f/ .•'JcENLiz Sf p No. 58705 o I l J I STATE OF PEDRO �' S IO��NP�� �`� A LYNN M1�EH, P.E. P.E.6 68706 DESIGN PRESSURE AND ANCHORAGE -UN -REINFORCED -HEAVY DUTY STILE -HEAVY DUTY ASTRAGAL TABLE3. > HEAD & SILL (HSS) INTERLOCK, STRAIGHT$ CORNER ASTRAGAL CLUSTER PLUS O4TOWaYATEANCHOR QTY. PER PANEL H & S, > JANB ANCHOR CITY, >PHDOK ANCHOR CITY. Anchor Types: G4 - 7/16- LAMNATED GLASS - (3/18" H.S. I SGP/ 3/16- HS.) 1) -1/4" E-CO ULTRACON (FORNE:LY TAPCON) G4A - 9116" LAMNATED GLASS - (1/4" H.S. / SGP/ 1/4" H.S.) 2) -1/4" SS4 CRETT>FLD( G6 - 7/16- LAMUNATED LG.U. - (3116' TEVP. I AIR 13116- H.S. / SGP/ 3116" H.S.) 3) '5/16' ULTRACON G6A - 7/16" LAMNATED I.G.U. - (1/4" TEJP. I AIR/ 3/16- H.S. I SGP/ 3/16- H.S.) 4) V12 STEEL SCREW (G5) " SEE ANCHORAGE NOTES 1 & 2 ON SHEET 1. UNIT HEIGHT 80 84 90 96 NOM. PANEL FRAME U qq0 9 U O U O q0q Q U O Z tQg� WIDTH SIDE O O 5 1? v v o I 5 N N N - N GLASS TYPE - 4, 4A, 6, 6A 90.0 -90.0 90.0 .90.0 90.0 -90.0 90.0 -90.0 H&S C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C8+2 CB+2 C6+2 24 { JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 5 j 5 5 5 5 5 5 5 8 8 1 6 6 GLASS TYPE - 4, 4A, 6, 6A 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 lA H$S C6+2 C8+2 C8+2 C10 C8+2 CB+2 C8+2 CB+2 C8+2 CB+2 30 JAMB 10 10 10 10 1010 10 10 10 IC8+21C8+2 10 10 P-HOOK 6 6 6 6 6 6 6 6 7 7 7 GLASS TYPE-4, 4A, 8, 6A 90.0 .90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 H&S C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 I C6+2 I C6+2 C6+2 - 2 C6+2 36 e JAMB 10 10 10 10 10 10 10 1 10 1 10 10 10 10 P-HOOK 6 8 7 7 7 7 7 1 7 1 8 6 8 8 GLASS TYPE -4, 4A, 6, 6A 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 E H$S C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 42 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 7 7 7 7 7 8 8 8 B 9 9 9 GLASS TYPE -4, 4A, 6, 6A 90.0 -90.0 80.0 -90.0 90.0 -90.0 80.0 -90.0 H$S C6+2 C8+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 46 ytI JAMB 10 1 10 1 10 10 1 10 10 10 10 10 10 10 10 a P-HOOK 8 B 8 8 B 8 9 9 9 10 10 10 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. 2. WHEN USING THE 2 M' SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 31/4" SILL, POSITIVE PRESSURES IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3. 21/2'. 3 1/4', AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING .WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5..DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS, 10/11'/111 C I NO CHANGE THIS I a�I W16W I A I PERMAwaWECOMMENTS I TABLE 3A SILL HT. VS POS. DP SILL RISE HEGHT (+) DESIGN LOAD FLUSH -14Z N/A LOW - 2-1/2" + 46.67 PSF MED - 3-1/4" + 60.0 PSF HIGH - 4" 1 + 90.0 PSF SEE NOTES 1-3 80' OUTSIDE CORNER IOM. PANEL WIDTH - 7' NOM. PANEL HEIGHT - 8.25" ruanucrncv"D 9-w0vin •ft fiK Fw" 4api6d 1 `llS l.�h M1c 90' INSIDE CORNER OH HEIGHT vTECHNOLOGYOR)_ DP AND ANCHORAGE NOKOMIS, FL 34275 P.O. eOx r62v SERIES 770 ALUMINUM ; NOKOMIS, FL 3M274 RnT I.a.�be.t °d` °i1it SG0770 NTS 91 23 OH LENGTH OVERHANG OH LENGTH OH HEIGHT of I I I I I I II �+:' * �' EQUAL TO 1ENSE gl OR GREATER * : Np.58705 SEE NOTE 3 a 111( U �% •'. STATED Z 101- XN, PLO '/'`sS/ONP, ` 'D - LMl - A. LYNN MILLER, P.E. P.E-4 66108 PGT0002 C ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1)1/4• ELCO ULTRACON (FORMERLY TAPCON) 2) 1/4" ELCO SS4 CRETE-FLEX 3) 5/16" ULTRACON 4) #12 STEEL SCREW (G5) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1 3 SHTS 7 9• HEAD & SILL ............... 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 7-9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8- FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24" MAX. O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 90• CORNER ON SHT. 11-12. JAMBS & P-HOOKS... 6' MAX. FROM BOTTOM AND 21" MAX. O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 7-9. SEE P-HOOK ANCHOR DETAILS ON SHEETS 14-15. ANCHORS PER PANEL• ARE 9' MAX INTERLOCK ASTRAGAL INTERIOR 3.5" SEE CLUSTER DET., SHT. 11 8' MAX. THOSE AT THE HEAD AND SILL CENTERLINE CENTERLINE 8• MAX BETWEEN CLUSTERS OR THOSE --� j� NP I BETWEEN A CLUSTER AND A 0 4 Z o 0 • 1 l ' FRAME JAMB OR P-HOOK 2.04" 4.G51" o 0 0 24" MAX O.C. EXTERIOR I I EXAMPLE OXX ANCHORAGE PLAN: 04 + 2 HEAD & SILL ANCHORAGE (3 PANEL 2 TRACK EXAMPLE SHOWN) = 24- (4 ANCHORS TOTAL 3.5' I TYP. (3) PANEL, 48" x 96" DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE EXTERIOR I ---------------- --- ------ -------------- ----�J C4+2 & CORNERS = (20) ANCHORS TOTAL AT HEAD AND AT SILL SEE DETAIL L B JAMB CLUSTER BELOW SEE CLUSTER 2 II C4 2 C4 2 C4 2 DETAILS, SHT. 11 x I t x l 6"I r 3.5" TYP. SEE NOTE — t BELOW (7) P-HOOK 14• ANCHORS 0 INTERLOCK CENTERLINE 3.6' TYP. 6'1 JAX. • x_ w x . x w x x- x-- x 6" rA 10" MAX, x w �• • 3" MAX. • • =FRAME wANCHORS w 21 • • • • •=P-HOOK ANCHORS wMAX. • • 3• MAX. x 1 • 10" MAX. x _ -L '1 • x x x xx x x xx 6" M, Fl I f x x x I x x x x 12 24" MAX. O.C. 8• MAX. TYP. k• rMODULT RAVIUD r cwpb1q w" of ram. ANCHORS 6ptrwtM• D.D�Js O.C. PERJAMB (SEE SHEET boorpy 13 FOR CLUSTER O.C. SPACING 4X. -+— au- uuKNtrc EXAMPLE OX-90° OUTSIDE CORNER-XO CORNER ANCHORAGE PLAN: (4) PANEL, 60" x 96" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE SEE CLUSTER DETAILS \� INTERLOCK CENTERLINE SHT 11 8" MAX I � 0 0 0 4.051• I MIN. o O.C. 2 04' NOTE: SEE DETAILS S & T ON SHEET 14 & DETAILS TYPICAL JAMB CLUSTER FOR DETAILS SEE CLUSTER DETAILS, SHT.12 MM R NN f]N RHFFT 15 Fnw o_unnk enlrunoo M. N.O. P. O & R 1011VIII C NO CHANGE THIS SHEET DFfI.AY/D B PERY/M(144DE COMMENTS -AlI.1 A PFA NNN/OAOE QOMAIENTB NOKOM14 FL 34275 P.O. BOX 1528 NOKOMl3• FL 34274 ANCHORAGE EXAMPLE PLANS SERIES 770 ALUMINUM SGD - LMI s�ono NTS 1 10 d 23 PGT0002 C x LYNN M// ` -k. No.58705 �r rr .A STATE OP =w� OX1. FCORXID •'• Q) FS,S �vv. A LYNN P.E. P.E.0 68705 ------------ _ ---------------------- ASTRAGAL OR ASTRAGAL OR INT. INTERLOCK i i INT [---INTERLOCK I —CENTERLINE i I 1 CENTERLINE 3.5 I F 1.75 3.5 � .051 i j 2.040.1 j 2'0� 3.5 ..... L--- 4_051---------------�---- L----------- 2-TRACK. ASTRAGAL / INTERLOCK 2-TRACK. ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C4 ANCHOR CLUSTER - C5 -INTERLOCK IN' CENTERLINE --i 3.5 4.01 5.368 3-TRACK. ASTRAGAL INTERLOCK ANCHOR CLUSTER - C4 INTERLOCK INT. CENTERLINE I --- ANCHOR CLUSTER - C4 NO CHANGE THIS SHEET 997 4 PER AVAW DARE OOMMEARS ouec INTERLOCK INT. CENTERLINE ANCHOR CLUSTER - C5 ---------------- k�fFFYUXL7(Tff-- LNT- ASTRAGAL OR INTERLOCK CENTERLINE 5 I 1.75 4.051 2.040 7 2-TRACK ASTRAGAL / INTERLOCK ANCHOR CLUSTER-C6 m-sfiRAtMEa-------------- I INTERLOCK CENTERLINES ham— 7 ANCHOR CLUSTER - C6 INTERLOCK INT. CENTERLINE I�---�I— 3.5 1 2.040 —4.048 o ; o ANCHOR CLUSTER - C6 NOTE: INT i ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS 3.5 i SHOWN ARE IN INCHES. 2.04 1 1 rllAouc'r Lllcvuco I � nw�b7q wYM IM.Ra1► I - —J A �w� IM -• I I , I '0TECHNQL00YORNE NOXOMIS, q.9027a ANCHORAGE EXAMPLE CLUSTERS SERIES 770 ALUMINUM SGD - LMI P o. eax lags, scvno NTS v� 1 11 m 23 mwa W PGT0002 NOKOMIS FL 34274 \1111111/� �o ,I LY N * : No.55705 ON 'A AL \ `\ � \ A. LYNN MILLER P.E. REA 58705 ------------- I INT. I — 3.5 i NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM INT °ALLOWED. ALL DIMENSIONS 2.04 SHOWN ARE IN INCHES. It It r2..4 EXT. 3.889 1 I I � 11 L i L---3-6-----------------------� 1 -- 2-TRACK, 90.OUTSIDE CORNER SHOWN 2—TRACK, 90° INSIDE CORNER SHOWN 2-TRACK. 90° INSIDE CORNER SIMILAR (OPPOSITE) 2-TRACK, 90.OUTSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER - C4 ANCHOR CLUSTER - C8 USED FOR C5 AND CB raooucr RAVM" r ft"w" ar n. non. awmaceft 1� 0) • I jL A-W------------, -� I r--------------------------- I INT."' S' 3.5 2.04 �� I INT. I I 3.889 I 3.889 f I II . I' `I --_---------- ----------�i 35 TI1 � 90.OUTSIDE CORNER SHOWN -T-R-A-C-K-,- 4 90—I--IDE CORNER SHOWN, I I I I I f7 3-TRACK. 90• INSIDE CORNER SIMILAR (OPPOSITE) 4-TRACK 90. OUTSIDE CORNER SIMILAR (OPPOSITE) f C•8 ANCHOR CLUSTER REQUIRED C-8 ANCHOR CLUSTER REQUIRED S..............��� AT ALL 3-TRACK CORNERS AT ALL 4-TRACK CORNERS = i1 : 14°.58705 A• �'O '. � ° N 1I � LU _ J.J. 10/11/11 C NO CHANGE THIS SHEET c.wp°,. •. STATE OF . SMC f070 TECHNDLOGYDRIVE ANCHORAGE, EXAMPLE CLUSTERS ' 0,� •••.• FLpR�Ot, �� Ofliwi0 B PERMAAWGWECOUVEN7S NDKCIMIB, FL 9CY76 1�nT '�SS/ONA�-�?�\ n� SERIES Svc 7uta°o n PERM:AWDA0ECOMMENI8 P.o.aaxlszs 770ALUMINUM SGD-LMI ilnnnn`` o�. p 0 NTS 12 + 23 °..� PGT0002 C sMr NDXOM 9, PL uz7S ~ hOLLER P'E PEN 58705 2 1/16" O.C. 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT.1 SEE CHART, SHT. 1 1' MIN. 2 1/16° O.C. E.D. TYP. 1' MIN. 2 1116° O.C. TYP. E.D. TYP. TYP. EXT. — _ -- EXT. 1 3/8° MIN. 1 3/8" MIN. i•�.- i •':.'_' `: •.+ :; �;' L: ';.. �s {: •':�. ;:' ' ' SEECHART SHT. 1 1/4!' 114" EXT' MAX. MAX. 1/4" 1/4' SHIM SHIM WOODANCHOR TYP SEE ANCHOR NOTE 2 SHT 1 MAX. SHIM MAX, - SHIM SEE CHART, SHT. 1 tit-- 21/16' O.C. DETAIL A, 2-TRACK FRAME HEAD DETAIL B. 3-TRACK FRAME HEAD ONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 � SEE CHART SHT. 1 WOOD INSTALLATION WOOD INSTALLATION DETAIL C. 2-TRACK FRAME HEAD DETAIL D. 3-TRACK FRAME HEAD WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 2x WOOD BUCK TYP., CONCRETE INSTALLATION CONCRETE INSTALLATION SEE ANCHOR SEE ANCH.NOTE 3, 1X WOOD BUCK TYP., NOTE 5 SHT. 1 SHT. 1 SEE ANCHOR NOTE 3, SHT. 1 2 1116' O C TYP (114° MAX) SEE ANCHOR SEE ANCHOR NOTE 6 SHT.1 NOTE 5 SHT.1 T EXT. "�+ - `_ (1/4- MAX.) -_ EXT. (1/4' MAX.) ONCRETE r 1) 1 3/8' MIN. 2 1l18' 1' MIN MIN. r -1— j. w ;; : .. !\'. �; ` i `, .s ._ t•-, SEE CHAT O.C., TYP. E.D., I ^`,,•,•';. ; : N::.:a.';�:...: _.. : •. .';.:. SHT. 1 TYP. 2x WOOD BUCK 21l16" 1 EXT. 1;MIN I : ? DETAIL E. 2-TRACK FRAME SILL TYp, E.D., +I SEE CHART, SHT.1 WOOD INSTALLATION SEE ANCHOR O.C., TYP. Typ DETAIL G. 2-TRACK FRAME SILL NOTE 3, SHT.1 DETAIL F. 3-TRACK FRAME SILL CONCRETE INSTALLATION CONCRETE ANCHOR TYP., WOOD INSTALLATION SEE ANCHOR SEE ANCHOR NOTE 1, SHT. 1 21/16" O.C., TYP. 1' MIN NOTE 5 SfiT.1 E.D., (1/4" MAX) ONCRETE r ( _' �O TYP 1 3/8' MIN. t::: ;, = •` •: ; .�„ • rp. r yr; ;?/: SEE CHART EXT. i `}': : `w'� ` ': •,:. :i SHT.1 21118' O.C.. TYP. L SEE CHART, SHT.1 DETAIL H. 3-TRACK FRAME SILL CONCRETE CONCRETE INSTALLATION SEE CHART, SHT. 1 •.:: �7 2 SEE CHART . _.•.,-iw . :::_ .1..: !:: SHT. 1 EXT. - - - - 2 1/16' O.C., TYP. CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 DETAIL J. 4-TRACK FRAME HEAD CONCRETE INSTALLATION fh J J 10/11/11 wrC.a. NO CHANGE THIS SHEET MIR i ANCHOR TYP. SEE ANCHOR NOTE 2, SHT.1 DETAIL 1.4-TRACK FRAME HEAD WOOD INSTALLATION WOOD BUCK TYP., SEE NOTE 3, SHT. 1 SEEANCHOR NOTE 5, SHT. 1 (1!4' MAX) E)Cr. 21/16' O.C., TYP.1" MIN E.D., DETAIL K, 4-TRACK FRAME SILL TYP. WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 1 3/8" MIN. Nmows, Fl.94775 v.o. aox: SERIES 770 ALUMINUM SGD - LMI rroxor An34274 ® SW770 NTS 13 d 23 o�+v PGT0002 rm"UCT oev"A r w�yblq wf� tM ILi� lftl III vytm ���•'Nw�GENSO •Fp k : 140.68705 cc:: S1A(EOF ON,,O- A. LYNN {,IILIlP.E. P.E.M5WD5 CONCRETE ANCHOR TYP., SEE NOTE 1, SHT. 1 ONCRETE 21/16" O.C., TYP. SEE ANCHOR 1/4" MAX SHIM 1 NOTE 5, SHT- 1 SEE CHART EXT. (1/4MAX.) (�j r SHT. 1 EXT. .... ..•`;:' ... "" • '•i'' .. +.,:� D.C., TYP. SEE CHART, SHT 1 DETAIL L. 4-TRACK FRAME SILL SEE CHART —� 1/4" MM AX. SHIM - SEE CHART EXT. SHT. 1 CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 CONCRETE INSTALLATION CONCRETE ANCHOR 1 318° MIN. 1/4" MAX. SHIM EXT I 1" MIN. 1/4" MAX. SHIM TYP., SEE 131 MIN. ANCHOR NOTE 1, WOOD EXT. II SHT.1 �:'+,: ANCHOR WOOD I 1• TYP., SEE ANCHOR MIN. :i •,�_ ANCHOR TYP., SEE NOTE 2, ANCHOR NOTE 2, 2 1/10" DETAIL O.4-TRACK FRAME JAMB SHT. 1 SHT. 1 D.C., TYP. CONCRETE INSTALLATION 2X WOOD 1 318" MIN. _ff BUCK /4" MAX. SHIM SEE EXT. ANCHOR 21116' NOTE 3, DETAIL N. 2-TRACK FRAME JAMB O.C., TYP. SHT. 1 WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR DETAIL M. 4-TRACK FRAME JAMB NOTE 2, WOOD INSTALLATION WOOD FRAMING SHT.1 P-HOOK MOUNTING ADAPTOR 1 318" MIN. ANCHORS LOCATED MID -SPAN BETWEEN P-HOOK Cs> C _ INSTALLATION ANCHORS - DETAIL N _ — - — - 1" MIN, r— 1 3/4" MIN. 2.693" MIN. I I EXT. DETAIL S. P-HOOK WOOD INSTALLATION NO CHANGE THIS SHEET PER M"&WE COMMENTS PERAUAM7WECOMMENIS WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES ", SHTS. 7.9 PERTAIN TO THIS ANCHOR LOCATION, 1" MIN. 1/4" MAX SHIM CONCRETE F ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 2.04" a' SEE CHART SHT I �•:': �' t •. 2 1116" 4.051" O.C., TYP. + MIN. .r.. O.C. ••' i •� TYPICAL JAMB CLUSTER FOR DETAILS CONCRETE INSTALLATION jam— i . SEE CHART SHT. 1 :h,:J SEE CHART } SHT.1 21/16" O.C.,TYP. l2X WOOD BUCK " SEE ANCHOR 2 1H8' NOTE 3, SHT. 1 SC O.C.' TYP. DETAIL R. 3-TRACK FRAME JAMB CONCRETE INSTALLATION SEE CHART, SHT. 1 I P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN "' "'•�.; ;'; BETWEEN P-HOOK FRAME JAMB �s•' :"' .h+ INSTALLATION ANCHORS CATIONFes--CONCRETE / MASONRY �. .� ' ' ' L (GROUTED BLOCK ONLY) SEE CHART, 11/4 i; SHI NOKOMIS. FL 34275 P.O. BOX IRS NOKOMIS, FL 34274 EXT. 2.693' MIN. DETAIL T. P-HOOK CONCRETE INSTALLATION SEE ANCHOR NOTE 2' SHT. 1. ANCHOR QTY. FROM TABLES ", SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, SERIES 770 ALUMINUM SGD - LMI .s.•re,+ aam n.,r owfww SOD770 NTS 1 14 d 23 PGT0002 ru"vcr REVA"D � w�ryia wY W i1o,18� f�- r Nlw uulul l,Y N •� .•'JCENS& • 'P No.55705 ;0'• C4 STATE OF '',7SSIONN'I- E A LY" M�-LER, PE. P.E.N 66706 WOOD FRAMING P-HOOK MOUNTING 1318"MIN. P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID-SPAN ADAPTO MOUNTI G BETWEEN P-HOOK LOCATED MID-SPANC BETWEEN P-HOOK INSTALLATION ANCHORS INSTALLATION ANCHORS 1- MIN. r �� :�. 1 314°MIN. `WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. tcm ANCHOR QTY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO' THIS ANCHOR LOCATION, 2.693" MIN. DETAIL MM. P-HOOK FOR BOX RISER WOOD INSTALLATION SEE CHART, SHT. 1 ,CONCRETE/ MASONRY GROUTED BLOCK ONLY) - .-- SEE CHART, 1 114 M' IN. •• ' �" SHT. 1 V. DETAIL'V', SHT. 18, ANCHORAGE DETAILS 'A' I I r-------� r---•-----1 � � VC, SHT. 13 _ _ _ _ _ e ,isPANEL 11 PANEL PANEL PANEL B III TYPE 11 TYPE 1 TYPE TYPE 'A' i i QS' a! 'AS K' III 11 II 11 0 1 B 1 I I Y 1 1 1 111 j 10 � 11 SEE III a l n III I1 i{ NOTE III 1 1 I I 3, SHT. 111 I p 11 111 1 Y 1 15 ;uaa a ; `DETAIL DLO WIDTH = NOM. PANEL WIDTH -7' U', SHT.18, DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" ANCHORAGE DETAILS E' &'G', SHT.13 XX-90' CORNER-XX (2 TRACK INSIDE 90° CORNER) INT. I 'SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1S, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 1 2.693" MIN. DETAIL NN, P-HOOK FOR BOX RISER CONCRETE INSTALLATION DETAIL'EE', SHT. 19, ANCHORAGE DETAILS 'N' &'P', SHT. 14 'BB', SHT. 19 EXT. DETAIL 'KW. SHT.20 HORIZONTAL SECTION B-B D X 1.50' PH SMS PANEL CORNER DETAIL #8 X 1.00" PH SMS (OPTIONAL) FRAME CORNER DETAIL 10111N1 C I NO CHANGE THIS SHEET f070TECHNOLOGyRR1VE NOXOMS, n 3075 P.O. BOX 1373 NOXOMIS. FL 3W4 ANCHORAGE DETAILS / EXAMPLE ELEVA w PVAYfO B PEA MIAMIQ40ECOMMENT3 B"` SERIES 770 ALUMINUM SGD - LMI IVIS" A. A PERA"VIOADECOMMEMTS s.. ror NTS 1 15 - 23 r PG70002 09 rf WDUCr NLVtYO r rr7Mb' m wia IM rod& awiftcoft R.rrrlr.11l /5I •s 4 ask• 1. �.. rl.re..rr Illnllrrr C�`l Ly • M1((F * No.5B705 a�- '• ��= O II II � •O G ,1E F OUJ - A STA Z` PLOM ��C�`• 0. LYNN M0.LER, P.E. PF.q 68705 DETAIL =', SHT. 19-� -DETAIL'BB', SHT. 19 NOTES: 1. SEE SHT.17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL / HEIGHT AND WIDTH. PLEASE SEE SHTS. 18-20 FOR SECTION DETAILS AND SHTS. 7-15 FOR ANCHORAGE DETAILS. �- 2. DLO WIDTH = NOM. PANEL WIDTH - 7- DLO HEIGHT = NOM. PANEL HEIGHT - 8.25- t DETAIL 'FF', SHT. 19, DETAIL 'EE', SHT. 19JDETAIL'V ,SHT. 18, 3. (1) LOCK (ITEMS 70 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ANCHORAGE DETAIL'N' 8 ASTRAGAL. P', SHT. 14 ANCHORAGE DETAILS , ANCHORAGE &'P',SHT.14 DETAILS 'A' 4, PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. 14 &'C', SHT. 13 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE / / S D TAB a O jJU MAX I I r^------t a------� I/ �-1++----u n--- DETAIL V', SHT. 18. ANCHORAGE DETAILS W &'C', SHT. 13 ---- " i PANEL n PANEL PANEL PANEL " ; VDETAIL EE', BHT.19, III TYPE I p TYPE 1 TYPE TYPE ANCHORAGE DETAILS'N' iii A u CS' i I ' OS' & 'P , SHT. 14 11 III 1 / MAX. HT, DETgIL'BB', SHT. 19 P nI Iu SEE LES III I u II lu II - SEE DP TABLES i i e NOTE DETAIL UX, SHT. 20 III 1 p 111 I p �I 3 INT. _� 1 DETAIL 'U', /'r 1 EXT. SEE FRAME & PANEL CORNER SHT. 18, ANCHORAGE DETAILS'E XX-90" CORNER-XX (2 TRACK DETAIL'U', SHT. 18. HORIZONTAL SECTION A•A CONSTRUCTION OXXX (2 TRACK) &'G', SHT. 13 — 90°OUTSIDE CORNER) - EXAMPLE ANCHORAGE D -, DETAILS SHT. 15 EXAMPLE &'G', SHT. 13 SHT. 13 DETAIL CC', SHT. 19 '� DETAIL'BB', SHT. 19 `I 1 DETAIL'BB', SHT. 19 •IWoucr NCV1CCp u�P171q wld 1�rt Rwl� G DETAIL'DD', SHT. 19, DETAIL'AA', SHT. 19 pETA1L HH', SHT. 19, ANCHORAGE DETAILS'O' ANCHORAGE DETAILS'S' & T, & TV, SHT. 14 SHT. 14, WM- &'NN', SHT.15 ANCHORAGE DETAILS 'M' &'O', SHT. 14 'Z'DETAIL, SHT.18, ANCHORAGE DETAILS T edf DE ' &'J', SHT. 13 TAIL X, SHT. 18, ANCHORAGE DETAILS'B'&'D' SHT M S T TAB HT. DP PANEL PANEL PANEL . 13 PANEL TYPE TYPE TYPE TYPE 1 R, ,L, M F AX. POCKET EE / / / /I UNDER SEPARATE) PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE M / � S D SEE TAB NOTE X � � aX X. T. P LES 1111IlI AN, \ .I LYNN Mj //� DETAIL'Y', SHT. 18, ���NVOENSF' ��FP OXXXD (3 TRACK RIGHT POCKET) DETAIL IN'. SHT. 18, �— X_ X (4 TRACK BY-PASS) ANCHORAGE DETAILS 'IV EXAMPLE ANCHORAGE DETAILS'F' EXAMPLE SHT. 13 8'L', SHT. 14 _= * ; No. 58705 &'H', SHT. 13 J.J. 1Q/1 f/1 } C NO CHANGE THIS SHEET cwlm,c • �' F SAW OL�0Y10 B PERAI&WIDADECOMASOVIS 107 CNOKO �OG34YZ061VE EXAMPLE ELEVATIONS ;'S� '• STATE O _ . '. '•., 5"IC FLORIOP•'-`�� PfR&IM1A90£COMMEN �'01°tlj °ic ao.egxfs� SERIES770ALUMINUMSGD-LMI Smc R/A NOKOM(S. FL 34274 a.+o SGD770 i1IT$ A LYNN MItL� RE 15 d 23 PGT0002 C P.E1f 58705 Wo T V C O 7=< W J W H to H WZac: 7 W � pp�� W Z ..� OQO: Z-3w Q O a. d V {I I f O Z W J :• U G y N 4 ./ Z ��zi y •, .5\ j �.. J lL ui WZda.f a.¢.�Mit co ;yOs'. �� d 0 z '���Illllnlr\� y U d 44? wU 00 Y wc3 CEO �w q� y WCS C10 Way�I+ 4'% U �• O IY LLZZ7 4'_ Y O� 1�'. spy 5 W CW Gq~qq lu U� N 91 s O� j W o�2 z a w w Ho�N ,�w UYU -wi0 I� Y Y UY a .� l y 0 O O J Qp� U� is� UO .,UpJ 2 y IUu 8R t� J 4 y Icy O K W ICI �c U Z �J v '+ \ v! VLL a. Q J x x u w J cYi cYi c� to w Iu cY1 � " a 9 Q h y � � � 8 {� aO U�1} O W "� y C3 Z wopf d to '"�SSS„ ;pggy M yY y0 C9 ti a 2 cU� O (9 �(,♦� uO C9 NO C9 � C� Q � 2 � C9 •� �: y� 2 � II yZ LLD y y-. fir, In y0 q` v�3 vN to vl l'+ in NO co N3 y LU W Yi g Z CL SILL RISERS OPTIONS 19 EXT. 1.557' FLUSH BOX SILL RISER 19 i EXT 1.557' T FLUSH FLAT SILL RISER 1 113 5 59 EXT. DETAIL'V' FIXED PANEL" SHOWN DETAIL 10/11/11 " c NO CH 0~0 B FfRM1A1 Iafa" A acwua. rm.ru rA SHC 21 2.555" EXT. LOW BOX SILL RISER 20 2.555' EXT. LOW FLAT SILL RISER NOKOAUS, FL 34275 P.O. BOX 162Y NOKOAIIS FL 9 . 23 EXT. 3.305" MEDIUM BOX SILL RISER 22 -7 3.305' EXT. MEDIUM FLAT SILL RISER -u\r„ rAr SHO 24 4.055' EXT. j HIGH BOX SILL RISER 25 4.055• EXT. I HIGH FLAT SILL RISER DETAIL 7 DETAIL'Y' aEXTERIOR INTERIOR (ALL VERT. SECTIONS) 2 EXI,' 112 45 52 61 DETAIL'LL' SCREEN AT HEAD SERIES 770 AL UMINUM SGD - LMl 4r`.sca� sat srwe sco770 NTS 18 23 — PGT0002 a DETAIL 'MM' SCREEN AT SILL &%w&1 4OLV¢f* \1111111/ =tit .• ENS, ., P 'k No.58705 o • A bo tIill W= ' STATE o _�� 0,� .,. FlOfi\OP• �tj\ 6 S/0NA-'%," . A LYNN MINER P.E. PFa..-. DETAIL 'BB' Ur I AIL "AA" Ur 1 AIL 'LL' HEAVY DUTY ASTRAGAL AND STILES ,4 6 60OR61 103 113 18 DETAIL'EE' 5 k60 OR 61 113 106 105 AT MIDSPAN DETAIL'DD' (FIXED PANEL) 4 INTERIOR (ALL HORIZ SECTIONS) 15 EXTERIOR 14 6 6 80 OR 61 113 106 105 AT MIDSPAN DETAIL'FP (FIXED PANEL) 'ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3. SHTS. 7-9 FOR DP (PSF) ASSOCIATED WITH STILE 1 SMGI 1V1GDG I A 1 PER MAWDAOE COMMENTS I DETAIL'HH' DETAIL'GG' (FIXED PANEL) 07ECNNOLOGYORIVE HORIZONTAL SECTION DETAILS NOKOWS, FL U275?�F 110� P.O. EQX 1528 SERIES 770 ALUMINUM SGD - LMI noxoMs, n 3r274 ® �SGD NTS 19 d 23 oro-PGT0002 C C 60 OR 61 UO3 1V DETAIL'II' ff"DY07 Dl•V"a ." at Ar�1�1 M --101 `A • I No. 56705 ._ 1t It �w ;OX1, .. FLOR% • �C�: �SSIONPOL-\ � III11\ A LYNN ULLER, P.E. REA 68705 5 7 --u- L F 11 DETAIL '.I.1' (90° OUTSIDE CORNER, 2-TRACK SHOWN) NOKO M FL 34M P.O. BOX 1678 NOKOMMe. FL 34274 11 7 5 DETAIL 'KK' (90° INSIDE CORNER, 2 TRACK SHOWN) SERIES 770 sw;170 1 1VTS 1 20 d 23 -LMI .V- PGT0002 fY,pOUCT RLVWA D o .Mpyln wlr M /r" y k� ��OflNSF * * ; No, 58705 g7A7E OF ; • �1. 7SSIONA! A LYNM MILLER. P.E. PZ# 60705 ITEM PGTD,,q # PGT.4 Description 1 17306 617306 2-TRACK HEAD 2 17303 617303 2-TRACK HEAD WITH SCREEN MIL 3 17309 817309 3-TRACK HEAD 4 17312 617312 4-TRACK BEAD 5 17314 617314 FRAME SCREW COVER 6 17317 61 3317 FRAME H(1\DLI A6 7 17304 617304 2-TRACK SILL 8 17301 817301 2--1RACK SILL WITH SCREEN MIL 9 17307 617307 3-TRACK SILL 10 17310 817310 4-1RACK SILL 11 17313 617313 FRAME SILLTRACK WSERT 12 17315 617315 FRAME SILL SCREEN ADDON 13 17316 817316 FRAME SILL SCREEN END ADD -ON 14 17305 617305 2-1RACK JAMB 15 17302 817302 2-TRACK JAMB WITH SCREEN MIL 16 17308 617308 3-TRACK JAMB 17 17311 617311 4-TRACK JAMB 78 17322 617322 SILL RISER - 0 19 17318 817319 SILL RISER. 0 HOLLOW 20 17321 617321 SILL RISER - LOW FLAT 21 17318 617318 SILL RISER -LOW HOLLOW 22 17355 817355 SILL RISER - MED FLAT 23 17354 817354 SILL RISER -MEDHOLLOW 24 17320 617320 SILLRISER-HIGH HOLLOW 25 17M 617323 SILL RISER - HIGH FLAT 26 17333 617333 POCKET DOOR P-HOOK 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 28 17334 617334 POCKET DOOR P4=K MOUNT 29 17335 617335 P-HOOK COVER 30 17348 817348 POCKET DOOR P-HOOK FOR BOX RISER 202 GLASS 7/16 LAMINATED HT4iT PVB 203 GLASS 19116 LAMINATED HGHT PVB 21 GLASS 17116 LAMINATED HT -HT SGP 205 GLASS 19116 LAMINATED HT -HT SGP NOTE: ALL ALUMINUM = 6063-T6 NO CHANGE TH/S ITEM POT Dwg.4 PGT.4 Descriptln 60 17326 617325 PANEL STILE 61 17326 617326 PANEL STILE (HEAVY DUTY) 62 17327 617327 INTERLOCK ADAPTOR 63 1226 8TP248 VINYL BULB WSTP. -THIN (INSIDE INTERLOCK) 64 1729 71729 SILL END WEATHERSTRIP PAD 65 1MS 617328 INTERLOCK SCREW COVER 67 17329 617329 ASTRAGAL 68 17339 817339 HEAVY DUTY ASTRAGAL 69 17: 617324 TOP 8 BOTTOM RAY. 70 17350 417350 WEATHERSTRIP EXTENSION (NJECRON MOLDED) 71 1595 71695 1 1/P' X 1° X 3/4" HIGH FW SEAL DUST PLUGS 72 8153 781SU TANDEM ST. STL ROLLER ASSY, 73 8153 78163N TANDEM NYLON ROLLER ASSY. 74 SILICONE DOW 099 OR 995 75 8185 78185X IGEMiN MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 76 71032XIFPFX 010 32 X 1" FL SS SCREW W/TYPE "F- TIP 77 7103239 10.32 STEEL ZINC U-NUT 78 17358 517358 3/16 & 1/4 OGEE BEAD HORIZONTAL 79 17357 617357 T KJ BEAD HORIZONTAL 80 17359 817359 7116 BEAD HORIZONTAL 81 17360 617360 9116 BEAD HORIZONTAL 82 1224 6TP247K VINYL BULB WEATHERSTRIP 83 1 IGTAPE 1/2"X 1/18' SINGLE SIDE ADHESIVE TAPE FOR IG BEAD 100 8052 1 48052 ROLLER ADJ. HOLE PLUG 101 72067 JAMB BUMPER f02 6696 71698 DUST PLUG 103 8186 78186X 1' KEEPER 104 653 78DKEEP SCREEN LOCK KEEPER 105 17344 617344 1—U PANEL CUP - 6' LONG 106 17352 617352 EXTERIOR FIXED PANEL RETAINER 107 1739 71739 HANDLE KIT- INTERIOR RAISED WITH THUMB TURN 108 1740 71740 HANDLE KIT- RAISED EXTERIOR HANDLE 109 1731 78182SN HANDLE KR-RECESSED INTERIOR WDH THUMB TURN 110 1732 78178 HANDLE KIT- RECESSED EXTERIOR PULL 111 710X34PPSDAX 110 X314- PH. PN. TEK - S.S. 112 1235 67318 WSTP..270 X.170 - FIN SEAL 113 1712 64066 .187 X .230 FINSEAL 114 71CX115PPX N10X1112- 115 7101IPPT 4fOX1° 116 720)QX 41420 X 1' ST. STL 117 720X112X 414.20X1.S" ST. STL. 118 17336 817338 CORNERRECENER 119 17337 617337 OUTSIDE CORNER ASTRAGAL 120 17338 6117338 INSIDE CORNER ASTRAGAL 210 GLASS LAMINATED IG 3116T- 7116 LAMINATED HT -HT PVB 211 GLASS LAMINATED IG 114T- 7/16 LAMINATED HT -HT PVB 212 GLASS LAMINATED IG 3/1ST- 7116 LAMINATED HT -HT SGP 213 GLASS LAMINATED IG 114T- 7118 LAMINATED HT4iT SOP T TECHNOLOGYDRIVE PARTS LIST NOKOABS, FL SQ75 *� P.O. BOX 1520 SERIES 770 ALUMINUM SGO - LMI NOKOMI94 FL 34274 ® --"..' c... stir �- SGD770 NTS 21 d 23 PGT0002 rRODUCT RLVIIWO e iMpyMY wM M PMA► mawinceft SrMiw mmiwrkmqemm Iq �YNN M7(� ceNSE ' No 58T05 �'•.•a" eo loFll � w� STATE _� A. LYNN UlU P.E. PE.4 58705 1.303" r0.716' 1.05W ' 0.83" 0.325"• I -' 0.062' 0.062" 0.050' 0.779° 0,752° 0284° '0.080° INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD (SINGLE) SILL TRACK (65) MATL: 6063-T6 (6) MAT L: 6063-T6 (78) MAIL: 6063-T6 (11) MAT'L' 6063 I u 3.979". 3.802" -+{ 0.752" � - L 1.163"Li 0.885' 0 233° 0.062' P-HOOK SCREW COVER 0.080' O.OBO° 1,050' 1.003" 1 1 0.082" 11 1.888" 8,• 0.709 .1.162' 0.75T 0.050' 0.050" 0.550" A.739- GLAZING BEAD (I.G.) FIXED PANEL CLIP FIXED PANEL RETAINER INTERLOCK (79) MAIL: 6063-TG (105 MATL 6063 T6 (106) MAIL 8083 T8 " (62)hRTL: 0063-T8 ' �3.979" � 2304' - 0.082° P-HOOK MOUNTING ADAPTOR ' 0.125- --I 1r=y 0.281" (28) MAIL: 6o63-T6 P-HOOK FOR BOX RISER HEAVY DUTY ASTRAGAL.' 3.802' --�{ STANDARD ASTRAGAL ` I (30) MAT L 6063-T6 87) MATT: 8063 TB (88) MAIL 6063 T6 jam--- 4.125' 4 [7� 4• 0 674'LI: 7I 1 •, 0,075' 0.062' 1.8° 0.133° rrooUC AILVIAW '1.304" 1.8' ft.* bM www�F� ■As". Cyr (26) MAT L 6063 T8 3.125° _ 101 .J LJ 3.26" STANDARD STILE 3.125". ow- TOPJBOTTOM BOTTOM RAIL (60) MATL:6083 T6 HEAVY DUTY STILE 1 Ire (89) MAT L 6063-TB 1.872' 0.232' ! (61) MATL: 6063-TB 0.750" 0.750" 1 O.OBY 1.019° 1.467' SCREEN STILE) i 0.232' 0.062" 0.062' ` (40) MAIL 6063-TB 0.052° .•---0 �- 0.760" FLUSH FLAT SILL RISER 0.232_ ° (18) MATL: 6063 T8 0.232' O.O6Y 0.806' • 4.055' 3.305' r 3.955' 3.205" 2.555" 0.062 2.455" yNN No 0.062" 0.062" 0.06Y -�I ., �� 50705 HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT SILL RISER = k : N°• (24) MATL: 6063-TB (23) MAT'L: 6063-T6 (21) MATL: 6063 TB . (19) MAIL' 6063 T8 (20) MATL: 6063-T6 _ * W �J J 10111/11 C N0 0"GE 7HlS SHEET -O U SZPtE f 10707ECiWG100YORlVE EXTRUSIONS '. pQ FLORQP' MOKOAtlS, FL 33778 n°c �C ' suc +Wass vr�esutiwoAneoo�+�rEvrs asBox rsae SERIES 770ALUMINUM SGD-LMI �'�iFS��SIONA o.� aac NQKOWS FL 31T74 i°vpr p'•0 A L �!I I.11 r PE sMc 0BNS08 IUA sGD7M NTS 22 + 23 PGT0002 C REJ 68705 5"