Loading...
HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY- DATE FILED: Q� (l �j PLAN REVIEW FEE: RECEIl'T NO.: O U PERMIT NUMBER: I vr7 CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: 1. 2. 3. ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISIO 2300 Virginia Avenue SCAN w� ED. Pierce, FL 34982-5652. Sy 772-462-1553 S$. Lucie County APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION LOCATION/SITE ADDRESSS:�G-Z)i(O`t N it PROJECT NAME:_ PROPERTY TAX TAX ID #: 44-Z,J — 6 OI In 3r7 hn7)> 4. LEGAL DESCRIPTION (attach extra sheets if necessary): 5. ' PLAT BOOK '� 6. PAGE NO. 9. i0. 11. 12. 13 14. PARCEL SIZE (ACRES/SQ FT.): 7. BLOCK NO. 8. LOT NO. LOT DIMENSIONS: COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: �Qr�CI D np u) ICi kka,&- TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] RESIDENTIAL j ] COMMERCIAL [ ] OTHER (SPECIFY) DESCRIPTION OF PROPOSED USE: [04- INTERIOR RENOVATION [ ] INDUSTRIAL SQ. FT OF CONSTRUCTION: a / 0 15. $F. FT 1st FLOOR: 16. VALUE OF CONSTRUCTION: $ /2 000 The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 UPDATED 6/25/09 OWNER INFORMATION NAME: r uIN�nn� 4 3 Jd) nn STATE: 1'41 �: l�� f CITY: < < , -�(���f� PHONE (DAYTIME): X 'I - � � 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 ST. of FL REG.CERT #: 151 D ST. LUCIE COUNTY CERT #: l/J 1(0 BUSINESS NAME: QUALIFIERS NAME: �--�- ADDRES • $/13 a CITY: V� l •�� STATE: ZIP: ti PHONE (DAYTIME): 05 ZO FAX NO. �(0(0' 1 �qE Email: 0- r(kb I 5 M b0 -6 5(ol -773 - �l e Dma4- Can ARCHIT/ENGINEER: ADDRESS: CITY: PHONE (DAYTROE): U BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: ZIP STATE: ZIP: 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. .w CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IM[PROVEMENTS: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. OWNEA OR CONTRACTOR SIGNATURE STATE OF FLORID _' ` ift& COUNTY OF �j 1�1 The foregoing instrument was acknowledged before me this ��day of 20 CONTRACTOR SIGNATURE STATE OF FLORID ��� COUNTY OF The foregoing instrument was acknowledged before me this day of AV 120—L, by wh ersonally known or has produced is personally known as Meatification. -lip-lim, !_ tore of Nota "� ignature of Notary a. Commission No. hl) Fi o��ii,�� Commission No. o � � F,OOadSa2,�be O��B23p6 • �° 2p 9 or has produced as identification. (Snc'��® s ayO�d� f06L �nL NOTE: TWO (2) SIGNATURES ARE REQUIRED. E e S'> ATURE MUST BE NOTARIZED. IF APPLYiN( THIS BUILDING PERMIT AS AN OWNER/BUIL THE OWNER MUST PERSONALLY APPEAR TO 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. 1- --- Adlk— OFFICE USE ONLY BP #: // 0 % Qa2 0 SECTION TOWNSHIP 3' f RANGE T d MAP NO. ZONING LAND USE LOT CVG % TAZ NO. FLOOD ZONE ' FIRM MAP # .410 /r 1ST FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 111990 After 1/1990 REQUIRED APPROVED REPORT /) HABITABLE RADON PERMIT CODE l/I AREA FEE FEE LIBRARY PUBLIC BID ( l UBIC BID PARKS I&TACT . IMPACT FEE V 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 I I ��2y RECEIVED DATE l COMPLETED INITIALS AFfERRECORDING-RI?CURNTO: r JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT SAINT LUCIE COUNTY FILE # 3621876 08i25i2011 at 08:26 AM OR BOOK 3313 PAGE 1589 - 1589 Doc Type: NO RECORDING: 510.00 PERMIT NUMBER: NOTICE OF COMMENCEMENT The undersigned hereby given notice, that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: `11 ®I' oci32' 000 2. GENERAL DESCRIPTION OF 3. OWNER INFFORMATION�:, , b. Address LS & d. Name and address of fee simple 4. CONTRACTOR'S NAM, ADD 5. SURETY'S NAME, ADDRESS (if other than PHONE NUMBER AND BOND c. interest in property 6. LENDER'S NAME, ADDRESS AND PHONE 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: , NAME, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: ' 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) , 20 �r4.�eis ,E2 Prin tN an rovide �flry's Tit' ffice Owner's Authorized Qfficer/Director/Partner/Manager State ov Mcp~ County of a s ?�A., The forWing instrument Vas acknowledged before me this day of ✓ ��i P . 20 By Y'iG(t�Ct5 r/t�51 as 0 (Ai�� (Name of person) (Type of authority ... e.g. Owner, officer, trustee, attorney in fact) (Name of party on behalf of whoa[ instrument was ex uted ers y Known Notary Public - State.of'New York NO. 01 GO6058064 �Oe1`Z(p� Q L Qualified in Nassau C un j (Printed Naof Notary Public) (Signature otarylic) fNy Comml m$Sion Expires Under penalties of perjury, I declare that I have read the foregoing an at the facts in'it are true to the best of my knowledge and belief (section 92.525, Florida Statutes). n Si e(s) of Owner(s) or Owner(s)' Authorized Of6cerMirector/Partner/Ma ager w si bove: By: CiLr • By "` %� Rev. 09130D=(Rerording) , PLANNING & DEVELOPMENT SERVICES DIVISION BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY will he using the following sub -contractors for the (Company/Individual Na/me)) project located at - Street addkefi or Property Tax W # It is understood that if -there is any change of status regarding the participation of any of the sub -contractors listed below, I will. immediately2dvise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Confractor St. Lucie County/ State of License Number Number Electrical y c' 10, Plumbing 1` HVA C/ Mechanical Roofing Gas �EFCE`>=TSE :ONLY: . PERMIT ISSUE DATE: NUMBER: 0 PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING &CODE REGULATIONS DIVISION - BtUMING PERMIT _ SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: -I--01 to �9 State of Florida Certification Number (If applicable): co-1Coryhr-OLh"Qhave agreed to be the (Company Name/IndividualName) ],�� ele&- J (fil sub -contractor for&6r) Cv,�w I'JVl u6 (Type of Trade) (Primary Contractor) for the project located at 10A-raT, 'k (Project Street Address or Pr erly 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) ORIS ARE REQUIRED S16RATURE PRINT NAME tl Business Name: Address: City/State/Zip: Phone: 71R . S 1 b . CJ 1-11 email: n1 FTC"F TTQ.R ONLV: DAT PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION F E BUILDING PERMIT - SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: �5wb y State of Florida Certification Number (If applicable): ,Jk Qn(y,�u Tlumb) nhave agreed to be the (Company Name/Individual Name) sub -contractor for(Y\ 1� (Type of Trade) U (Primary Contractor) for the project located at G ���-by- (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) ORIGWAL Name: Address: City/State/Zip: Phone: PRINT NAME DATE SE `1-1 a )-1 440 email: CIFFir", F.C.F. ONLV: Property Appraiser - St.Lucie County, FL Page 1 of 1 PROPERTY RECORD CARD Record:.- .. �CIEC�G2 Site Address: 2564 NW SEAGRASS DR 8B ParcellD: 4425-601-0032-000-5 ;Sec/Town/Range: 25 :37S :40E Account #: 119069 y _ Map Zoning: 44/25N Land Use: Condo City/Cnty: St Lucie County ' �Ownership. Description Owner. Francis X Baxter Eileen F Baxter BAYHEAD VILLAGE BLDG 4 UNIT 813 (OR 1086-2255) i Address: 100 Regent Dr Lido Beach NY 11561-4923 Date Price Code Deed Book/Page 2010 Final: 197200 Land Value: 0 Acres: UM i 7/7/1997 175000 00 WD 1086 / 2255 Assessed: 197200 Building Val ez-19320 6/23/1992 205000 00 WD 0797 / 2430- Ag.Credit: 0 Finishe rea: 1829 SgFt ! 6/1/1987 235000 00 CV 0547/2459 Exempt: 6/1/1985 190000 00 CV 0470 / 0646 Taxable: Taxes:- - 4098.65 - _._.. -- - .--- - - - ' A4UL View: Rf on RoofCover: RoofStruct: - 9% ExtType: X013 - ByheadBldg1 YearBlt: 1900 Frame: - Grade:. XBVA - BayHeadViIIA EffYrBlt: 1900 PrimeWall: BS - CB Stucco StoryHght: 0010 -1 Story No.Units: 1 SecWall: - BedRooms: 0 Electric: - PrmintWall: - FullBath: 0 HeatType: - AvgHt/FI: STD 1/28ath: 0 HeatFuel: - Prrn.Flors: - %A/C: 0 %Heated`. 0 %Sprinkled: 0 Special Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth PCAR - CondoCarport Y 1 4000 AV AV 201.01 0400-Condo N -Unit 0 0 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/prc.asp?prclid=442560100320005 6/6/2011 "bukr �Kl,' ki+duL/Vaho I y abb-K 'i:i '4yj W)rod- :JQ xu+GV�s -6952 ppovq vo"I-A -4*-VO J ( I ems) I -CS °VNPIN — Scrn CExi __]New Tffpac� PIC-0re (P6T�erie5 poi) l lvm V I ITODO mo �axkr 2564 �a°A9iQ55 Dr. V&m (1 34990 /v/XYi y YCv it, iiarjoV�I I =0 Flwk Plan St. Lucie County 'PUBLIC WORKS DEPARTMENT CODE COMPLIANCE DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-1553 Design Certification for Wind Load Compliance This Certification must be completed by the project design architect or engineer., This Certification must be submitted in duplicate with all applications for building permits involving the construction of new residence (single or multi- family), residential addition, any accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no exterior structural walls, columns or other components are being affected) and certain other minor building permits. For further assistance, please contact the Building Inspection Office at (772)462-2172. Project Name F3 xrt`Ee. P�s1DE►JCF =00-01 r 001 k � - Street Address @LISG,4 taCzeAS- 1Dep4c Permit Number P y i= L. 3y,,S o Occupancy e 11 e. Qa fl Ca�'� Construction Type Certification Statement: I certify that, to the best of my knowledge and belief, these plans and specifications have been designed to comply with the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the wind loads and forces specified by current code provisions. Design Parameters and Assumptions Used: (Please check or complete the appropriate box.) 1 Florida Building Code 20D-I_Edition with 20 Supplements and ASCE 7 " U 5 2. Building Design is: Enclosed: '-� Partially Enclosed: Open Building: 3. Mean Roof Height: Of A Roof Pitch: 0 /A Internal Pressure Coefficient: ►-'/A 4. Width of End Zone: 1 ` 3" Wind Speed: 190 mf (3 sec. gust) 5. Building Classification rTable 1-1. ASCE 7 _ O S FBC Table 1604.5 6. Wind Exposure Classification:. Adjustment Factor for Exposure & Height: 1. 0 7. Components & Cladding Wind Pressure on Roof Zone 1 �/"A 2 N/A 3 P /A PSF ."S0.0 t337 8. Components & Cladding Wind Pressure on Wall Zone 4 33.0 5-ti4.0 PSF OPY 9. Components & Cladding wind Pressure on Overhead Garage Door Q / A PSF 10. Loads: Floor N / A PSF Roof/dead N/A PSF Roof/live N i+A PSF FILE C 11. Shear Walls Considered for Structure? Yes `/ No (i f No, attach explanation) 12. Continuous Load Path provided? Yes ✓ No (if No, attach explanation) 13. Are Component and Cladding Details Provided? Yes v*' No (if No, attach explanation) 14. Minimum Soil Bearing Pressure: 01 A Presumptive: P / A By Test: PSF As witnessed by my seal, I hereby certify that the information included with this certification is true and correct, to the best of my knowledge and belief. Name: iC.(= k L_ -J Cert #: �L'y i Design Firm: Date: SLCCDV Form # 020-00 SEAL Revised 5/18/09 (CL) jl Planning & Development Services Department Building & Regulations Division ` - Product Review Affidavit Building Permit # Owners Name r 2.ra or. � El4_e-r--Q (3Applicant: Product Opening Design Pressures Product Rated D'esi n.Pressure Manufacturer Model Number Product Approval Number Glass Tvne Method of Attachment Windows Mullions 3JICc"Tr4?C.0NS GS" rnRX. t=20Cn CaeJjezS. AA r-VKD o SPAet f-vT JYarinbs Fixed Glass 45. O -y5,C7 +Cdp.O -CoO,® PGT INDOSTP,I�g �W--1©1 Os-111c�ii , 1� d-0O`'' AT 1-1e.AD es- Si1_L (dt4a. PAOt4e-aid Q t_ PCOO r. He -AD a- Z'Am$ _TALL -To Block Glass 1-4gVa IV4"EfYi$-D (PtC� taa_:1to�S). Skylights Slidin Glass Doors ty5,o -y�•� * G�O.00;O �'T WDOS� P_ aS SGD-11C9 �'083Cc ' I© 3i1�" x 2LBA4' �PCOu5 (a CAA HOB, f VLI Silll- Swing Type Doors French Doors Garage Doors Hurricane Protection Roof Ventilation j Roofing Material I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate. resistance to the wind Ioads and forces specified by current.code provisions. `- + Name: _Signature: seA Design Prof: R 2.C1-1 VT eC?'S Cert. No. 8�,-1 i Date: I �MIAMI-QADE MIAMI-DADE COUNTY, FLORIDA �♦:111i� 'METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildingcode PGT Industries FILE 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA. shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve, the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "PW-701" Aluminum Fixed Window -LMI . APPROVAL DOCUMENT: Drawing No. 4259-4, titled "Aluminum Picture Window, Impact", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision `B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. Max DLO =Width-3.75". and /or=Height-3.75". The Annealed glass to be on exterior side of laminate. 2. Max. corner distance for anchors is 8.5", except Hexagon & Octagon comer dist not to exceed 3". Max. corner distance for Nail (Integral Fin Frame) into wood substrate is 1 and max. OC spacing is 5". 3. The anchor installation shown is applicable without geographical limitation. 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 because for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 07-0418.06 consists of this page 1 and evidence sheet E-1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 08-1112.10 q(, MAMMADE COuNTY Expiration Date: February 19, 2014 W.J. 4 , Approval Date: January 08, 2009 `tip Page I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07-0418.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259-4, titled "Aluminum Picture Window, Impact", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision `B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 07-0418.06). 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading 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 along with marked -up drawings and installation diagram of alum. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3835, dated 07/18/03 and test report FTL-3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME-1300-02/04 D. QUALITY ASSURANCE l . Miami Dade /Building Code Compliance Office (BCCO). F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB", expiring on 12/11/2010. E. STATEMENTS I. Statement letter of code compliance, "No change from previous approval and "No financial interest", dated 11' 06-08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports F. OTHER 1. This NOA renews NOA # 07-0418.06 expires on February 19, 2009. ksk4AC \ . L CM1- Ishaq I. Chanda, P. E. Product Control Exa giner NOA No 08-1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 E-1 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1116" LAMI I.G. GLASS COMPRISED OF (1)'LITE OF 3/16" NEAT STRENGTHENED' GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. ?. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) 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. 3. ANCHORAGE: THE 331/3% 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, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 6. REFERENCES: TEST REPORTS, FTL-3835 & FTL-3850 SHEET GENERAL NOTES .......................... 1 GLAZING DETAILS ........................ 2 ELEVATIONS, FLANGED ............... 3 ELEVATIONS, INTEGRAL FIN....... 4 DESIGN PRESSURES FLANGED.. 5 DESIGN PRESSURES FINNED ...... 6 SECTIONS, FLANGED ................... 7 CORNER ASS'Y, FLANGED........... 7 SECTIONS, INTEGRAL FIN........... 8 CORNER ASS'Y, INTEGRAL FIN... 8 EXTRUSION PROFILES ................. 9 PARTS LIST .................................... 9 ANCHORAGE ................................. 10-12 ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000�LUMINUM DESIGN MANUAL o'l$ 7. THIS PRODUCT HAS PEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT 1 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). I F.K. 112115M3 I A I REDUCEANCHOR SPACING I 107OOHNFL 342 RIVE NOKOMIS, F134275 P.O. BOX 1529 NOKOMIS, FL W74 Visibly Better NOTES A TABLE OF CONTENTS ALUMINUM PICTURE WINDOW. IMPACT PW--701 I NTS 11 d 12 1 42594 PA06UCr RENEWED Da1d 6p� with The Fled& At pt.nce Now (jiZ•/ ExptntIm Driv Dy a )•krn W� Dkklun )UCI• REVISED noWartwUY the Florid. Robert L. Clark. P.E. PE M712 Struchaal I 1/16" LAMI GLASS NOMINAL 7/16" LAW GLASS NOMINAL 7/16 LAMI GLASS NOMINAL 3/16" ANNEALED OR HEAT 3/16" ANNEALED OR HEAT STRENGTHENED GLASS STRENGTHENED GLASS .090 DUPONT BUTACITE OR .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 7116" AIR SPACE PVB INTERLAYER 3/16" HEAT 3/16" HEAT STRENGTHENED 3/16- HEAT STRENGTHENED GLASS = STRENGTHENED GLASS GLASS 12 12 10 17 OR 21 18 OR 22 0 1 1 PRODUCT RENEWED �� �wlthWeFlodde OUTSIDE 11/16" NOM OUTSIDE 11/16" NOM 6xpintlou Date GLASS BITE j GLASS BITE Qh u - ---------------- Olvhlo" '13 2 13 1 PRODUCTREVISF.n ' 14 OR 15 14 PR 15 as mmplylog wilh The Fladds Bsldisg CW7 Aempaoace E`'°°"°°" °g By Mi&ftkftdcrWdodCoWm1 mvh 7/16" LAMI GLAZING DETAIL 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME FLANGED OR INTEGRAL FIN FRAME / (FLANGE FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) 11 ad: x": w 70701KOMIS, L 342761VE GLAZING DETAILS e 4/4N7 B NO CHANGETHIS SHEET NOXOMI3, FL 34276ALUMINUM PICTURE WINDOW, IMPACT (2l=3 A NO CHANGE MS SHEET P.0.00K 75 L Clad4 P.E. .M o,xr . Dm - - NOKOMIS, FL 34274 Visibly Better 510et "� v..e Pi1 p �' "^' pE p39T12 7114M PW-701 FUL 2 d 12 4259� B SWctursl HEXAGON FULL CIRCLE OCTAGON MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. MAX, SIZE = 60" BETWEEN FLATS OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA =19.63 SQ. FT. OR MAX. AREA = 20.71 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 $Q. FT. ELLIPTICAL. MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 S( EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. �--- 96" MAX. 48" MAX. RECTANGLE MAX, SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. NOTE: ® FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. R.w. 10707ECHNOLOGYDRNE s. .F..K 414107 .9 UPDATEANCHOR4GENOTE NOKOMIS, FL W75 FA 12H5W A NO CHANGE THIS SHEET P.O. BOX 1529 ..� p",m e); o s: Q" , nq" NOKOMIS. FL S4274 Visibly Better F.K. 7/14/03 (4b K. 3 ARCH. MAX. SIZE = 48" X 96" OR MAX, AREA = 31198 SQ. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX, AREA = 31.99 SQ. FT ALUMINUM PICTURE WINDOW, IMPACT -u core n."+o- Pw•7o1 NTS 3 a 12 4259.4 PRODUCTRENEWED ea complying wllh the Bland. Dniding Code Acceptance Na -= i12. 1.0 Eepiratlon Dxl ¢' lily By l I r L t ND.1 Divlri". PRODUCT REVISED ae eomplylog with the Florida Dukling Code Acceptance Ne 06g Eaptratlon Date Mtrrtdhet Robert Cl.dk P.E. PE #39712 Structural a HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24A7 SQ. FT. HALF CIRCLE CA/C M M!1\ A 7 OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 98 1/4" FRAME O.D. f----- 96" MAX. — 50 1/4" FRAME O.D. / 48" . MAX. 0 QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 S 451/4" MAX. DLO MAX. SIZE = 96" X 48" I- 93 1/4" MAX. DLO -i OR MAX. AREA = 25.13 SQ. FT. RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. By. D.. RexhA"": God wer.1p707FCHNO100YDml INT'Ec -JC 414107 B ADD FRAME O.D. DIMENSIONS AND UPDA7EANCHORAGE NOTE NOKOMIS, RUM ;1 r- 6 R.wwa ALUM C f7/16�03 A NO CHANGE THIS SHEET P.O. BOX 1619 Br. Dom¢ aecta" Dstc NOKOMIS, !Z 34274 Visibly Better F.K 7114103 PW-701 To A nr7!-7nrn MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT, FIN ELEVATIONS I PICTURE WINDOW, IMPACT svr• mwe w,*nw NTS 1 4 1 12 1 42594 PRODUCT RENEWED am —plying whh Die I%rida Bviding Code Aaepla"a Etptnlhw Dap 2 /C� sr Mlaml Dar Division PRODUCE Itt.v ,i:D u cumplyft with the Florida Bolding Code Aueppnte NoO - 06 Dau o09 � ereduacenha 07 Robed L Clodl, P.E. PE #39712 Stnmml TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP -TO -TIP) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/16HS) FTL-31 B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3/16HS) F•TL-31 C. 1 1116' LAM[ I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) FTL-31 D. 1 1/16" LAM[ I.G., 3/16HS, 7/16" SPACE, 7/16" LAM[ (3/16HS, .090, 3/16" 'HS) FTL-31 WINDOW GLASS WINDOW "Y" DIMENSION "X' DIM. TYPE 28.500 34.000 39.600 45.000 46.500 48.000 49.000 A,B,C,D +80.0 80.0 +80.0 1 -80.0 +80.0 80.0 +80.0 7.0 +80.0 1 -80.0 +80.0 1 -80.0 AREA 9.70 SQ.FT. 11.57 SQ.FT., 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT., 54.500 A,B,C,D. +86.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 80.0 +80.0 -80.0 +80.0 -80.0 AREA 10.79 SQ.FT. 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. 60.000 A,B,C,D +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 70.0 AREA 11.88 SQ.FT. 14.17 SQ.FT. 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ.FT. 65.500 &B;C,D +80.0 -80.0 +80.0 1 =80.0 +80.0 ' 80.0 +80.0 F =80.0 +80.0 1 -80.0 ' +80.0 1 -'80.0 AREA 12M SQ.FT. 15.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ.FT. 71:000 A,B,C,D +80.0 1 -80.0 +80.0 1 -80,0 +80.0 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 80.0 AREA 14.05 SQ.FT. 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. 76.500 A +80.0 -80.0 +80.0 80.0 +60.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 B,C,D +80.0 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.6 AREA 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. 82.000 A +80.0 80,0 +80.0 -80.0' +80.0 -80.0 +74.5 -74.5 +73.1 -73.1 +71.8 -71.8 B,C,D +80.0 80.0 +80.0 -80.0 1 +80.0 .80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. A +80.0 -80.0 +80.0 -80.0 +718.0 -78.0 -70.0 +68.4 -68.4 +67.0 -67.0 87.500 C +80.0 -80.0 +80.0 -80.0 +g0.0 80.0 t+79. -79.1 +77.3 -77.3 +75.8 -75.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 -80.0 +80.0 -80.0 +80.6 -80.0 AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -62.4 93.000 C +80:0 -80.0 +80.0 -80.0 +80:0 -80.0 +74.0 -74.0 +72:2 -72.2 +70.5 -70.5 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.6 -80.0 AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. A +80.0 -80.0 +80.0 -80.0 +71.9 -71,9 +63.0 -63.0 1 +61.5 -61.5 +60.0 60.0 96.000 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 1 +80.0 -80.0 PRODUCE RENEWED as oe.,lyieg wllh The Florida 6u1din Cods AsseFl=No £ary'raoa Dais I y gy SG a DMs1m . REVISED gwhh The RwWa NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. I�j� G✓ RewEaY. Doh Rerrebru: Aa"pUn•' , � FLANGED UNIT DESIGN PRESSURES Tew ///Y/// / r F.K. 4141D7 B UPDATE DESIGN PRESSURES PER ASTM E 130402AND NOTES. CLEAN UP TABLE I DESCRIP77ONAND HEADINGS. 10707EaWMOGYDRIVE NOKONI5. FLR-da34275 F.K. 1211&V3 7 �A CHANGENOTE 1 ANCHORING ATTHNI2 SCREWS P.O. BOX 1529 ALUMINUM PICTURE WINDOW, IMPACT s� ! Robert L Clark, P.E. n-ar FK m . 7114103 `x . Deh NOKOWS, FL OV74 VWhly getter ssr`tart PW-701 a'"` NTS 5 > 92 42594 a"� B PE 939712 Structural 0 TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7116" LAMINATED GLASS (3/16"A, .090, 3/16HS) FTL-3835 B. 7116" LAMINATED GLASS (3/16"HS, .090, 3/16HS) FTL-3835 C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) FTL-3850 D. 1 1/16" LAM] I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) FTL-3850 WINDOW GLASS WINDOW "Y" DIMENSION "X' DIM. TYPE 28.500 34.000 39.500 45.000 46.500 48.000 49.000 A,B,C,D +80.0 -80.0 +80- -80.0 +80.0 80.0 +80.0 1 -80.0 +80.0 80.0 +80.0 -80.0 AREA 9.70 SQ.FT. 11.57 SQ.FT. 13.44 SQ,FT. 15.31 SQ.FT. 15.82 SQ.FT, 16.43 SQ.FT. 54.500 A,B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 80.0 +80.0 -80.0 AREA 10.79 SQ.FT. 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. 60,000 A,B,C,D +80.0 1 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 AREA 11.88 SO. FT. 14.17 SQ.FT. 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ.FT. 65.500 ' A,B,C;p :M -80.0 +80.0 1 -80.0 +80:0 1 `-80.0 +80.0 80.0 +80.0 780.0 +80.0 -80.0 AREA 12.96 SQ.FT. 15.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ.FT. 71.000 A,B,C,D +80.0 -80.0 +80.0 -80.0 1+80.0 1 -80.0 +80.0 1 -80.0' +80.0 1 -80.0 +80.0 -80.0 AREA 14.05 SQ.FT. 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. 76.500 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 1 -79.3 +78.0 -78.0 +76.8 -76.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 -80.0 PRODUCT RENEWED AREA 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. 82.000 A +80.0 80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -74.5 +73.1 -73.1 +71.8 -71.8 B,C,D +80.0 80.0 +80.0 -80.0 1 +80.0 -80.0 +60.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 m complying with the Florlda Belding Cale AREA 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. Acceptgnalloe9-11/2. 10 Erpicatioa Daft LIqq� Lkh A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 87.500 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 .t minml Dade' WNW B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 Dlrhi"a AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. 93.000 A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -62.4 C +80:0 -80.0 +80.0 -80.0 +80.0 • -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 �R9mucrD Pba;wMilie leYa AREA 18.41 SQ.FT. 21.96 SQ. FT. 25.51 SQ.FT. 29.06 SQ. FT. 30.03 SQ.FT. 31.00 SQ.FT. Balding code Aag9twor No .0( E.0rallon Dale 2W9 A +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 96.000 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -60.6 +67.8 -67.8 Br e PmdoA Ctraltei B,D +80.0 80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 19.00 SQ.FT. 1 22.67 SQ.FT. 26.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. w.eear. 0.re: t �.m,.: c ame6ew INTEGRAL FIN UNIT DESIGN PRESSURES 1°" ALUMINUM PICTURE WINDOW, IMPACT Robert L Clerk, P.E. PE #39712 structural er F.K. a: 414107 B UPDATE DESIGN PRESSURES PER ASTM E 1300-02AND NOTES. CLEANUP TABLE 2 DESCRIPTIONAND HEADINGS. l070TE MI-00YDRNE� NOKOMIS, FL 34276 P.O. BOX 1529 NOKOMX,, FL 34274 F.K r 12HS�D3 A� CHANGE NO 1 ANCHORING WITH p12 SCREWS a W. oas awe orn: Varibly Bever °~a-Nv0e0 PW-701 NTS a 6 d 12 42594 B PK 7114103 �• 2 2.784° {�--- 2.784'r Lrc OUTSIDE 2 88 17 18 21 22 MAX. DAYLIGHT OPENING Of MAX. WINDOW WIDTH' 10 HORIZONTAL SECTION (FLANGE FRAME) 11 2 20 8 20 MAX. WINDOW I HEIGHT ALONG ALONG ENTIRE 8 JOINT n JOINT Zf SCREWED CORNER ASS'Y (FLANGE FRAME) 1 2 ��� i KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG 8 ENTIRE JOINT MAX.--' DAYLIGHT OPENING PRODUCT RENEWED ax compiYiag with the Florida Balding Cmle Accept—,. o9— Ill 2. /O INSIDE Expiration Date 21�jy ar �. mi,mi DWd Divialoa PRODUCT REVISED as compblog wily Oe ibt lm Baidlag Code Aeceptam No ratio®Dote - BT Mimm adePmOudC 2W U' a VERTICAL SECTION WELDED CORNER ASS'Y (FLANGE FRAME) (FLANGE FRAME) �' r SECTIONS & CORNER ASS'Y, FLANGED Robert L Clark, P.E. PE #39712 8W0tural r: 44V7 B NO CHANGE THIS SHEET 1070 TECHNOLOGYDNNE Nt7KOM13, FL 34275 P.O. BOX 1520 NOKOMIS, FL 34274 1Oi' ALUMINUM PICTURE WINDOW, IMPACT ea�v+uee -sn.o PW-701 HAL 7 d 1Z 425" R" B 121IW3 A� A NO CHANGE THIS SHEET Vuibly Better 7114103 p daf a,r; 2.784" MAX. WINDOW WIDTH — (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG 8 ENTIRE JOINT MAX. WINDOW HEIGHT MAX. DAYLIGHT OPENING 2.784" II INSIDE PRODUCTRENEWED as comPlYing with the Florida Buidlag Code A—ptaaae No C y;;—Ir r7 • lI Ecpiratlan Date -y— Dede � Di✓Trion PRODUCT REVISED ea cmoptying with Ike F4hh Buldfng code �'`��/=p ���',,,, 3 AccepiaocoNo-q +�,.u+6 Ea o Date 9 Rr de Peodprt D V VERTICAL SECTION WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) (INTEGRAL FIN FRAME) PZ�ff 1070 TECHNOLOGY DRIVE SECTIONS, INTEGRAL FIN B NO CHANGE THIS SHEET NOKOMIS, FL 34275ALUMINUM PICTURE WINDOW, IMPACT E. P.O. BOX IV9 PE #39T12 A NO CHANGE THIS SHEET NOKOMIS, FL S4274 Vvibly Better a.>.W-70 sow awe we me: Pw-7oy HAL 8 1 12 4259� B Structural ITEM I DWG NO. I PART # 1 4256A 64256 2 4253 64253 7 1155 781PQX 8 10 4255 64255 11 4254 64254 12 1224 6TP247 13 4224 14 15 17 18 20 4262 64262 21 22 INTEGRAL FIN -FRAME HEAD, SILL & JAMB FLANGED FRAME HEAD, SILL & JAMB #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE-MOREHEAD SM5504 ACRYL-R NARROW JOINT SEALANT OR EQUAL 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK), INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK [flu Llllyll Vl..f1VJ. JI IV f11VIYC/1LGN-.t/-,.it/1.lVI'VIVI BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3116" HEAT STRENGTHENED 1 1/16" LAM] I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3116" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 7/16" LAMI GLASS: 3116" HEAT STRENGTHENED-.090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7116" AIRSPACE - 3/16" HEAT STRENGTHENED -.090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT .0501, 975" ITEM 10, 7/16 LAMI GLASS BEAD MATL: 6063-T5 DWG NO.4255 .346" �I 975'I .050" ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MATL: 6063-T5 DWG NO.4254 1.875" 1-- .062" 2.784" '0 TECHNOLOGYDRIVE NOO2�_ P.O. GQ DOX 1519 NOKOMIS, FL =74 Valbly Bee 2.784" 2.500" .062" ---i _ ITEM 1, INTEGRAL FIN FRAME MAT'L: 6063-T5 DWG NO.4256A ITEM 2, FLANGED FRAME MATL: 6063-T5 DWG NO.4253 a.npmm EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT ww.aua.r swK awe a..sy% PW--7of HAL 9 d 12 4259-4 PRO9I7C1 IAENZWED ■a Coln llling"fth tht Tik-A". A"Idi"g Cldc AccePro"«No,g th'2. IU� EapinNoa Detey�„�g,4,7a1 Mi S a � Mind:DtleSt Y. llhid o u complying wlt► the FkwWa BekUag Cade O6 Atrepttmu IVe atiao Dn �� ePledotftCWtd� rp-Clerk, P.E. PE #39712 structural r1/4" MAX. 1 SHIM .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. 1 3/8" MIN. ®EMBEDMENT WOOD BUCK OR FRAMING —r INTEGRAL FIN DETAIL A CONCRETE ANCHOR (SEE NOTE 1) 1/4" MAX. SHIM "4 SEE NOTE 1 FOR EMBEDMENT ® 3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) WOOD ANCHOR (SEE NOTE 2) INTEGRAL FIN DETAIL B 1/4" MAX. SHIM T 1 3/8" MIN. ® EMBEDMENT I T - ;nEDx 2x WOOD BUCK FLANGED DETAIL C (SEE NOTE 3) SEE NOTE 1 FOR ® EMBEDMENT. • • ... a .: •' CONCRETE ANCHOR (SEE NOTE 1) 1/4" MAX. Tt� SHIM 1 •" . '�L— 1x WOOD BUCK • ' (SEE NOTE 3) T 3.5 KSI MIN. CONCRETE OR 1.5 FLANGED DETAIL E KSI MIN. CMU WOOD ANCHOR (SEE NOTE 2) 1/4" MAX. SHIM 2x WOOD BUCK (SEE NOTE 3) PBOWCf A4n,6;hU as complying with the llnridn Braiding Cad. Amplanc. No 69-1112.(b Eapimion Doc 0,^ aL11 M Shy Mian'��- l Mde "'� 13"I n NOTES: � �RODUGT REVWJ) awupg4,aw{trunPCwr(Aa 12��s\i: 1. FOR CONCRETE APPLICATIONS - USE ONLY MIAMI DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 1 3/8" el+acna. MIN., 5/16" ELCO TAPCONS EMBEDDED 13/4" MIN. OR 1/4" SS4 CRETE-FLEX EMBEDDED 1314" MIN. DISTANCE FROM ANCHOR TO CONCRETE 9 EDGE IS 13/4" MIN. � 1ti\%s\E2. �fto6'60 FOR WOOD APPLICATIONS - USE #12 OR#14 STEEL SCREWS (G5) OR 1/4" SS4 CRETE-FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. %%� //" , _W.. m - ft � owe,,. ANCHORAGE - HEAD, SILL AND JAMBS TM ALUMINUM PICTURE WINDOW, IMPACT R L Clark P.E. PE N39712 r• F.K. 4gPo7 8 REVlSE AND UPDA7><ANCHORAGEPFR CURRENTFSC 10707ECHNOLODYDRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS. FL 34274 F.K.Y 12115V3 A CNANGENOTE 1 AND FASTENER SPACING ann sr.w% F.K. 7114103 awmeaey wro: Y'1t61y Better nw.suarc PW-701 smn: NTS sn..e 10 1 12 m.naw 42594 n.r. B stmctural x �A�z Z D�D ZO O X O Rz-1 =O m0 0cq cn 2 � � z � . . ZNm O No v m -CD D z O� �Z m Zl� Z Km Z .i m O O z m i " 00 TO z6 z cn v cn O z y �' C 0 v gv O mm m Z = zco nZ u o i 0O� m m n �m O � y M z C m= A o= g 0 yy� O m C �r O mmD m m w CD m� O 9 �� Z k X O D O (7 8 z c n P Y e a n 5 Z -i mo_ m ilk Z� N m c z m to m O -yi O ai DD O rZM� 3 T o� zm D O O --{ zis v m Vic' ��� I �2 °o �z m a >g -� G7 C O O (n wm X °-4m�o 3� �m O m ? y ~ m z m w W� O� CnA W NOD e�,� 9DW�.e NAAAN= CBS D r- a a s G � � dg a¢ e� mmmco(yip r00mm DAvnnm �OOmm.. N in Oa f n b -fi rr X m 0 W o v cr N o w o i� O o in ANCHOR TYPE m !"' A O O O O O O b O c� O � O b O � 12 11 5/8 125/8 1111/16 103/4 1113/16 103/4 12 10 5/8 12 3/8 xNN O 7 1/2 7 1/2 7 1/2 7 1/2 7 1/2 7 1/2 7 1/2 7 1!2 7 1/2 7 1/2 -t a � � O 12 11 5/8 12 5/8 11 11l16 10 3!4 11 13/16 10 3/4 12 10 5/8 12 3/8 x N No m 10 10 10 10 10 to 10 10 10 10 -� A 12 11 5!8 12 5/8 1111/16 103/4 1113l16 10 3/4 12 105/8 123/8 m 12 1/2 12 1/2 12 1/2 12 1/2 12 1/2 12 1/2 12 1/2 12 1/2 12 1/2 12 1Y1 12 11 5/8 12 5/8 11 11/16 10 3/4 11 13/16 10 3/4 12 10 5/8 12 3/8 X N 8 1/4 8 1/4 8 1/4 8 1!4 8 1/4 8 1/4 8 114 8 1!4 B 1/4 8 1/4 N z 12 11 5/8 12 5/8 11 11l16 10 314 11 13/i6 10 3/4 12 10 5/8 12 3/8 9 9 9 9 9 9 9 8 9 9 � 'A � z 10 1/2 10 1!8 10 13/16 11 11/16 10 3/4 11 13/16 10 3/4 12 10 5!8 12 3/8 X � _ 11 11 11 11 11 11 11 11 11 11 � �' � 12 11 5!8 12 5!8 11 ti/16 10 3J4 11 13/16 10 3/4 12 10 5/8 12 3/8 X N 11 11 11 11 11 11 11 11 11 11 -< � � m � 10 1l2 11 5/8 1013/16 11 11/16 10 3!4 11 13/16 10 3/4 12 10 5/8 12 3/8 X a 11 11 11 11 11 11 11 11 11 11 � � � O 9 3/8 9 9 7/16 10 9 1/4 9 7/8 10 3/4 12 10 5/8 12 3!8 X j v o0 9 3/16 9 3/16 9 3/16 9 3/16 9 3/16 9 3/16 9 3/16 9 3/16 9 3/16 9 3116 12 11 5/8 12 5l8 11 11/16 10 3/4 11 13/16 10 3/4 12 10 5/8 12 3/8 9 3/16 9 3/16 9 3/16 9 3/16 9 3/16 9 3116 9 3l16 9 3/16 9 3/16 9 3/16 m m 10 1/2 10 1/B 10 13/16 10 10 3/4 9 7/8 10 3/4 12 10 5/8 12 3/8 x y, 9 3/16 9 3/16 9 3/16 9 3/16 9 3/16 9 3116 9 3/16 9 3/16 9 3J16 9 3/16 -t � 8 7/16 9 8 7/16 B 3l4 9 1/4 9 7/8 B 15J16 9 5/8 10 5/8 12 3/8 x � O z 11 11 11 11 11 11 11 11 11 11 �t 10 1/2 11 5/8 10 13/16 11 11/16 10 3/4 11 13/16 10 3/4 12 10 5!8 12 3/8 11 11 11 11 11 11 11 11 11 11 � � o 9 3/8 9 9 7/16 10 9 1/4 9 7/8 10 3/4 9 5/8 10 5/8 12 3/8 X a 11 11 11 11 11 11 11 11 11 11 -c 8 7/16 8 1/8 8 7/16 8 3!4 9 1/4 9 7/8 815/i6 9 518 10 518 12 3/8 X 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 112 11 1/2 -< 10 1/2 11 5/8 1013/16 11 11/16 10 3/4 11 13/16 10 3/4 12 10 5/8 12 3/8 11 1/2 11 1/2 11 1/2 11 1/2 11 112 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 8 7/16 9 9 7/16 8 3/4 9 1!4 9 7!8 10 314 9 5/8 10 5/8 12 3/B X a 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 112 11 1!2 11 1!2 11 1!2 11 1/2 � 8 7/i6 8 1!8 8 7/16 8 3/4 9 1/4 8 7/16 B 15/16 9 5/8 10 5/8 12 3/8 x 12 12 12 12 12 12 12 12 12 12 � � 10 1/2 10 1/8 10 1311611111116110 3/4 11 13/16 10 3/4 12 10 5/8 12 3/8 X 12 12 12 12 12 12 12 12 12 12 8 7/16 9 8 7/16 8 3/4 9 1/4 9 7/8 10 3/4 9 5/8 10 5/8 12 3/8 x A 12 12 12 12 12 12 12 12 12 12 < mo N n . AO z oi= m z �z z� O z m 'D T ('AT1 n 0Yr �r cni Z o-zi �m Z �m m� O Opp c1 on ;a* cn ; ZP ;a a O n L` Z O cn z C v .X m D mN Dm zz 2 Dv { v z v 0-1 m � o �� -vm{i T O z o m 2 m �D z 'n O= z vm p D� O m m D m ry m a ai m O mr ? O �0 O <� O n= O c: mv_ m c mm m Z m mp OHO m mO O O� m� r Zm n ZD DZ zv pC zm X zE mm o O z n m t I m X . I 0 W 0 co (i N o ` cn o ca O o A .fAO 0 3 x Z D r, m O ci O O ci O O ci O O i� O O i� O ANCHOR TYPE ? z n 12 11 5/8 12 518 11 11/16 10 314 11 13/16 10 3/4 12 10 51B 12 3/8 X P s = O 7 1/2 7 1/2 7 1/2 7 1/2 7 1/2 7 112 7 1/2 7 1/2 7 1/2 7 1/2 :11,o � �, 0 12 11 5/8 12 5/8 11111116 10 314 1113116 10 3/4 12 10 5/8 12 318 X " a N h m 10 10 10 10 10 10 10 10 10 10 Z, 9 3/8 10 1/8 9 7/16 10 10 3/4 9 7/8 10 3/4 9 5/8 10 5/8 12 318 X 6 1/2 6 112 6 112 6 112 6 112 6 1/2 6 1/2 6 1/2 6 1/2 1 6 112 f q 3 �L 12 Ill 5/8 12 5/8 11 11/16 10 3/4 11 13/16 10 314 12 10 5/8 12 318 X ? 12 1/2 12 1/2 12 112 12 1/2 12 1/2 12 1/2 12 1/2 12 1/2 12 112 12 112 , 8 7/16 9 8 7/16 8 314 9 1/4 8 7/16 815116 9 5/8 10 5/8 9 1/4 X z 8 1/4 8 1/4 8 1/4 8 1/4 8 1/4 8 114 8 114 8 1/4 8 114 8 114 - m D zo 12 11 518 12518 1111/16 10 3/4 1113/16 10314 12 10518 12 3/8 X?Z' 8 1/4 8 1/4 8 114 8 1/4 8 1/4 8 114 8 1/4 8 1/4 8 114 8 1/4 G° A 8 7116 8 1/8 8 7/16 B 3/4 8 1116 8 7/16 8 15/16 9 518 8 112 1 9 1/4 X w 9 9 9 9 9 1 9 9 9 9 9 < o m n 12 11 518 12 5/8 11 11/16 10 3/4 11 13116 10 314 12 10 518 12 3/8 >< 9 9 9 9 9 9 9 9 9 9 C° z 7 11/16 7 3/8 7 9/16 7 13/16 8 1116 8 7/16 7 11/16 8 8 1/2 9 1/4 X W m 11 11 11 11 11 11 11 11 11 11 t m c 10 1/2 11 518 1013116 1111116 10 314 1113116 10 314 12 10 5/8 12 3/8 X a 11 ' 11 11 11 11 11 11 11 11 11 -G � � � a 1 12 11 518 12 5/8 11111116 10 314 1113116 10 314 12 10 .5/8 12 318 X 11 11 11 11 11 11 11 11 11 11 -<� � m 6 112 6 314 6 7/8 7 7 3116 7 318 7 11/16 8 8 1/2 7 7/16 X w < 9 3/16 9 3/16 9 3/16 9 3/16 9 3116 9 3/16 19 3116 9 3/16 9 3/16 9 3/16 z 10 112 10 1/8 1013116 10 10 314 9 7/8 10 314 12 10 5/8.,12 318 X a 9 3116 9 3/16 9 3116 9 3116 9 3/16 9 3116 9 3116 9 3116 9 3/16 9 3116 < °: m O z 11 5/8 12 5/8 1111/16 10 3/4 1113116 10 314 12 10 5/8 12 318 x 9 3116 9 3/16 9 3/16 9 3116 9 3/16 9 3/16 9 3/16 9 3/16 9 3/166 H 1/4 6 5116 6 318 6 1/2 6 9116 611/16 6 7/8 7 118 7 7/16 X8 114 8 1/4 8 1/4 8 1/4 8 1/4 8 114 8 1/4 8 1/4 8 1/4 9 9 7/16 10 9 1/4 9 718 10 3/4 9 5/8 10 518 12 318 X a 11 11 11 11 11 11 11 11 11 11 � c 12 11 518 12 518 11 11/16 10 314 11 13116 10 314 12 10 518 '12 3/8 x 11 11 11 11 11 11 11 11 11 11 � 6 5 13/16 6 5/16 6 318 6 1/2 6 9116 611116 6 718 7 1/8 7 7/16 X 8 5/8 8 5/8 8 5/8 8 5/8 8 518 8 5l8 8 5/8 8 5/8 B 518 8 5/8 f 8 7/16 9 9 7/16 8 3/4 9 114 9 7/8 10 3/4 9 5/8 10 5/8 12 318 X a ll 1/2 11 112 11 1/2 11 112 11 1/2 11 1/2 11 1/2- 11 112 11 1/2 11 1/2 < 12 11 5/8 12 518 11 11/16 10 3/4 1113116 10 314 12 10 5/8 12 3/8 x 11 1/2 11 112 11 112 11 112 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 112 < 5 5/8 513116 5 13/16 5 7/8 6 1/2 6 9/16 6 11/16 6 7/8 7 118 7 7116 X 7 1/4 7 1/4 7 1/4 7 1/4 7 1/4 7 114 7 1/4 7 114 7 114 7 1/4 C W 8 7/16 9 8 7/16 8 3/4 9 1/4 9 718 10 314 9 5/8 10 5/8 12 3/B X a 12 12 12 12 12 12 12 12 12 12 < 12 11 518 12 5/8 1111116 10 3/4 11 13116 10 3/4 12 10 518 12 3/8 x N 12 12 1 12 12 12 12 1 12 12 12 12 t a a Z n$� � mr-rm---1i-4X Opprr� $z =} Om>coCDmi� 8 ,e a Omm.. vo 0 mRo = mz�� Z 0 r d 4 MIAMNDrADE MIAMI-DARE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.buildingcodeonline.com PGT Industries 1070 Technology Drive, E Nokomis, Fl. 34275SCOPE:. ✓N� 0 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA.shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Doors w / wo Reinforcements APPROVAL DOCUMENT: Drawing No.PGT0002, titled "Series 770 Alum SGD-LMI", sheets 1 through 23 of 23, prepared by PTC, LLC, dated 01/06/10, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami - Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Limitation: 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. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E-1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. IIAkME* E COUNTY NOA No. 09-0826.10 Expiration Date: February 17, 2015 Approval Date: February 17, 2010 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.PGT0002, titled "Series 770 Alum SGD-LMI", sheets 1 through 23 of 23, prepared by PTC, LLC, dated 01/06/10, signed and sealed by Robert J. Amoruso, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94. 4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94. 5) Large Missile Impact Test, per TAS 201-94 6) Cyclic Wind Pressure Loading, per TAS 203-94 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-6001, 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. 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. 2. Glazing complies with ASTME-1300-02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). 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. 05-1208.02 issued to E.I. DuPont DeNemours, for "DuPont Butacite ® PVB", expiring on 12/11/2010 . F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 08-19-09, signed by Robert J. Amoruso, P.E. 2. Letter of Lab compliance, part of the above test reports. G. OTHER 1. Test proposals No(s) 09-0177, 0177-A, B & C approved by BCCO. shaq I. Chanda, P.E. Product Control Examiner NOA No. 09-0826.10 Expiration Date: February 17, 2015 Approval Date: February 17, 2010 E-1 htIVtKAL NU I tJ: 5tKItZ5 I (U LMI SLIUINV GLASS UUUK DESIGN PRESSURE CHART GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) 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 3/16' HS GLASS WITH AN .090 DBPVB INTERLAYER. SHEETS %, 8 & 9 G4 - 7/16" LAMINATED: (2) LITES OF 3116" HS GLASS WITH AN .090 SGP INTERLAYER. G3A - 9/16" 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 - V LAMINATED I.G. 3/16" T EXT, CAP + 3/8' AIR SPACE + 7116" LAMINATED: (2) LITES OF 3116" HS GLASS WITH AN .090 DBPVB INTERLAYER. G6 - 1" LAMINATED I.G. 3/16" T EXT. CAP + 3/8" AIR SPACE + 7/16' LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SGP INTERLAYER. G5A- 1" LAMINATED I.G. 1/4" T EXT. CAP + 5/16' AIR SPACE + 7/16"LAMINATED: (2) LITES OF 3116" HS GLASS WITH AN .090 DBPVB INTERLAYER, G13A- 1" LAMINATED I.G. 1/4" T EXT. CAP + 5/16' 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. NOA DRAWING MAP SHEET GENERAL NOTES.............1 QUALIFIED CONFIG.......... 2-4 GLAZING DETAILS ............ 5-6 ANCHORAGE. . 7-15 DESIGN PRESSURE.S.......7-9 ELEVATIONS ..................... 15-16 CONFIGURATIONS ........... 17 VERT. SECTIONS..............18 HORIZ. SECTIONS ............ 19-20 PARTS LIST ....................... 21 EXTRUSIONS .................... 22-23 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 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,'FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 AND FTL-6036, DATED 8/7/09. ELCO TEXTRON NOA: 07-0425.01, 03-0225.05, ANSI/AF&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, 2007 EDITION 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. CONFIGURATIONSI SEE DP TABLES (SHEETS 7-9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 24). 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: I. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE 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. L FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5). 1/4" ELCO SS4 CRETE-FLEX MAYBE USED INSTEAD OF #12 SCREWS (PAN HEAD). 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x 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. 1. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1I8° 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 1-3, SHTS. 7-9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. i. 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, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Concrete Screw Anchorage Minimum bedmentann Minimum Edge Distance Requirements Head and Sill Jambs Concrete UnGrouted CMU Grouted CMU Type Die. MI", Emb. Min, Ed Min. Emb, Min, Ed Min. Emb, Min, Ed E—Ultm-n I'll" 1 311 2 112 1 111 2 12 1 314 2 1/2 6a" 1 314 1 1 1/4 1 114 1 9/16 1 3/4 2 112 Elco CreteFlax 556 I 1IW' 1 374 2 112 1 114 2 12 Not Recommended P4iook(Anchor Tension) P4iook Mounting Adapter (Anchor $hear) Concrete I Grouted CMU Concrete Grouted CMU Type Dia. Min. Emb. Min. Ed Min.Emb. Min. Ed Min. 6nh. Min. C-0 Min. Emb. Min. Ed _a M- Ultracan 116" 1 3/4 2 12 1 314 2 12 1 314 2 112 1 3/4 1 EI Crete Flex 334 1 114" 1 314 1 2 V2 I Not Recommended 1 1 314 1 2 112 Net Recommended P.O. BOX 1529 NOKOMIA FL 34274 Concrete Strength Requirements Type Dia, 1. Elco Ultracon 1/4' Z700 psi 6116" 35W Psi Elco Crete -Flex SS4 114" 3350 Psi Definitions: Emb. = Embedment Ed = Edge Distance Min. - Minimum CONCRETE SCREWS STRENGTHS: FyMIN. = 136KS1 Fur MIN. =177 KSI MasonryStrength Requirements Ungrounted CMU ASTM C-90 ASTM C-90 with pout oonb"Irg Grouted CMU to Sections 2105.2.2.1.2 and R609 of the F.- Wood Screws (Head, SIII & Jambs) In. Tye Mln. Emb Mln. Ed 012 Wood Screw 1 3/8" 1° Elco Crete -Flex SS4 1 3/8" 1" UNLESS OTHERWISENOTED GENERAL NOTES AND MAP SERIES 770 ALUMINUM SGD - LMI naoat"ac sox: ear. �arw sGD7m NTS 1 d 23 PGT0002 ANInaved as s 310ylu& wish Ike Florida Uxidi:tg Code Date,17,8010 NOA# 0 0 0 Mlaml Dade r-dr ,t 0oaiictl Deyl'i's'I Robert J. Amoruso, P.E. PE #49752 APPROVED CONFIGURATIONS: SEE D.P. TABLE, SEE D.P. TABLE, SEE D.P. TABLE, �r SHTS. 7-9 SHTS. 7-9 SHTS.7-9 C D I 1 , I I EE P ,ip BILE HTS. sTowl 7 15 H 13 13 DEP s{ DIP D s �o I EE SEE P. S TABLE ' T �Q� TABLE s / / s �g1 TA SHTS. / €; SHTS. S I 'S 5�1 7i9 ,5 xWl 7-9 � I S SA 7 Xp � ' XO, OX, XX, CFF I) P TARI F' XXp DP HTS. SHTS. 7-9 J C D EE O R BLE ' 1 s -I+9 + + + OXO, OXX, XXO, �;XX, OXXp,XXXp F- i gcL a N� YU (Y�tQ ! � I v X O, �(� XX XX id v `O, xxXO, OX' " `, ' `� xx, 13 13 13 13 POCKET DOORS: p CORNER, TYP. POCKET, TYP. 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, 0 SIGNIFIES INOPERABLE PANEL. R,N,,,• 1070TECHNOLOGYDRNEin-T QUALIFIED CONFIGURATIONS 'C 01105110 B PER MIAM1 DADE COMMENTS NOKCM1S, FL W75 "K aw SERIES 770 ALUM. SGD - LMI 'C 11/1&09 A PERM/AM/DADECOMMENTS NOKMS,FL13<274 "1it0ip PRFPARED BY' '� — -" ft 1br r pe1' ° ° ° °ib SOD770 NTS 2 d 23 PGT0002 B 'C OH/05/OB Approred cs ca,nptitij:g aGh tu! F'lari' rt:r�, CoOc Unee�t uRR.y 0lD Mlaml Dade F,.d M Coelrv, Dh , Dy 4 1-Lk. 6_.1.. Robert J. Amomso, P.E. PE 049752 SEE D.P. TABLE, SHTS.7-9 I J C D 13 13 I I 1 SEE V ,9DP P ,9 / 1 1 0' 0. TABLE 1 14 / / / / / ° 14 �' SHTS. s / / / / / S T Y W' o�I aaWl 7-9 1 11 , m 1 I I OXXXO, XMXO, OXXXX, XXXXX, XXXXXp " 1 SEE 90e CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE D.P. TABLE, I I I S I �I o w I Applo -duccomPtYZ�gwiti ft a o Fb�au Lydian Code TA , y l D •i a r r SI nL/Au ALL�L Lladc plm�cl Caetlol 7 a �i °sy4 wCT"� v I I OXXXXO XXXXXO OXXXXX XXXXXX. XXXXXXp 3 , 497 b : o APPROVED CONFIGURATIONS = 6 STATE OF x•waur: usn• w.�mc o.mpe.e ��E`'A.�OR�QF'��c;`� ott, ro7ortcHNOcoorowvt QUALIFIED CONFIGURATIONS SMC 0105110 B PER MWMIDADECOMMENTS NOKOMf3,FL34275 T@•' ///f/1t11t11` �' SERIES 770 ALUM. SGD - LMI SM 11HB/09 A PER MWMI DADE COMMENTS P.o.Box,B29 � wa,pe ccm: NOKOMIS, FL 34274 ® ewx` �` aw.e a'"�'°x" �b' RobertJ.Amofuso, P.E. SMC 0$/06/09 SGD770 NTS 3 d 23 PGT0002 B PE'449752 SHTS.7-9 I J 13 13 1 1 i APPROVED CONFIGURATIONS: S TA SF CFF n P TARI F SHTS.7-8 D 13 1 1 13 -E IPViAlv, BILE TS -9 s 1 9 9 Z 1 1 ,T/—MN'N"� Q ;. 1 1 15 XXXXXXXp SEE 90' CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SFF fl P TOR[ F S TA SF i SHTS. 7-9 O 3 ,3 EE ITS. 1 P PGA S R -9 / 19 / 19 / ,9 / / / / / O P S T , Approves! na complyegwlt4 tEe Fluri. Flutdingl Cude Dx,c hR�lNA I. ZOlQ Miva�m{�! gUude Yln4utt Cbc![c! By \ kw �• Tr OMXXXXO, XXXXXXXOI OXXXXXXX, XXXXXXXX, 13 3 �`O�4.Q('jrk— \�.•EN F�OG�4 XXXXXXXXp _ 49 ? * TE r. eo r roro7 cwNocoorofuvE _Q IFIED CONFIGURATIONS SMC�01:WO B PERMIAMIDADECOMMENB NOKOM14FLW275SERIES770ALUM.SGD-LMISMCO9 A PERMfAMIDADECOMMOM P.O.BOX152E _omimNOKOMIS, Fi.3427!3 DD 77o NTS 4 d 29 'PGT0002 � RobePE'k,Khk,AKt-u Lly. P' SR 752Amoruso, P.E. SMC8 EXTERIOR 202 3116" HS GLASS EXTERIOR S3/16" HS GLASS .090 DBPVB 3/16" HS GLASSr 090 SGP 3/16" HS GLASS 74 7/16" NOM. 7/16" NOM. t-t82 82 3/4"NOM. M. S GLASS $0 $Q BITE 54f 54 7/16" LAMINATED GLASS TYPES G3 7/16" LAMINATED GLASS TYPES G4 EXTERIOR 2Q3 1/4" HS GLASS EXTERIOR 205 1/4" HS GLASS .090 DBPVB 1/4" HS GLASS .090 SGP 74 1/4" HS GLASS 74 9/16" NOM. 9/16" NOM. 82 82 3/4" NOM. 3/4" NOM. 81 GLASS BITE $.� GLASS BITE APDrovwS u comptyin "Ith th Florid� "Rddlag Cod. r 2,� nL 2oro -o ; Mlf2wj owe fwdwd Coc . 7 L " I . 54 54 9/16" LAMINATED GLASS TYPES G3A 9116" LAMINATED GLASS TYPES G4A w,eaey. o"a" ww o."smR E 14F ••4 W1e Rewbu: 10707ECHNOLOGYORIVE GLAZING DETAILS1QeP per o,. NOXOMIS, FL 34275 SERIES 770 ALUMINUM SGD - LM! �ONAilmse E�, SMC 11116109 A PER MIAMI DADE COMMENTS P.O. BOX Ides nr. sr. are: ' ClrolrM a Oete: tMOMIS, FL 34274 ® �`' — - Robert J. Amoruso, P.E. sMC Ofl/Oi109 SGO770 NTS 5 23 PGT0002 A PE #49752 EXTERIOR @3116"HS GLASS 212 3/16" HS GLASS 0090 .090 DBPVB EXTERIOR SGP 3/16" HS GLASS 3/8" AIR SPACEr3/4"�NOM. 3116" HS GLASS 3/8" AIR SPACE 74 3/16" T GLASS 3/16" T GLASS 1" NOM. 83 1" NOM. 83 �79�� 3I NOM. GLASS79 BITE TRUSEAL DURASEAL SPACER--/ TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G5 55 1" LAMINATED I.G. TYPES G6 55 EXTERIOR a3116" HS GLASS 213 3/16" HS GLASS .090 DBPVB EXTERIOR .090 SGP 3/16" HS GLASSY314'�'NOM. 3/16" HS GLASS 5/16" AIR SPACE 5/16" AIR SPACE 74 1/4"•T GLASS1/4" T GLASS 1" NOM. l" NOM. 83 83 Appm dmscomptyLo2wj'uft 3/4"NOM. Wrtda ttntdtzg code GLASS noxeeu r, Zorn79 79 BITE N ml'DaG.erod�tcch,c®I TRUSEAL DURASEAL SPACER --/ TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G5A 55 1" LAMINATED I.G. TYPES G6A 55 ,1. OF maBy. om rpNOKO IS;FaL ss� S 7....LUM SERIES 770ALUMINUM SGD - LMl r. ��• SMC 11/16M' A PER MIAMI DADE COMMENTS P.O. BOX lwq NOKOMIS, FL.W74 ® Robert J. Amoruso, P.E. c,r"mmeB. o - B'""""di0 °N Be1b a"""0*' 3MC Ofl/05/09 RJA SOD770 NTS 6 d 23 PGT0002 A PE g49752 3 -69"-178 P DESIGN PRESSURE AND ANCHORAGE -UN -REINFORCED -STANDARD STILE -STANDARD ASTRAGAL TABLET. > HEAD & SILL (H&S) INIFRLOCK, STRAIGHT & CORNERASTRAGAL CLUSTER FLUS IWE MEDIATEANCHOR CITY. PER PANEL H & S, > JAMB ANCHOR QTY. >RHOOK ANCHOR CITY. Anchor Types: G3 - 7/16' LAMINATED GLASS - (3116' H.S. / PVB / 3/16' RS.) 1) '1/4" ELCO ULTRACON (FORMERLY TAPOON G3A - 9/16' LAMINATED GLASS - (1/4" H.S. / PVB / 1/4" KS.) 2) '1/4" SS4 CRETEFLD( G5 - 7116" LAMINATED LG.U. - (3/16" TEMP. / AIR / 3/16' RS. / PVB / 3/16" RS.) 3) -5/16" ULTRACON G5A - 7/16" LAMIINATED I.G.U. - (1/4" TEMP. /AIR/ 3/16" H.S.I PVB / 3116' RS.) 4) 1t12 STEEL SCREW (G5) • SEE ANCHORAGE NOTES 1 & 2 ON SHOT 1. UNIT HEIGHT 80 84 90 1, 96 NOM. PANEL FRAME Z O U O O Z O V zO g b Z p L) z ❑ S ZLzo' pWIDTH U v UO O'4NaN SIDE v - U N 1- vN N -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+1 C4+1 C4+2 24 2 JAMB 10 10 10 10 1-5- 10 10 10 10 10 10 10 10 P-HOOK 1 5 5 5 5 5 5 5 • 5 5 5 5 GLASS TYPE - 3, 3A 5, 5A +60 -60.0 +50 -60.1) +60 -60.0 +6Q -60.0 H&S C4+1 4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 30 o JAMB 1010 p5M5 10 10 10 10 10 10 10 10 P-HOOK 55 5 5 5 5 5 5 5 5 GLASS TYPE - 3, 3A 5, 5A +60 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 2 H&S C4+1 C4+1 C4+2 C4+1 C4+1 I C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 36 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 d P-HOOK 5 5 5 5 5 1 5 5 5 5 5 5 6 GLASS TYPE - 3, 3A 5, 5A +50 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 S 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 1 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 .2 P-HOOK 5 5 5 5 5 5 6 6 6 6 6 6 GLASS TYPE - 3, 3A 5, 5A +60 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 2 H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 I C4+2 C4+1 C4+2JAMB 10 10 10 10 10 10 10 10 10 [GE4+1 10 P-HOOK 5 5 5 6 6 6 6 6 6 7 7 7 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3114 SILL. Z WHEN USING THE 2 1/2' 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 2 1/2" 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. O= EXAMPLE ON SHEET 10 TABLE 1A SILL HT. VS POS. DP SILL RISE HEIGHT (+) DESIGN LOAD FLUSH 1-1/2" WA LOW 2-1/2" +46.67PSF NID 3-1/4" +60.0PSF HIGH 4" +60.0PSF SEE NOTES 1-3 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT= NOM. PANEL HEIGHT- 8.25' 90° OUTSIDE CORNER 90' INSIDE CORNER OH LENGTH } OVERHANG OH LENGTH OH OH HEIGHT HEIGHT EQUAL TO 1 0I OR GREATER ❑ SEE NOTE 3 App-od ea o°mpLyIn nit516D Fialtda BDkllag CDde D°Ge'� b yA& 17. 2D/O xaAa D _ e MDaml DLde Pm&-U Qoa W �. 1o7o7ECMMocooraRlvE DPANDANCHORAGE 7�S''� ..... SMC 011MID B PER MYIMIDADECaWEMS MOXOWS8 FL 3076 TIbL• I4�Es��NA' 1 SERIES SMC 1/H6D8 A PER MNMI DADE COMMEMS P.O. BOX 162E 770 ALUMINUM SGD - LM! Dnt"n W. SMC t» 0&v5" a w xOXOM18, FL 3427! BN.KAw� qy�; SGD77D NTS y,.¢ 7 d 23 D."eorn PGT0002 �: B Robert J.Amoruso, P.E. PE#49752 r DESIGN PRESSURE AND ANCHORAGE - UN -REIN FORCED - HEAVY DUTYSTILE -STANDARD ASTRAGAL TABLE2, > LgADB SLL (HSS) MEROCK 6 STPAGH! d M'R MASTFAGAL O.LSTERPL(S ra RJH.V+TEA=-MQTY. PE i PANIL H 3 S. >JAM3ANCHORQTY.>PHDOKAK}GRQTY. Anchor Types: G4. 7116-LAWAT®GLASS -(3(16'H.S.I SGP/3116'HS.) 1) •1!4'aCO ULTPAWN(FORMERLY TAPOON G4A-9116'LAWATEJGLASS-(1WH.S.ISGP/114- H.S.) 2) •i14'SS4 Q06FTDC G6 - 7116• LAMINATED LG.U. - (3116- TEMP. /AIR/ 3116• HS. / SGP7 3f16• HS.) 3) 'Sl16' LLTRACON G8A - 711(• LAMNATED LG.0 - (114- TE P. / AIR/ 3'16' HS. / SCP13/16• H.S.) 4) 't12 STEEL SCREW (G5) 'SEEAK7i0 GE KITES 1 d 2 ON SHEET 1. ,----.,,UNIT HEIGHT 80 90 1 96 1102 108 114 120 NOK PANEL FRAME zz pp poI 0 pp O pp O 8 p Z Z Z U 5 $ 5 3 O 55 U O 3 U 3 U sQ�❑ p Qg WIDTH SIDE 0 U U U GLASS TYPE -4,4q 8, 6A 60.0 -60.0 60.0 -60.0 60.0 .60,0 60.0 .60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 C4+1 C4+1 Cs+2 C4+1 C4+1 C6+2 C4+1 C4+1 C8+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 04+1 C4+1 C6+2 C4+1 C4+1 C8+2 24 <p JAMB 10 10 •10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 Z P-HOOK 5 5 5 5 5 5 5 5 5 5 5 5 8 6 6 8 6 6 8 1 8 1 8 8 8 8 GLASSTYPE-4,4P,6, 8A 60.0 -60.0 60.0 .60D 60.0 -60.0 60.0 .60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 1i0.0 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 06+2 C4+1 C4+1 C6+2 C4N C4+1 C6+2C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 �H&,S_ AMB10 10 10 1010 10 70 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 HOK 5 5 5 5 5 5 5 6 5 5 5 5' 8 6 B 6 1 6 1 6 8 1 8 1 6 6 1 6 1 8 GLASSTYPE-4,4g6,8A 60.0 -60.0 60.0 -60.0 60.0 .60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 HSS C4+1 C4+1 C6+2 C4+1 C4+1 CB+2 C4+1 C4+1 CB+2 04+1 C4+1 CB+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 1 C6+2 C4+1 C4+1 C6+2 36 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 P-HOOK 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 7 7 7 7 GLASSTYPE-4,4g6,6A 60.0 -60.0 60.0 .60.0 80.0 -50.0 60.0 -60.0 60.0 .60.0 60.0 .60.0 .0 60.0 -60.0 HSS C4+1 C4+1 C6+2 C4+1 C4+1 CB+2 C4N C4+1 CB+2 C4+1 C4+t CB+2 C4+1 C4+1 C8+2 C4+1 C4+1 C6+2 1 CB+2 C4+1 C4+1 C6+2 42 2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 M1_4C4+1 12 12 a RHOOK 5 5 5 5 5 5 8 6 6 6 6 8 8 6 7 7 7 7 8 8 8 8 GLASS TYPE -4,4q 6,6A 60.0 -60.0 60.0 .60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 .0 60.0 -60.0 @ SS C4+i C4+t CB+2 C4+1 C4+1 CB+2 C4+1 C4+1 C8+2 C4+1 C4+1 C6+2 C4+1 C4+1 CB+2 C4+t C4*1 C6+2 1 C8+2 C4+1 C4+1 C6+248 JAMB 10 10 10 10 10 10 10 10 10 10 1010 12 12 12 12 12 12 12 12 12 12�PH -HOOK 5 5 5 6 8 8 6 8 8 7 7 7 7 7 7 8 S 8 8 9 8 9 GLASS TYPE-4, 4q 6, GA 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0-60.0 C H&S 2 C4+2 C4+2 C5+2 04+2 C4+2 C5+2 C4+2 C4+2 C5+2 54 gp JAMB 10 10 10 10 10 10 10 10 10 6 8 6 s s 7 7 7 7 Z P-NOOK PANELS OVER 48" WIDE NOT AVAILAB LE OVE R 96"HIGH GLASS TYPE -4,4q B, 6A MC5+22lC4+2lC4+2lC5 60.0 -60.0 60.0 -60.0 -60.0 HSS +2 C4+2 C4+2 CS+2 C4+2 C4+2C5+ C4+2 C4+2JPMB 10 10 10 10 10 10 10 P-HOOK 6 8 6 7 7 7 7 7 8 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3 1/4" SILL. 2. WHEN USING THE 2 1/2" 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, 3.21/2", 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 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. O= EXAMPLE ON SHEET 10 TABLE 2A SILL HT. VS POS. DP SILL RISE HEIGHT (+) DESIGN LOAD FLUSH - 1-12' WA LOW-2-12' +46.67 PSF NM - 3-114' + 60.0 PSF HIGH-4" +60.0 PSF SEE NOTES 1-3 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 -8.26" AppMr d W coMOAQg Ilth tM rWrtcla llwdL Code tsose7/xuria / a j+ OH LENGTH �{ NO-5 o MpW(aIw� Diode rroft t c461 OVERHANG By 1�9n ti OH LENGTH OH OH HEIGHT uutnb HEIGHT EQUALT01 ����t�Q�.•••C•EN-9;�0'4� OI OR GREATER O �• 0: • �'� SF•, qG �� ' �l0Ll SEE NOTE 3 s, c 011000 B PERMLWDAOECOMWEM 1070NOKOMIOLOO RIVE ra ,,..., ..,...,,,,... AONA1-�``�0, R^*a� D•r^� SERlES770ALUMlNUMSGD-LM! �o+nutlu►�` SMC f1/160Y A PER MlAMl DADECOMMENJ9 P.O. BOX f34274 wemar. o.r cn.raa Cer• NOXOMIS, FL 31 ��� �,. ,pi„c on•eanb. nr RobertJ.Amoruso, P.E. snlc DBv�ros SOD770 NTS 8 a 23 PG7b002 B PE p49752 L D E L3 P DESIGN PRESSURE AND ANCHORAGE- UN -REIN DUTY ASTRAGAL TABLE3. > HEAD & SILL "S) NTERLOCK, STRAIGHT& CORJE RASTRAGAL CLUSTER PLUS INMI EIATE ANCHOR OTY. PER PANT H & S, >JAMSANCHORCITY. >P-H00KANM-0ROTY. Anchor Types: G4-7/16- LAMINATED GLASS -(3/16'HS./SGP/3/1VH.S.) 1) -lWELC0LLTRA00N(F0RMzLYTAP00N) G4A - 9/16- LAMNATED GLASS - (1/4' H.S. /SGP/ 1/4" RS) 2) '1/4' SS4 aMlB-FLEX G6-7/16'LAWATElI.G.U.-(3/16'TENP./AIR/3/16'RS./SGP/3A6-H.S.) 3) •6/16-U.TRACON GSA -7/16'LANMTEDI.G.U.-(1/4' TEMP. /ARl3/16'H.S./SGP/3/16'H.S.) 4) V12STEELSaM(G5) • SEEANCHORAGE NOTM 1 & 2 ON SHEET1. UNITHEIGHT 80 84 90 Be pp Op p p NOM. PANEL FRAME O z 4 O z O z 4 O z O WIDTH SIDE U U 55 U S S U v S O U N +" � V N N � •.� (V N r � '7 N N � 'V N GLASS TYPE • 4, 4A 6, 6A 90.0 -90.0 90.0 -90.0 90.0 -90.0 80.0 -90.0 06+2 C8+2 C6+2 C6+2 C6+2 C6+2 C8+2 C6+2 C6+2 C6+2 C6+2 C67+2 24W10 E 10 10 10 10 10 10 10 10 iD 10 10 5 5 5 5 5 5 5 5 6 6 6 6 GLASS TYPE-4, 4A 6, 6A 90.0 -90.0 90.0 - -90.0 90.0 -90.0 90.0 -90.0 a H&S C8+2 C6+2 C8+2 C6+2 06+2 C6+2 C6+2 C6+2 CB+2 CS+2 I C6+2 C6+2 30 JAMB 10 10 10 10 10 1 10 10 10 10 70 10 10 d` P-HOOK 6 6 8 6 8 1 6 6 6 7 7 7 7 GLASS TYPE-4, 4A 6, 6A 90.0 .90.0 90.0 -90.0 90.0 .90.0 90.0 -90.0 r H&S C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 06+2 C8+2 C6+2 C6+2 C6+2 36 JAMB 10 10 10 10 1 10 1 10 11) 1 10 10 i0 10 10 a` P-HOOK 6 8 7 7 1 7 1 7 7 1 7 8 8 8 8 GLASS TYPE-4, 4A 6, 6A 90.0 -90.0 90.0 .90.0 90.0 -90.0 90.0 -90.0 H&S 06+2 C6+2 1 08+2 C6+2 C6+2 I C6+2 C6+2 CS+2 C6+2 C6+2 C6+2 C6+2 42 }t JAMB i0 10 10 10 10 10 10 10 10 1O 10 10 a P-HOOK 7 7 7 7 7 8 e e 8 9 9 9 GLASS TYPE-4, 4A 6, 6A 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 H&S CB+2 C6+2 C6+2. C6+2 C8+2 CS+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 48 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 a P-HOOK B 1 8 8 8 B 1 8 e 1 9 9 10 1 10 1 10 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. 2. WHEN USING THE 2 1/2" 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 3.2 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 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. TABLE 3A SILL HT. VS POS. DP SILL RISE H]GHT (+) DESIGN LOAD FLUSH-1-1/2" WA LOW - 2-12" + 46.67 PSF NM - 3-1/4" + 60.0 PSF HGH - 4" + 90.0 PSF SEE NOTES 1-3 90" OUTSIDE CORNER 90" INSIDE CORNER OH LENGTH } OVERHANG OH LENGTH OH OH HEIGHT HEIGHT EQUAL TO 1 OOI OR GREATER 1.4-1%11\7.1 d-4: JOM. PANEL WIDTH -7' NOM. PANEL HEIGHT - 8.25" App` ed as wmpb�uivft i a FWida 9ddin6 Curio gyq��c / to NOAi! 01-08 Mlacepl q8adt a/tt�C¢rttol D1 5N C Inh 1 OF DPANDANCHORAGE � an EO:--:\�� ar R.,ms B PERMLIMIO.IOECOMMEWS f0707ECHNOLOOYORNE NOKOMIS, FL 34276 SMC lln� W.Rem 01AM0 SERIES 770 ALUMINUM SGD - LMI SMC --- A PERMLIMIOAOECOMMENIS P.O. BOX 1519 -N Ib1tebe1Po' �" 0 w. SMC m4 06VJ5109 a 0- NOKOMIS, FL 34274 ® SG0770 TS 9 123 PGT0002 B RobertJ. Amoroso, P.E. PE #49762 4, . ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1)1/4" ELCO ULTRACON (FORMERLY TAPCON) - 2) 1/4" ELCO SS4 CRETE-FLEX 3) 5/18" 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 8" MAX. INTERLOCK - ASTRAGAL INTERIOR THOSE AT THE HEAD AND SILL 3'S" CENTERLINE SEE CLUSTER DET., SHT. 11 CENTERLINE 8" MAX. - — - — - — - — - — - — - — - — - — - — - — - — 8" MAX I "BETWEEN CLUSTERS OR THOSE -�• TYP IBETWEEN A CLUSTER AND A ° 4.051° ° a FRAME JAMB OR P-HOOK. 2.04" 4.051" I o 0 0 r 3.5" ­4 Imo-- 3.5' —+1 ' 1 24" MAX. O.C. 3.5" !EXAMPLE OXX ANCHORAGE PLAN: C4+ 2 HEAD & SILL ANCHORAGE (3 PANEL 2-TRACK EXAMPLE SHOWN) _ (14) ANCHORS TOTAL TYP (3) PANEL, 48" x 96" DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4'IN WOOD SUBSTRATE EXTERIOR ------------------------------------------- SEE TYP. JAMB CLUSTER C4+2 & CORNERS = (20) ANCHORS TOTAL AT HEAD AND AT SILL DETAIL BELOW SEE CLUSTER. 2 C4 2 C4 2 C4 2 DETAILS, SHT. 11 1 I ^ I . , /i jil, F-T 24x T—INTERLOCK MAX. CENTERLINE O.C. • 3.5" TYP. EXTERIOR 6" SEE NOTE_ BELOW (7) P-HOOK 14" ANCHORS 6" YIAX• �• • x x MA 10°X. • 3" X x x MAX. x x x x x x 6" M. • • AX x = FRAME ANCHORS x 21 MAX. • • • = P-HOOK • • ANCHORS X • • 3 MAX. % • r1AX. 10'MAX • , xx xX xx x x% xx x x 6' M, I "24" MAX. O.0 L8" MAX.. TYP. X. (10) . ANCHORS ).C. PER JAMB (SEE SHEET 13 FOR CLUSTER O.C. SPACING X. 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, r INTERLOCK CENTERLINE SHT. 11 8" MAX. I I I 4.051" 0 0 ° t\ MIN. \ i O:C. 3.5" 2.04" FOR DETAILS NOTE: SEE DETAILS S &TON SHEET 14 &DETAILS . TYPICAL JAMB ct usTER SEE CLUSTER DETAILS, SHT. 12 M. N.O. P. O & R ­1 a ",., — ..o xc MnD o_unnie AW'Wnas w."vd"• 1070 TECHNOI.OGYDRNE ANCHORAGE SPACING & EXAMPLE Pb PEA MWMIDAOECOMMENTS NOKO. IS,Bq FL 84275 SERIES 770 ALUMINUM SGD - LMI PER MIAMI DADECOMMENTS P.O. BOX 1642 ® s S=77 ew, s l a .V. "n. NOXOM/S, FL 34274 SGD770 NTS 10 n 23 PGT0002 Appmcd n aompb•p %itA 16• ®lend• 041128 Coda pia ebxrwa r9 oro NOA# O - Miaml Dale Prvdaa ee.nd Dh Dy,_ H vl r * III rE OF PE #49752 P.E. v r• " t INT-------------ASTRAGAL — j---------------- -----ASTRA--- LC 1 INTERLOCK I I INT. �—INTERLOCK CENTERLINE j i I CENTERLINE j 3.5 1.75 3.5 I I I j 4 51. 1 i c- 2.040 1 j 1 2-TRACK. ASTRAGAL / INTERLOCK 2-TRACK. ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C4 ANCHOR CLUSTER - C5 m,TRAZ;ALbw ------------------- I INTERLOCK INT. CENTERLINE- I I --'-I 3.5 � I j I I I I I I j 4.0721 5.369 i I 1 3-TRACK. ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C4 ANCHOR CLUSTER -05 INTERLOCK INT. CENTERLINE I 1.75 3.5 i 2.040 __ RA____ ____4_.0_5_72____ I-TCK. ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C4 ANCHOR CLUSTER - C5 INT. INTERLOCKv CENTERLINE 13.5 I 1.75 4.051 2.040 IQ 1 0,o--r i 1 ANCHOR CLUSTER - C6, INTERLOCK CENTERLINE I- 7 ANCHOR CLUSTER - C6 INTERLOCK CENTERLINE ANCHOR CLUSTER -Ce NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. � `�S�aCe°1it5gn 1= p py4Y 8Y ou� r+.qe rb.►ee �, E -'.10 1870 n CHNOLOOYDWE ANCHORAGE, EXAMPLE CLUSTERS ',,,cc: •. O R Iva se7ss SMC PMM SERIES 770 ALUMINUM SGD - LM.! �ON A�NG 1f/f8L9 A lAMaAMCOMMENTS P.O. 80X fS2S a.�mry: ate a 1]Yr NOKOMIS, PL 34274 B °iA" " s""` a"7 Robert J. Amwuso, RE SMC O$TR✓08 8GO770 !VT$ 17 -23 PGT0002 A PE#49752 EXT •TRACK. 90° OUTSIDE CORNER SH X 90° INSIDE CORNER SIMILAR (f ANCHOR CLUSTER -C4 2.04 I NT. 3.889 j (RACK. 90° INSIDE CORNERS 90° OUTSIDE CORNER SIMILE ANCHOR CLUSTER - C6 USED FOR C5 AND C6 NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. b 1 i w m `WMtibi �' 3,889 swas Code Z e a 1,7 2p iv i NOMin - EXT. Drd. P'.daHdWW I I I 2.04 I II II II 11 D to I •' 3-TRACK. 90° OUTSIDE CORNER SHOWN, 4-TRACK, 90° INSIDE CORNER SHOWN, 3-TRACK, 4-TRACK,90* OUTSIDE CORNER (OPPOSITE) SNMES 4 r C 6 ANCHOR CLUSTER REQUIRED GB ANCHOR CLUSTER RIMILAR REQUIRED • �C E N3F' AT ALL 3-TRACK CORNERS AT ALL 4-TRACK CORNERS �� �� G Q� 0 0 49 2Ii' O a.mer o�: R.w�onr T� TA E ��[¢+ eP ro: rmwb,c 10707ECNNOLOGYDRIVE ANCHORAGE EXAMPLE CLUSTERS � �� o R %off= 0B PERM"DAOECOMMEWS NOKOMIS, rz s z7sSERIES _ '9MC A PER MIAWDADE COMMEMM P.O. BOX 1629 770 ALUMINUM SGD - LMI,��A;,�sMC raftRobillil" ]1ZIt NOKOMIS, FL 34274 ® s n.waar SOD770 earsi.ew..wra NTS 12 a 23 PGT0002 n.:SMC8 B ao, P.E. 2 1/16" O.C. 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 SEE CHART, SHT. 1 ONCRETE SEE CHART, SHT. 1 1"MIN. 2 1/16" O.C. 2 1/16" O.C. TYP E.D. TYP. 1"MIN. 2 1/16" O.C. TYP. E.D. TYP. TYR EXT. ;..+,.. .,.i :. ., •��•:' �.�;�`.:• �:';."•'•''".�.' 1 _ 1 3/8" MIN. EXT. I �, i .,• • SEE CHART L i 0 13/8"MIN. SHT.1 114" 1/4" r EXT. L O MAX. MAX. J 1/4" 1/4" r SHIM SHIM MAX. MAX. J WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 SHIM SHIM Ems' 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 21/16" O C TYP SEE ANCHOR NOTE 3, SHT. 1 (1/4" MAX.) SEE ANCHOR SEE ANCHOR NOTE 5 SHT. 1 NOTE 5 SHT. 1 �'�" = (1/4° MAX.) (1/4° MAX.) ONCRETE EXT. n 1 3/8" MIN. EXT. 1° MIN 21/16" 1 3/8" MIN. ;' •"•w •• ,`.'i.;j;; • SEE CHART E.D., {,•• i O.C., TYP. TYP. °' •': • : ""• :.; A: O.C., SHT. 1 2x WOOD BUCK 1" MIN :::.. ; , ;...•;:::: •. DETAIL E. 2-TRACK FRAME SILL 2 1/16" TYP., E.D., SEE CHART, SHT. 1 WOOD INSTALLATION SEEANCHOR 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 SANCHOR NOTE 1, SHT. 1 21/16" O C TYP 1" MIN NOTE 5 SHT. 1 TYP. ! (114"MAX.) F I-C7H7 ONCREiE 127—WI-1 ��� �affr__ 13/8"1MIN. EXT.t;"i`.:�.''' 2 1116" O.C., TYP. DETAIL H. 3-TRACK FRAME SILL CONCRETE, CONCRETE INSTALLATION E CONCREl- - - DETAIL J, 4-TRACK FRAME HEAD CONCRETE INSTALLATION SEE CHART SHT. 1 SEE CHART, SHT. 1 1ART F. 1 / EXT. �� J� UR T UW.�tl p T WOODOD ANCHOR TYP., SEEEE ANCHOR NOTE 2, SHT. 1 DETAIL I, 4-TRACK FRAME HEAD WOOD INSTALLATION i WOOD BUCK TYP., WOOD ANCHOR TYP., SEE NOTE 3, SHT. 1 SEE ANCHOR NOTE 2, SEE ANCHOR SHT, 1 NOTE 5, SHT. 1 (1/4" MAX.) . . . . . . . . . . 4e I 1 3/8" MIN. ' 21/16" O.C., TYP. 1" MIN EXT. E.D., DETAIL K. 4-TRACK FRAME SILL TYR WOOD INSTALLATION OHN, FL 3Y42 RIVE NOKOMI3 NOKDoe" P.O. Soxtdse SERIES 770 ALUMINUM SGD - LM! NOWMIS, FL 3Q74 sr".t �vrn SOD770 NTS 13 d 23 PGT0002 Appr—d d somplft-It9 tha Florida Saul cods pIU c NOAA D - Mi.d Do& fYtdtri E Robert J. Amoruso, P.E. PE #4752 CONCRETE ANCHOR TYP., SEE NOTE 1, SHT. 1 ONCRETE SEE CHART 21116" O.C., TYP. SHT. 1 SEE ANCHOR 1/4" MAX. SHIM - �1 F� f 1 1/4" MAX. SHIM 2'�" NOTE 5, SHT. 1 SEE CHART EXT. I I I r ; J ;v:•; SEE CHART (1!4" MAX) SHT. 1 SEE CHART EXT. •rr:' t. ' SHI. 1 SHT. 1 CONCRETE I • :: , :: ,.: i, 4.051" I• •.fa 'r~.L'yI ••in,-. , .J.• ?ti� ANCHOR21/16" �ti •: • 21/16" .. TYP., SEE 9_�Y; •, 1� :.: .: �.t.:' �;' •9-r.:, i• ' O.C., MIN. EXT. • : ... ., : fit. , ..... .. .. O.C., TYP. ; �'%; ANCHOR .1 ` i O.C. -I SEE CHART, SHT 7 •`/, •...r NOTE 1, 3.5" DETAIL L. 4-TRACK FRAME SILL SHT. 1 ' ;1=, TYPICAL JAMB CWSTER FOR DETAILS CONCRETE INSTALLATION CONCRETE M. N. o, P. CZ 8 R ANCHOR 1 318" MIN. 1" MIN. TYP., SEE 114° MAX. SHIM —+1 —�j 1 3/8- MIN. ANCHOR r ASONRY DETAIL P. 2-TRACK FRAME JAMB r +,' CONCRETE INSTALLATION EXr. I 1/4' MAX. SHIM NOTE 1, EXT. I I SHT. 1 WOOD WOOD ANCHOR ANCHOR 1" MIN. +' `•` �`�`� SEE CHART SHT. : "�.,' 1/4" MAX. SHIM —�1 Fri 1 TYP., SEE TYP;, SEE ' : "• I I I ANCHOR ANCHOR NOTE 2. 21/16' DETAIUO,4-TRACK CONCRETE :" •' ' SEE CHART FRAME JAMB ANCHOR NOTE 2, SHT. 1 SHT.1 .�•.n, SHT. 1 O.C., TYP. CONCRETE INSTALLATION TYP„ SEE + •• t.• 2X WOOD 1 3/8" MIN. ANCHOR A BUCK 1/4° MAX. SHIM NOTE 1, SHT. 1 2 1l16" •' SEE EXT. .: O.C., TYP. ANCHOR / NOTE 3, DETAIL N, 2-TRACK FRAME JAMB 21116" I 1" MIN. SHT.1 O.C., TYP. WOOD INSTALLATION ;� •.y' ::;,• ...;. WOOD ANCHOR 2X WOOD BUCK i i r•, SEEANCHOR SONRY ANCHOR ANCHORR NOTE 2, 21116" NOTE 3, SHT. 1 DETAIL R, 3-TRACK FRAME JAMB DETAIL M. 4-TRACK FRAME JAMB SHT. 1 O.C., TYP. CONCRETE INSTALLATION WOOD INSTALLATION WOOD FRAMING SEE CHART, SHT. 1 P-HOOK MOUNTING ADAPTOR 1 318" MIN. P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN ANCHORS LOCATED MID-SPAN BETWEEN P-HOOK Oo ;'; ' "'' •: BETWEEN P-HOOK Approved®mmpgdvyMWtka INSTALLATION ANCHORS �.•; .\Y,..: ., ... DETAIL Q, 3 TRACK FRAME JAMB '• . , INSTALLATION ANCHORS FforUm BediioQ Chia WOOD INSTALLATIONONCRETE/MASONRY ''`' : : •'' (GROUTED BLOCK ONLY) °ite 3�0 p, . 1 3/4" MIN. •• ; '^•`'�, SEE CHART, 1"MIN. 11/4"MIN. :•,:�+..;•,;,; ;'°.;`.; SHT.1 E.D. TYP.' r WOOD ANCHOR {o{{{{nup SEE ANCHOR NOTE 2, SHT. 1. SEE ANCHOR NOTE 2, SHT. 1. EXT. ,�pQ�•.• 2.693" MIN. ANCHOR QTY. FROM TABLES ANCHOR QTY. FROM TABLES �. �, • �C E NS'•. q +� F •':GcP EXT. 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 1-3, SHTS. 7.9 PERTAIN TO THIS ANCHOR LOCATION, ���0�� • No 49752 ', 2.683" MIN. * f R{t DETAIL S. P-HOOK DETAIL T, P-HOOK a� 61 _ WOOD INSTALLATION CONCRETE INSTALLATION , z E i . m r. ® ANCHORAGE DETAILS O ,'�+SS/O*111-1 NALEa�`�,, Robert J. Amoroso, P.E. PE #49752 • SMC �: 01A7S/10 B PER MIAMI DACECOMMENTS f0707ECNNOIOGYDftIVE NOXOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 SERIES 770 ALUMINUM SGD - LMI SMC 7//Ifl�UB ate: A PERM14MIDADECOMMENTS °"'�'�bOeC SGD770 SL: NTS '91eO� er""MpNi 14 s 23 PGT0002 B sM Dameros WOOD FRAMING 1 3/8" MIN. P-HOOK MOUNTING ADAPTOR SEE CHART, SHT. 1 -CONCRETE! MASONRY P-HOOK MOUNTING ANCHORS LOCATED MID -SPAN (GROUTED BLOCK ONLY) ADAPTOR ANCHORS BETWEEN P-HOOK �.:':`'r; :'':•-.r LOCATED MID -SPAN INSTALLATION ANCHORS .. , •.:.•..,,•, ,.,, r:",:.,, BETWEEN P-HOOK ;�%�:•; 'e:.;': ,,, ;�';.;� •' INSTALLATION ANCHORS =•' •• .:,* :;�.:: Vie': ,� SEE CHART, 1" MIN. 1 3/4" MIN. 1 1/4" MIN.•'' , SHT. 1 E.D. TYP. `I � ''•• ,' WOOD ANCHOR SEE ANCHOR NOTE 2, SHT: 1. SEE ANCHOR NOTE 2, SHT. 1. ANCHOR CITY. FROM TABLES ANCHOR CITY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, THIS ANCHOR LOCATION, 2.693" MIN. I 2.693" MIN. DETAIL MM. P-HOOK FOR BOX RISER DETAIL NN, P-HOOK FOR BOX RISER WOOD INSTALLATION CONCRETE INSTALLATION DETAIL'V', SHT. 18, ANCHORAGE DETAILS'N e / &'C', SHT. 13 9 r� DLO WIDTH = NOM. PANEL WIDTH - 7' _�DETAIL'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• r 'SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES II6'------- - 6-_____`-91 PANEL Op PANEL PANEL PANEL III TYPE al TYPE 11 TYPE TYPE 'A' o n 'QS' i 'AS' 'K' ua la II I l a l a 1 1 III 1 0 h a l III i 11 i aI na la of u o u ou SEE II a e u 9a ne ao as NOTE III l o n SHT. on of 15 6'dnnnnnnnn36nn=neon! I SMCI 11/f9/D9 I A I PERm4mi toECOMMENT9 I '0 TECHNOLOGYORIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 ) X 1.50" PH SMS PANEL CORNER DETAIL /-DETAIL'EE', SHT.19, #8X 1.00, ANCHORAGE DETAILS'N' PH SMS (OPTIONAL) &'P', SHT.14 �DETAIL'BB', SHT. 19 EXT. r- DETAIL'KK', SHT. 20 FRAME CORNER DETAIL HORIZONTAL SECTION B-B ANCHORAGE DETAILS / EXAMPLE ELE o. SERIES 770 ALUMINUM SGD - LMI --k smn• src on.`oroa SGD770 NTS 1 15 - 23 PGT0002 Applmed d ooe7phdot;� the F:ee►'7e Rulc'Jog Code Buse 41ORY / NOAI}�pgsb•7n MFami Dade Rwtse/x WIYII By lS� c . Llaw �•a �i� OF 6 Robert J. Amarueo, P.E. PE 049752 I DETAIL -CC', BHT. 19� ,.,/—DETAIL'BB', BHT. 19 NOTES: ` I _DETAIL'FF', BHT. 19, v IDETAIL'V', BHT. 18, DETAIL'EE', BHT 19 ANCHORAGE DETAIL'N' & ANCHORAGE P', BHT. 14 ANCHORAGE DE, AIL BHT. 14 DETAILS W &'P', BHT. 14 & C', SHT. 13� PANEL PANEL PANEL PANEL TYPE .TYPE TYPE TYPE R' 'L' 'D' 'A' M E SEE D NOTE TAB 3 a � a O X X X AX. T. E P ES i 1. SEE BHT. 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" 3. (1) LOCK (ITEMS 70 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. III A 1I1 � 0 II lam0 IIIP..__�- mee.8 u PANEL i! PANEL PANEL " A TYPE II TYPE TYPE o 'CS' i i QS' W A al M i! E A al n .A SEE p TAB a 0 11 A n u 11 NOTE 3 16s---__aI. DETAIL'U', BHT. 18, f L SEE FRAME & ANCHORAGE DETAILS'E' XX-90* CORNER-XX (2 TRACK PANEL CORNER OXXX (2 TRACK) &'G', BHT. 13 90°OUTSIDE CORNER) - EXAMPLE CONSTRUCTION DETAILS BHT. 15 EXAMPLE DETAIL -CC', BHT. 19 f DETAIL'BB', SHT, ZDETAIL'DD', SHT. 19, v DETAIL 'AA', BHT. 19, � ANCHORAGE DETAILS'Q' ANCHORAGE DETAILS'S' & T, &'R', BHT. 14 BHT. 14,'MM' &'NN', BHT. 15 TAI DETAIL W, BHT. 18, ANCHORAGE DETAILS'B' &'D', BHT, 13 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE I W,L, M. ,F I I POCKET iAx' P h j UNDER SEPARATE! APPROVAL! 3LES SEE NOTE LI �3 O X X X -----�"Al OXXXp (3 TRACK RIGHT POCKET) DETAIL W, BHT. 18,E EXAMPLE ANCHORAGE DETAILS'F' & W. BHT. 13 I SWCI 71n&W I A I PERM"DADECOMMEM I NOKOMIS, FL 34275 P.O. BOX 1S29 NOKOMIS, FL 34274 DETAIL'V', BHT. 18, ANCHORAGE DETAILS W i &'C', BHT. 13 r I �DETAIL'EE', BHT. 19, ` ANCHORAGE DETAILS'N' &'P', BHT. 14 AX. T DETAIL'BB', BHT. 19 E P i LES DETAIL'JJ', BHT. 20 INT. a -� EXT. DETAIL'U', BHT. 18, HORIZONTAL SECTION A -A ANCHORAGE DETAILS'E' &'G', BHT. 13 DETAIL'BB', BHT. 19 IK�DETAIL'HH', SHT. 19, ANCHORAGE DETAILS 'M' DETAIL T, SHT.18, &'0', BHT. 14 ANCHORAGE DETAILS T &'J', BHT. 13 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'M' 'F' T' W MA fBE HI DF SEE TABF NOTE X X X X ES DETAIL T', BHT. 18, XXXX (4 TRACK BY-PASS) ANCHORAGE DETAILS'K' EXAMPLE BHT. 13 &'L', BHT. 14 EXAMPLE ELEVATIONS n� SERIES 770ALUMINUM SGD - LMI aroxte.e awe m..e a..aoln SGDM NTS f6 M 23 PGT0002 MIL W Approval m mmp�vW& e F fade MZero NOA0 o Dads Pt- Mb-d Daotlati DITBy¢�I mO Rabert J. AQ, P.E. PANEL LETTER PANEL LETTER NOTE: ASTRAGAL 1. SEE DP TABLES FOR P SINGLE FIXED LCCKSTILE IN PANEL WIDTH & INTERLOCK LCKSTILE (BOXH+I APPLICABLE ASTRAGAL & SINGLE INTERLOCKS. R FIXED SINGLE A �j LCKSTILE INTERLOCK LCKSTILE INTERLOCK /tj// T ASTRAGAL FIXED LCCKSTILE CS CORNER SINGLE RECEIVER INTERLOCK (earouq our T AS _ FIXED Sc SINGLE CORNER INTERLOCK RECEIVER IN LCCKSTILE (SOKM Q INTERIOR S FIXED ASTRAGAL /i C Q CORNER SINGLE LCKS77LE INTERLOCK (ALL PANEL TYPES) LCKSTILE OUT ("Ours EXTERIOR S FIXED ASTRAGAL S Q SINGLE CORNER LOCKSTILE LOCKSTILE IN INTERLOCK (BOX IN) L CT � /� C�CORNER AS SINGLE RECEIVER INTERLOCK INTSINGLEERLOCK (Bo)fouq LR ASTRAGAL S/ SINGLE NER INTERLOCK RECEIVER INTERLOCK orCEIVER ► (OUT) N ASTRAGAL SINGLE CI SINGLE INTERLOCK IN INTERLOCK LOCORNER CKSn E (Box oun C ASTRAGAL /C CORNER LocicsntE 1NSINGLE IN lNTERL CK (BOX IN) SINGLE SINGLE C r CORNER CKSFIXET RECEIVER LOCKSnLE B INTERLOCK INTERLOCK r FC - �11 R FIXED CORNER LOIXED E RECEIVER F NTERLCK INTSINGLE ERLOCK INTERLOCK E SINGLE SINGLE p p SINGLE FIXED INTERLOCK LCCKSTILE INTERLOCK INTERLOCK K SINGLE LCKSTILE R/ \ FIXED SINGLE LOCKSTILE INTERLOCK APPm'-d Pwn "fth'y° IINTERLOCKQ Flo oidiu6� � U ASTRAGAL LOCKSTILE RDA! Mta¢�mJ1lu�gqD2'be� ta0.+r Ou9 ONT � By 1C4 •'r�lJ�t>J� U ASTRAGAL LOCKSTILE IN (BOX IN) yylt1t�11J1� A SINGLE LOCKSTI .� A �; INTERLOCK 00�Q;••�GEIVg �.9Gi�e SINGLE LCKSTILE O OS •,*: D INTERLOCK _*; _ D: J LCCKSTILE ASTRAGAL our E 'Iv: (eoxoup c.•olvuoe '• ����� BBre1 BY• fMc R•vYbL' 1070TECHNOLOOYDRNE NOKOMIS, FL al2T5 1�nT PANEL TYPES O R yQP:: B^*"^ P.O. BOX 152E NOKOMIS, FL SI274 SERIES 770 ALUMINUM SGD - LMI Rooert J. Amoroso, P.E. pE #49752 n•.ee/: 3MC °'°'' 11/!e'D7 wnWmc A PER MIAMI OADE COMW&WS scDno °� NTS N"� 17 d 23 a'w'oM' �^' PGT0002 A B ne v oem: SMC 08105AT9 RA I] SILL RISERS OPTIONS 19 1 EXT 1.567' FLUSH BOX SILL RISER 1s EXT. 1.58T FLUSH FLAT SILL RISER DETAIL FIXED PANS' SHOV E DETAIL 'U' FIXED PANEL SHOWN 23 21 7 EXT. 9 2.555" LOW BOX SILL RISER 20 2.555" EXT. LOW FLAT SILL RISER 3.305" EXT. j MEDIUM BOX SILL RISER 22 3.305. EXT. MEDIUM FLAT SILL RISER FIXED PA SHO PAN 24 aEXTERIOR INTERIOR (ALL VERT. SECTIONS) 4.055" 2 EXT. 112 EXT. 45 52 51 � 53 HIGH BOX SILL RISER 53 52 51 I 25 DETAIL'LL' SCREEN 48 AT HEAD 48 47 c EXT. 112 4.055• 2 DETAIL'MM' SCREEN EXT.��—j AT SILL HIGH FLAT SILL RISER DETAIL'Z' WN Approved n comgft who d6 G Cale D� 69 NGAd MWoil Prodx/l C�bHni EXT. Cnn 72 OR 73 ion I L.1KK� r „ li I•ii i�y� ,o IIIIno 113 �,�`q spmEs EnhISF 5 @�: a L 1 DETAIL'Y' VERTICAL SECTION DETAILS OF SMC a1Ns^la B vER MWA9OADE CQIWEMS NOl.O. BQ F131271 „ sw 11/1&W mwe= M Po �� SERIES 770ALUMINUM SGD - LMI ,a NOKOMIS, FL 34274 ® eNoake�t 8p Robert J. Amoruso, P.E. SMC W105109 RJA SGD770 NTS 1B d 23 PGT0002 B PE i148752 STANDARD ASTRAGAL UC I AIL'LL HEAVY DUTY ASTRAGAL AND STILES 14 5 80 OR 61 103 113 16 DETAIL'EE' 5 80 OR 61 E i AT MIDSPAN DETAIL'DD' (FIXED PANEL) 4 INTERIOR (ALL HORIZ. SECTIONS) ID EXTERIOR 60 OR 61 N w14 5 00 OR 61 5 17 113 106 105 DETAIL'HH' AT MIDSPAN DETAIL'FF' (FIXED PANEL) ATJAMB 00 Appcond m mnplyL6a Mth 1A R"I'd UpWw Cute Dn1sj ! ZOID NOA-Al M1.4 Dade rm"oll Ca- s ohblea ur- I AIL nA •• cp DETAIL 'GG' (FIXED PANEL) 'ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHTS. 7-9 FOR DP (PSF) ASSOCIATED WITH STILE anaey: m% RMJua• o..ep•.s � e� .TE OF . !!/� f07NOKOMS FL V275 � P.O. SOX f51S AMOMIS, FL 34274 ® HORIZONTAL SECTION DETAILS '�i�j�V�S: � R 1 �`P G•\?�` �.IJ�NA�'l\,��` Robert J. Amoruso, P.E. PE; 49752 SMC OfPoYfO p 8 ` PER MWMN7DE COUVENTS 1eM SERIES 770ALUMINUM SGD LM! �3MC rvrcvs R°A°" POU"UM40ECOMMENB D,erner wt, 08/OS/1 Gbube . RAJ Ds so077D NTS 19 m 23 PGT0002 H 5 7 11 DETAIL'JJ' (90° OUTSIDE CORNER, 2-TRACK SHOWN) I SW I 11/laW I A I PERMIAMIOADEOOMMEHTS I rO 7ECHHOLOGYMVE HOKOM3, FL 34275 P.O. B0 1528 HOKOM'd IL31274 11 7 5 (90° INSIDE CORNER, 2 TRACK SHOWN) SERIES 770 ALUMINUM SGD - LMI .1..atrtt errs Rwe C.r�Yel4a SGo770 NTS 1 20 d 23 PGT0002 Appmved = empbft wM1b lYOAB Mindppads P11u@�t Owm�l By Lao I • e .L 49752 .O Robert J. Amoruw, P.E. PE #49752 ITEM PGT D,vg. # PGT. # Descri AppmttaI es mciPfYkS wlfi the CyaA'a Quited p69°m1�r5@xt By l Ltl+ O:' r l�'•.G�i �• No 49752 O' .*" II*� NOTE: ALL ALUMINUM = 6063-T6 T 10 N xCHNOLOOMIA FLYDDRWE RT. PARTS LIST �'�ies�ONAL suc �olnzvlo �B PERMAMID4DECOAIMENTS SERIES 770ALUMINUM SGD - LMI S5f0 fU1"9 A PERMLIMfaWEC1OAM1ENTS P.D. BOX 1528 NOKOMIS, FL 34Y74 RobertJ. Amoroso, P.E. ore ner mb? cnana n a S~Ax ei..e NTS 2f a 23 a..xara PGT0002 wr. SMC 0&)7tS/09 RJA SGD770 8 PE#49752 ption 1 17308 617306 2-TRACK HEAD 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 3 17309 617309 &TRAGIC HEAD 4 17312 617312 47RACX HEAD 5 17314 817314 FRAME SCREW COVER 6 17317 617317 FRAME HEADIJAMB ADD -ON 7 17304 617304 2-TRACK SILL 8 17301 817301 2-TRACK SILL WITH SCREEN RAIL 9 17307 617307 3-TRACK SILL 10 17310 617310 4-TRACK SILL 11 17313 617313 FRAME SILL TRACK INSERT 12 17315 617315 FRAME SILL SCREEN ADD -ON 13 17316 817316 FRAME SILL SCREEN END ADD -ON 14 17305 817305 2-TRACK JAMB 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 16 17308 617308 3-TRACK JAMB 17 17311 617311 4-TRACK JAMB 18 17322 617322 SILL RISER - 0 19 17319 617319 SILL RISER - 0 HOLLOW 20 17321 617321 SILL RISER -LOW FLAT 21 17318 817318 SILL RISER - LOW HOLLOW 22 17355 617355 SILL RISER -MED FLAT 23 17354 617354 SILL RISER -MED HOLLOW 24 17320 817320 SILL RISER -HIGH HOLLOW ' 25 17323 817323 SILL RISER -HIGH FLAT 28 17333 617333 POCKET DOORP•HOOK 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 26 17334 617334 POCKET DOOR P•HOOK MOUNT 29 17335 617335 P-HOOK COVER 30 17348 617348 POCKET DOOR P-HOOK FOR BOXRISER OPTIONAL PARTS (NOT SHOWN IN DRAWING) 40 4319 612258 SCREEN SIDE RAIL -LOCKSTILE 41 7LOCKWGSK SCREEN LOCKSEi 42 41818 SCREEN KEEPER SPACER SET 43 8152 88152 SCREEN INTERLOCK ADAPTER 44 4428 84428 SCREEN DOUBLE INTERLOCK 45 4317 612258 SCREEN TOP RAC 46 4318 812257 SCREEN BOTTOM RAIL 47 668 7SRAZ STANDARD ROLLER 46 868 7SRAX STANDARD ROLLER - ST. STL. 49 4344 64344 SCREEN ASTRAGAL 50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 51 1692 61892 SCREEN SPLINE-.165 52 1694 61694 SCREEN SPLINE-.150 53 61816C20 SCREEN CLOTH 54 1725 1/2" % 4" % 1116' SITTING BLOCK 55 1726 F.X4" X 1116" SITTING BLOCK 202 GLASS 7/18 LAMINATED FTGHi PVB 203 GLASS 9/16 LAMINATED Hi -HT PVB 201 GLASS 7118 LAMINATED HT -HT SGP 205 GLASS 9118 LAMINATED HLHT SGP ITEM PGT Dry. # PGT. # Description 60 17325 617325 PANEL STILE 61 17326 617326 PANEL STILE (HEAVY DUN) 62 17327 617327 INTERLOCK ADAPTOR 63 1225 BTP248 VINYL BULB WSTP. -TWN (INSIDE INTERLOCK) 64 1729 71729 SILL END WEATHERSTRIP PAD 65 17328 617328 INTERLOCK SCREW COVER 87 17329 617329 ASTRAGAL 68 17339 617339 HEAVY DUTY ASTRAGAL 69 17324 617324 TOP &BOTTOM RAIL 70 17350 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED) 71 1895 71695 1 112° X 1" X3/4° HIGH FIN SEAL DUST PLUGS 72 8153 78153X TANDEM ST. STL ROLLER•ASSY. 73 8153 78153N TANDEM NYLON ROLLER ASSY. 74 SILICONE DOW 899 OR 995 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE 78 71032X1FPFX 1110.32X1"FL. SS SCREW WI TYPE"F"TIP 77 7103239 10.32 STEEL ZINC U-NUT 78 17358 617358 3+16 & 1/4 OGEE BEAD HORIZONTAL 79 17357 617357 1"IG BEAD HORIZONTAL 80 17359 617359 7l16 BEAD HORIZONTAL 81 17360 617360 9'16 BEAD HORIZONTAL 82 1224 6TP247K VINYL BULB WEATHERSTRIP 83 IGTAPE 112"X 1f16" SINGLE SIDE ADHESIVE TAPE FOR IG BEAD 100 8052 g8052 ROLLER ADJ. HOLE PLUG 101 72087 JAMB BUMPER 102 1698 71696 DUST PLUG 103 8186 78186X 1" KEEPER 101 653 7SOKEEP SCREEN LOCK KEEPER 105 17344 617344 FIJED PANEL CLIP- 8" LONG 106 17352 617352 EXTERIOR FUND PANEL RETAINER 107 1739 71739 HANDLE KIT- INTERIOR RAISED WITH THUMB TURN 108 1740 71740 HANDLE KIT- RAISED EXTERIOR HANDLE 109 1731 78162SN HANDLE KIT- RECESSED INTERIOR WITH THUMB TURN 710 1732 78178 HANDLE KIT- RECESSED EXTERIOR PULL 111 710X1r1PPSDAX #10 X3/4" PH. PN. TEK - S.S. 112 1235 87516 WSTP, X.170-FIN SEAL 113 1712 64068 .1B7 X.230 FlNSEAL 114 710X115PPX #10X1112" 115 710XaPT #tOX1° 116 T20X1X #1420 X 1" ST. STL. 117 720X112X #14-20 X 1.5" ST. STL. 118 17336 617338 CORNER RECEIVER 119 11337 617337 OUTSIDE CORNER ASTRAGAL 120 17338 8117338 INSIDE CORNER ASTRAGAL 210 GLASS LAMINATEDIG 3118T-7116 LAMINATED HT4iT PVB 211 GLASS LAMINATEDIG 114T-7116 LAMINATED HT -HT PVB 212 GLASS LAMWATED IG 3I18T • 7116 LAMINATED HT -HT SGP 213 GLASS LAMINATED IG 114T- 7N6 LAMINATED HT -HT SGP I � jam- 0.718" �{ 1.050" 0.325" I 0.062" sss0.0I50.779" 0.062" ���JJJ 0.264" 0.752" 0.289" 0.050" 0.080" 1.003" 0.757 0.050" INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD (SINGLE) SILL TRACK GLAZING BEAD O.G.) FIXED PANEL CLIP (65) MATL:6063-T6 (5) MAT'L:6063-T6 (78) MATL:6063-T6 01)MAT'L:6063-T6 (79)MATL:6063-T6 (105)MATL:60 AW 3.802" 0.752°13--l-JF 1.163" 0.885" 0.233" 0.062" P-HOOK SCREW COVER 0.080'� (29) MATL:6063-T6 H� " 0 080" 7-0.062" i 1.8E 0.709" 1.162" !!11 Illll� - 0.550" 1.739" FIXED PANEL RETAINER INTERLOCK (106) MAT'L: 6063-T6 (62)MATL: 6063-T6 1.645" 2.304" 0.062" IL 0.796" P-HOOK MOUNTING ADAPTOR (28) MATL: 6063-T6 P-HOOK FOR BOX RISER HEAVY DUTY ASTRAGAL 3,802^ STANDARD ASTRAGAL (30) MA7L:6063-T6 STST MATL: ASTR6 (68) MATL: 6063-T6 4.125" 4' 4' 0.574" j� - � 0.062" i 0.075 0.062" 1.304" 1.6" 0.133" 1.6" P-HOOK (26) MATL: 6063-T6 I = 3.125" ( • 3.25" STANDARD STILE 3.125" TOP/BOTTOM BOTTOM RAIL (60) MAT'L: 6063-T6 (69) MATL: 6063-T6 1.872" HEAVY DUTY STILE 0.232" (81) MATL: 6063-TB 0.750' 0.750" 1 019" 0.062" -� 1.467' SCREEN STILEI ' 0.232 0.062" 0.062" (40)MATL:6063-T6 A®'�"�� 0.750" FLUSH FLAT SILL RISER 0.232" ` Toro (18) MATL: 6063-T6 NOAu ' 0.232" nfti,d rcoaac: wmdl 0.062" 4.055" 3.305" F7 3.955'0.906° 2.555" 0.062" T 2.455" 3.205' 1 � �1 �7" �.��`� DAMES A ��i� 0.062" 0.062" �� 0.062" �II� Q: 9752 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 (24) MATL: 6063-T6 (23) MAT'L: 6063-T6 (21) MATL: 6063-T6 (19) MATL: 6063-T6 (20) MATL: 6063-T6 (22) MATL: 6063-T6 (25) MATL: 6063-T8 � -d;- mroe11" ma wnwc 1oxoTic�C O31P75� .°` ... �S,S,,;�.,-���`�� F" "° • 1; SERIES 770 ALUMINUM SGD - LM! '+q,�NA� suc rmsno A' PERMLLM/DALEWA(MENTS ro.eoxaa2e n-armBy: p"d asave , wa: NOXOMlB,FLSlT74 ® w �'' �"��NO �"' Robert J.Amoruso,P,E. SMO INS�p r:,JA so�no NTS 1 22 s 23 PGT0002 A PE #49752 8.562" 1.505" 0.080" 4-TRACK SILL (10) MAT'L: 6063-T6 6.526" 1.505" 0.080" 3-TRACK SILL (9) MATL: 6063-T6 R 991" j+- 1.045" 1.993" 0.062" f SCREEN TOP RAIL (45) MAT'L: 6063-T6 I-� 0.875" 1.993" L-; : 0.062" SCREEN BTM. RAIL (46) MATL: 6063-T6 I 1.505" LL_JL�I�I� 1.211" 0.080" 1.36" 2-TRACK SILL W! SCREEN TRACK (8) MAT'L: 6063-T6 4.49" 0.081" 1.505" 0.080" 2-TRACK SILL (7) MAT'L: 6063-T6 I+-- 5.069' --�{ 0.081" 2-TRACK HEAD (1) MAT'L: 6063-T6 6.198" 1.211" 0.081" 2-TRACK HEAD Wl SCREEN TRACK (2) MAT'L: 6063-T6 7.105" ks 0.081" 3-TRACK HEAD (3) MAT'L: 6063-T6 9.142" Ff ts-0 n � UZI 4-TRACK HEAD 0.081" (4)'MA7L: 6063-T6 5.621" f 1.6" 1.4 ]� 4" INSIDE CORNER ASTRAGAL (120) MATL:6063-T6 nnem OUTSIDE CORNER ASTRAGAL (119) MAT'L:6063-T6 '07ECNMOLOGYDMM NOKOMIS, FL 34275 P.O. BOX 1=9 NOKOMIS, FL 34274 1.03' 2.893" 0.080, 2.826" CORNER RECEIVER (118) MAT'L:6063-T6 SGD770 7.105" 3-TRACK JAMB (16) MATL: 6063-T6 --y 1.36" 0.08l" 5.069" 2-TRACK JAMB (14) MATL: 6063-T6 4-TRACK JAMB (17) MAT'L: 6063-T6 NS 0 AL UMINUM SGD - LMI �. si"e a"wvx. NTS ' 23 a 23 PGT0002 18" 2-TRACK JAMB W1 SCREEN TRACK (15) MAT'L: 6063-T6 ApproWd es wo:WAS-Hh" Cade Bae NOAo - Atumf TE Robert J. Amowso, P.E. FORM 11OOA-08 FL.ORI A ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of -Community Affairs -Residential Per-formance Method A Project Name: BAXTER Builder Name: Street: City, State, Zip: ST. LUCIE.COUNTY, FL, Permit Office: Permit Number: Owner: Jurisdiction: '^ L CPy Design. Location: FL, Fort Pierce y s 1. New construction or existing New (From Plans) 9. Wall Types(1627.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Intlnsul, Exterior R=4.2 1627.50 ft2 b. NIA R= ft2 3. Number of units, if multiple family 1 c. N/A R= ftz 4. Number of Bedrooms 3 d. NIA R= ft2 5. Is this a worst case? Yes 10. Ceiling Types (1883.0 sqft.) Insulation Area 6. Conditioned"floor area (ft2) 1883 a. Under Attic (Vented) R=19.0 1883.00 ft2 b. N/A R= ft2 7. Windows(253.0 sgft.) Description Area c. NIA R= ft2. a. U-Factor: Dbl, U=0.55 Z5300'ft2 11-Ducts S HGC: SHGC=0.60 HGCor: a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 376.6 ft2 b. NIA ft2 SHGC: 12. Cooling systems c. U-Factor: NIA ft2 a. Central Unit Cap: 34.0 kBtu/hr SHGC: SEER: 13.5 d. U-Factor: NIA ft2 13.-Heating systems SHGC: a. Electric Heat Pump Cap:-24.0 kBtu/hr e. U-Factor: N/A ft2 HSPF:9.2 SHGC: 14.'Hot water systems 8. Floor Types (1883.0 sqft:) Insulation Area a. Electric Cap: 50 gallons a. Slab=On-Grade Edge Insulation R=0,0 1883.00 ft2 EF: 0.99 b. NIA R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits WHF; Pstat Total As -Built Modified'Loads: 32.60 �A Glass/Floor Area: 0.134 Total Baseline Loads: 38.97 I hereby certify, that the plans and specifications covered;b �J' Review of the plans and by thisy -V14E IS74 adz�.enq, this calculation are in compliance with the Florida Energ�v .e specifications covered calculation indicates compliance !` ,la,`•�„ ° Code. Ll a µ with the Florida Energy Code. Before is , ' , iAw"'d •.� PREPARED BY�C-� _ DATE:--- construction completed this building will be inspected for Section 553.908 compliance with I- hereby certify thafithisbuilding, as designed, i� in compliance Florida Statutes. • •!h �av�a� iJ� .• with the Florida Energy Code.�Dt* OWNER/AGENT:- BUILDING OFFICIAL: _ --- DATE: DATE: - - Compliance requires certification by the -air handier unit manufacturer that the air -handier enclosure qualifies as certified factory -sealed in accordance with N111O.A.3. 7/13/2011 12:51 PM EnergyGaugeO USA - FlaRes2008 Page 1 of 5 a ENERGY PERFORMANCE r R}O`.. ?-t ti A r NCt" _.. LEVEL a'.a 5 ' L (EPU., r 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. Contlitioned tloor'area'(ft2) 7. Windows— Description a. U-Factor. Dbl, U=0.55 SHGC: SHGC=0.60 b. U-Factor: NIA New (From Plans) 9. Wall Types Single-family a. Concrete Block - Int lnsut, Exterior b. N/A 1 c. N/A 3 d. N/A Yes 10. Ceiling Types 1883 a. Under Attic (Vented) b. N/A Area c. N/A 253.00 ft2 ffi2 SHGC: c. U=Factor. N/A ft2 SHGC: d. U=Factor. N/A ft2 SHGC: e- U-Factor: N/A ft2 SHGC:. 8. Floor Types Insulation -Area a.=Slab-Oh-Grade=Edge insulation R=0:0 1883.00 ft2 b.:N/A .R= -12 c. N/A ..R= .ft2 Insulation Area R=4:2 1627.50 ft2 R= ft2 R= ft2 R= ft2 Insulation Area R=19.0 1883.00 ft2 R= ft2 R= ft2 11. Ducts a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 376.612 12. Codling -systems a. Central Unit Cap: 34.0.kBtu/hr SEER: 1.3:5 13. Heating systems a. Electric Heat Pump Cap: 24.0 kBtu/hr `HSPF:'92 14.-Hot water systems a. Electric Cap: 50 gallons 'EF: 099 'b. -Conservation features -None 15. Credits WHF, Pstat certify that this home -has complied with the Florida -Energy Efficiency Code forBuilding Construction`through the-above,energy-saving features -which Will'be'installed (or exceeded) in this:home"before fnaf'inspection. Otherwise, a new EPL Display Card will be com 'feted based on installed Code compliant features. Builder Signature: Address `of:Vew Home: Date: City/FL Zip: *Note: The home's,estimated-Energy-Performance Index -is only-availablethrough the EnergyGauge USA - FlaRes2008-computer-program. 1. This- is. not a Building Energy Rating. If your Index is -below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the'Energy Gauge Hotline.at (321) 638-1492 or see the Energy -Gauge web site at energygauge.com-for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for -Building Construction, contact -the Department of Community Affairs:at (850) 487-1824. **Label required by Section 13-904:4:5 of the Florida -Building, Code, Building, or Section 82.1.1 of Appendix G of the Florida -Building Code,"Residential, If -not DEFAULT. EnergyGauge@ USA = FlaRes2008 PROJECT Title: BAXTER Bedrooms: 3 Adress Type: Street Address .Building Type: FLAsBuilt Conditioned Area: 1883 Lot# Owner: Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: Yes PlatBook: Builder Name: Rotate Angle: 180 Street: Permit Office: Cross Ventilation: No County: ST. LUCIE Jurisdiction: Whole House Fan: Yes City, State, Zip: ST. LUCIE COUNTY, Family Type: Single-family FL, New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp ; Design Location TMY Site Zone 97.5 % 2.5 % Winter 'Summer Degree Days Moisture Range FL, Fort Pierce FL—ST LUCIE—CO—INTL 2 39 90 75 70 722 62 Low FLOORS # Floor Type Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge lnsulatio 181 ft 0 1883 ft2 0 0 1 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area. Color Absor. Tested Insul. Pitch 1 Hip Composition shingles 2040 ft2 0 ft2 Medium 0.96 No 0 22.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic ` Vented, 300 1883 ft2 N N CEILING # Ceiling Type _R-Value Area Framing Frac _ Truss Type_ J 1 _ _^ UnderAttic.(Vented) 19 1883 ft2 0.11 Wood WALLS Cavity Sheathing Framing Solar # Omt Adjacent To Wall Type R-Value Area R Value_V Fraction _ Absor. 1 N=>S Exterior _ _ Concrete Block - Int Insul 4.2 408 ft2 4.2 0 0.75 2 S=>N Exterior Concrete Block - Int Insul 4.2 408 ft2 4.2 0 0.75 3 E=>W Exterior Concrete Block -.Int Insul 4.2 405.75•ft2 4.2 0 0.75 4 W=>E Exterior Concrete Block - Int Insul 4.2 405.75 ft2 4.2 0 0.75 7/13/2011 12:51 PM EnergyGaugeJ USA - FlaRes2008 Page 2 of 5 # Ornt Door Type Storms U-Value 1 E=>W Insulated None 0.460000 _Area _ 21 ft2 WINDOWS Orientation shown is the entered orientation (=>) changed to Worst Case, / Overhang # Omt Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 E=>W Metal Double (Tinted) Yes 0:55 0.6 N 24 ft2 2 ft 0 in 0 ft 0 in HERS 2006 None 2 W=>E Metal Double (Tinted) Yes 0.55 0.6 N 40 ft2 2 ft 0 in 0 ft 0 in HERS 2006 None 3 W=>E Metal Double (Tinted) Yes 0.55 0.6 N 112 ft' 8 ft 0 in 0 ft 0 in HERS 2006 None 4 E=>W Metal Double (Tinted) Yes 0.55 0.6 N 48 ft2 8 ft 0 in 0 ft 0 in HERS 2006 None 5 S=>N Metal Double (Tinted) Yes 0.55 0.6 N 16 ft2 2 ft 0 in 0 ft 0'in HERS 2006 None 6 S=>N Metal Double (Tinted) Yes 0.55 0.6 N 4 f12 2 ft 0 in 0 ft 0 in HERS 2006 None 7 S=>N Metal Double (Tinted) Yes 0.55 0.6 N 9 ft' 2 ft 0 in Oft 0 in HERS 2006 None INFILTRATION & VENTING — Forced Ventilation — Run Time Fan Method SLA CFM 50 ACH 50 ELA. EgLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036� 1778 6.30 97.6 183.6 0 cfm 0 cfm 0 0 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER:13.5 34 kBtu/hr 1020 cfm 0.75 sys#0 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 9.2 24 kBtu/hr sys#0 HOT'WATI=R SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.99 50 gal 60 gal 120 deg None 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 # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 376.6 ft Attic 94.15 ft Default Leakage Interior (Default) (Default) % 7/13/2011 12:51 PM EnergyGauge® USA - Flakes2008 Page 3 of 5 + TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Jan [X Feb Feb ]] Mar Xj Mar IX Apr rXI A r Xj ] IX Ma MaY [Xj Jun (X] Jun X] Jul EX] Jul Xj f Xj Au Au[X] [Xj Se Sep rXI Oct OctX�Nov IX Nov IXXI DecHeatin Dec Ventin X Jan [X Feb Lx� X]] Mar . Apr Xj may Kj Jun [X] Jul [XI Aug jXj Se Oct X Nov X Dec 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) 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 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 7/13/2011 12:51 PM EnergyGaugeO USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: PERMIT #: ST. LUCIE COUNTY, FL, ry INFILTRATION -REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REiQUIRtMENTS Pula EP.CIi PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s..ft-door area.. Exterior & Adjacent Walls N1106.AB.1.2 Caulk, gasket, weatherstrip or seal. between-, windows/doors & frames,surrounding wall, foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors N1106.AB..1.2 Penetrations/openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame -floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION`. Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi -story Houses N1106.AB.1.2 Air barrier on perimeter of floor cavi between floors. Additional Infiltration refits N1106:AB.1.3 Exhaust fans 'vented to outdoors; dampers; combustion space heaters comply-withldFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES. (Must be met or -exceeded by all residences:) COMP0 ENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.ABC.3 Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas N111.2.AB.2.3 Spas& heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Heat pump pool heaters shall have a,minimum COP of4.0. Shower heads N1112.AB.2.4 Waterflow must,be restricted to no -more than.2.5 gallons per minute at'80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and. plenum chambers. shall be mechanically attached,: sealed, insulated. and. installed in accordance-wiith the criteria of Section N1.1-10.AB. Ducts in unconditioned attics: R-6 min. insulation. -HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each -system. Insulation N1104.AB.1 Ceilings -Min: R-19. Commonwalls-frame R-11 or CBS R-3 both N1102.13A.1 sides: Commonceiling'& floors RA1. 7/13/2011 12:51 Pill EnergyGauge® USA - FlaRes2008 Page 5 of 5 • - - Project Sul"�`9'ma Job: lfillrl ht�ot'« J Date: 13 JULY 2011 Entire House By- PAULNS ENERGY, INC. r e . -E; ��:"+.•`=e e .fie r� S w E§ _ p� ;t �?.;`'x��.r'•, For. BAXTER Notes: 3 .+u.. � _. Weather Fort Pierce, FL, US Winter Design Conditions Outside db Inside db Design TD Heating Summary Summer Design Conditions 42 OF Outside db 70 OF Inside db 28 OF Design TD Daily range Relative humidity Moisture difference Structure 19093 Btuh Ducts 3310 Btuh Central vent (144 cfm) 4416 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 26819 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heatingg Cooling Area (ft') 1883 1883 . Volume (ft3) 16944 16944 Air changes/hour 0.38 0.20 Equiv: AVF (cfrn) 107 56 Heating Equipment Summary Make Trane Trade XL1.200 WEATHERTRON Model 4TWR4036C1 ARI ref no. Efficiency Heating input Heating output Temperature rise Actual airflow Air flow factor Static pressure Space thermostat 9.2 HSPF 36600 Btuh @ 470F 29 OF 1153 cfm 0.051 cfm/Btuh 0 in H2O 90 OF 75 OF 15 OF L 50 % 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 21221 Btuh Ducts 1916 Btuh Central vent (144 cfm) 2366 Btuh Blower 0 Btuh Use manufacturers data n Rate/swing multiplier 0.95 Equipment sensible load 24228 Btuh Latent Cooling Equipment Load Sizing Structure 4359 Btuh Ducts 1989 Btuh Central vent (144 cfm) 5995 Btuh Equipment latent load 12344 Btuh Equipment total load 36571 Btuh Req. total capacity at 0.70 SHR 2.9 ton Cooling Equipment Summary Make Trane Trade XL1200 WEATHERTRON Cond 41WR4036C1 Coil ARI ref no. Efficiency 11.5 EER, 13.5 SEER Sensible cooling 24220 Btuh Latent cooling 10380 Btuh Total cooling M600 Btuh Actual air flow 1153 cfm Airflow factor 0.050 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.67 Printout certified byACCA to meet all requirements of Manual J 8th Ed. e� -4 1- wrii91-ets®€t^ Right-SuRe® Universal8.0:02 RSU12886 2011-Jul-1312:45:20 AGO' C:NsersWearcetDocumentslWrightsoRWACtBAXT.ER:nfp Calc=MJS Front0corfaws: W Page + - wrightsoft- Load Short Form Entire House Job: Date: 13 JULY 2011 By: PAULA'S ENERGY, INC. -60 SWEIVA For. BAXTER Htg Clg Infiltration Outside db (°F) 42 90 Method Simplified Inside db (°F) 70 75 Construction quality Average Design TD (OF) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Trane Trade XL1200 WEATHERTRON Model 4TWR4036C 1 ARI ref no. Efficiency 9.2 HSPF Heating input - Heating output 36600 Btuh @ 47°F Temperature rise 29 OF Actual: air flow 1153 cfm Air flow'factor 0.051 cfm/Btuh Static pressure 0• in H2O Space thermostat COOLING EQUIPMENT Make Trane Trade XL1200 WEATHERTRON Cond 4TWR4036C1 Coil ARI ref no. Efficiency 11.5 EER, Sensible cooling Latent cooling Total cooling Actual airflow Air flow factor Static pressure Load sensible heat ratio 13.5 SEER 24220 Btuh 10380.Btuh 34600 Btuh 1153 cfm 0.050 cfm/Btuh 0 in H2O 0.67 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) master bdrm 227 3481 4609 179 230 master bath 42, . 1031 583 53 29 master closet 1 36 94 99 5 5 master closet 2 28 330 194 17 10 dressing 35 583 414 30 21 master hall 69 179 678 9 34 kitchen 143 2107 1953 108 97 dining 165 1646 2521 85 126 living 428 4388 3973 226 198 foyer 27 652 522 34 26 foyer closet 18 239 137 12 7 bdrm/den 214 2911 3600 150 179 den closet 12 216 117 11 6 bath 2 66 493 816 25 41 w/d- closet 20 53 56 3 3 LVA"M 96 2309 1849 119 92 s Printout certified byACCA to meet all requirements of Manual J 8th Ed. wri3ghtsoft R ght-Suite® Universa18.0.02 RSU12886 2011-Jul-1312:4520 ACCK C:UJserstPearceV)ocuments\WrightsoftWACSAXTE2.ntp CaIc=MJ8 FrontDoorfaces: W Page Uurrn closet 4a ai i :34u iu 'I t bdrm hallway 53 137 145 7 7 addition 54 978 531 50 26 Entire House 1883 22403 23137 1153 1153 Other equip loads 4416 2366 Equip. @ 0.95 RSM 24228 Latent cooling 12344 TlITAI C 1444 1YG04rl 13Gc74 wA co en co v I l "Ij IUVaI LVU IA JuoI I I I:JJ I IJJ 1 Printout certified byACCA to meet all requirements of Manual J 8th Ed. 1 1 wrogAags�$t" Right -Suite® Universal 8.0:02 RSU12886 2011-Jul-1312:45:20 ACGA c:UJsersWearoeuocumentslWrightsoftWACV3AXTER.rup Calc-"MJS Front Door faces: W Page + - Wrightsoft° Right-JO Worksheet Entire House Job: Date: 13 JULY 2011 By: PAULA'S ENERGY, INC. 1 Room name Entire House master bdrm 2 Exposed wall 1883.0 it 226.0 ft 3 Ceiling height S.0 ft 9.0 ft heat/cool 4 Room dimensions 15.0 x 15.1 ft 5 Room area 1882.7 ft2 226.5 ft2 Ty Construction U-value Or HTM Area ft Load Area (ft� Load number (Btuhlft2-°F) (Btuh/ft� or perimeter (ft) (Qtuh � perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/PIS Heat Cool 6 W 13A4ocs 0.143 n.' 4i00 155 530 . 370 1481 .942 ; 0 A8 192, 7122 �G 4A42dm 0.770 n' 21.56 &Ei6 166 0 3450 3626 .48 0 1035 1088 W 13A-4ocs 0.143 a 4.00 2.5E 333 286 1145 728 0 0 0 0 L—G 4A4-2om 0.770 a 21.56 62.48 47 0 1013 2937 0 0 0 0 11 13A flocs 0.143 5 4:0.0 .2.55, - 477 457 ' 183Q ' 1163 _ '135 127 509 323 4A42om ;0 77,0 s 21:56 22.60 20 258 ' 43f 453 > 8 `8 172 '181 11 K0. ' 6 360 s- 6.00 0.00 0 0 '0 6 0,' 0 0 0 13A-4ocs 0.143 w 4.00 2.55 396 342 1369 871 135 111 444 283 I—pG 4A4-2om 0.770 w 21.56 62.48: 33 0 711 2062 24 0 517 1499 11J0 0.600, w 16.80 17.40 21 21 353 365 0 0 0 0 P 12B&2sw 0.086 10.00 .0.00 0 0 0 ''0 0 .0 0 0 C 16B•19ad 0.649 1.37 2.57 1883 1883 25133 4843 227 227 311 583 F 21A-20t 0.027 - 0.76 0.00 1883 1883 1423 0 ' 227 227 171 0 6 c) AED excursion 0 170 Envelope loss/gain 15791 17990 2968 4005 12 a) Infiltration 3302 931 514 145 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 10 2300 2 460 Appliances/other 0 0 Subtotal (lines 6 to 13) 1 19093 21221 13481 4609 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 6 14 Subtotal 19093 21221 3481 4609 15 Duch loads 17% 9% 3310 1916 - -0% 0% 0 0 Total room load 22403 23137 3481 4609 Air required (cfm) 1153 1153 179 230 Printout Certified byACCA to meet all requirements of Manual J 8th Ed. �Right-Sufte®Universal8.0.02RSU12886 2011-Jul-1312A520 ,4015, C:1UsersWearce0ocumentslWdghtsoftWACOAXTERrup Calc=MJ8 Front Door faces: W Page -14+ ewer ghtsoft° Right-MWorksheet Erifere House Job: Date: 13 JULY 2011 By: PAULPi S ENERGY, INC. 1 Room name master bath master closet 1 2 Exposed wall 420 ft 35.0 ft 3 Ceiling height 9.0 rt heat/cool 9.0 ft heat/cool 4. Room dimensions 6.0 x 70 ft 14.0 x 2.6 ft 5 Room area 42.0 ft2 36.4 ft2 Ty Construction U-value Or HTM Area (ft5 Load Area (ftj Load number (Btuh/ft2-°F) (Btuhlft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N!P/S Heat I Cool 6 13AA&s 0.'143 4'0O 2.65, 0 0. 0 .. 0.: 0. , 0 0 0 t-G 4A4 2om 0 770. .:n n 21.56 2266: 0 .: 0 0 . 0 0 :0, ` 0 0. 1w L-G 13A-4ocs 0.143 a 4.00 2.55 0 0 0 0 0 0 0 0 0 0. 0 0 6 0 11 4A4-2om 13A-flocs 0.770 0 143 a s ' 21.56 4.60 62.48 2.55. 0 - 54, 0 50 200 1127 0 ' 0 0 0 4A4-2om 0.770 s_ 21.56 22.66 . 4 4 86 91 0 0 0 0 11 KO 0.360 • 's 0.00 0.00 0 0 0 0 0 0 0 "0 13AAocs 0.143 w 4.00 2.55 63 63 252 160 0 0 0 0 4A4-2cm 0.770 w 21.56 62.48' 0 0, 0 0 0 0 0 .0 11J0 0.600 w 16.80 17.40 0 0 0 0 0 0 0 0 P( :126-2sw 6.686 - 6:6o.. 0.00 = '0 01 0 6 0 0 0 0 C 16B•19ad 0.049 - 1.37 2,57 42 42. 58 108 36 36 50 94 F 21A 20t 0.027, - 0:76 0.00 42 42 32 0 36 36 26, 0 6 c) AED excursion -26 A Envelope loss/gain 628 460' 77 89 12 a) Infiltration 223 63 0 0 b) Room ventilation 0 0 0 0 13 Internal' gains: Occupants@ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 851 523 77 89 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 851 523 77 89 'Duct loads 210M 12% 180 60 21% 12% 16 10 r Total room load 1031 583 94 99, Air required (cfm) 53 29 5 5, J i i} .rvaiyo-eIIs® Right-SuiteG LIniversal 8.0.02 RSU12886 A--C . C1UserslPearoeV)ocumentslWrigMsoftHUACOAXTERtup Calc=MJ8 Front Door faces: W 2011-Jul-1312:4520 Page 2 -�- wrilgiatso t' Right-J@ Worksheet Entire Howse Job: Date: 13 JULY 2011 By: PAULA S ENERGY, INC. 1. Room name master closet 2 dressing 2 Exposed wall 28.0 ft 35.0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 ft heat/cool 4. Room dimensions 7.0 x 4.0 ft 7.0 x 5.0 ft 5 Room area 28.0 ft2 35.0 ft2 Ty Construction U-value Or HTNi Area (ft2) Load Area (ft2) Load I number (Btuh/ft2--0F) (Btu ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Coo, Gross N/PIS Heat Cool Gross I N/P/S Heat Cool 6 13A-0ocs D.143 n 4.00 2.55 0, 0 0 9 0 0 '' 0:. ', 0 4A4=tom b.770 n ' '21.56 . . 22.66 `0 0 � 0 0 . 0 0 p ,` p W 13A4ocs 0.143 a . 4.00 2.55 0 0 0 0 0 0 0 0 0 0 L-G 4A4-2om 0.770 a 21.56 62.48 0 0 0 0 0 0 �---G 11 13A-4ocs , .0:143 s' i 4.00 2.55 .. 0 0 0 0 45 8 37: 8 148 172 ' 94 181 4A4=26m Q.770 s-,, 21.56 22 66; `0 ,- 0 ,0 0 .. . - D 11 K0 ` 0.360 s. 0.00; 0.00 0: 0 0 0 0 0 0 0 W 13A-40cs 0.143 w 4.00 2.55 36 .36 144 92 0 0 0 0 4A4-2om 0.770 w 21.56 62.46 0 0 0 0 0 0 0 0 l_pC 11,10 0.600 w 16.80 17.40 0 0 0 0 0 0 0 D P , 12B-2sw 0:086 = 0100. Ud 0 0 D 0 72 0 35 0 35 0 48 0 90 C 166-19ad 0.049 ' 1.37 2.57 28 28 38 21 35 35 26 0 F 21A 20t 0.027 - 0.76. 0.00 28. -281 -0 6 c) AED excursion -9 19 Envelope lossigain 204 155 395 347 12 a) Infiltration 68 19 01 86 0 24 0 b) Room ventilation 0 13. Intemal gains: Occupants @ 230 0 0 0 0 0 0 Appliances/other Subtotal (lines 6 to 13) 272 174 4811 371 Less extemal load 0 0 0 ' A 0 0 0 Less transfer 0 0 0 6 0 Redistribution 272 174 481 371 14 15 Subtotal Duct loads ]21-1. 12% 58 20 21% 12% 102 43 Total room load 330 194 583 30 414 21 Air required (cfm) 17 10 1 Printout certified byACCA to meet all requirements of Manual J 8th �`t ova a�eat�®¢ RightSu-rte® Universal8.0.02 RSU12886 F�Gt� c:•vrserslPearceDowments\WriahtsottHl/ACIBAX1ERxup Calc=MJ8 front Door faces: W 2011-Jul-1312:4520 Page 3 +�+ wrightsoft` Right-JO Wo rksheet Entire House Job: Date: 13 JULY 2011 By: PAULXS ENERGY, INC. 1 Room name master hall kitchen 2 Exposed wall 72.0 ft 155.0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 ft heat/coal 4 Room dimensions 4.6 x 15.1 ft 11.0 x 13.0 ft 5 Room area 69.5 ft2 143.0 ft' Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ftl °F) (Btuhlft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6:- t-G2:55, 13A-4ocs 0 143 :n 4.00 D 0 0 0 0 0 "0 ; 0 4A4.2om 6.770 . ri • 21:56 22.66 0 .0 '0 0 0 0. 0 0 W 13A-4ocs 0.143 a 4.00 2.55 0 0 0 0 0 0 0 0 1-G 4A4-2om 0.770 a 21:56 62.48 0 0 0 0 0 0 0 0 11 13A-4ocs 0143 s 4.00 2.55, 0 :0 0 0.. 117 117 468 298 -C 4A4=2om '11 0 770 s 21:56 22.66 0 10 0 0 0 64 0. 0 K0 ' 0.366 s 0 00 0:00 0 0 0 0, 0 0, 0 0 �i 13A-4ocs 0.143 w 4.00 2.55 0 0 0 0 99 90 360 229 F -G 4A4-2om 0.770 w 21.56 62.48 0 0 0 0 9 0 194 562 �D 11,10 0.600 w 16.80 17.40 0 0 0 0 0 0 0 0 P 126.2sw 0.086 '0.00 0.00 .0 0 0 0 0 •6. 0 0 C 166.19ad 0.049' - 1.37 2.57 69, 69 95 179 143 143 196 368 F 21A-20t = 0.027, = 0.76 6.00 69 69 53 0 143 143 108 0 6 c) AED excursion -31 178 Envelope loss/gain 148 148 1327 1635 12 a) Infiltration 0 0 411 116 b) Room ventilation 0 0. 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 148 60.8 1738 1751 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 148 608 1738 1751 15 Duet loads 21% 12% 31 70 21% 121/6 368. 202 Total.room load 179 678 2107 1953 Air required (cfm) a 9 34 108 97 Printout certified' byACCA to meet all requirements of Manual J 8th Ed. 4+-1' we aoJwtscert' Right -Suite® Universal8.0.02 RSU12886 2011-Jul-13124520 C:tUserstPearce\DocumentslWrightsoft HUACOAXTER rup Calc= MJ8 Front Door faces: W Page 4 +�- wrightsofte Right-JO Worksheet Entire House Job: Date: 13 JULY 2011 By: PAULA'S ENERGY, INC. 1 Room name dining living 2 Exposed wall 162.0 ft 423.0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 11.9 x 13.9 It 16.7 x 25.6 ft 5 Room area 165.4 ft2 427.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ftk*F) (Btuh/ft2) I or perimeter (ft) (Btuh) I or perimeter (ft) (Btuh) Heat Cool Gross WKS Heat Cool Gross N!P/S Heat Cool 6 W1�1 13AAOCS 0.143 n' 4.00 2.55 0 0 0 0 126 14 56 36 _G 4A4-2om 0.770 6. 21.56 22.66 0. 0 6 0 112 0 2415 2538 W 13A-4ocs 0.143 a 4.00 2.55 99 75 300 191 0 0 0 0 L-G 4A4-2om 0.770 a 21.56 62.48 24 0 517 1499 0 0 0 0 11 % 3A- 14oes 0.143 's 4.00 2.55 0 0 0 0 0 0 0 0 (L-_GG 4A4-26m , 0 770 , s 21.56, 22,§6 0 :0 0 0 0 0; 0 0 11K0 '' 0 360 " s •o.00 0:00 0. 0 0 0 0 0 0, 0 V,V 13AAocs 0.143 w 4.00 2.55 0 0 0 0 0 0 0 0 4A4-20m 0.770 w 21.56 62.48 0 0 0 0 0 0 0 0 11J0 0.600 w 16.80 17,40 0 0 0 0 0 0 0 0 P •1.26-2sw 0.086 0.00 0:00 0 0 0. 0 0 6 0 0 C 1613•19ad 0.049 1.37 2.67, 165 165 227 426 428 428 587 1100 F 21A-20t 0.027 - 0.76 0.00 165 165 125 0 428 428 323 0 6 c) AED excursion 91 1 -179 Envelope loss/gain 1170 2207 3381 3494 12 a) Infiltration 188 53 240 68 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1 0 1 0 Subtotal (lines 6 to 13) 1358 2260 3620 3562 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1358 2260 3620 3562 15 Duct loads 21% 12% 288 261 21% 12% -7 767 411 Total room load 1646 2521 4388 3973 Air required (cfm) 1 1. 1 85 126 226 198 Printout certified byACCA to meet all. M9. 0rements of Manual J 8th Ed. -• - -4- RightSufteO Universal 8D.02 RSU12886 2011-Jul-1312:45:20 C:1IJsersTearceVDoamentslWrightsoftWACSAXTER.rup Calc=MJB Front Door faces W Page -q,r wrightsoft` Right-® Worksheet Entire House Job: Date: 13 JULY 2011 By: PAULMS ENERGY, INC. 1 Room name foyer foyer closet 2 Exposed wall 27.0 ft 17.0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 ft heat/cool 4. Room dimensions 4.6 x 5.8 ft 3.1 x 5.7 ft 5 Room area 26.7 ftz 17.7 ftz Ty Construction U-value Or HTM Area (ftz Load Area (ftz Load number (Btdh/ft2 °F) (Bfuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/$ Heat Cool 6 1 13A-40cs 0.143 n. 4.00. 255 0 0 0 A.. 6 0, 0. 0 I _G 4A42orri% OJI'0 n 21.56 22:66 a 0 `0 0 0, 0 0 0 W 1---C IaA-flocs 4A4=2om 0.143 0.770 a e 4.00 21.66 2.55 62.48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 13A-46cs 0,143 s `• •4.00 2.551 0 0 0 0 0 0, 4 0 'G 4A42oni 0.770 s 21.56. 22.66 0 '0 0 0 0 0 0. 0 ' D 11 6 ,' 6.3%6 , s 0.00 , 0.00 0 0 0 0 0 0' 0 0 : 13A-4ocs 6.143 w 4.00 2.55 36 15 60 38 27 27 108 69 4A4=2om 0.770 w 21.56 62.48 0 0 0 0 0 0 0 0 I-D---DDD ilia 0.600 w 16.80 17:40 21 21 353 365 0 0 0 0 P 126=2sw Ob86 :. -, 0:00 0:00, 0 0 `0 0 0 0 0 0 C 1613-19ad 0:049 1.37 M7 27 27 37 69 18 18 24 45 F 21A 20t a ba - 0,76' 0.00 '27 '27 20 0 is 18 43 0 6 c) AED excursion -24 -6 Envelope loss/gain 470 449 146 108 12 a) Infiltration 68 19 51 14 b) Room ventilation 0 01 0 0 13 Internal gains: Occupants @ 230 0` 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 538 468' 197 122 Less external load 0 0 0 0 Less transfer 0 a 0 0 Redistribution 0 0 0 0 14 Subtotal 538 468 197 122 15 Duct'loads 21%1 120/6 114 54 21% 12% 1 42 14 Totafroom load 652 522 1 239 1 137 Air requited (cfm) 34 26 12 7 /-i ck rml lccrclCcnrrolflnn�ii'wnfc5l. FrontDoorfaces: W 2011-Jul-1312:45:20 Page 6 +1- wrights®ft° Right-JO Worksheet Entire Clouse Job: Date: 13 JULY 2011 By: PAULNS ENERGY, INC. 1 Room name bdrm/den den closet 2 Exposed wall 214.0 ft 11.0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 13.4 x 16.0 ft 2.9 x 4.0 ft 5 Room area 214.4 ft2 11.6 W Ty Construction U-value Or HTM Area (ft) Load Area (ft) Load number (BtutJft' °F) (at or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 W 13A, 40es 0 143; ' "n 4 =00 2 55 944 144 , 577 367 26 26 104.. 66 L-G 4A4 2gm 0.770 n 21.56 22.66 , 0 o . 0 .0` 0 0 0 0 1/a! 13AAocs 0.143 a 4.00 2.65 117 94 376 239 0 0 0 0 I-G 4A4-26m 0,770 e 21.56 62.48 23 0 496 1437. 0 0 0 0 11 I*A9cs: 0 143 ', s 4.00 2..5.5 0 ' 0. 0:. . 0 0-. 0 -0 0 4A4 tom 0 770, s" 21 `56 22.6 0 0 0 0 0 0 0 0 it KO `' " 0.360 s 0.00 6.00 0 0 .0 -0, 0 0 0 0 �i 13AAocs 0.143 w 4.00 2:55 0 0 0 0 0 0 0 0 1-G 4A4-2om 0.770 w 21.56 62.48 0 0 0 0 0 0 0 0 LLL DDD 11,10 0.600 w 16..8.0 17.40 0 0 0 0 0 0 0 0 P 126-2sw 0:086 0.00. ado 0 0 0 D 0 0 0 0 C 16&19ad 0.049 1.37 2.67 214 214 294 552 12 12 16 30 F 21A 20t ' "0. 021 - 0.78 0:00 214, 214 162 0' 12 12 9 0 6 c) AEO excursion 341 1 -5 -Envelope loss/gain 1905 2628 129 91 12 a) Infiltration 496 140 49 14 b) Room'ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2402 3228 178 105 Less, external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2402 3228 178 105 15 Duct loads 21% 12% 509 372 21% 12% 38 12 Total room load 2911 36001 216 117 Airrequireci (cfm) 1b0 1791 1 11 6 Printout certified byACCA.to meet all requirements of Winual J 8th Ed. r} r ,.e.� i?3iroesorz' Right -Suite® Universal8.0.02 RSU12886 2011-Jul-1312:4520 C:WsersWearcetDocurnentslWrightsotiHYP:CTAX'iERrup Calc=" FrontDoorfaces: W Page Entire House Job: Date: 13 JULY 2011 By: PAULMS ENERGY, INC. 1 Room name bath 2 w/d closet 2 Exposed wall 64.0 ft 20.0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 It heaticool 4 Room dimensions 5.6 x 11.8 ft 3.4 x 6.0 It 5 Room area 66.1 ftz 20.4 ft' Ty Construction U-value Or HTM Area (ftj Load Area (ft� Load number (Btuh/ft2 °F) (Btu or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat I Cool Gross N/P/S Heat Cool 6 Vp 1*4ocs ,` 0 143 n 4.001. 2.65 `95' .' " 45, ." 180 ' . .:115 0 0 0 0 1=G 4A4-tom` 0.770 n' 21.66 22.66 ` 0 0 0 0 0 0 0 ': 0. W 13A-4ocs 0.143 a 4.00 2.55 0 0 0 0 0 0 0 0 L-G.4A4-tom 0.770 a 21.56 62.48 0 0 0 0 0 0 0 0 11 13A flocs 0 143 s 4.00 '2.55 0' • D 0 0 0 0. 0 0 -G 4A42om 0 770 s-` 21.56' 22.66' • 0 35 0' 0 0 0 '.' 0' 0 0 360, s -.. 0.00 0.,00 "Q 0 0 0 0 0' "0 - 0' V,U 13A-4ocs 0.143 w 4,00 Z, 5 0 0 0 0 0 0 0 0 4A4-2om 0.770 w 21.56 62.48 0 0 0 0 0 0 0 0 II_-pG 11J0 0.600 w 16.80 17.40 0 0 0 0 0 0 0. 0 P- 1126.2m 6.686 - 0.00 O QO 0 ;0 .0 "'0 0 0. 0 0 C 10-19ad 0.049 1.37 2.57 66 66 91 170 20 20 28 52 'F 21A-20t OA27 - 0.76'. 0.'00 66 - 65 '50 0 20 20 '15 0 6 c) AED excursion -37 -3 Envelope loss/gain 321 248 43 50 12 a) Infiltration 86 24 0 0 b) Room ventilation 0 0 0 0 13 Internal gains; Occupants @ 230 2 460 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 406 732 1 43 50 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 406 732 43 50 15 Duct loads 21%1 120/. 86 84 21% 120/6 9 6 F1Total room load 493 816 53 1 56 Air required (cfm) 25 41 3 3 Printout certified byACCA to meet ail requirements of Manual J 8th Ed. Right Suite® Universal 6.0.02 RSU72886 2011-Jul-1312.4520 ,, � C:Users?earcenocum ntAWrightsoftHUAGSAXTER:rup Calc=W8 FrontDoorfaces: W Page It -9-- wrightso t, tight-JO Warksheet Entire House Job: Date: 13 JULY 2011 By: PAULA!S ENERGY, INC. 1 Room name bdrm Winn closet 2 Eposed wall 196.0 ft 49.0 ft 3 Ceiling height 9.0 ft heat1cooi 9.0 ft heat/cool 4 Room dimensions 14.0 x 14.0 ft 7.0 x 7.0 ft 5 Room area 196.0 ftz 49.0 ft2 Ty Construction U-value Or HTM Area lft� Load Area (tt-) Lead number (BiuhlfV °F) (BtutUft or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1NG s. 120 .120 50� `; 321.Q ... 63 63 0 .'- 252 '. 160 0. 1� 4A4'240c 13A-4ocs 0.770 0.143 n` a 21:56 4.00 . ,,22.6ti 2.55 6 0 0 0 0 0 0 0: 0 0 I 4A4-2om 0.Ti0 a 21.56 62.48 0 0 0 0 0 0 0 0 -G 11 _ 13A-4ecs . - 0143 s 4'00'. 2.55 126: 126 . •,' 50a 321' 0 6.. 0.. 6 4A4-2orrt _ _ .: 0 770 s 21.56 2266 - 0 . 0 0 0 0. 0 0 0 D h1K0 0.360 s.' 0.00 - 0:00 -.0 0 0 •'0; 0 0. 0 0: VtJ 13A-4ocs 0.143 w 4.00 2.55 0 0 0 0' 0 0 0 0 -G 4A4-2om 0.770 w 21.56 62.48 0 0 0 0 0 0 0 0 11-- �Il Jim 0.600 w 16.80 17.40 0 0 0. 0. 0 0 0, 0 F 12B-2sw 0 085 ' '= 0.'G0: 0 00 0 .. 0. 0 :.,0 . n 0 0 '. 0 G 16B-19ad 0.049 1.37 2.57 196 1W 269 504 49 49 67 126 F 21A-20t 0.027. - 0.76 '- -0:00 198 196 f4§ . 0 49 40 37 0 6 c) AED excursion -83 -15 Envelope loss/gain 1425 f 1062 357 271 12 a) Infiltration 479 135 120 34 b) Room ventilation 0 0 0 0 13 internal gains: Occupants @ 230 2 460 0 0 'Appliances/other 6 0 Subtotal (lines 6.to 13) 1905 1657 476 305 Less external load 0 0 0 0I Less transfer 0 00 0 O Redistribution 0 0 0 0 14 Subtotal 1905 1657 476 305 15 Duct toads 21% 12% 404 191 21% 12% 101 35 Total room load 23a9 f849 577 340 Air required,(cfm) 119 92 . 30 17 Printout certified UACCA to meet all.Muirements of Manual J 8th Ed. _ -+4-1- RightSUlt,-DUnidersa18:0.02RSU12886. 2011-Jul-1312:4520 FMCS C:U1sers�PearcelDocumentslWrfghtso(thUACIBAXTERrup Catc=WS Front Door faces: W Page w wrightsoft, RightA) orksheet Jab: Entire Horse Date: 13 JULY 2011 By: PAULNS ENERGY, INC. 1 Room name bdrm hallway addition 2 Exposed wall 53.0 ft 54.0 ft 3 Ce ling height 9,0 ft heaVcooi 9.0 ft heai/coel 4 Room dimensions 4.0 x 13.3 ft 4.9 x 11.1 ft 5 Room area 53.2 ft2 54.4 ft2 Ty Construction U-value Or HTM Area (ft� Load Area (ft2) Load number (13tuh/ft2 °F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Etuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 r 13A 4pcs U,143 n' ` 4.00''.0;0 0 0 4A4 Zom . 0:77,0 .,n..; 21,58i . , 22,66', Q ',0 .' 0 •0 VJ 13A 4Qcs 0.143 a 4.00 2,55 0 0 0 0 117 117 468 298 L—G 4A4-20m 0.770 e 21.56 62.46 0 0 0 0 b 0 0 0 11 W 13A flocs 0:143 s :.' 4'00 2 55 0 0 0 0 0 0 0 :: 0 a 4A4-26+, 0.770 s .? 21A5 2265 " 0' 0 `0 p Q '. Q 0 0 11K0.,. -: 0:360 s' 0:00 0.00 0 ; 0 0 0, 0 0- 0 0 ,W 13A-4ces 0.143 w 4-00 2.55 0 0 0 0 0 0 0 0 4A4-2om 0.770 w 21.56 62.48 0 0 0 0 0 0 0 0 ::GG 11,10 0.600 w 16.80 17.40 0 0 0 0 0 0 0 0 P - '12E2svr ;0!086 '" = ' 000 0.00 • ' 0 =0 0' 0 ;0 0' 0, 0 C 1613-1 gad 0:049 1.37 2.57 53 53 73 137 54 54 75 140 F 21A40t: 01027. '-';, 0.76: 0.00 53 53 40 0.. 54 '54 4.1 0 6 9) AED-excursion -7 -24 Envelope loss/gain 113 130 6B4 414 12 a) Infiltration 0 0. 223. 63 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applranceslother 0 0 Subtotal (lines 6 to 13) 113 1301 807 476 Less external load 0 0 0 0 Less transfer 0 ' 0 0 0 Redistribution 0 0 0 6 14 Subtotal 113 130 807 476 15 Duct loads 21% 121% 24 15 21% 12%1 171 55 Total room,load 137 14-5 1 1 978 531 Air required (elm) 7 7 501 26 ;u Printout certified bYACCA to:meet all reruirements of Manual J 8th Ed. ...rrc�Gatt!9 ff— - Right Suita0 univsrsai 8.0.02 RSU12886 2011-Jul-1312:45:20 C:1UsersWearceDocuments\WrightsoftHVACOAXTERrup Caic=NU8 FrontDoorfaces: W Page10