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PL-15-2185 a Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax:(305)756»8972 Inspection Number:1 SP-242279 Permit Number. PL-8-15-21-86 Scheduled Inspection Date:September 23,,2015 Inspector: Diaz,Osvaldo Kermit Type: Plumbing-Residential Inspection Type: Final Owner CARLA GRISONi,CANOR PATO Work Classification: Septic Job Address:162 NW 109 Street Miami Shores,FL 33168-4317 Phone Number Project: cNONE> Parcel Number 1121360100220 Contractor: STATEWIDE SEPTIC CONNECTIONS Phone:(954)963-0082 Building Department Comments REPLACE SEPTIC TANK&DRAINFIELI " tO Passed omments INSPECTOR COMMENTS False Inspector Comments Passed HRS IN FILE Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until reinspection fee is paid September 22,.2015 For inspections please call:(305)782-4949 Page 13 of 35 2C DIVISION OF Environmental Health Florida Health Miami-Dade County*01 OSTDS/Well Division 11805 SW WW1226th Street-Miami,FL 33175 Inspector � �T'/ / n ee_f u Date Address �G /? �� G f, OSTDS# Comments: Signature �- Miami Shores Village Building Department AUG. 2 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY: _ INSPECTION LINE PHONE NUMBER:(305)762-4949 5�"i' FBC 2014 BUILDING Master Permit No.2C-L(- (S-- 10 Z PERMIT APPLICATION sub Permit No.Tk S— i S - 215!f- F-1 BUILDING 5❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL [PLUMBING ❑ MECHANICAL F-1 PUBLIC WORKS [:] CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 162- N\jj k O C1 City: Miami Shores County Miami Dade zip: 3 3J 6 Folio/Parcel#: r i -Z-1 5 6 — O 10 . Z Zy Is the Building Historically Designated:Yes NOy Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Cov or Po to Phone#: 305- 15 Address: N VJ 1 001 o i .6& City: Mi OE r•r� � res State: �. Zip: � Tenant/Lessee Name: Phone#: Email: ,,1� CONTRACTOR:Company Name:Sfia-Ft W i� i C Con- mRoelS phone#: J• 3.3 Address: « AW 19 Ar le— # I S City: Off L°��-(`F—Q► State: ZiI I Qualifier Name: �J4 &0e �p Phone#: ( State Certification or Registration#: �i A., oona 6 2. Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: /� City: State: Zip: Value of Work for this Permit:$_ 6k® � Square/Unear Footage of Work: - 20S Type of Work: M lace p Addition ❑ Alteration ❑ New ❑ Repair/Re r .L ❑ Demolition Description of Work: Specify color of color thru ti%: Submittal Fee$ Permit Fee$ . ` OW� xy CCF$ CO/CC'$ Scanning Fee$ ., Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ 500 Q r/ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. /n the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNERor AGEN CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 Is .by l day of 20 ,by CGI!OP r 'tom ,who is personally known to T911-1 J!R ,who is personally known to me or who has produced as me or who has produced FL il) as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: y—' ` Sign• Sign I Print: 'e- Print• �C Seal: Ep 11M f�ubUc 5�of Florida Seal: � °t N�Punic Sty of PmWa TWOODS LewisFF 196307 . My Com12 Lewis 01J08i2019 My Commission FF 198307 *of Expitu 02NO2019 ########## # ######################################## # # # # # # #IVX ############ APPROVED BY "Z f/g Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) s PERMIT #: 13-SC-1621901 STATE OF FLORIDA DEPARTMENT OF HEALTH APPLICATION #: AP1198800 ONSITE SEWAGE TREATMENT AND DISPOSAL DATE PAID: 4 .0 SYSTEM FEE PAID: CONSTRUCTION PERMIT RECEIPT #: DOCUMENT #: PR984665 CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Canor Pato PROPERTY ADDRESS: 162 NW 109 St Miami,FL 33168 LOT: 6 BLOCK: 213 SUBDIVISION: Dunnings Miami Shores PROPERTY ID #: 11-2136-010-0220 [SECTION, TOWNSHIP, RANGE# PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SY3 AND SPECIFICATIONS T [ ] GALLONS / GPD Septic CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ JGALLONS @[ ]DOSES PER 24 HRS #Pumps [ j D [ 375 J SQUARE FEET Trench confiquration drain SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [x] STANDARD [ ] FILLED [ ] MOUND [ ] I CONFIGURATION: [x] TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: CL NW 109 st., 10.53'NGVD I ELEVATION OF PROPOSED SYSTEM SITE [ 4.92 J [ INCHES FT ] [ ABOVE BELOW]BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 25.08 1 [FiNC`H—EsT FT ] [ABOVE BELOW BENCHMARK/REFERENCE POINT L D FILL REQUIRED: [ 0.001 INCHES EXCAVATION REQUIRED: [ 72.001 INCHES O Inspector to verify the existing septic tank is properly abandoned before final approval. *Invert elevation of drainfield to be no less than 8.94'NGVD. T *Bottom of drainfield elevation to be no less than 8.44'NGVD. H *Install 42"of slightly limited soil under the bottom of drainfield. -Perimeter of excavation area shall be at least 2 ft.wider and longer than the proposed absorption bed or drain trench. E The system is sized for 3 bedrooms with a maximum occupancy of 6 persons(2 per bedroomr al estimated flow R of 300 gpd. The licensed contractor installing the system is responsible for installing the minimum catego of tank' rda -ca SPECIFICATIONS BY: Teresa J Solomon TITLE: Master Septi C c APPROVED BY: TITLE: h ade CHD Carlos X loaza DATE ISSUED: 08/17/2015 00 02/17/2017 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 1 of 3 v 1.1..4 AP129$$00 SE 's?? s y Miami Shores Village 10050 N.E.2nd Avenue NW ' MiamleShores,FL 33138-0000 Phone: (305)795-2204 i Expiration: 02J2812016 Project Address Parcel Number Applicant 162 NW 109 Street 1121360100220 CANOR PATO CARLA GRISONI Miami Shores, FL 33168-4317 Block: Lot: Owner Information Address Phone Cell CANOR PATO CARLA GRISONI 162 NW 109 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 6,500.00 STATEWIDE SEPTIC CONNECTIONS (954)963-0082 Total Sq Feet: 375 Type of Work: Available Inspections: Type of Piping: Inspection Type: Additional Info: HRS Approval Bond Retum: Final Classification:Residential Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# PL-8-15-56864 CCF $4.20 09/01/2015 Check#:4870 $779.20 $50.00 DBPR Fee $4.50 DCA Fee $4.50 08/25/2015 Credit Card $50.00 $0.00 Education Surcharge $1.40 Bond#:2827 Permit Fee $300.00 Scanning Fee $9.00 Technology Fee $5.60 Total: $829.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I uthorize the above-named contractor to do the work stated. September 01,2015 orized Signature.-;r J Applicant / Contractor / Agent Date Building Department Copy September 01,2015 1 AA26002444 miff ARCHITECT, INC. GITT June 6,2015 CEIVED Miami Shores Village J U(� 2015 Building Department Cory 10050 N.E.2nd Avenue Maimi Shores,Ft.33138 �Y' Re:Permit Number:RC-4-15-1026 Proposed Interior Renovation For: Mr.Canor Pato&Ms.Carla Grisoni 162 N.W.109 Street Miami Shores,Florida 33168 Dear Sir or Madam, •••• Please find the responses to the building department comments for the permit number referenced$bow*.. ••••• •••••• ...... .. . ...... Structural Plan Review: • 1-Response:Reinforcement details are provide on sheet A-3,where modifications occur.Please slyf is 1-1 ••• ••• • 2-Response: The itch plate is added because +/- 8" will be removed from the original concrete tenni at t6 6*e ...... door location to all w for the proposed top of window to match the remainder of the house. ;••;•; 3-Response:Please revised detail 2x10 P.T.ledger is added in lieu of 2x4 •••••• ...... 4-Response:See detail -A-2 for detail perpendicular to 5/A-2. . . .....• 5-Response:Please see hed NOA. .0• : ' 6-Response:See sheet A- .1 for structural notes. 7-Response:Please see hed special inspectors form. Building Plan Review: ]Response:Will comply. 2-Response:Please see revised floor framing plan.Floor joist are spaced at 12"o.c.max.Floor tile will be provided at bathroom.Wood flooring will be provided at the bedroom. 3-Response:Please see detail 11 sheet A-3 for front elevation of the steel flitch plate. Please attach this document to your records.Please call or email this office if you need additional information. Sincerely: Ralp E Tait,RA AR95832. 3035 S.W. 131"'Avenue,Miramar,Florida 33027 Phone:954592-2841 Fax:954392-7502 Email:rWt@beflsouth.net 1 Miami Shores Village .� Building Department �tBRt�► 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fat: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I(We)have been retained by mr.cater Paco&Ma carie T-ni to perform special inspector services under the Florida Building Code at the 162 NW 109 S#W project on the below listed structures as of 005=15 (date).I am a registered IgLdo or professional engineer licensed in the State of Florida. PROCESS NUMBERS: Rc-4-15-1026 ❑ SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES 4S LONG OR&HIGH 2315.17.2.4.2(84409.6.17.2.4.2) •••• SPECIAL INSPECTOR FOR REINFORCED(MASONRY,FBC 2122.4(84407.5.4) • • ••++•• •••s•• ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FSC 2218.2(R4408.5.2) •• • s+•+ • ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404.4.3.1) •s s••s •go• : ***too ❑ SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS,FBC 1927.12(R4405.9.%s+;.. • , • ❑ SPECIAL INSPECTOR FOR •••••• • • s•ss•o oos• ♦ esoso Note:Only Me marked boxes apply • ss•oso sos• s•s•s The following individual(s)employed by this firm or me are authorized representatives to perforr>l iflsndon*•••• ; •••••• 1. Ralph Tait,RA 2. •••••s • • • 3. 4. • ...,.. oos••o *Spew Inspectors utilizing authorized representatives shall insure the authorized representative is;VgIM4 by edtp4W.or •••• licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a ptafral engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;successful completion of the NCEES Fundamental Examination;or registration as building inspector or general contractor. I,(we)will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I,(we)understand that a Special Inspector inspection log for each building must be hayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector.Ail mandatory inspections,as required by the Florida Building Code,must be performed by the County.The Village building inspections must be cam for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department.Further,upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that,to the best of my knowledge,belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial.accordance with the approved plans. Signed and led EngineedArchitect Name RA*Taft cin Address 3035 SW 131 Avenue Miramar,Fl.33027 DATE: 06/1&2015 Phone No. 954-592-2841 Created on 6/10/2009 s MIAMM#aME MIAMI--DADE COUNTY,FLORIDA e PRODUCT CONTROL SECTION Z EPARTMENT OF PERMITTING,ENVIRONMENT,A ID 11805 SW 26 S th treet,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISI T(786)315-2590 F(786)315-2559 NOTICE OF ACCEPTANCE O www.miamldade.govAaera/ PGT Industries,Inc. 1070 Technology Drive Aft North Venice,FL 34275 SCOPE: This NOA is being issued under the applicali 1 d gulati s governing the use of construction. materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"HR-710"Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 4127=-10, titled "Alum. Horizontal Roller Window, Impact", sheets i through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series and following statement: "Miami-Dade County Product Control Approved"unless.otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0630.02 and consists of this page 1,evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. oda Cou i,Y ,( � NOA No. 11-1114.04 • • 'ttZ Expiration Date: December 21,2016 Approval Date: February 16,2012 Page I PGT Industries,Inc. Y NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Is No.'s 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through I I of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller,P. E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07-08.15.09) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,Type"C"sliding window,Grade 10, per FBC 24113.2.1,TAS 202-94 and per ASTM F 842-04 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 06-0405.06) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 20294 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 20394 6)Forced Entry Test,Type"C"sliding window,Grade 10, per FBC 24113.2.1,TAS 202-94 and per ASTM F 842-04 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL,--4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 06-0405.06) Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No.11-1114.04 Expiration Date: December 21,2016 Approval Date: February 16,2012 E-1 PGT Industries,Inc. * NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark,P.E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacit4 PVB Interlayer" dated 09/08/11, expiring on . 12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer"dated 04/17/2008,expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller,P. E. 2. Statement letter of no financial interest and independence,dated 10/25/11,signed and sealed by Anthony Lynn Miller,P.E. 3. Letter of Adoption of as his Owt; the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller,P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007,dated 06/29/2011,signed and sealed by Robert L. Clark,P.E. (Submided under previous NOA No. 11-0630.02) 5. Laboratory compliance letter for Test Report No. FTI-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, REVfE4VEC3 REVISEPW RESUBMIT (Submitted under previous NDA No. 07-0815.09) REJECTED FURNISH AS CORRECTED Corrections or Comments made on the shop drawings during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications.This check is only for review of general conformance with the design concept of the prgiect and general compliance with the information given in the contract doctunents.'The contractor is responsible for: confirming and correlating all quantities and dimensions: Jaime D.Gascon,P. Selecting fabrication processes and techniques of Product Control Section Supervisor construction.coordinating his/her work with that of all NOA No.11-1114.04 other trades:and performing his/her work in a sate and Expiration Date: December 21,2016 satisfactory manner. Approval Date: February 16,2012 E-2 Ralph Tai Arc itect.Inc. Date: 1 By: PGT Industries,Inc. x NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL4858 and FTL4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada,P.E. (Submdlled under NOA No. 06-0403.06) G. OTHERS 1. Notice of Acceptance No. 11-0630.02, issued to PGT Industries, Inc. for their Series "HR-710 Aluminum Horizontal Roller Window— L.M.I.", approved on 08/18/2011 and expiring on 1.2/21/2016. (`rD Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.11-1114.04 Expiration Date: December 21,2016 Approval Date: February 16,2012 E-3 21 60 21 60 1tr NOM. ire NOM. a EXTERIOR INTERIOR[> GLASS SITE 55 GLASS SITE (ALL SECTIONS) 51 60,61,62 51 63,64,65 IV ANNEALED OR HEAT STRENGTHENED GLASS 311W ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVS INTERLAYER o90 SOLUTIA OR DUPONT PVB INTERLAYER 1B"ANNEALED OR HEAT STRENGTHENED GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS 8116"NOM. 711W LAMINATED 5/16°LAMINATED GLASS 7/160 LAMINATED GLASS 21 50 21 50 GIlr NOM. Ijr NOM. LASS SITE 59 GLASS SITE 52 52 66,87,66,69,70,71 72,73,74,75,78,77 � wnt,� 118°ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS _ .000 SOLUTIA OR DUPONT PVS INTERLAYER 090 SOLU71A OR DUPONT Po INTERLAYER 118"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 8518•LAMINATED 7118"LAMINATED p 8118"OR 3W MR SPACE 3516"OR IWAIR SPACE V8"OR 318"ANNEALED OR TEMPERED GLASS Qp IV or 3118"ANNEALED OR TEMPERED GLASS,& 13518"NOM. 13118"NOM. 11111 13/16°LAN IG GLASS W/5/16"LAMI 13116"LAMI IG GLASS W/7/16"LAMI Ac; No.5670!' AFOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. J.J. 10/17lt1 E AO(W46E'THI88FIEET 0=A :• STA •�: nook= ,omTecrwoLoavoarve GLZI�GDETAILS ';�•c� fLOR\aP C��: J.R. orlm1 0 l60AP?V BIF7 ♦38FTHOTE NOKObM FL ms w F FJL 4H&W c N0CnANQETW&,jmr ALUM.HORIZONTAL ROLLERAWW,WMPACT ��'��SSI/O' ,�REAN�'�`A�1�4�� F.K 228108 J.J. &23/G8 NOKOMI6,FL32T4 VLrJSgt pv 18i7f0 2 s 99 4127-90 E A L1fWdli>�ER P.E TABLE 1. XOX(114,1/2,114)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FW WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE •26" 36" 38 318" 48" 60 618" 64" 80" 83" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 W" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 FOR INSTALLATION IN 1063/8" A,B,G,H +60.0 -60.0 +60.0 -8D.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 THE HVHZ ABOVE 30 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 FT YPESG- LSHALLLL HHAVE A 191" A,B,G,H +60.0 •80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -69.5 +53.6 -53.6 +50.9 -50.9 TEMPERED I.G.GLASS UP TO 111" C,I +60.0 -50.0 A�ANCHOR E DP UP TO 111" D,E,F, QUANTITY REMAIN J K L +75.0 -75.0 UNCHANGED. TABLE 2. XOX(113,1/3,113)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 83" TO 86 7/16" AB,C G,H,I +60.0 -60.0 TO 86 7/1S" D.E.F. J K,L +75.0 75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS Wl SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 28" 38" 38 3/8" 48" 60 818" 54" W. 83" 60" A,B,G,H +76.0 -75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 86" A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +74.2 74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 ODUCrMISW 74" A,B,G,H +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 wR rft C D ,w+i�c� UP TO 74" I,J,K, L L +75.0 -75.0 �O GLASS TYPES:TEST REPORT FTL4858 QCOX},FTL4859(OX 8)(0)AND FTL-5330 A.5118"LAMI-(V8"A,.090,118"A) G.13/16"LAMI IG-lX'OR 3/16"A(MIN.),5116"OR 3/8"AIR SPACE.5/16"LAMI-(1/8 A, 090,111m) B.5/16"LAMI-(118"A_090,1/fr HS) H.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5116"OR 3/8"AIR SPACE,5/16"LAMI-(118"A,.090,118"HS) C.5/16"LAMI-(118"HS,.090,1/8"HS) L 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 318"AIR SPACE,5/18"LAMI-(1/8"HS,.090,1/8"HS) ��•`�Ip��c SE �Ep''•,� D.7/18"LAMI-(3/18"A,.090,3118"A) J.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3116'A,.090,3/1(rA) E.7/16"LAMI-(3116"A, .090,3/1(r HS) K.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 114"SPACE,7/16"LAMI-(3/16"A,.090,3/16"HS) k N°•`i87o5 F.77/16"LAMI-(3/16"HS,.0903 3116"HS) IL 13116"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7116"LAMI-(3/1("HS,.090,3J1S"HS)VAN J1 10/17H9 E INDCM4NIOEnwahEEr ,oro rECNNow�r owve T DESIGN PRESSURES p'., A;• . .ca arnurt o aDDEDroraaroeE .�rNorE NOK0�,18.R34278 r'(��._��■ � FK Oneror c ADDINTEIiRALF&VOPr/DAId{W+pATEABTiYtEt02�a Po.egx,sae HORONTAIROLLERNDOW,tMPACl Asxm$F DffieWBs NOKONN3.R34714 FA ?/ ii SOB V & �" tato 1!;j5 '73 s 11 4127-10 E al{�M�4L1�3 E 27 3V 27 �-- MAX.DLO —•+- � 64 6118"MAX.DLO FIXED MAX.DL DLO MAX DLO DLO VENT VENT FVED D D lj B 9 8 xO X X O X I" 110"MAX WIDTH I.F.FRAME I 85 7118`MAX.WIDTH I.F.FRAME—� . 7118"MAX111`MAX WIDTH FLANGE FRAME 8 WIDTH FLANGE FRAME DETAIL B-XOX(1/41/2-1J4) DETAIL C-XOX(1/3-1/3-1/3) NOTE: 33 9/18"MAX. 33 9118`MAX. 1.SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FDCED C DLO VENT — _ 83"MAX SEALANT OR GASKET FLANGE AT HEAD AND SILL A I A FRAME 15 67&V I �. CONFIG. MAX MAX DLO ALL / / DLO ALL 1 tj I.F.FRAME FD(ED / / VENT8 PRoDucrRaVLsw BYMAX. wLbUmF�d� LITES = gu9dkg Code / I.F.FRAME AoeNo o _ I X ALL I CONFlG. 1 13 FLANGE FRAME 1.YNIV r� 73"MAX WIDTH I.F.FRAME- --� VIEW D-0 74`MAX.WIDTH FLANGE FRAME^-----. (FRAME CORNER CONSTRUCTION) * No•58705 DETAIL A-OX OR XO = i J t 10H7Ht E w auvw 98 a>199 7 ° �� 8T t � " .Lrz B?OH1 a atac wc+ Ti l 1070 x ELEVATIONS :�O,c o•.•. � FLOR10,, ` FX �rtaro7 c a.0.sqx m > Bwaer HORIZONTAL ROLLER�dNDOW IMPACT ��S`�i +� s�``• F.K a .R.L wwcows.Fi aa2ra ilR7to ;W 4 a 11 4127=40 E casae= INTERIOR 37 32 35 39 1 22 PiJ18 2 EXTERIOR INTERIOR 13 Is 21 MAX.VENT DLO {-�— MNL FIXED DLO —►•� MAX. DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) HEIGHT INTERIOR 17 32 37 FLANGE 39 FRAME MAX VENT DLO Q 18 MAX. FIXED DLO 22 MAX.FIXED mo -4 MAX.VENT DLO 43 MAX.WIDTH(IF.FRAME) 21 EXTERIOR SECTION A A (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 24 LL $ 22 21 41 22 2 PROIXICTRRv► asY�Bwitht@OFtmhla 7 92 24 8 EXTERIOR INTERIOR Ck . 12 (p - 7 21 a2"c2t*i EXTERIOR INTERIOR 10 0 LYNN . k 10 SECTION C-C 42 SILL HEAP '* No.58705 �(VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) IOW/17/11 0 STA EOF LL o nr E NOT l7lAitADEH�t#fEET umcNNaoorawe SEC77ONS � JA , RK _ AnwD9788 NOKOM�. T HQON/ ROLIERWV�W 19fAC7 ''FSO �`� MEGRALANFPAW UARV 1 x � SN � oal p 11 4927-10 E P"amfX D LL , ` ITTM DWGM REV DESCRIPTION MArL PGC# rrmiDWCWIRFVI DESCRIPTION I MAIL PGC# 1 4102 A FLANGEFRAMEHEAD 6063-TEAL 612237 66 GI ASS 13/16°LAMIIGI/8"A IN. 3/8°AIRSPACE,5/16°LAMI 1/8°A .090PVB,1/8°A 2 4025 SASH STOP STD. (ANT]LIFT CLIP 6063-TS AL 612244 67 ° 13116 LAMI IGIIVA(MIN.1 3/8'AIR SPACE,5116 LAMI(1/9-A,.090 PVB,i/8"HS 3 #8X3/4PH.PANHEAD 7834AA 68 ° 13/16LAMI 10.1/8"A IN.),XrAIR SPAM 5116-LAMI l/8°HS.090PVB1/8°11S 4 4053 SASH STOP COYER SASH STOP 6063-T5 AL 69 13116'LAMI 10.3/16"A IN. 5/16'AIR SPAM 5/16"LAMI(1/8-A,.090 PVA IIVA 6 4136 FLANGEFRAMESILL 6963-T6 AL 64136 70 13116'LAM 10.3116"A IN. 5/16°AIR SPACE,5/16"1AMI 1/8"A .090 PVB,1/8" 7 4137 ISILLADAMR 6063-T6 Al. 64137 71 13/16 LAMIIO.3116A MIN. 5/16"AIR SPACE,5/16'IAMI(IIVHS,.090 PVA118°113 U 8 4131 IROLLERTRACK 6063-T6 Al. 64131 72 " 13116'LAMI 10-LWA TN. 1/4'AIR SPA 7/16°LAMI(3116-A,.090 P 3/16A 10 71298 IWEEPHOIFCOVER POLYPROP. 71298 73 " 13116'LAM]IG118'A IN. 1/4"AIR SPA 7/160 LAMI(3116-A,.090PVB,3/16' 12 1626 ADHI'S1VE01'ENCELLFOAMPAD TP71298 74 ° 13/16"LAMIIGI/8'A IN. 1/4°AIR SPA 7/16-LAMI 16"HS,.090 3116 13 4002 A ADHESI EOPENPLANGEFRAMEAMB (�63 T6 AL b1D16 75 1311V LAW 10,3/16"A 3/16'AIRSPA 7/16'LAMI(3/1&A,.090P 3/16"A 14 4134 GASKET'FOR MAIN FRAME SILLJOINT 74134W/K 76 13118`IAMI I03116"A 3/1b'AIRSPA 7/16 LAMI 3116°A .090 3116" 15 1155 #8X 1.000DPN.SMS 781 A 13/16 LAMIKG3/16'A IN. 3116 AIRSPA 7/16 LAMI 3/16HS .090P 3116°HS 16 4110 G SCREEN ADAPTOR 6063-T5AL 641100 90 1014 ISCREENFRAMEMR&3W 3105-1114AL, 1630 OO��,Wry�GS POLYPROP. L23 4054 B FIXEDMI�I'INGRAIL 6063HD-T6 AL 99—MA 92 1631 SCREEN CORNELKEYW/MRIIVG6 POLYPROP. 4066 WSTP..187 X MO FIN SEAL 640660 93 1073 SCREEN SPRING ST.ST. 4105 SASH TOP&BOTTOM RAIL 6063-T5 AL 612240 94 1624 SCREEN SPUNK-135 DIA.FOAM EM PVC 1683 WSTP.,.2%X.270 RACK,FIN SEAL 616830 95 1635 SCREENSPUNB-.135 DIA.HARD EvlPVC 225-1 ROLLERHOUSING&GUIDE 42112HD 96 SCREEN CLOTH 226 IBRASSRaDMWFIMS BRASS 7BKWM2 29 4128 I HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 441M 32 4006 D ISASHMEEIMRAIL 6063HS-TEAL 64006 2710 33 1235 WSTR,.170 X.200 BACK,FIN SEAL 67S16G 35 1096 SWEEPLATCH DIE-CAST 71096 36 1016 #8 X.625 PH.FL,3MS 7858 37 1 4126 SASH SIDE RAIL 6063-TS AL 64126 2824 38 1683 WSTP..250 X.270 BACK,FIN SIAL 616830 39 7070 BULB WHATHERSTRIP.187X.275 670701 —4- 40 IUFrRAILOOVERCAP 74078"C"L OR R 41 4134 ILF.FRAMEHEAD 6003 T6 AL 64139 I.F.FRAME MEAD 42 4140 I.F.FRAMESITL 6003-T6AL 64140 41 43 4141 ITAFRAMEJAMB 6063-T6 AL 64141 04139'6063-19 SO GLAZINOSILI DOW 899,995 OR UIVALENT 51 1224 VINYL GLAZING BEAD BULB(THICK ffPM7WX FRODIICTRMUD 52 1225 VkMGLAZ1MBFADBUlBaNDQ 6rP248K 2784 B�n4ybMwMdwFlorlda code 53 4039 B MAZINGBEAD-5/16" W63-TS AL m9B „ 54 4044 B GLAZINGBEAD-5/16"W/GRILL KIT 6063-T5 AL 644703 .082 3162 d 55 4222 A GLAZINGBEAD-7116" 6063-T5 AL 64222 nzp=- 01,EN 56 985 C GLAZING BEAD-7/16 W/GRILL KIT 6063-T5 AL 6985 •�59 4067 O[AZINGBEAD-13/16° 6163-T5 AL 6406760 SS 5/16"LAME U8'A .090 I/8"A I.F.FRAME JAMB61 5/16 LAME U8"A .090IWB 1/8"HS 43 #4141,6063-TB �� N�LYNN J,j�625/16'LAMI 1/11"HS,.0�PVB,1/8°Ii5 � ts�c''4Ep 63 ' 7/161ANH 3/16"A,.000 3116'A 2.710 64 7/16 LAME 3116 A,.090PVB,3/16 I 42 I.F.FRAME SILL = No 587ti� 65 a 7/1 MI 3116°HS,.090 PVB,3116"HS 04140,6083-T6 �-0 .� r � J1 !o/17Hf E NOCNANCTlpS81�ET %��'., STAT OF JJL BaOHt v ASID TOQ[A887YPE8 107NNo wus a CARTS LIST �•� atoRtoP. N� Rx 4vfBl07 c A1��4!4?&4S P.O.egxI= :;� ALUM.HORIZONTAL ROLLER WWNOOW IMPACT �"'c`,/,%NAL Co�. am aft t MOM.FL 3074 °""'+'°� me a..yas a�v frW l� F.K ? U. lwrfo NTS 6 s 11 4427-10 E PeOeams P� .062 � 1.187 �+- .040738 3.152 443.1 1 L .062— O SASH STOP COVER ]173 3. '4 #4063.8083-T6 1.E22 FLANGE FRAME HEAD I� 2'7en 1 O FLANGE FRAME SILL O FRAME SILL ADAPTER 7- #4102A.6083-T8 #4138.8083-T8 #4137,6063-T8 I 11 1.363 .082 a ._IIf 082 O 1 1FLANGE FRAME J AMB #4002A.6063-T6 .490 17 T—�--mv--i �:Ae �IAW� SsHORIZROLLER FI# EETING�IL #462r),ST # MS 40US08aO01 082 2 76 osz 1.87 2' LGB I7 SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL SASH SIDE RAIL GL5/16" excwucrsm #4133,8083-T6 #4006D.808 HS-T8 #4126,60WT5 1I40M.6083•T6 �poomgdwPWnft > ~ Do 060 W'>�678 060 J= -Imo_0 1 - NAIj ,.oesr r T -` ,"�,��, 1.,1a-1r— a�� —Ny w�-1.007 O GLAZING Ba.6/16° 55 GLAZING BEAD 7/16" O GLAZING BEAD,7116" 59 GLAZING BEAD,13/16" �`�d•.............. #40448.8088.76 #4222A.8083-T5 #mw W63.Ts #4087.8083.76 • W F • A '• (USED W/GRILL KIT) ED W/GRILL *: {d�.58.705 4. .�.�. ,of,rht s � �ShEEr �O JA awl 0 ARDCHANt?FnmsF�r 10 NOXOMM �T i13lONS .'1�`�.n•.,�coaroP. G?,� ALLma.HORIZONTAL ROLLER WINDOW IMPACT 11 NO F.K 4H8/D7 0 1110CYlMfliF7(#8 E, PA.BQX10�° am"e m,� ee m""a" a�viaNi� f�,`` FX 2a Z Wm PI01(OAt6.Fl 94274 HOW H8!/ 7 r 11 4127-90 E RES5870°R PE ANCHORCIUANTITIES,XOX(1/111/2-1N1)WN00W8 TABLE4 NOTES: - GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F J,K,L ANCHORTypE2 $ 1.ANCHOR TYPES: 3,WOOD $C ONC 1,CONC 2,3,WOOD 2,C ONC 1,CONC 1-114"ELCO TAPCONS 2-114"ELOO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) &SUBSTRATE NES ZONES ZONES ZONES WINDOW SIZE +0=AAD&SILL HEAD 8 SILL N co 2.GLASS TYPES: m FOR INSTALLATION IN THE HVHZ ABOVE 30 HEAD&S91 � HEAD&S91 °� HEAD 8 391 ��°° HEAD 8 SOL A.5118°LAMI-{118`A,.080,!fi"A) v H 1-2 1 g+ B.Sf16-LANAI-(1re"&.090,1J8°HS) FT.GLASS TYPES G-L SHALL HAVE A 53.925x38 37$ 1+C2+1+02+1 2 1+(1+1+(2+1 2 1+C 2++1+tx+1 2 1+(2+1+02+1 2 1+C2*1+02+1 2 1+C2+1+C2+1 2 C.6118"LAMI-(IV HS,.090,10 HS) TEMPERED I.Q.GLASS CAP.BOTH THE DP ANDD.7118"LAMI-(3111"A.,080.3MIr A) ANCHOR QUANTITY REMAIN UNCHANGED. 4&000 1+C2+1+(2+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 E.7118"LAMI-(3118"A•.080.3N8°HS) 80.625 1+C2+1+(2+,1 3 1+C2+1+02+1 3 1+C2+1+C2+1 31 1+C2+1+02+1 3 I+t2+1+(2+1 3 1+(2+1+C1+1 3 F.7118"LAMI-(3118'H8..080,3118'HS) G.13118"LAMI IG-1AY OR 3118"A(MIN.).6118"OR 318"SPACE,Sflir LAW-(1Ar A,=.118"A) 54.0(0 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C 2+1+C 2+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 H.13MO'LAMI IG-118"OR 31'18"A(MIN).SI18"OR 3/8"SPACE,6tlr LAN-(1B"A..O0 Iff HS) 80.000 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 g 1+C2+1+C2+1 3 I. 13195"LAMI IG-IV OR 3118"A(MR),6118"OR 318'SPACE,6116'LAMI-(118'HS,AO,118'HS) J.13116"LAMI IG-lAr OR 3118"A(MIN.).3110 OR 114"SPACE,7118'LAMI-(3MW A OSO,31.18'A) 83.000 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+02+1+02+1 3 1+(2+1+(2+1 3 1+C3+1+c3+1 3 K.13118"LAMI IG-118"OR 3118"A(MIN.},3H8"OR 11C SPACE,7118"LAMI-(3118"A,.080,3M('HS) 80.100 x 38.375 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 9+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+2t(2+1 2 L• 13118•LAMI IG-1/"OR 3118"A(MIN.),3118'OR 114"SPACE,7118"LAMI-(MS'HS„OSD,3M("HS) 48.000 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+CZ+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 I+C2+2+(2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 50.825 1+(2+1+C2+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+C2+2+O2+1'3 DIMENSIONS.FOR WINDOW SIZES NOT SHOWN,GO TO NEM LARGER WINDOW IN TABLE. 54-WO 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+C2+9+G2+1 3 1 1+C2+1+C2+1 3 1+C 2+2+C2+1 3 HEAD&SILL: 10112'MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 80.000 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+0.1++1+C2+1 3 1+(2+1+(2+1 3 1+C3+2+C3+1 3 2S 314"MAX.FROM CORNERS. JAMBS: S"MAX FROM CORNERS AND 22112 MAX O.C. 83(100 1+02+1+(2+1 g 1+C2+1+02+1 9 1+02+1+(,1+1 3 1+02+1+02+1 3 1+02+1+t2+1 3 1+(3+2+(3+1 3 TABLE�, 74.0(0x 38.373 1+C2+2+C2+1 2 1+(2+1+(2+1 2 1+C2+2+C2+1 2 1+O2+Z+C2+1 2 1+C2+2+C2+1 2 9+C2+2+C2+1 2 X O X 4&000 1+C2+2+0.2+1 3 1+CZ+1+C2+1 3 1+(2+2+CZ+1 3 1+C 2+2 02+1 3 1+C2+2+(2+1 3 1+C2+•2+C20 3 1+p+4+Cg+1 3 -+--�`tCHOR t�ANTITY PER JAMB fO.825 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+G2+1 3 1+C2+2+Cg+1 3 1+02+2+M+1 3 HEAD AND SILL ANCHOR QUANTITY. 54.100 1+(2+2+02+1 3 1+12+1+(2+1 3 1+(2+2+(2+1 3 1+G2+2+O2+1 g 1+(2+2+(2+1 3 1+q+2K2+1 3 A CLUSTER( (3)ANCHOR S CENTERED 80.000 1*(2+2K2+1 3 1+t2+1+t2+1 3 9+(2+2+(2+1 3 1+t�+2+( +1 g t+tx+2+1�+1 3 1+t +2+C3+1 3 AT EACH MEETING RAIL PLUS(1) ANCHOR AT EACH OPERABLE VENT 63.000 1+C2+2+(2+1 3 1+C2+1+(2+1 3 1+C3+2+CS+9 3 1+C3+2+CS+1 3 1+C 2+2Kx+1 3 9+C3+2+C3+1 3 PLUS(4)AN04ORS AT FDCED SECTION. 84.000x 38.37E 1+C2+2+C2+1 2 1+C2+2+(2+1 2 1+(2+2+(2+1 2 1+(2+2+(2+1 2 1+C2+2+C2+1 2 9+(;1+3+02+1 2 (12)ANCHORS TOTAL AT HEAD AND SILL. 48.000 1+C2+2+C2+1 3 1+C Z+2+C2+1 3 1+(2+2 c2+1 3 1+(2+2+(2+1 3 1+C2+2+C2+1 3 1+CS+3+C3+1 3 (3"MIN.O.C.ANCHOR SPACING) 50.828 1+C2+2+C2+1 3 1+C2+2+(2+1 3 1+C2+2+C2+1 3 1+(2+2+0»+1 3 9+C2+2+C2+1 3 9+C3+3+C3+1 3 54.0110 1+C2+2+C2+1 3 !+(2+2+C2+1 3 !+(2+2+02+1 3 1+C2+2+C2+1 3 1+(2+2+2+1 3 1+04+3+04+1 3 [---�-25 3/4mmL L -� 1--3-80.000 1+C2+2+C2*9 3 1+C2+2+t2+1 3 1+03+2+03+1 S 1+C9*2+(3+1 g itC2+2+O2+1 3 9+04+3+04t1 3 MIN. S&OOO 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+C3+2+CS+1 3 1+C3+2+03+1 3 1+C2+2+C2+1 3 1+C4+S+C4+1 3 ir R X O X 106.375 x 38.375 1+C2+2+C2+1 2 1+(2+2+(2+1 2 1+C2+3+(2+1 2 1+C2+3+02+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 2 PROI)AX,t,C+iiM91) 48.000 1+0+3+02+1 3 1+C2+2+C2+9 3 1+CS+3+CS+1 3 1+CS+3+C3+1 S 1+C2+3+C2+1 S 1+C3+4+C3+1 3 MTa RAII,Typ. � moFbd+N 503.826 1+C2+3+(2+1 3 1+02+2+02+1 3 1+CS+3+C8+1 3 1+C3+3+C3+1 3 1+C2+3 CS+1 3 14C3+4+C3+1 3 EXAMPLE CLUSTER WJ QTY.OF 3 ANCHORS No 54.000 1+CS+3+CS+1 3 1+C2+2+(2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+CS+1 3 1+C*+4+C4+1 g (SHOWN IN TABLE KEY ABOVE) Q 5.000 1+C3+3+QS+! 3 1+(2+2+C2+1 3 1+C4+3+04+1 3 9+C4+3+C4+1 4 1+C3+3+C3+1 9 1+C4+4+C4+1 3 t pm 83.00D 1+C3+3+C3+1 3 1+C2+2+02+1 311+C4+3+04+1 3 1+C4+3+04+1 4 1+C4+3+04+1 3 1+C6«4+CS+9 3 25 3W MAX. 111.000x 38.378 1+C2+3+C2+1 2 1+02+2+C2+1 211+c2+3+,2+1 2 1+02+3+(2+1 3 1+C2+3+C2+1 2 1+C2+4+C 2+1 2 1/YIN. 3"MIN. t 111 1111 48.000 1+C2+3+C2+1 3 1+(2+2+(2+1 3 1+CS+3+C3+1 3 1+C:3+3+C3+1 3 1+C2+3+t2+1 3 1+C3+4+C3+1 S ��` NY LYNN 50.825 1+C2+3K2+1 3 1+(2+2+02+1 3 1+(3+3+03+1 3 1+Cg+3+03+9 3 1+(3+3+(3+1 3 1+M+4+C3+1 3 X O X �`` '�.•'UCENSF'•:�F,p �: 64.000 1+03+g+p+! 3 1+( +2+C�+1 3 1+03+3+q+1 3 1+Cg+3+C S+1 3 1+03+3+03+1 3 1+04+4+C4+1 3 S'REF. *' N0.58705 ' S. 60.000 1+C3+3+C3+1 g 11+(2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C3+3+C«3+1 3 1+C4+4+04+113, MTG.RAIL,TYP. 33.000 1+03+3+C3+1 g 1+02+2+C2+1 g 1+C4+3+C4+1 3 1+C4+3+O4+1 4 1+C4+3+C4+1 3 1+CS+4+C5+1 4EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS J'A 1omm E wCM4NfJE7t�8NFEr a+ax+m %�Q STA E ) WAaw VAINJit ermnl 0 IG CAP TO HET73FERED +XFr ''�NOK �" ANCHORAGE SPACING XOX 9/49/2-9/4 '��SS FCOR40P,.: R-aw DAN F.1c 4118/07 cLm7ErAnw4.wLEcrvAumDwTaAr cAP.V�gw .AaA r.O.BQXlme HORIZONTAL.ROLLER tMNDOW IMPACT Pic J.1 3"13108 ?=OVA R 34274 1/Cdb(r Earaxr rears NTS 8 •+19 ��4127-90 F a LY" P E ANCHOR QUANTITIES XOX 113-1/3-1/3 WINDOWS TABLE b NOTES: GJ1SS TYPES A,B,G,H GLASS TYPES C,D,E F,LJ,K,L ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1.ANCHOR TYPES: &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1-114"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) WINDOW 312E HEAD&SILL HEAD'&SOL HEAD&SOL HEAD&SILL HEAD&SILL HEAD&SILL 2. A.IV g LAW (IV&.01k.IV A) � FOR INSTALLATION iN THE HVHZ ABOVE 30 W ° 11 11 1 11 1 B.511W LAMI-(1f"AAM,IN HS) FT,GLASS TYPES G-L SHALL HAVE A 48.OW x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 21+t2+1+C,2+1 2 I+C2+1+C2+1 2 C.6118-LAW-(III-HS,JXO,1V HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 4&000 1+C2+1+C2+1 3 1+a+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 I+C2+1+C2+1 3 1+C2+1+(`2+1 3 D.7116"LAMI-(3MW A,.000,3118°A) ANCHOR QUANTITY REMAIN UNCHANGED. 50.525 1+C2+1+C2+1 3 t+t�+1+H�+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+02+1+02+1 3 1+1 +1+C +1 3 E.7118'LAMI-(3M(-A,.090,3/18"HS) F.7116"LANA-(3116"I-16„090,3Jt8-HS) b4.O00 1+C 2+1+C2+1 3 1+C2+q+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 G.13118"LAMI IG-1/8"OR 3118'A(MIN.),SM8"OR 3f8"SPACE,6118"LAMI-(1f8°A,=,1fi"A) (10.000 1+C 2+1+C2+1 3 1+C2+i+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+t2+1+C2+1 3 H.13M6"LAM[IG-1/8"OR 3110°A(MIN.),5118"OR 318-SPACE,SM8"LAMI-(1/8"A M,1f6-HS) 63.000 1+C+1+C2+1 3 1+C2+1+12+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+q+02+1 3 1+03+1+03+1 3 I. 13(18"LAMI IG-1A"OR 3118"A(MIN.),5118"OR 3 V SPACE,6118"LAMI-(1/8'HS,.090,118'HS) J.13fl6-LAMI IG-1f8"OR 3118"A(MIN.),3118"OR V4"SPACE,7/1W LAMI-(3/18"&.090,3118°A) 53.125x 38.375 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 K•13118-LAMI IG-1/8"OR 3118"A(MIN.},3f18"OR 114"SPACE,7/18°LAMI-(3M6-A,=,3118°HS) 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C,1+1+C2+1 3 1+t2+1+C2+1 3 L. 13116"LAMI IG-118"OR 3(16'A(MIN.),WISP OR 114-SPACE,7AW LAMI-(3/18'HS.A90,3118°1S) 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 t+C2+1+02+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1+C2+1+C2+1 3 1+C2+1+C2+13 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+C1+1+C2+1 3 DIMENSIONS.FOR WINDOW SIZES NOT SHOWN,NT TO NEXT LARGER WINDOW IN TABLE 60.000 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+13 SLOW 1+C2+1+t2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C2+1+C2+q 13 1 1+C2+1+(2+1 3 1+C3+1+C3+1 3 HEAD&SILL: 10112°MAX.ON EACH SIDE OF MEETING RAiL CENTERLINE IN.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+(2+•12 I 1+C2+1+C2+1 2 1+C2+1+C2+1 2 TS 3W MAX.FROM CORNERS JAMBS: 9-MAX.FROM CORNERS AND 221/2"MAX.O.C. 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 TABLE KEY: 50.828 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+CAH+C2+1 3 1+(2+1+02+1 3 A p x( 54.WC 1+C2+1+C2+f 3 1+C2+1+C2+1 g 1 t+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+(2+1 3 1+C3+1+C3+1 3 q+03+1+03+1 3 ANCHOR QUANTITY PER JAMB 60.W0 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C3+1+C3+1 3 03-WO 1+C2+1+(2+1 3 1+12+1+(2+1 3 i+C2+q+C2+1 3 1+Cg+1+Cg+1 3 1+C2+1+(2+1 3 1+Cg+1+p+1 3 HEAD AND SILL ANCHOR QUANTITIES 68.00 x 36.375 1+C2+1+C2+12 1+02+1+( +1 2 1+C2+1+C2+1 2 1+(2a1+02+1 2 1+C2+1+( +1 2 1+( +1+02+1 2 A CLUSTER OF(3)ANCHORS CENTERED ON EACH MEETING RAIL PLUS(1) 48.000 1+C2+i+C2+1 3 1+12+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+12+1 3 1+(2+1+C2+1 3 ANCHOR AT EACH OPERABLE VENT 60.625 1+C2+1+C2+1 3 q+C1+1+C2+1 3 q+C2+1+C2+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 q+C3+1+C3+1 3 PLUS(1)ANCHORS AT FUCED SECTION. 54.OD0 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 311+02+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (9)ANCHORS TOTAL AT HEAD AND SiLL. 80.000 1+C2+1+x+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (3"MIN.O.C.ANCHOR SPACING) 83..000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1 1+C3+1+C:3+1 3 74.000 x 3&375 1+C2+1+C2+1 2 1+C2+1+(2+1 2 f+C2+1+C2+1 2 t+C2+1+C2+1 2 1+C2+1+C2+9 2 1+C2+t+C2+1 2 25 3f4"MAX. 46.000 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+03+1 3 - 50.825 1+(2+1+C2+1 3 t+G2+1+C2+1 3 I+C2+1+C2+1 3 1+C2+1+C2+1 9 1+(2+1+C2+1 3 1+C3+1+C3+1 3 54=0 1+C2+1+C2+1 3 1+{2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 91 REF. X O X 80.00 1+C2+1+C2+1 3 q+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 83.000 1+C,`2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 i+C3+1+C3+1 3 1+C2+1+C2+1 3 q+03+1+C3+1 3BD MTC.RAIL TLP. asUroMmlda 84.00x3&375 1+02+1+02+1 2 1102+1+C2+1 2 1+02+1+02+1 2 1+02+1+02+1 S 1+C2•+i+t2+1 2 1+C2+1+02+1 2 -wmplyh*-aEin50.825 4&00 1+C2+1+C2+1 3 1+112+1+C2+1 3 C+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C8+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS 1+C2+1+C2+1 3 1101+1+C2+1 3 1+02+1+C2+1 3 1+C2+q+C2+1 3 1+C2+1+(2+1 3 1+C3+1+C 3+1 3 (SHOWN IN TABLE KEY ABOVE) 64.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+CS+1+C3+1 3 1+C2+1+C2►1 3 1+C3+1+C3+1 3 O.MO 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C3+1+C3+1 3 14C3+i+C3+1 4 1+C3+1+C3+1 3 1+C3+1+C3+1 3 263(4"MAX 83.000 1+C3+1+C3+1 3 1+112+i+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 4 1jrTYP• i�-3-CAIN '111111111,41 88.437 x 38.378 1+C2+1+02+1 2 1+t +1+02+1 2 1+02+1+(�+1 2 1+( +1+( +1 3 1+02+1+(2+1 2 1+C +1+02+1 2 � j LYNN 48,00 1+C2+1+CZ+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 9*REF. X 50.825 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 Q•'' u F 84.000 1+02+1+C2+1 3 1+02+1+(2+q 3 1+C3+1+03+1 3 1+03+1+03+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 * N0.58705 ' 60.00 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+03+1 4 1+C3+1+C3+1 3 1+CA ll+C4+1 4 MTG.RAIL,TYP. _ 63.00 1+C3+q+03+1 3 1+( +1+C2+1 3 q+C3+q+Cg+1 g q+03+1+03+1 4 1+03+1+C3+1 3 9+04+1+C4*1 4 EXAMPLE CLUSTER W/ QTY.OF(4)ANCHORS =•0 I—" STA F :• � ' on7nr f= Nocfu rHrsatrrEr 19MTECwaoavonlvx ANCHORAGE SPACING XOX(1,43-113-113) %'� ' F ��;: JJ7 er�/ri a u+caProeE761�oYm +30F7No7e xoxo=,FL$M xar %F •.,XORIOP.• ♦. ALUM.HORIZOMAL ROLLER MNWW,IMPACT �''ris"ONAI.E�•��• FJG 411507 e l I7ETA81E1;&7FCTVALCAWDUETOANCHORCAPAOA ro.egxlsae �.arre awe law* o�vx. a, a�lf�t , FFA v�w�?/2m J.J 9! Nacoeus.v�33ari4 IW7r8 NTS 9 a 11 4127-10 ��PE E P.fomm ANCHOR QUANTITIES,XO&OX WINDOWS TABLE 6 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,6J,K,L 1. ANCHOR TYPES: ANCHOR TYPE 2.3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1-v4-ELCO TAPCONS 2-1/4-ELCO SS4 CRETE-FLEX 3.012 STEEL SCREWS(G8) &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 2.GLASS TYPES: WINDOW SIZEm _� _� A.8118"LAN-(V8"A,.09%INA) D FOR INSTALLATION IN THE HVHZ ABOVE 30 t} t0 i N y Qt5 N S.8118-LAMI-Off&.090,IN HS) FT,GLASS TYPES G-L SHALL HAVE A W V 06 °a °6 "6 -� C.&IS"LAN-(1/8"HS,.090,U8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 37.000x 38.376 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1 1+C2+1 2 D.7/10-LAMI-(3MW A,.090,3/18-A) ANCHOR QUANTITY REMAIN UNCHANGED. E.718'LAMI-(3118'&.080,301("HS) 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1 1+C2+1 3 F.718•LAMI-(3016°HS,.09%3116"HS) 50.825 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1 1+C2+1 3 .13M6-LAMI Ki-118"OR 3118"A(MIN.),8116"OR 318"SPACE,6/18°LAMI-(118"A..080,INA) H.13118"LAW IG-118"OR 3118"A(MIN.),818"OR 318"SPACE,6116"LAN-(118.8.090,IN H8) 54.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 I. 1318-LAMI IG-IN OR 318°A(MIN.).8/18"OR 30 SPACE,6016"LAMI-(118"HS„CGO,IN HS) 60.000 1+432+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 J.1316"LAMI IG-IW OR 3118•A(MIN.).3116"OR 114-SPACE,7118"LAN-(3U'I6•A.W,31116-A) K.13118"LAN IG-1/8"OR 3116"A(MIN.),3MS-OR 114 SPACE,718"LAM[-(3018"&090.31("HS) 63.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 L. ISMS-LAMI IG-IN OR 3016"A(MN.�3118"OR 114"SPAM 718"Low-(301(`HS..09%318"HS) 48.000 x 38.375 1+C2+1 2 1+C 2+1 2 1+C2+1 2 i+C2+1 2 1+C2+1 2 1+C2+1 2 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. SM625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 54.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C 2+1 3 1+C2+1 3 1+C 3+1 3 HEAD&SILL:10117'MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 314"MAX.FROM CORNERS. 60.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+(3+1 3 JAMBS: 9"MAX.FROM CORNERS AND 221)2"MAX.O.C. 83.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 TABLE KEY: OX 53.128 x 38.378 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 2+p+2 3 01!431108 QUANTITY PER JAMB 48.000 1+132+1 3 1+C2+1 3 1+03+1 3 1+(2+1 3 1+C2+1 3 1+C3+1 3 50.82$ 1+432+1 3 1+432+1 3 9+433+1 3 1+432+1 3 1+432+1 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES 64.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 A CENTERED ER OF HE MEETING CENTERED ON THE MEETING RAO. 60.0 1+C*+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE 63.000 1+C3+1 4 1+C3+1 3 1+C4+1 3 1+C3+1 4 1+C3+1 3 1+04+1 3 VENT AND FD(ED SECTION.M ANCHORS TOTAL AT HEAD AND SILL. 60.000x 38.375 1+C2+1 3 1+(2+1 2 2+C2+2 2 1+C2+1 3 1 1+C2+1 2 2+C2+2 2 48.000 1+432+1 3 1+432+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 (3"MIN.Q.C.ANCHOR SPACING) 50.825 1+C3+1 3 1+C2+1 3 2+03+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 18314"MAX 84.000 1+433+1 4 1+C;2+1 3 2+C3+2 3 1+C 3+1 4 1+C2+1 3 2+C3+2 3 1 .-H�-3'MIN. 60.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C 3+1 4 1+C3+1 3 2+C4+2 4 9°REF. 83.000 1+43 +1 4 1+C3+1 3 2+04+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 r X Q 66.000x 3&375 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+02+2 3 I 48.000 2+C2+2 4 1+C 2+1 3 2+C3+2 3 2+02+2 4 1+C2+1 3 2+433+2 3 MTG.RAIL wcan 7C1'RSVls� ��TlYn with do F1aaFds 50.625 2+C3+2 4 1+C 2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS Ac pmNo 0 Do 64.000 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+03+2 4 1+C2+1 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+03+2 4 1+C3+1 3 2+C4+2 4 p 63.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 2+C S+2 4 1+C3+1 3 2+434+2 4 18 3V4"MAX. 74.000 x 38.378 2+C2+2 3 2+C2+2 2 2+(2+2 3 2+C2+2 3 2+C2+2 2 2+02+2 3lir TYP• 1-3"MIN. H u u 48.000 2+C3+2 4 2+02+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4Ir REP. �� CyY LYNN 50.625 2+C3+2 4 2+CZ+2 3 2+433+2 4 2+03+2 4 2+C2+2 3 2+C3+2 4 X O �� ....... 54.000 2+03+2 4 2+433+2 3 2+C4+2 4 2+C3+2 4 2+C3+2 3 2+434+2 4 No.58705 *` 50.000 2+C 3+2 4 1+C3+1 3 2+434+2 4 2+C3+2 5 2+C3+2 3 2+C4+2 4 RAIL ' 63.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C4+2 5 2+p+2 4 2+C4+2 6 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS = a *�� "` J,C IM7111 a NOCNAN�7/asstrF�r =1p' STA 6 JJt Sim 0 Ao�EawrcaP7oe�7ro +St1FlNOTE ' °,�61� � ANCHORAGESPACINQ,OXANDXOWIAIDOWS %, !2oR.o?.•'G��'�` FX 411&W C �TAe1.FUTo4s�CTVAL SSOWTOAWHMCAP P.0-B&l�ee AL(JM.HORIZONTAL ROLLER WINDOW WALT �'�.ZONAL�E�:�� Ju �p s > r ttRTtO NT3 10 d 1 J 4127-10 E a�Pza P 1 3/4"MIN.E.D.TYp. NOTES: 2x WOOD BUCK. MIN.3.4 KSI .� 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED 1/4ELOO CONCRETE , NOTE 3 1318" TAPCONS EMBEDED 1 318'MIN.OR 114•SS4 CRETE-FLEX EMSEDED 1314°MIN..MINIMUM DISTANCE FROM •`:'^:�: NOTE 1 MIN, ANCHOR TO CONCRETE EDGE IS 1314!1. FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD. 1x WOOD ' -r- 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G6)OR IW 884 CRETE-FLEX WITH BUCK, � #12 TRIMFIT HEAD. NOTE 3 F-w '�"� 3.WOOD SUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1!4' 114' T THAM 11Y. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. MAX. MAX. WOOD BUCKS DEPICTED AS 2x ARE 1 12"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD 3l 8HBA BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE yyppD ANCHOR' ANCHOR, 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083-T6 AND A MWIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 116"THICK.THE ALUMINUM STRUCTURAL MEMBER SHAT 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 TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET META-SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE MET,THE 114" RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. MAX. 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER SHIM _Ij JI 13C 114"MAX.SHIM 1+- 1 19'MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. MIN. f " (1.6 K81 CMU) f OR :•'~ PER NOTE 1 (3.4 KSI CONCRETE) WOOD CONCRETE ANCHOR, /�HOR, NOTE 2 NOTE 1 0 ; 1 3/4" I EXTERI INTERIOR MIN.ED (HE &SILL DETAILS A,B,C,D,(3&H) .. ..• TYP. 2x WOOD BUCK NOTE 3 1x WOOD BUCK NOTE 3 -T SEE NAILING DETAIL E DETAIL F I�� (JAMB DETAILS E,F&q XTERI TYPICAL FLANGE FRAME JAMB SECTIONS CONCRETE 'u OR ANCHOR, WOOD H (HEAD) ANCHOR NOTE 1 NOTE 2 NAILING .131 DIA.MIN.x 2112"NAL PRODUCTRBYISEU AT CORNERS AND W O.C. y{og F 114" 114" TYPICAL DETAILS G.H&I. 1;u0dMgCada MAX. MAX' $D SHIM SHIe • cQ II7 SEE Pinata •: a NAILINGf. ` ' ,ti NO, 1 +' 1318 MIN. . IN.3.4 KSI E.D.TYP. 113/4" 6, J 1 �tuttr M •`. : SEE NAILING MIN. �� (LYNN CONCRETE DETAIL C 2x WOOD + a .` ��O�CENSF!le CK, DETAIL D NOTE 3 DETAIL G(SILL) DETAIL I(JAMB) * No.58705 TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS J.t 10/17/11 E NO fxIANOETMBffEET 1?' .ifs awl b 1YOCkfAMG7ETf0S T '� °� � ANCHORAGE DETAILS ��`��v. Pic af&W c P.o.egxl8� ALUM.HOROOMALROLLEKW/NDOW IMT—El ��'�/S,�ONAL�E��• BF G•Os MOxQd18,834274 1 , �B,seee,e �w am A.LYI•H4 P.E. FIC 2 J.1 300 rr�fo Half 11 a11 4127=f0 PEs MIAMI+L1AiI3 MIAMI DADE COUNTY,FLORIDA 4 PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11803 S.W. 2e Stract, Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION 'T(786)315-2590, F(78Q 315-2599 NOTICE OF ACCEPTANCE (NOA) dam midade gg*ora/ PGT Industries 1070 Technology Drive Nokomis,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miaml-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it Is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series 11811-700"Aluminum Single Hung Window-L.M.L APPROVAL DOCUMENT: Drawing No.4040-20,titled"Alum. Single Hung Window, Impact",sheets 1 through 11 of 11,dated 09/01/2005,with revision"D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P. E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant: LIMITATIONS: Miami-Dade County Product Control Approved Shutters Or Protection Devises shall be required for GIazing Option"IIA"at installations above 30 Ft.above ground(See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state,model/ series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0405.10 and consists of this page 1,evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 11-1013.14 cm It,GP&&W-' Expiration Date: March 26,2016 t� Approval Date: November 03,2011 10 Page 1 t PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20,titled"Alum. Single Hung Window,Impact",sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P. E. B. TESTS 1. Test reports on:1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 20394 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fm frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on:l)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 20394 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s F17-4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada,P.E. (Submitted under previous NOA No.07-0322.06) 3. Test reports on:1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 20394 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No.0 7-0322.06) 4. Test reports on:1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4649 and FTL-4723, dated 10/05 and 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under previous NOA No. 05-101&01) t Ja me D.Gaseo ,P.E. Product Control Section Supervisor NOA No.11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-1 'PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 3) Test reports on:1)Air Infiltration Test,per FBC,TAS 202--94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202--94 4) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL4947 and FTL--4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted imder previous NOA No.05-1018.01) 4) Test reports on:l)Uniform Static Air Pressure Test,Loading per FBC TAS 202--94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203 -94 along with marked—tip drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing laboratory, Inc., Test Reports No.'s FTL-4948 and FTI,-4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05:-1018.01) C. CALCULATIONS 1. Anchor verification calculations and struciural analysis, complying with FBC 2007, dated 01/11/2011,prepared,signed and sealed by Robert L. Clark,P. E. Complies with ASTM E1300-04 (Submitted under previous NOA No.H-0128.03) D. QUALITY ASSURANCE 1. Miami—Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours &Co., Inc. for their"DuPont Butacite*PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance F�To. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. Jaime D.Gasco l,A L Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC-2007 and FBC-2010,dated October 07,2011,signed and sealed by Anthony Lynn Miller,P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller,P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-5063, FTL-4645, FTL-4649, F!rL74723, FTL4947, FTL4650, FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 thorough 08/10/05,all signed and sealed by Edmundo Largaespada,P. E. (Submitted under previous.NOA No. 07-0322.06 and 051018 01) G. OTHERS 1. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH-700 Aluminum Single Hung Window - L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. REV[EWE REVISE AND RESUBMIT REJECTED FURNISH AS CORRECTED Corrections or Comments made on the shop drawings during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications. Phis check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents.The contractor is responsible for: confirming and correlating all quantities and dimensions: Selecting fabrication processes and techniques of constriction:coordinating his/her work with that of all . other trades:and performing his/her work in a safe and satisfactory manner. Ralph"l'ai Arc itect,Inc. Date: / By: T— r � \ Jaime D.Gas ,n,P.E. Product Control Section Supervisor NOA No.11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-3 ® GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS I.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) A.5116"LAMI CONSISTING OF(2)LITE$OF 118"ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER S.6/18"LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE OF 118°HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. C.5118"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. D.7118"LAMI CONSISTING OF(2)LITES OF 3118°ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PV13 INTERLAYER. E.716"LAMI CONSISTING OF(1)LITE OF 3118"ANNEALED GLASS AND(1)LITE OF 3118"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. F.711W LAMI CONSISTING OF(2)LITES OF 3118"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. G.13/18"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5118°LAMI CONSISTING OF(2)LITE$OF U8"ANNEALED GLASS WITH A NOA DRAWING MAP .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER ®H.13/16°LAMI IG:(1)LITE OF 118°TEMPERED GLASS,AN AIR SPACE AND 61(r LAMI CONSISTING OF(1)LITE OF IV ANNEALED GLASS AND(1)LITE SHEET OF 118 HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACRE OR SAFLEXIKEEPSAFE MAXIMUM PNB INTERLAYER. GENERAL NOTES.....»......1 1.13118°LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 6118"LAMI CONSISTING OF(2)UTES OF 1B"HEAT STRENGTHENED GLASS GLAZING DETAILS............2 WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. DESIGN PRESSURES....».3 J.1311W LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 711W LAMI CONSISTING OF(2)LITES OF 3/18"ANNEALED GLASS WITH A ELEVATIONS.—.....—4 .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER VERT.SECTIONS............5 K.13118"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 716"LAMI CONSISTING OF(1)LITE OF 3/1W ANNEALED GLASS AND(1)LITE HORIZ.SECTIONS.»........6 OF 311W HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. PARTS LIST..................»..8 L.13/16"LAMI IG:(1)LITE OF 118"TE9QPERED GLASS,AN AIR SPACE AND 711W LAMI CONSISTING OF(2)LITES;OF 311W HEAT STRENGTHENED GLASS EXTRUSIONS.........»....»..7 WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. CORNER DETAIL»........_..7 AM.1311("LAMI IG(1)LATE OF 1/8"ANNEALED GLASS,AN AIR SPACE AND 6J18"LAMI CONSISTING OF(2)LITES OF 11W ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR ........8-11 SAFLEXA�EPSAFE MAXIMUM PVB INTERLAYER ANCHORAGE.........». 2.CONFIGURATIONS:"OX"(111,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) &3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) . A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130002. 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5.SHUTTER ARE NOT REQUIRED. 5.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. �7.REFERENCES:TEST REPORTS FTL4846,FT1,4868,FTL4847,FTL4848.FTL4849,FTL4850,FTL4851,FTL-4723,FTL4957.FTL4958 AND FTL mw. ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL PRODUCT REWSHI) os complying wile mo ietaift S.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. Bu9dit C442 AxcoLUuwj,Na 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE(HVI% �R.T am! ItIII 567 J'°' lou � a MID� Z .. Aj law/i1 0 2010 FRC UPDATE '��•'• g��pP. GENERAL MOTES Jit 0001 G ' cr�uvc vrr�cnassrr ro7F vFt l+s 1oronommmmu r r ALUM.wx SINGLE HUNG WINDOW IMPACT ��OFFSSloNA�',�`��• Fx 1vY3m B 7:0 P.0.ow Inga rx omw� Ike A.iVWi 1l A P.E. �aey: °°0c �` NSB'�842Ta Vv/8(y ' sttTav N7$ t • 91 �40�0 D FLP.E#68706 Pic lIbm .0 ?/29/07 ® NOTE: 1 ,) LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/18"WITH NO CHANGE IN DESIGN PRESSURE. 112"NOM. 1/2"NOM. 41 GLASS BITE 44 GLASS BITE aEXTERIOR INTERIOR v� (ALL SECTIONS) 37 � 37 80,81 or 82 83,84 or 85 70 70 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/18°ANNEALED OR HEAT STRENGTHENED GLASS .080 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/18"ANNEALED OR HEAT STRENGTHENED GLASS 6t18"NOM. 7/18'LAMINATED 5116"LAMINATED GLASS 7/16°LAMINATED GLASS 1 Ur NOM. 112"NOM. 46 GLASS SITE 46 GLASS SITE ED 38 0 38 ® PRODUCrRBYISSD 86,$7,88 ar 92 89,90 or 91 a9�oaosym�ww�d�rMaa aZPW�dWC. 70 118"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS .000 SOLUTIA OR DUPONT PVB INTER LAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 118"ANNEALED OR HEAT STRENGTHENED GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS t t I I t 6118"LAMINATED 7/1(r LAMINATED ``�� AIR SPAM AIR SPACE ��`� ........... 118"ANNEALED OR TEMPERED GLASS® 118"TEMPERED GLASS® .'•. �: 13118'NOM. 13118"NOM. �;' 0 66,105 13116"LAMI 10 GLASS W/511W LAMI 13/18°LAMI IG GLASS W/7116"LAMI w J� ,ororra, R D NOCHAN TMSNETr °•`�°°� ';;°•p' stA�vP c�`' 1070TECHNOLOGY Om" _GLAZING DETAILS % AlLO...........- .LR 0WW1 C CHANGWCRPGLASS TYPETOTMIERWFROM HS NOVAFL$427a F1G „1,3It>B s ADD rra,ea roBfreLAMrLaGLASS BtAbXrGNOTE P.o.agx+e� ALUM.SINGLE HUNG WINDOW IMPACT �' �`SSIONP�;��`�� am""er. cove Nc;g X8 m V &nor anwpua 1Proe A.L1I1(INNMILL;P.E. F.K 8/r/OB J.L 273/07 FU11 2 a 1 t 4040.20 O FL P.E.#68M III FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEGHT :Q WIDTH GLASS TYPE 83" 88- 88" 70- 72- 74' 78- MEETING RAIL 48- A.S,M +80,0 -80.0 +80.0 -M.0 +80.0 -M.O +80.0 -80.0 +80.0 140.0 +80.0 -80.0 +80.0 140.0 HT. W- A. +410.0 •80.0 +MI.O -110.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +710 70.0 82- A, ,M +800 -80.0 +80.0 -M.0 +80.0 E10 1800 -80.0 +78.8 78.8 177.3 77.3 +76.9 "1) H 63118" A,B,M +80.0 -80.0 +80.0 -�.0 +79.8 79.8 +78.2 78.2 +74 9 78.9 +76.4 76.4 +74.0 7d.0 UP TO 831/ C,D,E,F,G,H,IAY.I. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 mo -80.0 +80.0 -M.0 +80.0 40.0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W!HIGH SILL OPTION,& TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 318- 44" so 6w 83" 72' 74' 76" MEETING RAIL 48- A,B,M +80.0 -80.0 +80.0 -80.0 1+80.0 -80.0 +80.0 4XXO +70.0 -70.0 +70.0 70.0 +70.0 70.0 80" A.S.M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 79.9 +70.0 -70.0 +70.0 70.0 +70.0 -70.0 82- A.B. +80.0 -110.0 +80.0 -80.0 +80.0 410.0 +78.9 78.9 +70.0 -70.0 +K$ 48.8 +07.6 •87.8 !TH 5311W I A.S.M +80.0 40.0 +80.0 -80.0 +80.0 -60.0 +7&0 -75.0 +080 -88.0 +88.7 •80.7 +86.6 -0.5 UP TO 63 lirl C.D.E,P,O,KtJ.KL 1+80,0 40.0 +$.0 -80.0 +80.0 480A +80.0 40.0 +70.8 70.0 +70.0 70.0 +70.0 -70.0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL PIN WINDOWS W/HIGH SILL OPTIONTE TABLE 3. � BASED ON FLANGED DOW RAM IP TO-TIP S DIMENSIONS w HT. WINDOW HNGHT MINUS BASH HEIGHT MUM WINDOW HT.W/SASH■78-FLANGED AND 78"iNTWRAL F113 MINUS WIDTH GLA88 TYPE 171/8- 22 11118- 26 3118" 333W 39 6118" 4413118" 1 5 3041" 8618/18- SASH 83118" q,E F,J,K,L +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 40.0 +70.0 1 70.0 1+70.0 1 70.0 1+70.0 70.0 1+70.0 70.0 HT. HT MEETING RAIL 4 GLASS TYPES: TEST REPORTS TABLE 4. 'X' 1 A.5118"LAMI. 118'A,.090.11WA) FTL-4047,4848,472A 4967 13.8110°LAMI- 118°A,.00Qj/M FTL4647,4848 C.8118"LAMI-(1/814111490,1/8"HS) M4047,400 0.7/18"LAMI. 3118°A..090.3110'A) FTL-4845,4885 E.7/14'LAMI- 18"A,.080,3110'HS) F7L4845 PROM=PX$VISW F.7118"LAMI-(3flrHS..090,311816) FTL4045 awIth dta mad" G.13118'LAMI Q-118'T.AIR SPACE,8118'LAMI. 1l8'A,.090,1/8"A) FTL4048,4723 MN " 0 � K 13110'LAMI IG-1/8'T.AIR SPACE,bili'LAMI- 1/8'A,.090,1/8°HS F1L-4848 L 13118'LAMI IG-1I8 T.AIR SPACE,5118'LAMI. 1/8'!6,.090,iffHS FTL-4848 J.13/18"LAMI tG-1/8"T.AIR SPACE,7118'LAMI- 3/1WA,.090,3/18'A FTL4849,4850 K.13118"LAM1 IG-1/8'T.AIR SPACE,7/16'LAW-(3/18'A,.090,3110'HS) FTL4449,4850,4988 L.13/1W LAMI 10.1/8'T,AIR SPACE,7118'LAMI• 10"HS,.090.3118118) FTL4S49.4850 M.13118'LAMI 10-1/B"A,AIR SPACE,5118"LAM-- 1/8'A,.090,118"A FTL45010 ��LYI1N Mu�F NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN 58705 PRESSURES ARE UNEFFECTED. jc i tdo. 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1'FROM THE FLANGED Tip TO-TIP FRAME DIMENSIONS. (� 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 618'MINIMUM TO 38'MAXIMUM.® 8 JJ �100177/111 b NOQFfAAt0E87J118811li@T • .,010TaCHNOLOYl DESIGN PRESSURES .0,�: . FLOO.• � . 0 CHAN�CAPGLA88TYP8707EMA9WFROMHS NOW"pI.S427a>=Jc' a raaq�c,�a ALUM.SINGLE HUNG WINDOW IMPACT vaw NQKOL88.R 8�4T4 aer,+.a.e mre tur�xa A.LWA It'dld.P K P.E. JtJG WW J. 2rJ,ry0T Btm Al7S 8 a 1 i 4040- D FL P.E.#68705 53 QW MAX.FLANGED WIDTH 52 U8"MAX.I.F.WIDTH 49 518"MAX.FIXED D C DLO(ALL) 17W MAX. 75"MAX ( 75"MAX SEE DLO I.F. A A I.F. I.F. TABLE 0 j D-J HEI SEE DLO HEI SEE DLO C HEI HT ® TABLE O j A TABLE O j 76"MAX. 78"MAX. 76"MAX. FLANGED FLANGED FLANGED 38 T/18" HE HT HEI HEI HT TABLE X /SEE DLO � SASHSEE DLO x SEE SEE DLO x g (MAX.) HEI HT TABLE — j NO 4 TABLE — j 4 L Ill, L— L- 481!4"MAX. VENT DLO(ALL) DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 111 VERTICAL DAYLIGHT 75"MAX I 75"MAX OPENING I I.F. I F. FOCEDLITE HIGH SEE DLO I HEI T E HEI HT LOWDETAIL SILL SILL TABLE ® SEE DLO O � TABLE 0 % A 34 9i2" 34 3M8" 7S"MAX. / 7S" 8 415/8° 41114" FLANGED FLANGED C 41114P 40 7/8" HEIGHT HEI D 52 518" 5211/16" E 521/4" 52 5/16" I �" LOW HIGH as D SEE DLO TABLE X j SASH SEE DLO TABLE x j SASH SILL SILL HEIGHT HEIGHT DETAIL 34 34 p"SA Mo it•l l3>aoJ s B 27 7/16" 271/8" r DETAIL D DETAIL E C 27 7/18" 271/8" orco�wxcoalml D 16318" 15314" VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) E 16 318" 15 314" TABLE 5. �Irlrr NOTES: 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. Z`:'OGESSS 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. 68705 I SEE SHEETS S THROUGH 11 FOR ANCHORAGE INFORMATION. ® Z* 00 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT. will 'w JUL sow ' rom7H+ o NO criaruoEs T sir 1070UCHNOLDGY Dare ELEVATIONS %adr �U,c gjTryApR10"',07 F '•....... ,ts ' aw0>hr c nroc> snsss► r Hawaals,RLaa27s '� ssIONA�-1,,�• JEW ALUM.SINGLE HUNG WINDOW IMPACT ��, PdG I MAW B AW&7EQRA M . VE1231 CHaAfOTiESADAAV7E4. paegxlecre arm 60"" awe a oxd A.LY FJC 8/1/08 1a 7 NOKC141�,FL841P4 Yltvtb{y Bettor t#i700 ALTS 4 s 11 4040-20 D FL P.E.#SS70S I+-2'7W--1 NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS,(1)8°FROM EACH SIDE OF SASH. 26 27 NOTE:BALANCE PARTS USED 1 INSIDE INSIDE VENT DAYLIGHT OPENING ® BASED ON SASH WEIGHT 31 9,10,11,15,15 MAX 2.710° FIXED LITE 7,8 OR 17 DAYLIGHT 25 OPENING 25 MAX.FIXED LITE DAYLIGHT OPENING OUTSIDE MAX.WIDTH 6 SECTION A A OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS,& INSIDE 23 47 50 Max. HEIGHT I HIGH I OUTSIDE I SI 2. I LOW SIj.L MAX. VENT DAYLIGHT 48 48 HK3H SILL LOW SILL HEAD JAMB OUTSIDE OPENING (8 2.710° ALF.FRAME q 28 53 OUTSIDE li as dyamdft�woffigKmrlaa fay =-a�, 536 2330° 2.Ir 848" 53 52 (LOW SILL) (HIGH SILL] SEE NOTE ABOVE 54 64 t t t t t t 3 30 ULTRALIFT gg 67 .��CENs 12 ONLY ULTRAUFT SECTION 13-1312 ONLY SECTION C-C _*r NO•yS705 USTOP (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION)Dow ,O f ,t Lu o�I Lu .+C.► 4a7F1 t RrAD NO CNMQU 7M SHEET °o°°*tlone ;� ' S TB JR cawU4l01!!f C PlOt2iANQE37P8SHEET 107072C}WOL001fDRNE SECTIONS i�.t .......... lOP-�02 FJc $ crrows�r�nlsr»�arE coa�roNENrs N P ALUM.SINGLE HUNG WINDOW,IMPACT � ISLS' ��`� ..anarr aou� w�e,es r A.LYI(M WIN11116.E. FA J..G 7 W=FL Be ar sri700 HaN 5 d 11 1 4040.20 D FL P.E.#50705 "m DWG.# DESCRIPTION PGT# ITEM DWG.# POW 1 4002A FLANGE FRAME HEAD 812225 60 1835 BCREF.N SPLINE-.135 DIA,HARD 81035K 2 1155 #8 X 1.000 QUAD PN.Std 781 PG61 81 SCREEN CLOTH 61616 3 40030 FLANGE FRAW BILL LOW SILL 892228 83 606 GLA2ING.CHANNEL(.888 X$00) 8633402 5 1828 ADHESPA OPEN CELL FOAM PAD TPAD1628 64 1181 #8 X 1.000 PH.BUGLE TEK 708X1 8 40 FLANGE 812227 67 WWO TAPE.111 X 1 -Me LAMA 10 7 5 SASH 612244 ® 88 4051A BOTTOM (H SILL 1 8 4025 SASH SI (EGRESS)1.128 LONG 612244 80-'4050A FLANGE FRAME SILL HIGH SILL 64050 9 4029 SPIRAL BALANCE,3G",618",OR 11118" 70 81L DOW890,998 )GOWN. 10 1080 Ct>11ERI SW OR 5i" BBALCVRe16 80 A GLASS,5118°LAM, 11b°A.090 PW, W 11 #$X. 50 PH .SW 7$34AA 81 ,611 LAMS, 1A1" AW 14S 12 BALANCE BOTTOM BRACKET 7BALTBKT 82 C,GLASS,5118"LANA,(11"48,0"MAIMS) 13 08511SASH (RADE 42504 ® 83 D.GLASS,7118°LANA, VA-090 P1E,1B" 15 98 X 1 HIL FLAT HEM S.STL 78X1 FPAX 84 E.GLASS,7118"LAMA, 1/8"A.OeO PW$,118°H$ 18 108x1 BALANCE COVER,11118° 6BAL0VFi870 ® 85 F. ,7n8°LANA, 1AI°H8, O PVlS,1AI"HS) 17 4063 C $4053 MASS,13MV Ki;1 'T,AIRSPARE,6118"LAM, 1/8°A•090PVB,1/8° 18 4029-1 SAStI BRACKET 7ULBRKT 87 H.GLAS8,13M8°LANA Ki;1G"i AISPACE,511 "LAfi9 118° .080 118°HS 19 118.32 X 112°LG.PH.FH.TYPE F S.Sri 783 X12FPFX 08 IL GLASS,13116"LANA IG,I/8"T,AM SPACE,5118°LAMA, M!$"1.1S,.090 PV8,1N'1•IS 21 40540 G RAIL 840540 ® 89 J.GLASS,13118"LAMA 10;1 SPACE,7118" 18°A.090 PVB, 18° 23 40080 RAIL 84008 00 K ,13118°LAMA ;1/5`7. SPAC 71180I.M.(3118°A 090 3M8"H 25 1236 W$TP..1 0 X Q BACK.FW SEAL 67$180 91 L.GLASS, LANA IG 118"7,AIR SP E,711 LANA 8°HS„080 pVB,3M 26 1098 SWEEP LATCH 71098 82 M GLASS,1 ,( J 27 1018 68 X.825 PH.PL.SMS 28 4007 SMH 601MM RAIL OW SILL 61 30 27 30 1228 VJW..BtJLB VINYL M49 31 4008 BASH 6100 RAIL 812231 34 1288 SASH FACEGUIDE 4250i 36 1 1622 W 815MG BLOCK 3/32"X25184°X 1" 71 2K Ij so 36 1052 LANAIG BL K1"X314"X1118" 71MK es 37 1224 W M GLAZ BEAD BULB IC 6 47W,K 39 1225 W M OM BEOV BULB W 8TP240K 41 40398 GLAZIN ,6118 LAM GLASS. 640000 47 FRAME I.F.HEAD 42 4044B GLAZING 9W.5118 LAMA 1A9GRILL KIT 644703 ® #4071A,6063-T5 44 4222A GLAZING .711fr LAN 04222 45 9960 GLAZING BEAD,7116°LANA WGRI.L KIT sees ®48 FRAME, I.F.LOW SILL 48 4087 GLAZING BEAD,13MV LAMA I.G. 84087 #4072A,6063-TS 47 4071A FRAME.L .HEAD $4071 48 4072A LIP.L SILL 64072 2.37 �km& 49 4073A IF.HIGH SILL 84073 60 40748 FRAME,IF.,IAMB 84074 62 4009 ELL.LA MESS OW SILL 784009 .082 NOM 63 1088 PRING,SILL LATCH GRITS) 7WRNG THICKNESS 1 4 4 ILL) 740 471 Z 1 56 1014 SCREEN FRAFM OR.8 VER.) 81014 002 NOM 56 1830 SCREEN CORN9R KEYVIARING8 71830 THCKNESS 57 1831 BEEN CORNE2 KEY WDUT RINGS 71831 ��``y�`lK��L(F,Q 6 1073 SCREEN SPRING 7CASP �` O`�:•�t33E• be 1824 SCREEN SPLINE-.135 DIA FOAM 81824K @FRAME, I.F.JAMB '� `�FRAME,I.F.H�QH SII.I. #40748,6063-TS =* No�'� W c ®� 04073A,003-TO (USED AS RADIUS TOP HEAD) * I I Lu DAN ; ,� Iz .►,� lacy/It NOCKW N7WahWr sit, V. C9 10JOTlCfd00Y0J0VE PARTS LIST � Q FL00?' ,Gtt OOVII R CHANSWOAPOLA89TYPE Tv1�lP�FR0MH8 Ndc�ps.Pi"276 }*' ''�i�FSSIONP�`�` „Hyp, # Po „� ALUA�L SINt3LENUNQ WIIVDCVV IMPACT —Lie bY1w maimAA .FLas4Ta 19s1b4y Bever NTS 6 u 11 4040.0 a A FLP 0A 58�P E. ® I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 Or 47 ` 2 it I.F.FRAMEQ +--2.784 I 1ff .oez 1. 63 2.830 2330 1 .062 6 or 50 O FLANGE FRAME HEAD I #4002A,6083-TB I+-2.784---- I IN 1748 O FLANGE FRAME SILL (LOW) WELD #40030,6063•T6 6 Or 50 ALONG SCREW BOSS(2) SEALANT OR GASKET !9 _ l I AT HEAD AND SILL 2.710 -1 �1.813� 738 I .082 '040 VIEW 0-D VIEW E-E (1/1&VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) O SASH STOP SASH STOP COVER FRAME CORNER CONSTRUCTION Q FLANGE FRAME JAMB 7 #4026.6063-T6 17 #4063,6063-TS — — — — .060 #4004,6063-TS (USED AS RADIUS TOP HEAD) —" 11.166 x-- .878 �—«•{-T 1.3442 2.326---1 •-2279-----� 1.098-os'z 41 GLAZING BEAD,5/16" IL TV #4039B.6063-Ts �� 1.87 osz tss 1'7071 62� SASH SIDE RAIL 062 Las>—J 31 #4=.W63-Ts 21 FIXED MEETING RAIL 28 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) .678 O #4054A,6083/10-T6 #4006C,6083/18-TB Q #4007.6=46 050 —1 QBQ 1.096—I-----I 676 42 GLAZING BEAD,5/16" rRoDUCTREVISOD ascomplyinwith do Flor+d0 #40448, T5 6 �g Corks .082 1—j 2.326--� 1.088-I-a T (USED W/GRILL KIT) Accopt�wNo� �� tix ' 2.946 4 GLAZING BEAD 7/16" I 3.446 #4222,6083-TS t'►oduct Ca4ro1 2.636 .683 .050 .060 .062Z-----I�' \ttillit .878 1 1.097 `��,( . . .060 46 GLAZING BEAD,13/16'IG `�` .(.o. � riss'' 1.115--1+ 7 T #4W7,6083-TS 69 FLANGE A R.sS LL (HIGH) 6$ SASH B07TOM RAIL (HIGH) 45 GLAZING BEAD,7/16" is: No 56705 a #4051A,8083•T8 #9850.6083 Ts (USED W/GRILL KIT) O +°!H ofgaw �= J.� 1007/11 D NO CHANGES 7HA SHEET OR','• STATE WillbbE�CTRUSK?I11,S&FRAME CORNER DETAIL 10707ECHNOLOOYDRIVE , � •........... :''�, � ,rit o4ro1/11 m Af0UP Te ECC ASWMYTVXaLVELF. '� ALUM.SINGLE HUNG WINDOW,IMPACT '��";,'gSIONAL `ll; AAM ifiMMMUM21 ALLOYP.a 1 e,a,woaa a u�ao< A LYI` I'INILL�4,P.E. awam 11/1308 Goes= c�a Nlb FL3k2Y4 r/isiibl�r Better H8// 7 -ell 4Q4Q-20 b FL P.E.#liW, FJG 8/11/08 J.L 2�13lQ7 ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4"ELCO TAP06NS 2.1/4"ELCO S84 CRETE-FLEX SUBSTRATE: 28.803 34.803 40.603 46.603 52.603 58.603 64.803 76.000 ® 3-#12 SCREWS ANCHOR TYPE: U v U U U U U v U U U U U U U v cn U Z Z c+f G Z Z cn Z Z 1 Z Z cn f7 Z Z c+)d Z Z th 0 Z Z to Z Z 2 ANCHOR LOCATIONS ARE BASED ON 5 HE WWIDOH TYPE 8`�8�` U 8 0"8 U, )N 8 8�I N 8�-8"��►8�-8� "8 8 �N 8�-8 HEAD°81/2"DIMENSIONS. MAX FROM TOP CORNERS JAMBS-17172"MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1_ 1 1__1 1 _1 _1 _1 1 1_ 1_ 1 _1 _1 1 _1 1 1 _1 1__ 15"MAX.FROM BOTTOM CORNERS 19.125 H,I,J,K,L 1 21 1 1 1 9 2 1 1 1 2 2 2 1 2 2 2 22 2 22 22 2 2 2 22 2 22 2 2 2 2 2 2 2 2 2 23 2 2 3 3 ffMAX BELOW MTG.RAIL A,B,M 1 1 1 Al1� 1� 1� ®SILL-ANCHORS NOT REQUIRED 1 21 111 1 21 11 2221 222222222222222 222222222222232233 3INSTALL PER THE ADJACENTTABLE ANCHOR C,D,E,F,G, 1 1 1 _1 _1 1 1 1 1 1 _1 _1 1 _1 _9 1 1 _1 _1 1 1 1 9 _1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 24.000 H,I,J,K,L 1 21 11212121 2221 222222222222222232222232223332233 1 _1 1 1_ 1 1 1 1 _1 1 1 _1 1 1 1 1 1 _1 1 1 1 1 1 ®ABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M 1 2 1 1 1f-21-1 2 1 2.1 2 2 2 1 2 2 2 2 2 2 2 2 2 -' 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 �©D NDOWS. INTEGRAL FIN DIMENSIONS C,D,E,F,G, 1 1 1 1 1 _1 1 1 1 1 1 1 1 1 1 2 1 1 2 _ 1 2 1 1 S.DESIGN PRESSURE LIMITATIONS: 32000 H,I,J,K,L 121 222231 222231223232223232223332233343233343344 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �-Tj BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A A'B'M 1 2 1 Z 2 2 2 3 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 34 MAXIMUM DESIGNPRE33UREWITHTHEQUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE C,D,E,F,G, 1 _1 1 1 1 1 _2 1 1 2 1 2 2 1 2 2 _1 2 2 1 2 2 1 2 MAXIMUM DESIGN H,I,J,K,L 2F2 1 2 2 2 213 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 ,3 2 3]3L4 2 3 313 314 3 3 3 4 3 5 3 34 4 PRESSURE FORTH 37.000 RESPECTIVE SIZE 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS A,B,M 221 222231223 3-2223232223232323342333343334353344 AVAILABLE' PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 _2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 221 222232223232223232323242333342334353334453344 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 221222232223232223232323242333342334353334453344 PSF 79 TABLE KEY: C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MAX.Y: 44.000 H,I,J,K,L 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 3 3 i14'' 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 PSF 4 5 3 4 4 5 (DP LIMITED) 718 2 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 0DUCrRHvL%w ARM 2 2 2 2:2L2 3 12 2 2 3 2 3 2 2 3 3 2 4 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 4 4 5 HEAD 2 complying vvud'heFla oda PSF 79 79 JAMB ABOVE 2 3 c� ". O C,D,E,F,G, 2 2 2 2 _2 2 2 2 2 2 2 _2 2 2 2 2 2 2 3 2 2 3 2 2 AMMTGRAIL �! JAMB BELOW 48.000 H,I,J,K,L 222222232223342333342 334342334353334353345463455 MTG.RAIL arterwduct C. A,B,M 2 2 2 2 2 2 2 2 2 2 a s 2 2 2 2 2 2 3 2 2 3_ 2_ 2 Z22222232223342333342334342334353334353345463466 (FULL DP) PSF 72 79 79 HEAD 2 ��y\,YNN 14 4 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JAMB ABOVE 2 3 53.125 H,I,J,K,L 222222232223342334342334343334353344483445483456C' �- 2 2 2 2 2 2 2 2 2 _2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 JAMB BELOW *r tda• A,B,M 22 22222322233423rawlaw 34342334343334353 -3 4 3345463445 MTG.RAL add. 10/07/11fNOCHAMES7MShMEr °°' o� ,•. s�A 1QA.r':(22 ANCHORAGESPACING 1/1 WINDOWS F•� ,.- J.Iz OMNINOCHAN12 9THISShIEE NNWI�acoan�s�rs � ,�'OE; ��,?,• '� � � SrruCrFoersrrE po s�c�cee ALUM.SINGLE HUNG WINDOW,IMPACT ,`SSlONA,,�� FJG 11/faw air era�r sous, am�yea aoa A.LYIJId4ti4IK P.E. lG 7/ ?/23107 Na1COdAIB,FL94274 8t/Ja4 NTS 8 d 11 4040.20 D FL P.E.#58705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: - NS WINDOW HEIGHT 1. ANCHOR TYPES:2-114°ELCO SS41W ELCO CRETE-FLEX SUBSTRATE----., 29.655 37.156 44.656 62.165 59.8fi5 67.166 74.656 76.000 ® 3-612 SCREWS ANCHOR TYPE. C1 U U D U U A U U ' U U 0 U U Q U U d U U 0 U U 2 ANCHOR LOCATIONS ARE BASED ON THE GEMS M cmz_zM c4zrZMONZ-ZM Nz Nzr,zm Nz moC14Z�ZM0 z��Z DIMENSIONS- WIDTH W TYPE N§ �+ O N§ U U a� U O a§ U O N§ Q Q N U dV Q U V HEAD 8112 MAX.FROMFOLLOWING TOP CORNERS C,0.E,F.G. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15 1 1 1 1 1 JAMBS-17112"MAX.FROM TOP CORNERS __ _ ._..._. .._ _. .._ ... ._ _.. _.._.._..._ ........ ..._.. _ _. _. _. ._ -if-2 _ 1W MAX.FROM BOTTOM CORNERS H IAK.L 1 1 1 1 1 1 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 z 2 2 3 2 S°MAX.BELOW MTG.RAIL 19.125 1 1 1 1 1 1 1 1 _1 1 1 1 1 1 _1_ 1 1 _1__ 1 1 9 1 1 1 ®SILL•ANCHORS RIOT REQUIRED a,e,M - 11 1 111 222122222122 222222222222222222322232322232 3.INSTALL PER THE ADJACENT TABLE ANCHOR PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,a,E,F,G, 1 1 1 1 1 1 1 1 1 9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE 2. 24.000 KLJ.K.L FITI 111 111 212 Ill 21i 21.2 2 2 2 2 212 212 212 212 212 3 2 3 2 2 2 3 2 32 2 2 31'2 3 2 212 rTABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B M 1 1 1 1 9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 1 1 1 1 1 2j_2 1 2 _2_F2979'1 2 2 2 2 2 2 2 2 2 2 2 2 2 32322232-3T2-272-:31:2 3 2 2 Z 3 2 �ARE V LESS. PSF W 77 !3 DESIGN PRESSURE LIMITATIONS: C,D.E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 H,IAKL 7 1 1 1 Ili 2 2 2 12 2 12, 2 3 2=2 2 2 3 3 2 2 3 3 313 312 313 3 3 2 2 3 3 4 3 3 2 4 3 4 3 3 2 4 3 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 _1 _3 1 1 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY A,B,M OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE 1 9 1 1 91 22222223222233'2233333233332233433243433243 MAXIMUM DESIGN PSF 59 67 79 PRESSURE FOR THE RESPECTIVE SIZE C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 '2 2 1 2 2 1 2 AND GLASS TYPE IS 37.000 H.IAK,L 1 9 1 119 2222222322233322333333433332 33433243443243 AVAILABLE. ABM 9 1 1 2 _1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 19111122222223 _223332233333343333233433243443243 PS 64 79 82 79 C,D,E,F,G, 2 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40,000 H,I,J,K,L 111 911 2222222322333322334333433 33343443343443363 A,BM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 2 2 9 9 1 111 2222 222322333322334333 3-3333434433434 63 • TABLE KEY: PSF 49 79 56 79 79 MAX PSF C,D,E,F,G, 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 z 2 2 z 1 z 2 2 2 2 (DP LIMITED) 1l7 44,•000 H,I,J,K,LP45 III 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 2=3 3 3:4L4 3 3 4=3 4 4 13 -3 4 3 4 4 3 3 4 3 4 4 3 3 5 4 �M� ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 JAMB AB VE 3HEAD 33 c ` rtioriaa 1111222222332233342333443343443343443343443354 MIGRAII o ip�3PSF 74 51 74 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 JP+MB BELOW 48,Q00 H,I,J,K,L 111 11 9 2222223322333433334433444433444443544443b4r' adetrouKC+un EA 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 911 911 222222332233343333443344443344444364444364 FULL DP 111IIt� F 41 67 48 ST 76 79 HEAD 2 ` ��y��NN A11k G 2 2 =22 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 JAMBABOVE 2 2 o '53,125 111 1 223333334433444433444433445543b4554354 MTGRAII2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3JAMB BELOW rA,B,M — MTG.RAIL1 11 1223333334433444433444433 44544354644354 - (x. Ip cW= J 1Q/0T/11 o nO cI1A;tius 7lus 7 ""�°� �,p.• stA or- JA . :0 � T ANCHORAGE SPACING STANDARD VIEW �am�cHNo�o3vcalvE �mw ,O,�'•..•FLORA.• a>r� srR=�n arsr ALUM.SINGLE HUNG WINDOW,/MPAC7 ��' FSStONP� FX n�3roe !;t SYsmE woiwenlsR1a awe a Lae vmovm& A LYNN M11 L1i1�,P.E. F.r- 7/M J.J 2/6w Ohm ff f—9 . 11 1 4x440-20 D FL P.E.#Mm ANCHOR QUANTITIES ABOVE MEETING:RAIL HEAD&JAMBSI CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEGHT MINUS SASH HEIGHT FROM TABLE 8. 1. ANCHOR TYPES: 1-114°ELCO TAPCONS SUBSTRATE: 17.126 22.668 28.211 33.754 .2 44.839 1b0.382 55.925 2-114"ELCO$84 CRETE-FLEX ANCHOR TYPE: In U U o U U © t) U In c 3-#12 SCREWS Ooz � Z �ZO�` U 'zO2ANCHOR 710NSARE BASED ONTHEFOLL INt OUe( pc� o ®HD-181!2"MAX.FROM CORNERS WINDOW GLASS� Nm WIDTH TYPE NpoOOppf � ` O 19.125 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17112"MAX.FROM TOP CORNERS KL _.1_..._ __ ...1_. 2_. _2__.._2. _.2...a._. ..?_.__2_.._2 2- 2 2 2... . 3_...2 .._3_ ...3__ 2 3 3 3 3 11 112"MAX.ABOVE THE MEETING RAIL DEFJ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 W MAX BELOW MTG.RAIL 24.000 __.. _.__.._._._ 18"MAX.FROM BOTTOM CORNERS KL 1.. ...1_...._9... _2._.__2.......2. .2... _2_ ...2. .._2._._2.. ....3. ._8._ ...2- .3 _...3 ..2. 3. _.3. ....3.....3 3 3 4 SILL-ANCHORS NOT REQUIRED DEFJ 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM 32.000 ' _.1_... �- ._2 . 2" 2_. 3 2 __. 3__3.._._3 3 .-3 2 -3' ...4 3 4_ ..4 3 . ...._.3_. VIEW WINDOWS FROM TABLES 7.AND 8.USING THE PS 79 ABOVE TDIMENSIONAL TERLA OF NOTE Z USE TABLE 7. R MEETING RAIL AN ABLE 8 FOR BELOW. 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 9 2 2 1 2 2 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW �_ ..___.._.._._ _.__. ._�. _ _ ... .______ .___._.._._. __._.______ ._._ ®WINDOWSARE125VMIN.TO38"MAX. KL _1__ ..1._... _...._2......2 2 .....3 2 3 3 3 4 3 3 3 4 3 4 4 4 6 6 4 6 TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PSF 79 79 79 78 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _ 2 2 2 2 2 2 2 2 2 2 1"LESS. KL 1 1 1 2 2 2 3 37 3 4 3' +4 4 3 4 4 3 -5 4 4 5 5 4 6 S.DESIGN PRESSURE LIMITATIONS: PSF 79 78 79 77 79 79 78 ®SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM _ __ _ _ _ DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS KL 1 1 1 2 2- 2 3 - 3 3 4 4- 4 4T 3 5 4 3 5 6 4 6- 6 4 6 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN PSF 78 79 70 79 79 71 79 73 76 PRESSURE FOR THE 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 RESPECTIVE SIZE AND KL 1 1 1 2 2 2 3 3 3 4 �4 4 5 4 5 5 4 6 5 4 - LE. 6 6 5 6 AVAILABGLASS E IS PSF 71 79 63 71 79 64 74 66 77 88 69 ® TABLE 7.KEY: 63.126 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 MAX.PSF KL 1 1 1 2 2 2 3 3 3 4 4 4 '5 4 '5 8 5 6 �6 5 7 1 S 1 5 7 ,(DP L.OVIITED) i12 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD"2 TABLE 8. JAMB ABOVE 2 SASH HEIGHT Mra RAIL SUBSTRATE. 12.776 15.778 18.778 21.778 24.776 27.776 30.776 31.108 ANCHOR TYPE. c a a cl) o p o U v v o o (FULL DP) HEAD WWIDTH INDOW � - 9 - 9 -19 � N � � N � � N �- � N v- � ' cm .. $ N JAMB ABOVE 4 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MTG.RaL7tal� 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 bowcom 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 N0 37.000 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 ® TABLE 8.KEY- 1 74 MAX.PSF 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 (DP LWITEDZ 112 88 78 JAMB BELOW 2 % I l l 111 u '000 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 6 3 4 5 3 4 MTG.RAIL ,�.�Q V�YPtN d4 i, u a 72 79 48'000 2 2 2 2 2 2 3 2 3 4 3 =fj 4 4 3 4 5 3 4 5 3 4 (FULL DP)Fil * Iyo.668705 73 68 88 72 JAMB BELOW 53'126 2 2 2 2 2 2 3 3 3 4 34 5 3 4 -5--F--3 5 5 3 S MTG.RAIL r� L(11-r-fc- OF . 61 awe mm •. JJ. 10!07!11 0 NOCHANGES THIS S gET O.o' ..Pton%o°�'' C��•`~ ,opo Iwowo�ronlvE ANCHORAGE SPACING CUSTOM WEW , JJZ 0M111 0 NO CMNOES 7W SHEET ALUM.SINGLE HUNG WINDOW IMPACT FK 1VIM 8 &SWMKWMffM1S7WCnMBY81M m�r� mer Iaoxa�i8,FL�av4 yam,,Bei e,.rraexs A LYN Md Ll�l�,P.E. F.% 7/amb J:,I ?/?3107 81t70Q NITS 10 d 11 A040-2a D FL P.E.#WM ® EXTERIOR INTERIOR NOTES: 1:FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY ALL HEAD AND SILL DETAI ) APPROVED 114°ELCO TAPOONS OR 114"664 CRETE-FLEX. MINIMUM DISTANCE FROM ® CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1314°. 3.36 KSI MIN.CONCRETE (SEE NOTE 1&3),& 2x WOOD BUCK WOOD ANCHOR 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G6)OR ®(SEE NOTE 4) (SEE NOTE 2&3)® 1/4"S84 CRETE-FLEX. 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE :'.% 13/8'.MIN.,114"TAPOON® TOTAL THICKNESS IS LESS THAN 1 112°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE '•: M! .9 314"MIN.,114-CRETE-FLEX INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1 1l2" OPTIONAL 1x - 13/8" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD BUCK j MIN. ® ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE 4) — --L S.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 114 1!4" 8063-T5 AND A MINIMUM OF 10 THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX, MAX OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET SHIM DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAY BE USED. A.FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN 1 114• 13!8°® MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 114"MAX.SHIM ��-- MIN'. 114'MAX.SHIM MIN. 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7.MATERIALS,INCLUDING BUT NOT LIMITED TO 87EEL SCREWS,THAT COME INTO CONTACT i o WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION.SECTION 2003.8.4(SUPPLEMENT 20D6). CONCRETE ANCHOR, WOOD ANCHOR, f1i FH BELOW MEETING FHBELOWMEETING® RAIL.(SEE NOTE 1&3) RAIL.(SEE NOTE 2&3) 101 3.36 KSI MIN.CONCRETEINTERIOR OR 1.b KSI MIN.CMU (ALL JAMB DETAILS) EXTERIOR K OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK SUBSTRATE(SEE NOTE 4)% (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 114° MA)L I•— SHIM 114° WOOD FRAME MAX. _SHIM PROtKXTREVISED -»—WOOD FRAME c' ofimmolyinvAlbawFladdit cab , 131°DIA MIN. IT Accei � �� x 21/2"NAIL, .131°DIA.MIN. AT CORNED X 2 1121 NAIL, AND b°O.0 M AT CORNERS � � —WOOD FRAME DIA.MIN. AND b"O.C. 1J4 x 2 " x2T131yNN 1p2°NAIL, `�� LYNN MAXJ AT CORNERS �� O. R ' SHIM AND W O.C. DETAIL F,(HEAD) DETAIL E, (JAMB) DETAIL G, (SILL) =do No•ygTt>5 ' TYPICAL INTEGRAL FIN ANCHORAGE ® ' J..L 10/07/11t1-- Aro cmN E87m SHEET lwo THCF�l "w DFum rd -�- ANCHORAGE DETAILS .,0,� J.R. om/11NOCHANf>tiE87WWiW• NOx ,FLMH UN— ADD Fsv a lrea o>r ArorEs ALUM.SINGLE HUNG WINDOW,IMPACT FJC loamAODNO IPDA P.o egottoze s„� anaa ,x. +�. A.LYNId�M�L��t,P.E. IRFaw oow mm alacoa�s,FI.sa274 VIf*b�,w F.lGEyq/pgy 8FI700 NTS 44 a 44 4041?-2a D FL P.E#58705 f . Y MM IAMBADE MIAMI—DADE COUNTY,FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) �,vww.miamldade eov/deveioliment/ PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County PERA- Product ERAProduct Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"FD-101"Outswing Aluminum French Door w/wo Sidelites-L.M.L APPROVAL DOCUMENT: Drawing No. 110058-1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami-Dade County Product Control Section renewal stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration data or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No.11-1013M and consists of this page 1 and evidence pages E-1, E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. u4MabaaE NOA No. 12--0516.02 Expiration Date: October 18,2017 tI l CI o Approval Date: August 30,2012 Page 1 t PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS. 1. Manufacturer's die drawings and sections. 2. Drawing No, 110058-1,titled Series"Alum. French Door& Sidelites,Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture,signed and sealed by Lynn Miller,P. E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6864,dated 04/02/12,signed and sealed by Marlin D.Brinson,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202--94 4) Large Missile Impact Test per FBC,TAS 20194 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5212,dated 05/05/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted udder previous NOA No. 47-0629.14) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010,prepared by manufacture, dated 10/11/11, signed and sealed by Lynn Miller,P.E. (Submitted under previous NOA No. 07-0629.10) 2. Glazing complies with ASTM E13004)2/04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont ButaciteO PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 114325.05 issued to Solutia,Inc.for their"Saflex and Vanceva clear and color interlayers"dated 05/05/11,expiring on 05/21/16. Jaime D.Gascon,P. Product Control Section Supervisor NOA No.12-0516.02 Expiration Date: October 18,2017 Approval Date: August 30,2012 E-2 PGT Industries,Inc. 4 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBG-2010, issued by manufacture,dated 05/14/12,signed and sealed by Lynn Miller,P.E. 2. Statement letter of no financial interest, issued by manufacture,dated 05/14/12, signed and sealed by Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FT"864, issued. by Fenestration Testing Laboratory,Inc. dated 04/02/12,signed and seated by Marlin D. Brinson,P.E. 4. Proposal issued by Product Control, dated 02/15/12,signed by Jaime D. Gascon,P. E. 5. Laboratory compliance letter for Test Report No. FTL-5212, issued by Fenestration Testing Laboratory,Inc. dated 05/05/07,signed and sealed by Carlos S. Rionda,P.E. (Submitted render previous NOA No. 47-0629.10) G. OTHERS 1. Notice of Acceptance No. 11-1013.22, issued to PGT Industries, for their Series "FD-101 Outswing Aluminum French Door w/wo Sidelites — L.Ml.", approved on 11/23/11 and expiring on 10/18/12. REVIEWED REVISE AND RESUBMIT REJECTED FURNISH AS CORRECTED Corrections or Comments made on the shop drawings during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications.This check is only for review of general conformance with the design concept of the prnject and _eneral compliance with the information given in the contract documents.The contractor is responsible for: confirming and correlating all quantities and dimensions: Selecting fabrication processes and techniques of construction:coordinating his/her work with that of all other trades:and performing his/her work in a safe and satisfactory manner. Ralph'rait Architect. nc. Date: f By: c Jaime D.Gascon,P. Product Control Section Supervisor NOA No.12-0516.02 Expiration Date: October 18,2017 Approval Date: August 30,2012 E--3 NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITER PRODUCTRWr•.n - -- -- ._ c�yft wubib¢0.14 1.GLAZING OPTIONS: ftr r A.3/8"LAMI NOM.(.402%CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM 1`/ PLUS(1)LITE OF 3/15"HEAT STRENGTHENED GLASS. B.3/8"LAMI NOM.(.402" CONSISTING OF(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN AW PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/18"HEAT STRENGTHENED GLASS. 'i C.7116-LAMI NOM.(.455")CONSISTING OF(1)LITE OF 3/15"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX(KEEPSAFE MAXIMUM PLUS(1)LITE OF 3118"HEAT STRENGTHENED GLASS. D.7/15"LAMI NOM.(.405')CONSISTING OF(1)LITE OF 3118"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3115"HEAT STRENGTHENED GLASS. i 52 E.13/15"LAMI IG NOM.(.8401 CONSISTING OF(1)LITE OF 3118"TEMPERED GLASS,IW AIRSPACE,(1)LITE OF 1t8°HEAT STRENGTHENED GLASS PLUS AN.090 PVB NOA DRAWING MAP INTERLAYER OF OF DUPONT BUTACITE PLUS(1)LITE OF 3M8"HEAT STRENGTHENED GLASS. I U 2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. TOPIC SHEET O G4 a- ®A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.04. GENERAL NOTES............ 1 (� B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-04. CONFIGURATIONS...........1 Q' 3 18 CONFIGURATIONS:X,O,X�X XO,OX XXO,OX)(OXO,AND OXXO. GLAZING DETAILS...........1 ^� 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES......2 .- SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS qF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS.................... 3 W J REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS.............4 w 5.SHUTTERS ARE NOT REQUIRED. HORIZ SECTKNd.S........... 5 r p O &SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST...................... 5 I- to ILL 7.REFERENCES: I EXTRUSIONS................... 0,7 ll! IESI A DESIGN MANUAL -4964,5212&GW,ELCO ULTRACON NOA:11.o4oG.01,12.0125.e;ANSIAF&PA NDS-2006FOR WOOD CONSTRUCTION AND ADM-2006 ALUMINUM ANCHORAGE....................8-10 O 0 O Z B.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY W HURRICANE ZONE(HVHZ). GLASS ABBREVIATIONS 9.CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN.-ANNEALED (� A.THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2.PREVAILS. Fes.=HEAT STRENGTHENED in p� j � Z B.FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E-E,SHEET 51 IS REQUIRED ONLY AT ALL DOOM TO SIDE LITE CONNECTIONS FROM TP.=TEMPERED Q Z TABLE 1.,SHT.2.REFER TO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE HfA 22 REINFORCEMENT. O 93 93 ® 91 ad N ? d 30 30 *A co 90 73 112"GLASS BITE 73 iNlirS BITE 74 Ll Ka- S BITE G1 94 25 EXTERIOR EXTERIOR a g d 15 1/8"AS.0N.OR_ 3I18"AN.OR 1/4"AIRSPACE HS.GLASS 3M5"HS. .DOD PVB IiNTERLAYER GLASS OW PVB(INTERLAYER GLj SSS. GLASS X111111�1 3118"TP.GLASS (DUPONT BUTACITE OR (DUPONT BUTACITE OR SAFLEXIKEEPSAFE1/8"HS.GLASS SAFLE)<7KEEPSAFE 090 PVB INTERLAYER MAXIMUM) MAXIMUM) (DUPONT BUTACITE) '•2V1 a 318"NOM. 7115"NOM. 13/16" �.'z GLASS STACK GLASS STACK _ STACK C3 , a 3/8"LAMA NOM. 7/16°LAMA NOM. 13116°LAMA IG NOM. � ';•' z GLAZING OPTION A OR B,NOTE 1 GLAZING OPTION C OR D,NOTE 1 GLAZING OPTION E,NOTE 1 '%y� ............ d TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFGURATIONS:X XX,O,OX XO,OXO,XXO,OXX&OXXO NOTE$ PaonucrK�rn°�-^ psypgwi6::. s:„a" a� (FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) 1.GLASS TYPES: o�OMo b• REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS A.318"AMI(118'A-090 PVB,3116"HS) DOORS WITH GLASS TYPES A,B,C,D OR E B.318"AMI(118°HS,.090 PVB,3(18'HS) C.7M LAMI(3116"A,.080 PVB,3118"HS) Dam HEIGHT D.VIG LAMI(3116"HS,.090 PVB,3(16'HS) X WIDTH XX WIDTH 68-79 314" 1 70-83 314" 1 87 3/4" 1 91314" 80-953/4' E.13/1 r LAMI IG(3(16"TP.1/4"AIRSPACE.1/8'HS..090 PVB,3116"HS) g° 371!2" 6° 71314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.01+76.01-75.0 +75.0 -75.0 2.COMB I}ED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2. � t7 O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A Xtxo WIDTH =731/2° MAX XO WIDTH=1081/2' �} U 27 314" +75.0 -75.01+75.01-75.01+75.01-75.0 +75.0 -75.0 +75.0 -75.0 OiOXX WIDTH=107 314" N a MAX XXO WIDTH=143 314" 36118" +75.0 -75.01+75.01-75.0 +71.4 -71.4 +67.6 -67.6 +64.21-64.2 363/4" +75.0 -75.0 +74.91--14.91+70.41-70.4 +66.6 -86.6 +63.1 -63.1 3.SINGLE DOORS 33 SW WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8' -� �$88 WIDE L9R OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE r. O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B,C,D ORE FEC• NPRROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. IW J 36 3/,V 1+75.01-75.01+75.01-75.01+75.01-75.01+75.01-7.5.01+75.0 -75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. to p TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR t SIDE LITES ONLY ® 5.SCAMPZOM S OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: o APPROVED CONFIGURATIONS:OX XO,OXO,XXO,OXX&OXXOa IX.A TABLE 1. g to (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A O O O a) REINFORCEMENT IS NOT REQUIRED AT DOOR&SIDE LITE CONNECTION 30'WIDE x 90'HIGH SINGLE DOOR WITH 29"SIDE LITES O O GLASS TYPES A,B,C,D OR E DESIGN PRESSURE_+67.61.87.6 PSF 0 to U HEIGHT EX.B FROM TABLE 1. LU tt� X WIDTH XX WIDTH OXXO WITH GLASS TYPE A Q 0- 68-79 3/4" 7°-83 314" 87 314" 91 314" 8°-953/4" 68"WIDE x 85"HIGH DOUBLE DOOR WITH 36112'SIDE LITES 04 Z lL 2 25117 40 47 3/4" +58.6 -58.61+55A -55.4 +62.41-62.4 +49.8 -49.8 +47.4 47.4 DESIGN PRESSURE_+70.41-70.4 PSF � Q N 271/2" 5134" +54.9 -54.9 +51.8 -51.8 +49.0149.0 +46.5 -46.5 +44.3 -44.3 EX.C FROM TABLE 2. OXO WITH GLASS TYPE C 291/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 .46.1 +43.8 -43.8 +41.6 41.6 30"WIDE x 87 314"HIGH SINGLE DOOR WITH 26'SIDE LITES 28 31 112" 5° 59 314" +49,0 49.0 +46.2 46.2 +43.6 -43.6 +41.4 -41A +39.3 -39.3 DESIGN PRESSURE=+43.01-43.6 PSF 28 33112" 64 63 314" +43.1 -43.1 +43,1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.31-37.3 EX D FROM TABLE 2. ,$ OXXO WITH GLASS TYPE C 351/2" 67 314" +38.11-38.11+38.11-38.11+38.1 -38.1 +37.5 -37.5 +35.6 -35.6 63 314'WIDE x 80"HIGH DOUBLE DOOR WITH 26'SIDE LITES d 39 371/2" 6° 713/4" +34.0 -34.0 1+34.0 -34.01+34.01-34.0 +34.0 -34.0 +34.0 -34.01 DESIGN PRESSURE_+43.11-43.1 PSF O WIDTH GLASB TYPES A,B,C,D OR E 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH �a REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 10 314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 CONNECTION SEE SECTION E-E,SHEET 5 FOR REINFORCEMENT 123/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 DETAIL `��`•�`�K"•.• N�,,�� SINGLE 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 `�?,; ' �u1 SIDE LITE 213140 +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52A ; � o z ry :4-6 27 3/4" +52.9 -529 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 S qy,�a o� z y•.� -2 ` G" 361/8" +35.2 -35.2 +35.2 -35.2 +35.21-35.21+35.21-35.2 +34.4 -34.4 J?oy. W 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 1+34.0 -34.0 +34.0 -34.0 �•,�i'N4 ""' ,g0��.�� a 731/2"MAX.-- —---1081/2"MAX. 143314"MAX------ PaODUCrREMWHD 38 3/4" 36 3/4" 36 314" 36 3/4' 30 314" « will °"� MAX f — ►[-+SEE NOTE 3•f+— — �— --►�+-- —SEE NOTE 3 --"-�-- M No 'Z-o Deo rE� 49 41 49 , Y eN- n 0 I 8 P.) a 10 10 Gi g o E Ef E Er E Ef JE Ef�E 1 1 0 0 ?� 0 0 X AC . X INA C 0 m p iE U) O SEE NOTE 4 OX OR XO SEE NOTE 4 OXO SEE NOTE 4 SEE NOTE 4 OXXO 41 SEE NOTE 4 W z �pj 71 314"MAX. 36 314" 37112" 24 8118'MAX. 33 5V MAX. V W V MAX DLO(TYP) _ DLO(TYP.) G Z y Z W A-�-, A--, B••- p � r C,14 Q o 49 " 49 41 G N 10 Hr. 4" n a TYP. 853! MAX. 14 3W CTYP N Y P. MAX ) Rik a TYP. DLO (fYP.) DOOR �„ DLO HEIGHT -HEIGHT-1131W a (TY" DLO WIDTH W -DOOR WIDTH-1215116" g2! D !D Cl IC F� �171 DLO WIDTH WC=DOOR WIDTH/2-11 511(" X J L AC . Ll INACT 0 SIDE LITE ��I fit,�� DLO HEIGHT-HEIGHT-11318" A X A B DLO WIDTH =WIDTH-3118" 41 O `� �u O } NOTES: xx 9,z 1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. _�:•� 2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3.SIDE LITES OVERLAP W AND')X DOORS BY 3/4'WHEN ASSEMBLED TO MAKE'XO','OX','OXO"XXO','OXX'AND'OXXO'CONFIGURATIONS. 4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS(SEE APPLICABILITY SHEET 2). yb•. .••0�0�� d 5.CLEAR OPENING FOR W AND""DOORS AS FOLLOWS: ('X'DOORS=WIDTH-5.548) (""DOOR=DOOR W IDTM-4.078) it �\o I I I I p¢ 3 40 ; b t� EXTERIOR INTERIOR ` i 10 1 2 37 64 AT HEADIJAMB O 1 g0 $ gg AT SILUJAMB p g CLEAR-COLORED N EXTERIOR INTERIOR SEALANT lL i 62 O J O � J ® 63. v� v� u O MAX W� U T MAX• MAX MAX. SIDE 62 In Q W DLO DOOR �,p LITE � HEIGHTHEIGHT Q � LL 4 Xig lei SL VIEW G-G � 6 30 - 61 CORNER ASSEMBLY ..... 4, 40 1.489 N 11 -Z'y 0Q- z 13 DOOR SECT.A-A SL SECT.B-B J VERTICAL VERTICAL t • r MAX.)W WIDTH 0 t(D MF m o �7 nn • N �U DLoV.' e SECT.C-C D1° li -, vi lo 35 36 34 HORIZ. 46 45 'S � v- J —_— MAX.W WIDTH � � � r F 0) LL otl O w w • co INTERIOR0 O S U z • z vJ N MAX. o N f3 46 21 DLO W SECT. D-D °dQ It LL 5 HORIZ. EXTERIOR SPACING SAME AS MAX.SL WIDTH 67 JAMB ANCHOR SPACING r MAX,SL WIDTH `1 (SEE SHEETS 7,8 AND 9) 66 %%wit1fu11f111"•- no 0 SEE TABLES 1 AND 2 AND DLO' i 22 Nit OT:S ON SHEETS 1&2 66 62 SL SECT.E-E 62 FOR APPLICABILITY SL SECT.F-F $ HORIZ.(DOOR W/SIDE LITE) HORIZ.(SINGLE SIDE LITE) �v,. a ITEM DWG# POT# DESCRIPTION ITEM Owe# IPGT# DESCRIPTION - 1 9438 60411 FRAME HEAD D 88 W SIDELITE HEADER 2 101 300 W8TP.,Q 90X. HIGH 61 921D 8921 SIDELITE SILL 3 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH 82 MOB 60361 SIDELITE JAMS 4 9W 795M FLUSHBOLT STRIKEPLATE 83 165 781 #8 X 1.000 K1uAD PN.8MB 5 838 7836X 2 PT.LOCK STRIKEPLATE 64 7898 HEAD GASKETS(STOCKWO#70898) 6 888 7968A FMW HEAD STRIKEPLATE BACKING PLATE SILL GASKETSS 7 7832Xl2FPXP #832 X.500 PH.FL MS-S.S.W/SILICONE PATCH 89 61641M 8 ITE KMR ADAPTER 8. 895 70986 GASKET(BETWEEN THRESHOLD&FRAME JAMB) 87 #12 X 1.60 SHEET METAL SCREW 9 896 70998 GA8KET BETWEEN HEAD&FRAME JAMB ® 70 7126M SETTING BLOCK,3132°X 114 X 1"W SA, +/.5 RK). N p 10 962A 6533016 FILLER HEAD ADAPTER ® 71 712S7K 89MG BLOCK,1118°X I Ir. 1`W/PSA,66+/-5 O. r' ll 11000 611000M OUTSWING THRESHOLD 72 84222 /1 ~ 12 1670 671870 W87P,.350 RD FOAM FILL T-SLOT AMSBURY#32011 73 8898 BEAD,3/8` O a 13 11004A 611004M OUMINGIRRI2SHOLD CHANNEL COVER ® ;13!98°le 8 2 14 11WIA 411001A ACETAL SPACER.085(INHOUSE INJECTION MOLDED) ® 90 6DU 14 914`DURASEAL IG SPACER 15 11002A 4110M 96ffAl SP .896 ONHOUSE INJECTION MOLD ® 91 M40 BULB, N SED W E DEq BEAD) to 18 1003A 91 ACETAL SPA R.140 E WJE N MOLDED) D, RKN2 20 896D FMW JAMB OUTSWWG ® 93 4 7 CK Ed UDEDB 85+1-1 21 1010 .,Q-LGN.190 .375 HIGH 94 G NE; � u p RCE 1.890 X 2.7 X .880, 1- 85 LASS,318` I-1 A..W 1 HS -W 1140 112PSATS #6Xl.5WPIiSQAT78 *971A ,918' I-1 HS,.90 ,311 HS QtL O 24 1 71 SCREW VER CAP S.7118 I. 96`A,.90 1 H8 m29-930 41721 LAZE INSERT t1 I- 16' ,:89 ,3118`HS 9118 710X34PFA #90 .7 ® , 1 I - ,1!° PACE,1/ HS,.90 PNB,3/98"HS87 WEA 7RIP.187X. DEAD OLT4 WrL 3F 910D 10 L,TOP&BOTTOM RAIL 1 911 M11 pp Z Q ~ 3F 917 7FRM0 HINGE'EXFRUGIONS J c 33 178 71 P ,B 0 .825 H.FL SMS 34 SIM 80378M TRUSS CLAMP 380 d C H d -W 1130 MODA 11116-18THREADED ROD .055 38WORM—6116-18 FLANGED HEX NUT -W 814A 80378M WUMERSTRIP CHANNEL O OUTSWING THRESHOLD ` O' 36 7834FPT #8 X.75 PH.FL TEK 3 CHANNEL COVER 39 7 70897 GASKET OEIWEEN PANEL HEADOLL&PANEL STILES 8063-Te ., 40 11023 167924G W$ .,.187 X.260 HKiI1,FW3 L e('T 4 928 41 L PALLONLY) 42 1145 M12FPAW #5 X.589 PH FL SMS TYPE BOB � 43 12 SILL DUST P E 44 8983 PANEL ASTRAGAL 1 WING d 45 8848 8064 DOOR PANEL ASTRAGAL 2(OUTSWING) 2.760 46 1213 8� W97P.,Q-LON.190 X.200 HIGH 47 929 74UBLOK LOOK SUPPORT ASSY. 41707&41789 48 1139 7634F #6 X.750 PH.FL SMS 1.000 49 882 F02PTAY 2 PT.LOCK ASSY. 89 6M80F8 RUBBER SLEEVE 860-• L{u 6 51 030 41721 STRIKE PL INSERT WACTIVE PANEL 52 931 7F PX DEADBOLT STRIKE PLATE 22 TUBE MULL 53 1918 7=34PFA #10X.750 PH FL.SMS 6063-T5 64 957 70957X HANDLE STRIKE PLATE �y• ;'lvy� a 6511118 710)044PFA #10 X.750 PH FL.SMS 1.750 -1.750 1.750- i 1.750 i 1� rRYNo MEMO, Ofd 1,620 1.480 Florl�Fs - � .250WEA 4.628 4.726 4.726 4.728 37 STRIP CHANNEL 4.000 .062 4.100 4.100 .082 4.875 082 3.000 05Q 608345 N 0 4.875 0.376 U 4.100 O Q DOOR FRAME, 2.125 .126 W A O JAMS w DOOR PANEL DOOR PANEL -8 W 3Q TOP&BOTTOM RAIL 31 SIDE RAIL DOOR OANEL DOOR PANEL O 8083-T5 8063-T5I RI50RASTRAGAL 4$ EXTERIOR 32 HINGE fn ly Q GOWTS 1,r 1.578 6003-TS 41: a0 O -3655 3.111 J I 1�1 j--•1 -.SSS L F�..05 .880 a OU N 1II fi50 .750 883 .050 .683 1.400 .050---►i- - T' 050 { r--.172 ® Z U TRUSS CLAMP 318•GLAZINti BEAD 7118"GLAZING BEAD .683 Q O 10 FSR HEAD ADAPTER O 8083 Tfi 73 8083.46 72 8�3Tb 3000 -I I pDp!., cm �-+--3.100 3.000 IG GLAZING BEAD 1.478 62 SL JAMB 74 8083-T5 1 U 6063-T6p� 1.272 1.479 +41 .0� FRAME HEAD 5.458 .076 5212 Q6003-T8 8 .075 ,( 4.586 L 2.880 111111111/ .060 .750 \\\\\\\ 048 1.4188 050 �� K.• •., .459 4=1 3.000 SL JAMB au $, ._zN OUTSWING THRESHOLD SL HEADER SL SILL G6 ADAPTER 8083-T8 60 8083-T6 6063-T8 O 6083-T8 '2°y�' '•p��v d ��llll 14i\\\ HEAD HEAD HEAD FEDHEAD E DE"�ZO C"� �ZON " IZONE"D-1 ZONE"E"� ZON " ZON "l - PRODUCfR&NkWED e"aompift Mt6tlw N1wlde NO ), b� X=MINIMUM JAMB ANCHOR LOCATION. _ W O XO OR OX z -=ADDITIONAL JAMB o m X z N XX P•I Iv ANCHOR LOCATION, 52 ac3 S EQUALLY SPACED 0 V a� REQUIRED PER TABLES 3.7 ON SHEET 9. O IL I r 98 J SILL SH-LLu SILL ® �ZONE'C°� ZONE"BILLW ZONE$ILL"D"� ® ZONE"E"� ZONE"D"�ZO IL"E°4 = Z y o SEE TABLE 37SHT. SEE TABLE 4.,SHT.9 SEE TABLE 6.,SHT.9 ) SEE TABLE 8.,SHT.9 V O Nf � HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD EXAMPLE �¢ t0 ZONE ZONE"F" ZONE ZONE"D" ZONE°F" ZOE ZONE ZONE"F" ZONE"F" ZONE z ,HEAD_,_ fi �t E" 1 f —t" " 1 r "W -1 E. ANCHORAGE SOLUTION LL o FOR A CONCRETE x OXXOINSTALLATION � 0- A. aA.19"x 83 314"SIDE LITES"B"AND d N 0 "E"ZONE ANCHORS FROM s d OXO $ o XXO OR OXX o OXXO TABLE 7,SHEET 9. °�a U. B.71314*� x83314"XX DOOR ZONE "P ANCHORS FROM TABLE 4, ° SHEET 9,EACH"F"ZONE. g i g SEE ENCIRCLED VALUES,SHEET 9 ''i e TOTALS(4)TYPE 1 OR 2 ANCHORS � nSOLUTION: IRI 14) ZONE SILL SILL �-- —�— 4ZONEJ ZO E-�— — --�-OE �HJAMB AND HORS 2= EA U SILL SILL SIU: SILL SILL SILL TYPE 1 OR 2 ANCHORS AT HEAD ZONE' ZONE"D" ZONE"F" ZONE`F° ZONE"F" "E" °E" ® °E° "E" AND AT SILL SEE TABLE 7.,SHT.9 SEE TABLE 7..SHT.9 SEE TABLE EXAMPLE OF ANCHORAGE FOR A 71 314'x 83 314"90('DOOR, a=ANCHOR LOCATION FOR �` Q .• """"•N�iJ'. NOTES: WITH 19"x 83 314"SIDE LITES(SEE SOLUTION AT RIGHT) EXAMPLE ABOVE ® N �2� 7r 9L I.APPROVED ANCHOR TYPES ARE: 1.1/4"ELCO TAPCONS 2.114"ELCO S84 CRETE-FLEX MASONRY ANCHORS 3.#12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(3"MIN.O.C.FOR CONCRETEr SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. z �' „01 JAMB 1ALL):131/4"MAX.FROM CORNERS AND 23118"MAX.O.C. '•. 0 HEAD 8 SILL OF DOORS:8"MAX.FROM CORNERS,9"MAX.FROM ASTRAGAL CENTERS AND 20 718"MAX.O.C. ',y1,y4 .. •�,. t�7tiy: a HEAD 8,SILL OF SIDE LITES:8"MAX FROM CORNERS AND 24 314"MAX.O.C. ��*►i t t t �O````` 3.TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. TABLE 3.X DOORS ® TABLE 4.XX DOORS ® TABLE 6.0 SIDE LITE ® TABLE 6.XO&OX ® TABLE 7.OXO.XXO,OXX APPROVED ANCHOR-TYPES: (ALSO X DOOR OF XO&OX) OXXO ® 1 1!4•ELCO 7APCONS GLASS TYPES A•B,C•D•E GLASS TYPES A,B,C,D.E GLASS TYPES A,B•C•D•E GLASS TYPES A,B•C•D•E GLASS TYPES A,B.C,D.E maomPlpN3wft dw FTmWa ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCt�R TYPE 2.1!4'ELCO 384 CRETE FLEX AmBtOMD t &SMSTRATE 2,3,WOOD 1.2.CONC &SUBSTRATE 2.3•UIbOD 12.COt� &SUBSTRATE 2,3.WOOD 1.2.CONC &SUBSTRATE 2.3,WOOD 1,2,CONC 8,SUBSTRATE 2.3,WOOD 12,COt� MASONRY ANCHORS 0"WIOTHS LOAD ZONES POORWIDTIJS LGADZONES LOADZONES DOORWIDTHB LOADZONES DOW- LOAD ZONES 7C-25.50 '90N-47.7 m •O'-10.76 X-26. 9N-25. 3.#12 SCREWS(G6) TO 37. TO 71.7 TO 98.16 TO 37.. TO 37. 4.ENCIRCLED ANCHOR ~ n QUANTITIES IN TABLES 4 tV AND 7 PERTAIN TO THE Q `- 0 TO 71.7 47 m m ~ .� m ~ ~ m 8 m m ' m m m m EXAMPLE ANCHORAGE m SIDE SIDE E � � SOLUTION ON SHEET 8. 0 Q WIDTH x Hr. x `>c X WIDTH x HT: (� WIDTH x Hf. 0 0 0 0 WIDTH x HT. o o x x o o x x WIDTH x HT. o o o o # 26.60 x 79.76 6 2 7 4121 31 47.76 x 70.7a 4 3 8 41 2 3 10.75 x 79.76 4 1 4 1 10.76 X' 79.7 4 2 10.75 x 79.7 4 2 4 2 m O 83.7 5 2 7 .412 3 83.7 5 4 7 4 2 3 $3.7 4 1 4 1 83.7 4 2 83.7 4 2 4 2 87.7 5 2 7 4 2 3 87.76'-i 4 7 4 2 3 87.7 4 1 4 1 87.7 4 2 87.7 4 2 4 2 QQ W LU `- 91.7 6 2 7 4 2 3 91.7 6 4 7 4 2 3 91.7 4 1 4 1 91.7 4 2 91.7 4 2 4 2 $ lL J 95.7 8 2 7 4 2 3 96.7 6 4 7 4 2 3 95.7 4 1 4 1 96.75412 W 4 2 IZ 96.7 4 2 4 2 N 0 O 27.60 x 78.76 5 2 7 4 2 3 61.75 x79.7 6 4 7 4 2 3 12.76 x78.7 4 2 4 2 12 76 x79.7 4 2 4 2 ,Q 1276 x78.7 4 2.1 4 2 F to U. U. 83 7 5 2 7 4 2 3 83.7 6 4 7 4 2 3 83. 4 2 4 2 83 7 4 2 4 2 `F 83,7 4 2 4 2 O Q an O 87.7 6 2 7 4 2 3 87.7 5 4 7 4 2 3 87.7 4 2 4 2 87.7 4 2 4 2 m 87. 4 2 km 4 2 m Q --{ O W 81.75 8 2 7 4 2 5 91.7 6 4 7 4 2 3 91.7 4 2 4 2 91.7 4 2 F 4 2 H 91. 4 2 4 2 }} U' 76 8 2 7 4 2 8 96.7 8 4 7 4 3 b 96.7 4 2 4 2 96.7 4 2 4 2 96.7514 a 4 Z 29.60 x 79.7 6 2 8 4 2 3 66.75 x 78.7 5 4 7 4 2 3 19.00 x 79.7 4 2 4 2 19.00 x 79.7 4 3 4 2 19.00 x 79.7 4 3 yy,, lU _ Z 83.7 6 2 8 4 2 3 83.7 5 4 7 4 2 3 $3.7 4 2 4 2 83. 4 3 4 2 83.75 4 3 v 4 2 QQQ U 87.7 8 2 8 4 2 5 87.7 6 4 7 4 2 3 87.7 4 Z 4 2 87.7 4 3 4 2 97.7 4 3 4 2 Q CJ W 91.7 6 2 8 4 2 5 91.7 8 4 7 4 3 5 91.7 4 2 4 2 91.7 4 3 4 2 91.7 4 3 iii333333 4 2 �, N O � Q 96.7 8 2 8 4 2 6 95.7 6 4 8 4 3 S 95.7 4 2 4 2 8B.7 4 3 4 2 95.75 4 3 4 2 a C T d d 31.60x79.7 6 2 8 4 2 3 69.75 x 79.7 8 6 8 4 2 3 21.76 x 79.78 4 2 4 2 21.76 x 79.76 4 3 4 2 21.75 x 79.76 4 3 4 2 N UZ ; LL 83.7 8 2 8 4 2 6 83.7 8 6 8 4 2 3 83.75 4 2 4 2 a3.754 3 4 2 83.75 4-7 4 2 C 4 87.76 8 2 8 4 2 5 87.75 8 5 8 4 3 b 87.76 4 2 4 2 87. 4 3 4 2 87.76 4 3 14 4 2 qq� 81.7 8 2 8 4 2 6 91.7 8 8 6 4 3 5 81.75 6 2 4 2 91.7 6 3 4 2 91.76 b 3 4 2 p 86.7 7 2 10 4 2 6 95.7 6 8 8 4 3 5 95.7 b 2 4 2 95.7 5 3 4 2 96.757 3 '! 4 2 ci a 33.50 x 79.7 6 3 8 413 3 63.75 x 79.7 5 5 8 4 2 3 27.75 X79,75 5 2 4 2 27.76 x 79.7 5 3 p� i.1 27.75 x 79.75 6 3 4 83 7 6 3 8 4 3 8 83.7 8 5 8 4 3 5 83.76 5 2 4 2 83. 5 3 $ 4 2 83.75 5 3 Fd 4 2 H � 4' 87.7 8 3 8 4 3 8 87.7 8 b 8 4 3 8 87.7 5 2 4 2 87.76 b 3 4 2 < 87.78 6 3 4 2 1 91. 7 3 10 4 3 5 91.7 8 8 8 4 3 8 81.7 8 2 4 2 91.7 8 3 `4 4 3 81.76 8 3 4 3 0 96.7 7 3 10 4 3 8 95.7 7 8 10 4 3 5 95.75 8 2 4 2 95.7 8 3 4 3 95.7 6 3 36.60x78.7 8 3 8 4 3 6 87.76 x79.7 8 b 8 4 3 5 38.13 x 79.75 8 3 4 3 38.13 x79. 8 4 F' 4 3 38.13 x 79. 8 4 4 3 83.7 8 3 8 4 3 5 83.7 6 5 8 4 3 5 83.7 6 3 4 3 83.7 8 4 4 3 83. 8 4 4 3 I{{IiIU 87.7 8 3 8 4 3 5 87.7 8 5 8 4 3 5 87.75 7 3 4 3 87.7 7 5 4 3 87. 7 5 4 3 81.76 7 3 10 4 3 6 91.7 7 6 10 4 3 $ 81.7 7 3 4 3 91.7 7 5 4 3 i 91.7 7 6 0 4 3 ��` ...........7b 95.75 7 3 10 4 3 6 95.7 7 8 10 4 3 5 95.75 7 3 4 3 96.76.L 5 tl 4 3 V 96.7517 S.x 4 3 4 j� 6 37.60 x79.76 8 3 8 4 3 5 71.75 x 79.7 6 5 8 4 3 5 36.75 x 79.75 6 3 4 3 38.75 x 79.7 6 4 4 3 zd 36.75 x 79. 8 4 2a 4 3 83 7 8 3 9 4 3 6 83.7 8 6 8 4 3 S 83.76 B 3 4 3 83.7 8 4 4 3 m 83. 6 4 w 4 3 = 'N r +:0- 87.75 7 3 10 4 3 6 87.75 8 6 9 4 3 5 87.76 7 3 4 3 67.7 7 5 4 3 87.7 7 6 4 3 {� w 91.75 7 3 10 4 3 6 91.7 7 6 10 4 3 6 91.75 7 3 4 3 91.7 7 6 ryj 4 3 91. 7 5 4 3 Y�•, �� 95.75 7 3 10 4 3 6 85.7 7 6 10 4 3 5 86.78 7 3 4 3 95.7 7 5 4 3 86.75 7 b 4 3 1 •......•• �`tttu t n tst�` 2XWOOD 1 1304" 2XWOOD 3A KSI MIN.CONC. I.-_ 1314' 13(4"MIN.E.D BUCK,NOTE 2 3.4 KSI MIN.CONC. MIN E.D. WIN E.D. BUCK NOTE 2 ixWOOD BUCK,NOTE 2_ PROD=Rmw I 318'TYPE 1 1 3V TYPE I p .oo 1 3fN'TYPE 2 awmim, 1XWOOD- BUCK NOTE 1314"TYPE 2 I 3tW I 3(W MIN. MIN. IWMAX. 1/4*MAX. SHIM 4°MAX. III a I SHIM WOOD EXT. EXT. SHIM CONC. ANCHOR C. WOOD EXT. -ANCHOR EXT. TYPE 2 OR 3. CHOP, ANCHOR L CONC. I NOTEI NOTE [NOTE TYPE 2 OR 3, N F- 1 1/4'TYPE I OR 2(CMU) NOTE 1 DOOR HEAD(WOOD) DOOR HEAD(CONC) -13(81 TYPE I(CONC) SIDE LITE HEAD(WOOD) SIDE LITE HEAD(CONC) 13(8* 1314'TYPE 2(CONC) 114"MAX.SHIM MIN. '114"MAX I IlV TYPE 1 OR 2(CMU) SHIM _T Ile MAX. IM 1318"MIN. 1/4*MAX.SHIM 1 3V TYPE I(CONC) 48 4 314-MIN.ED. 13/4"TYPE 2(CONC) Aoceptow No- .b��_ _ conm I Wo ANCHOR ItN WOOD I ia 1314" J ANCHOR CONC. MIN.E.D. ANCHOR, 4 4 EXT ON wr CONC w;w- kNOTEl NOTE ANCHOR LL STAGGERED ANCHOR 1 I.SKSIMIN.CMUOR CENTERS.- ON 0 WOOD �3.41KSIMIN.CONC. ad TYPE STAGGERED 1 ANCHOR 314'MIN.ED. 20R3, CENTERS, TYPE 3W MIN.ED. NOTE 1 20R3, IS.KSI MIN.CMU OR 2X WOOD IX WOOD suc A 2X 4WOOtD) EXT.NOTE I=I NOTE 2 BUCK NOTE 2 NOTE 3A KSI MIN.CONC. BUCK NOTE 2 IXWOODB EXT. DOOR JAMB(WOOD) DOOR JAMB(CONC) SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) p w WOOD ANPHOR TYPE 2 CONC.ANCHOR OR ,NOTE I NOTEII C4 WOOD ANCHOR,TYPE 2 OR 3 NOTE I CONC.ANCHOR NOTE I 1X WOOD T_ 10 EXT. X EXT. NOTE EXT. BUCK NOTE 2 EXT. IWMA . '11W MAX 114*MAX SHIM UULI ANUILl"Ill SHIM -,,,SHIM 31r MR 30 13/4'TYPE 3/r TYPE 1 1 3/8"TYPE I 2 3.4 KSI MIN. 314*TYPE 2 1314" 3.4 KSI MIN.CONC. CONC. 2X V400D SUCK NOTE 2 —MIN.E.D. 2X WOOD BUCK NOTE 1314°DOOR SILL(WOOD) DOOR SILL(CONC) MIN.E.D. :j SIDE LITE SILL(WOOD) SIDE LITE SILL(CONC) NOTES: l.FOR CONCRETE INSTALLATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-RADE COUNTY APPROVED ELCO IW TAPCONS EMBEDDED 1 3V MIN.(TYPE 1)OR IW SS4 CRETE-FLEX EMBEDDED 13/4°MIN.(TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE 13 1314". FOR WOOD INSTALLATIONS USE .....Nazi .....Yvy 012 SCREWS,G6(TYPE 3)OR ELCO 1/4'SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3V MIN.(TYPE 2). 2.WOOD BUCKS DEPICTED A31 x ARE LESS THAN 1 lir THICK. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE Z AUTHORITY HAVING JURISDICTION(AHU). z:: 3.IF SILL Is TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NOWSHRINK,NON-METALLIC GROUT(3400 PSI MIN.),(DONE BY OTHERS) Itje*:0Z 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 AUTHOR"HAVING JURISDICTION. i r MIAMI•UADE MIAMI—DADECOUNTY,FLORIDA 9 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SNV 26 Street,Roam 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www,m'ramidade.govieconomv PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product ERProduct Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami--.Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone, DESCRIPTION:Series 11PW-701/720/820"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-720-820, titled "Series Fixed Window Installation Guidelines",sheets 01 through 10 of 10,dated 07/14/03 with the latest revision dated 07/01/13,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami--Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami- Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1110.15 and consists of this page 1 and evidence pages Irl and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. MMIAMIRMC NOA No. 13-0502.03 OUNTY Expiration Date: February 19,2019 Approval Date: July18,2013 Page i T PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD 720-820, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. av�- B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 20394 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL -7212,dated 03/21/13,signed and sealed by Marlin D.Brinson,P.E. 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory,Inc., Test Reports No.'s FTG-3835 and FTL-3850,dated-07/18 and 31/03,all signed and sealed by Joseph C.Chan,P.E. (Subi pitted under previous NOA No. 03-1.105.0.1) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller, P.E. 2. Glazing complies with ASTM E1300-09 QUALITY ASSURANCE REVIEWED REVISE ANH Bede Department of Regulatory and Economic Resources(RER). REJECTED FURNISH AS CORRECTED Corrections or Comments made on the shop drawings during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications.This check is only for review of general conformance with the design concept of the project and -eneral compliance with the information given in the contract documents.The contractor is responsible for: Jaime D.Gaseo ,P.E. confirming and correlating all quantities and dimensions: Product Control Section Supervisor Selecting fabrication processes and techniques of NOA No.134502.03 construction;coordinating hisilier wort:with that of all Expiration Date: February 19,2019 other trades;and performing his/her work in a sate and Approval Date: July18,2013 satisf'actory manner. E-1 Ralph a'tt Date ! t1 13y: ,F—� — PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont ButaciteO PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. 3. TREMCO Part No.TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks,and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property---Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by manufacture, dated 04/29/13,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,issued by manufacture,dated 04/29/13,signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D.Brinson,P.E. 4. Proposal issued by Product Control,dated 07/26/12,signed by Jaime D.Gascon,P.E. 5. Laboratory compliance letter for Test Reports No.'s FTi r-3835 and FIT,-3850,dated 07/18 and 31/03,all signed and sealed by Joseph C. Chan,P.E. (Submitted under previous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 11-1110.15,issued to PGT Industries for their Series"PW- 701 PW701 Aluminum Fixed Window — L.M.I." approved on 02102/12 and expiring on . 02//19/1.4. Jaime D.Gascon—,P.--g. Product Control Section Supervisor NOA No.13-0502.03 Expiration Date: February 19,2019 Approval Date: July18,2013 E-2 GENERAL NOTES:SERIES 720/820 IDESIGN PRESSURE RATING IMPACT RATING 1MPA1bT-RESISTANT FIXED WINDOW VARIES. RATED FOR LARGE&SMALL 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO SEE SHEETS 2 5 MISSILE IMPACT RESISTANCE COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY 48'TW-TQ TIP WIDTH HURRICANE ZONE ONH4 47'BUCK WIDTH 48'BUCK WIDTH 48'BUCK WIDTH 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN 44.1!4'VISIBLE 45.1!4'VISIBLE 45-IW VISIBLE LIGHT WIND-BORNE DEBRIS REGIONS.FOR INSUTATED GLASS LIGHT WIDTH LIGHT WIDTH UGHT WIDTH PRODUCTRBNEWED INSTALLATIONS ABOVE 31Y IN THE HVHZ,THE OUTBOARD --..{ s'MAX. -.� g'MAX F,SHEET 8 -"I �"� r Buidi as e ' LTTE(CAP)MUST TEMPERED. B.SHEET a .SHE 7 _H SHEET 9 A 3)FOR MASONRY APPLICATIONS IN MIAMMIADE COUNTY. USE ONLY MIAMI-RADE COUNTY APPROVED MASONRY Moi ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS C E.SHEET 8 I E.SHEET 8 WERE SOUTHERN PUKE,ASTM C80 CONCRETE MASONRY A - I SHEET 8 SUCK SHEET 7 I SHEET 7 G•SHEET 9 I G. EET 9 . UNITS AMID CONCRETE WITH MW.KSI PER ANCHOR TYPE. SHEETS 4)ALL WOOD BUCKS LESS THAN 1-11r THICK ARE TO BE I ; BUCK t CONSIDERED IX INSTALLATION&IX W(M BUCKS AM 1 83.1!4' a OPTK)NAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. �— — — — 82-1I4' J_ C— — ^ — HEIGHT T — / — VISIBLE WOW DUCKS DEPICTED AS 2X ARE 141r THICK OR Ir MAX / VUiULE 1r MAX. / 83.1W' 1 GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE O.C. I / LIGHT O.C. I / VISIBLE r MAX. I / HEIGHT � DESIGNED TO PROPERLY TRANSFER LOADS TO THE HEIGHT LIGHT O.C. STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS 1 / 9a• i / HEIGHT I / co q THE RESPONSIBILITY OF THE ENGINEER.(EOR)OR TIP•TO I HEIGHT ARCHITECT OF RECORD.(AOR)• I TIP 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE f i HEIGHT i I }P a slop tel BEYOND WALL EMBED NNARRROSSING OR W JOINT SEALANT 18 OF j J i � � 0� 4 W � �1 ON ALL FOUR CORNERS OF THE FRAME INSTALLATIONANCHORS _� I tgg� 2 SEA NGIFASH O8 RATS WATER OVERALL EL 8' B -- .._�- 1rMAX.O.C. i �o-�"� �-- 1r MAX.o.C. I H,SHEET9 I !IP ' Ed INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX• gRiEE7 g MAX. SI1EET 7 r�' )•�-- U X THE SCOPE OF THESE INSTRUCTIONS. W MAX O.C. 8)MAX 114"SHIMS ARE REQUIRED AT EACH ANCHOR TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNITI ELEVATION(TESTED UNIT) {TESTED UNIT) z 0.z O O SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING F a O APPLIED LOADS.WOOD BUCKS,BY OTHERS.MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: THEM BY THE WINDOW. 1r O.C- SHAPES AS SHOWN SELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SWIPE IN A BLOgC GUIDE TO SHEETSMAX AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2.5. M a8 l 7)DESIGN PRESSURES: GENERAL NOTES............».......».1 ANCHOR SPACING TO BE 8•MAX FROM CORNERS AND tY O.C.MAX.FOR ALL CURVED FRAME z A NEGATIVE DESIGN LOADS BASED ON STRUCRIRAL/CYCLE ELEVATIONS.---.-1 � MEMBERS.SEE FIGURE 1•THIS SHEET. TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETALLS._.....»»........»2.5 d E1300 DESIGN PRESSURES-»».».»»2-6 12'O.C. N---WIDTH =i h-WIDTH-••1 h-WIDTH--1 I-WIDTH-+-I z Z S.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE--».»8 MAX --I 7' 7' PRESSURE.STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION.EQUALA -_7 T r , T 1 r EG_ ANALYSIS AND GLASS PER ASTM E130M INSTALLATION,NT.FIN A-..»..8 I I I I I I I O W '7 INSTALLATION.NT.FIN B.».».....9 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY.»............»10 OFSIONED TO RESIST THE WINDLOADB CORRESPONDING EXTRUSION AROFILES»»»---.I 8' � � W TO THE REQUIRED DESIGN PRESSURE THE 33-W%STRESS PARTSUST.»...».....»...-»._.»...»10 _ / 1 I I i 1 L_ J i L- -J ° •0� MAX INCREASE HAS NOT BEEN USED IN THE DESIGN OF THS PRODUCT.THE 14 LOAD DURATION FACTOR WAS USED FOR )•+--WIDTH --=i I"-'WIDTH-'•I h`-WIDTH--iP•+-WIDTH-'I \\\\\i% +t, TABLEI: - 7 r- r T ��obi LYNN kj<<R THE EVALUATWNOFANCHORS INTO W000.ANCHORS THAT Tr-- -� T T T •••••• COME INTO ooNracT WITH OTHER DISSIMILAR MATERIALS NPS 0-1111lbn sly I :.��:•;;CENSfi ..P SHALL MEET THE REQUIREMENTS OF THE FLORIDA a s BUILDING CODE FOR CORROSION RESISTANCE. 1 7118'Laml 8'An•.0�•PVB-3118'HS 2 O •• 2 me.Lam! 18`Hs-.080•Pvs•3118'IIS 2 �11 = •' NO•sa7D5 9)REFERENCES:TEST REPORTS FTU-3835.3850&7212; ,L ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSPAF&PA 3 11-U18'LemL KG 16'T•7118'Ab•3118'Aa•.1G0'PVB-3118'FL4 9 NDS FOR WOOD CONSTRUCTION-(2105)AND ADM 4 -- --Let(310 18'T- 80.3-3118'HS-.�D'PVB-3!18•Iia 3 WIDTH.—_-i )" � 1� W a 7118'Land te'An-.oso so-3/1s'An a I--- WIDTH ►i I- WIDTH+I f• WIDTH r{ O 'Z 1 :. ALUMINUM DESIGN MANUAL•(2= - r-- r- 7 - •. SIA 8 7/ta Lam! 18'HS-.Old 8G•3118'1 a T - T i r-- �i(� '•,FLORtO?•'� � 10)THE 720 SERIES USES APV8MNTERLAYER,THE 820 7 1-U15'LatM.l6 18'T•7n8'AB•3118'An-.�0`8G-3116'An 6 I SERIES USES AN SO INTERLAYER.THE 720 AND 820 SERIES 8 1.1116•Lami.KG 8•T.Ins'Air•3/18'Fi3•.080'30.3/18'HS B1� 17 I I /'!iss(ONAL�?` MAY ALSO BE REFERRED AS THE 701 BERMES. 'SG'='DUPWO SENTRYGLAS INTERLAYER'BY F-L DUPONT T I 1 I 11111 l 1 DENEMOUR.4&Co,INC. i i i i A LYNN M1I11FJt.P.E. P.9.0a870a TABLE 2: Window Design Pressure(+b,pat)for Maass Type 1 67-7/8 78 s0 84 Be 92 go 00 104 199.112 T/1G LAMINATED fITACK 30 +1.89 +180 +/80 +180 +180 +180 +140 +180 +l-8D +140 0.80 GLASS 32 +140 4440 41 +7W- al +1.8(1 +/- +1.80 +189 +180 +1.80 .080'PVB INTERLAYER 34 +180 +140 t/•80 +!-� +180 44.80 0 +7811 +480 0• +1.79.4 36 +180 0.80 H-80 +/-m +180 +180 +1-79.7 +1-77.2 +1-76.1 +1.73.4 0-72.2 3Y16'NEAT STRENGTHENED GLASS 3118'ANNEALED GLASS PRODUCI'RBi48W80 96 +I.ao +1.80 080 a180 +fBD +678.1 +i•7b.2 +1.725 +170.3 +188.1- +188.3 ��yLy�g WaPlmlda/'�� 40 080 x1.811 N-80 +I-70.8 +1-77.2 -T4. +1-71.3 H•BZ9 +t85.t al +181.8 4 11 �4�� 3 [) 42 +180 +/49 +J40 H-774 +1-74.3 +1•71.3 +/-88.2 +.947 *141.6 *)-%.B +$ Amepfmce '+t 44 +1.80 0.80 +J-78.8 +/-75.4 +/-72.1 +/-88.9 0.85.8 +1822 +M.7 H-57.b USED AT CURVED w;4, 46 +1.80 +1.80 +1.77.2 0.73.8 0.70.1 0.838 +183.5 +1483 +/47.7 FRAME MEMBERS ONLY 29 SJ8" �--LONG SIDE ' p $� 48 +1.80 0.78.3 H-75.8 V-71.9 +148. 0.84. +1-8. +(-582 @ 11.7/W O.C.MAX GLASS SITE hood edo Osnho 50 4-W +1.77.5 +1.74.1 +1-70.3 0437 043.1 +1-59.7 1.3 T 52 0-79.1 H-75.8 +/-72.4 +148.8 +f-65.1 +/41.6 1--i 54 +1.77.4 +1.73.8 0-70.5 +147.3 71-0.5 I ( SIDE _ SHORT 50 0-ma - +/-88.6 +(45.3 EXTERIOR 58 +-1.742 +1-70.3 0.838 � 20 13 t H-727 41.&7 045 d 62 +i-7t +1.87.1 GLASS TYPE 1 n 84 +1.89.7 +/-&5.5 I+- LONG SIDE 66 +1433 07.7/8 047 M S2 t)SUq(DIMENSIONS SHOWN.FOR FLANGED W WDOwS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SST 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. O 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 0a0 1Q Q � OC ��dV3 TABLE DIMENSIONS MAY BE + ORIENTED VERTICALLY OR O LL iL g HORIZONTALLY AS SHOWN. t Z m _ � rABLE3: Window Design Pressure(rN,psf)for Glue Type 3 z nom'.z F N o 67-778 72 76 so 84 88 9i2 96 100 104 1MV2 1-1110'NOM. o 30 +140 0.80 0.89 +/•80 +180 0.80 +1.80 +"XI al 41.80 4180 GLASS STACK GLA S STACK 1V 32 4180 +lam 080 +1 +/40 +140 +/40 +!•- 080 0.80 4TW 1WHE8TM2C SNORT y W 78°19 34 +189 0.80 +1.80 080 +/40 H-m 41.80 080 +180 44.80 +180 STRENEAT 38 H H • ♦89 +180 +/.� 41-80 080 +l +1.80 4140 3H4r TEMPERED GLASS STRENGTHENEDGLASS $97E Z � 38 +140 080 080 040 +I80 71.80 +/-80 41.80 4 +-73 H-74.3 3H8'ANNEALEDGLASS 40 080 +180 080 080 +1 040 040 +1.737 0.735 0.70.9 +149 7116"AIR SPACE .086'PVB SQ7 42 +180 +180 +140 +1.80 +1 0.80 +1.77 +1-731 +149.8 0.639 +I-W2 INTERLAYER z 41 040 040 +1 +i80 H- .8 H-74. +1.703 +747.5 +/.83.9 11 0. Q 40 080 +40 0.80 0.80 +1•732 +t-75.4 H-71.7 0. +t H&i.t 6 LONG . 48 4140 -m 040 al-80 H-77.2 0-73.3 +/-9.5 +1438 USED AT CURVED SIDE �qy 50 +180 +1.80 +80 +t•]9.4 +1.7 H-T13 087.5 FRAME MEMBERS ON1 Y 29 � j5 LOU k 52 +1.80 +180 +1 0.7/.7 41- + 5 @ 11-7Ar O.C.MAX. GLASS SITE LL 54 +180 080 ./49.8 0-78 H-71.8 1-3 FF 18911 '888n 1-8 +1-00 40 +1.77.5 +1.73.8 58 +180 1 +/-79.d 1.754 EXTERIOR ```i14it171/(rJ(', -W 0.758 +6735 1� 22 21 13 SHORT +1 ` �Op1V LYNN Aye 64 +78 074 ' SIDE `aC: �CENSIc' 66 +r- .73z GLASS TYPE 3 ; 67-711- No. NOTES:- 58705 N SUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT I-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. �-fl � � •tY 2)FOR SIMS NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSKX4. STA )F :•/t/�^�'. 3)FOR ARCHITECTURAL WIPIDOYVS,FIND THE SMALLEST WINDOW WH SIZE IN THE TABLE ABOVE ICH THE OVERALL DIMENS10N8 COMPLETELY FR WITHIN. � ��'P�•.••FCORItill OP.•��\�� A.LYNN MUM P.E. P.E968705 TABLE 4: ` Window Design Pressure 1+1.,psQ for Glass Types 2&4 Bt-71672 78 80 84 IG 92 98 tee 1 4 109-V2 112 116 120 124 128 1 136 140 144 30 +1 +840 +840 +14 0 4140 +1.80 +140 040 +/40 41.80 +1 040 +1.80 +/40 41480 x140 0-80 +1.80 +/480 +140 32 +1.80 *I.W +140 +/40 +140 040 41.80 +140 H.p +140 M-SO +140 rt40 +140 +1.80 +1.80 +Ia +140 +LBe 34 4140 +740 4140 +/40 4140 +1410 040 0410 4140 0410 t/4p 4140 4140 +140 +140 4140 +140 36 +1.80 +t49 4140 +1.80 +140 +1480 41410 +140 +140 -m +I-W 41480 H 41410 +140 r/410 % A*916 38 471- +I.80 +480 +/.80 +140 4140 41410 +140 +1.80 N.80 +A80 41.80 040 +840 40 4.00 +140 4140 +1.80 4140 +/4D 4140 H� 040 +140 +1.56 42 +/-80 4140 +/.80 +m +140 4140 4140 4140- 41.89 41.80 +1.80 I� 44 040 +1.80 +140 0.80 040 0.80 +140 4140 +14e 4/40 48 +140 0. +1 -*m -4801140_ 4140 040 +m 48 +1.60 +140 4149 41.80 .-1.80 4140 N40 +140 50 +140 4149 4140 +/a 040 4140 N-80 +14p N 80 4140 4140 +140 +1.79.1 SO +t40 41.80 H 41.80 +1.78.8 a 56 +t-89 +140 as •1.79.1-_ n 58 41.89 +140 +/40 b +1 ---.17W- 41.79.3 n 4140 +180 $ 84 040 +1.80 a 68 +1-W _ 67-718 41.80 th Y NOTES: 1)8UCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT v FROM THE TIP-To-Tw DIMENSION TO DETERMINE THE BUCK DIMENSION. a Q 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. UKv� 3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. }O N r � ° 0 � d °mo 5 1.1118'NOM. TABLE DIMENSIONS MAY BE x0 - O 069 7118'LAMINATED GLASS STACK 7116'LAMINATED ORIENTED VERTIGU.LY OR o Z Q.Z ° o GLASS STACK GLASS STACK HORIZONTALLY AS SHOWN. r LL .080'PVB INTERLAYER 3116•TEMPERED GLASS 3118'HEAT STRENGTHENED GLASS SIDE 4h 3116'HEAT 31%'HEAT GLASS �- LONG SIDE I.•. H 3110'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 711W AIR SPACE .090'PV13INTERLAYER ® 2 4 11 5 11 ! SHORT Q/ p tJ Z FRAME SED'AT CURVED MEMBERS ONLY USED AT CURVED -1_ �SIDE /� SHORT Z K G 11-mr o.C.MAX. 29 FRAME MEMBERS ONLY 29 �E a Q GLASS SITE 011-7W O.C.MAX. GLASS BITE �+ 2 8 13 1.3i EXTERIOR RIOR �- LONG SIDE -� U-11 a 20 13 22 21 13 GLASS TYPE 2 GLASS TYPE 4 SHORT LONG SIDEs� �� 14YNAIIA11t''/i ..........U( AAZ . ENS �c• No.58705 SHORT SIDE Sm F i�'P�'••.FtORlOA.•�G`�. ON�_At4 A LYNN=P.E. REA58705 TABLE 5: + Window Design Pressure(+6,psf)for Glass Type 5 S 7118'LAMINATED 67.718 72 78 80 84 Be 67 98 100 104 109.172 GLASS STACK. 30 +M-125.4 +901.120 +801.115.5 +90.111.5 +901.1085 .901-106 +901.1045 + -103.5 +90-1025 *W-IOD.7 +967.97. 32 +901.1189 .90.110.8 +901-105.3 +0-101.6 +908.987 +9M-%7 +W-92.3 -9W-9D.6 +901-90.3 +1.89.9 +149 •090"SO INTERLAYER 34 +901-108.9 +901•/03 +901.888 + -95.1 +901.91.8 +1.88.2 044.4 6741.5 HT0.1 67.79.8 N- .4 3H8'ANNEALEDGLASS 38 +901.102.8 +90.97.1 +W-928 0489 +•85.5 +i 6 +1-79.7 +1.77. +1-75.1 +t-73. 0.72.2 3118'ANNEALED GLASS 38 +901-93.4 +90-92.2 +1487 043.2 +149.T 0.781 +675.2 0-72.5 040.3 0.88.5 6748.3 ODUCfRENEWED 40 +90194.8 0482 +1 .6 N-798 +147.2 +6743 +1-71.3 O 8.9 V4 043.4 041.8 4 11 gimpty6lg vAlh a Flaidu 42 +901 91.3 0.84.7 +/-N.7 +677.4 0-74. +1.71.3 +148.2 + 7 0-61.6 039.8 +1•58.2 USED AT CURVED 44 0.88.3 +1.82.4 +1-78.9 0-75.4 +1.721 0489 +! .8 0422 +/ 037.5 FRAME MEMBERS ONLY •�� 46 0454 040.6 *1-77.2 +-73.8 +1-70.1 +140.8 +1.83.5 +1493 +137.7 011-718'O.C.MAX. GLASS BITE '-+--- LONG SIDE - I 48 0427 +1-79.3 +1-75.8 0.71.9 +1483 +1 9 +141.5 0.582 T g SO 0.80. +l- -6 67.74.1 -*7.*.3 048.7 0431 0.09. 1.3 4 E 52 0.79.1 0.75.6 +1.724 0488 +1451 0.61.5 SHORT 54 +1.724 +1.73.8 +1.70.5 +1.67.3 +143.5 E�JCT RIOR 68 +675.8 +1.72 +148.8 +1453 (L-I 20 13 SIDE rc 58 .674.2 0-70.3 +148.8 Y' 00 .1.727 WWI +145 GLASS TYPE S x 62 0.71.2 047.1 64 0487 +1.65.8 �•+---• LONOSIDE --� 6T-718 67.67 � -- M S2 1)BUgC DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETEFOMNE THE SUCK VISION. SHORT 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORTOR LONG DIMENSION. 114 r 3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WIONN. �- Q 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS,DO NOT USE WITH FM4FRAMED WINDOWS. N N el°O K TABLE DIMENSIONS MAYORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. z U_r TABLE 6: Z $O {9 ( Window Design Pressure t01%psf)for Glass Type 7 �Y o� .O 8 - O M o Y� P Z R Z .. 0 '0 LL 87-7/8 72 78 10 84 as 92 95 100 104 1MV2 I-1110"NOM. „-•I„ 30 W+1E.0 +W-12rki +901-13D +90.130 +W/-1% .90617!.6 +901-1188 +901.1181 +901.117 +90-115 +901.112.7 +W.109.9' GLASS STACK 7118"LAMINATED d 32 +90-1251 s901-1189 +90.114.8 O7M-111.5 +901.1081 +80.104.3 +901-1024 +�/-102 +901.101.4 •99.7 "-- - GLASS STACK34 180-1184 +901111.7 +W107.5 +801.1038 +fit-997 +901.953 +901.92.1 + -90.5 0.90 0.89.6 y18'ANNEALEDGLASS --�- SNORT �36 WKS +90.1098 +901.104.8 +90-� + -98.8 +901903 +l +1423 +1844 +(423 +141.2 SIDE36 +90.104.2 0101.97.9 +9019! +80191.1 +1462 0.84.9 0.809 +179.4 0• 4 +/•743 8"� D 3f18'A`NEALEDGLASS40 + .0 +801.934 +90-90.1 0472 044 *1 .5 .t-787 +6735 +/.789 0 7/18"ARSPACE .090'SGWTERLAYER 42 +9O9S.T 41.2 +147.4 084 +f40. 0.77 +t731 +/�.8 0488444 . .1 +! .1 +/ 41.4 +1-Z8 +144. 0.70.3 +1 .5 +143.9 11 I Z IL 45 +9091.3 047.2 +143.2 +/.79.2 0-7 +1.7.7 +148.1 + Z P52 +90193.5 +149.6 +/45.4 +1-81.2 -1-77.2 0-733 +149.5 +/458 5 LONG � +90191.4 047.8 +143.7 H-79.4 0-75.3 0-703 047.5 USED AT CURVED +f494 0 0 .8 +i-77.7 +•73 +485 FRAME MEMBERS ONLY 28 GLASSS BITE 047.5 +/43.4 0798 078 67718 ®11718'O.C.MAX+1456 +1.81.4 .1-77.5 0- .8 1.358 # :8 1 ./-71.s +•73.5 ��t�, 13 gHpRT �� LYNN q+140.4 0-75.8 W 22 21 �.` .� .� �� •. 84 0.788 +674 1 610E ` t}CENSF•'•:F.Q +1•n.2 GLASS TYPE 7 67.718 +1.74.9 No.58705 1)BUO CK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP•7O-TIP DIMENSION TO DETERMINE THE BUgC DIMENSION. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. •, • i.TATEIE, 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. i 4)THIS SHEET APPLIES ONLYTOFLANGEAND EQUAL-LEG WINDOWS.DO NOT USE WITH FN-FRAMED WINDOWS. A'*•FLORLOp•'.G��`� A LYNN MUER.P.E. P.E.a 68701 TABLE 7: Window Design Pressure(+/-,pal)for Glass Types 6 8 8 Lag (1n) 87.7-8 72 76 80 84 Be 92 96 100 104 1 108.112 112 118120 124 123 132 136 4D 144 30 +901-130 +901-130 +M-13D +W.130 +901.130 +901.130 4901-130 +9N-130 +901.130 *W.130 +9W-13D +W.130 a .13D a .13D + -130 +W.= +901.130 +101-130 +W-130 +W-130 32 4901.130 +901-130 4901.130 +801-130 4901-130 +901-130 +901.130 +901-13D +901-130 +901.130 +901-1 +901.1 +90-430 +9-130 +801.130 •130 a -130 +901-130 ♦0.130 34 +901.30 +801.130 a9p1.130 +90!.130 + -130 +9W-130 +9N-130 +m-13D +901.130 *901-130 490V•130 +901.130 +W.130 +�f•130 +901.1 a901.130 + DUCPRBNBwED 36 a90t-130 +901.130 +01.130 +W.130 4W.13D +901.130 +90F130 +g0/.1 +9q-130 +90t-030 +�I-130 49d-30 +�t.130 ♦901.130 +901.130 4901-130 �gpplyhe"Flodit 38 +801.130 +9W-130 +901.130 4�1-130 +M-13D +901-130 49W.130 +901-13D * .130 +901.130 + -130 +901.130 +901-129.2 ♦901.1 .3 °1 40 ♦lot-1 +g0y130 +901.1 +0!•130 +90/.130 TW--130 ♦ .130 -0-130 +901.130 +901-12.8 +901123.2 490/-122 O 42 + .130 4 _130 +9.130 ♦90).130 +9-13D +901.130 ♦ .36 + •128.3 +901.123.2 + .19.7 +901-118.4 44 +9-130 +801.130 +901.130 +901•130 +901.1 + -130 +0•130 +9W-124.5 +9d-119.4 +901.115 8 4901.130 +SOY130 1 +9W•130 I +9W-130 +9W43D +9W.1 +901-126.9 +fes-120.5 +9-115.3 48 + 130 + •1 +901130 -0-130 +901.130 -129.7 48.123 +9.116. 50 +901.130 +901-130 ♦901-130 ♦901-130 +9W130 +W.126.2- 89.4.119. a 52 +W-130 +001.130 +901.130 +901.130 +901.130 +80.81.123 54 +�1-130 +9W-1 +9W 330 + -130 +8&81.127. 68 4901-130 +> .130 +901.130 ♦1O4.129 58 + 1.30 +901.130 +9W-130 60 * -130 49-130 +88.01.120. 82 +9111-130 +9W-13D g 64 49W-130 1 -Be +101-130 M 67.1g .�1-130 a N sex NOTES: 4)SUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TF-TO-TIP ONENSION TO DETERMINE THE BUCK DIMENSION. � c 2)FOR SOLES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION._ }3)FOR ARCHITECTURAL 4)THIS SH APPLIES ONLY TO FLANGE AND EQUAL-LEG WNDOW3.DO NOT USE WITH,FIND THE SMALLESTWNDOW SIZE IN THE TABLE HFFIN FRAMED WNDOWS.CH THE L COMPLETELY FR WITH.. W z� A 1 Z TABLE DIMENSIONS MAY BE �T( o Y < =a ORIENTED VERTICALLY OR I c Q 1-1118'NOM HORIZONTALLY AS SHOWN. <Z 0.Z .. F W O 7116'LAMINATED GLASS STACK 7116'LAMINATED LONG M GLASSSTACK `I H GLASS STACK SIDE a 40LAM -�� O KrERLAYER 3116'TEMPERED GLASS 3118'HEAT STRENOTH£NED GLA33 LONG 810E HEAT 3116'HEAT STRENG HENED CLASS3/18'HEAT STRNGTHENED GLASS 7118'ABRSPACE -.086'SO INTERLAYER SHORTSIDESHORT IL LL 6 IDE sZUSED ECURVUSED AT CURVEDFRAMEMEMBER8ON18' FRAMEMEMBER8ONLY 29 b�'11-T/8'O.G MS SITE @11-71'O.C.MAX. GLASS SITE 1-3 f LONG SIDE -+EXTERIOR 4 22 21 13 �T LONG `��11 Y LYNN SIDE SIDE `� ON ...... GLASS TYPE 6 GLASS TYPE 8 ` No.58705 SSIDE0HORT %�• u ST T r F; •�'(V: A LYNN MILLER P.E. P"56m 2X WOOD SUCKSTRIP EDGE --`! - OR FRAMING,SHESET: INSTALLATION INSTALLATION EMBEDMENT DISTANCE INSTALLATION NOTE 2,Wi ET TYPE C TYPE B WOOD SUCKSTRIP, ; TYPE A ENB IW MAX SEEXNOTE Z THIS SHEET EMBEDMENTTiSHIN 1 i TYP.ANCHOR TYPE,EMBEDMENT AM £ EDGE DISTANCE PER SUBSTRATE, DISTANCE PRODUVf RBNBWBD EDGE SEE TABLE 8,THIS SHEET �. a9ownplfAuBwhbBaFlortda DISTANCE .s Ba1MlnS �1/4-MAX 1 SHIN ?Jade f 4 1 4 TYP.ANCHORTYPE. ....t: +� mww Pm" EMBEDMENT AND EDGE y.' _ 11 DISTANCE PER SUBSTRATE. SEE TABLE S.THIS SHEET USED AT CURVED 11 "°:" - FRAME MEMBERSONLY ?•,',;;•• EXTERIOR 9 a '"`�,a . @11-IAT'O.C.MAX. CONCR£T£/Cb1U I. 4 11 - I a i.• b P'ERANCHOR VI818LELIONITNfIOTH= REQUIREMENT WINDOW BUCK WIDTH-2-3t4' WINDOW BUCK WIDTH CON0RETEC11 WINDOW PRIOR ---- TIP TO-TIPWINDOW WIDTH PER ANCHOR > BUCK /I.3 REQUIREMENT a HEIGHT Y' u4'MAX•SHIM —►j HORIZONTAL SECTION A A TIP—TO—TIP .a� HEWING VISIBLESELF-ORIlUNO873OAS l'r1 Z -� Q A HEIGHT-LIGHT (OS)SEE TABLE S. TABLE 8 zw e0 THIS SHEET Min Edge max w AnO w 8nbsbate Mn.Embedment Z OA U eSLICKO HEIGHT- INSTALLATION ca =a 012 or 414 410 88 Sorawc pp O O sceei sre' 0.08r. tr P z ft- METHOD z INSTALLATION TIONANCHOR --- -- Steal Swe .ar min. 318` OAS. is Ge• Ir F O P.T.umr*m Fm(8G-0.55) sVt 1348' it co UNDERNEATH EXTERIOR #t2*r#14 SteW 8omw(G5) AI�6D63-�°� 3V 0.0w.ar it O - Steel M W,Or.33 min. 3O8' 0.04W(1808)' tr y 4QF Ungrauled ,(ASTM 0.811 2-Ur 1-U4' Ir Z 0) 21 MIAMI-DARE APPROVED MULLION 1W 410 88 OmteFlex C weW(min.3.35 keq T 1.814' tr (SEE SEPEMTE 6 STEE FRAMING OR STEEL STUDALUMINUM. 2.85 k T 1314' 1r21-5 SEE SUBSTRATE PROPERTIES, 1t4'Steal t8kewn CumeW�2.85 kol) 2-Vr 1-3!8' 1r z Z U TABLE S.THIS SHEET n2mutad CMU.(ASTM C-90) 2-1!2' 11-1m it 5 ( !L B� I-va 1 it 6 114'MAX SHBA 511wstow UlbaOon �CMU 8TM C-80 2-Ur I 1.314' tr ---777--- •MW.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL I LL } 1X WOOD SUCKSTRiP, elgy •asap sere I SEE NOTE 2,THIS SHEET yYNN • CONCRETE PER � �� r'JCENSF''• EMBEDMENT 14t... �� . ANCHOR OTALLATION NOTES: � �;� '•.>k 4. a 4 ,4" REQUIREMENT No.587 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. II 2.WOOD SUCKS DEPICTED ON THIS SHEET AS-1X-,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1AX.1X WOOD Bl1CK3 ARE A�_ INSTALLATION I'"� DIEDGE STANCE •• •TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'W ARE 1-1W THICK OR GREATER. - ��.�� •3 !1,4 TYPE B AND EDGE DISTANCE BSTRATE. EE TABLE 8,THIS SHEET ��C�TO THE SUBSTRATE OF WOOD SUCKS TO BE EN(NNEERED 8Y OTHERS ORAS APPROVED BY AUTHORITY HAVING %�O�••, FLOR1D •; VERTICAL SECTION B-B o,/";,&IONA11-� 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. I))1I t t 1 t i 1,,' 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WWNDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. A.LYNN Mal 1 FR,PZ P.E.O 887 J 2X WOOD SUCKSTRI° INSTALLATION INSTALLATION EDGE OR FRA IMO,SEE TYPE G TYPE F DISTANCE NOTE 2,THIS SHEET EMBEDMENT 1XWOODCKSTRiP, W EMBEDMENT SEE NOTE 2.THIS SHEET INSTALLATION V4•MAX TYPE C EMBEDMENT - --� SHIM TYP.ANCHOR TYPE.EMBEDMENT AND EDGE EGOPER SUBSTRATE. S EDGE .:.p . e' S SEEE TAKE TABLE 9.THIS SHEET •-.• DISTANCERODUCr RENEWED - DISTANCE �,. '.p. •�••a' comoyln8w)ththeFlalde do ooftCo 1!4•MAX 2 "° zoic 2 SHIM • ,:n,� / O , MlacilDudei TYP.ANCHOR TYPE. paxb••�• ' EMBEDMENT AND EDGE °• 11 DISTANCE PER SUBSTRATE. 11 ••.. SEE TABLE 8,THIS SHEET EXTERIOR a USED AT CURVED F- -R 29 FRAME MEMBERS ONLY <• ;'.e. 4 V I{.� VtSISLE U(iFtT WITH= S a 11-TM3'O.C.MAX. CONCRETEM.NII ^ PERANCHK)R 1 WI�ONfBUCICWWTH-2-3/4' � `,•••.. • a REQUIREMENT WINDOW SUCK WIDTH cWINDOW o HORIZONTAL SECTION C-C a N yea ►EIGHT 114•MNL SHIM a s `f#12 STEEL I� SFLF•DPJLU14G SMS ..t z VISILE (G0I SEE TABLE 0. Z Itr L z LIGHT THIS SHEET TABLE& < .eft. HEIGHT= Ar4wr Subsulde Min.Embedacerd Max SC VD1 U_ Xop j WINDOW 0 Z !D O q ObtO BUCK .T.So O.0. 1 1 1 p W X HEIGHT z Gar INSTALLATION r12 or$14 410 ss Screw Aa41�"'�steel I"�" yS• o as3•• tr o> O O � TYPE H Steel or. min. 318' 0.046`1000• IT z D z Z U. P.T.Bowham (0c1=ass mts• 1.0na• t2• O EXTERIOR 012 or#14 Steel Screw(G6) A1wnNum,8085.76 r*L S18' 0.003•• 12• -- - A36 steel 3B' 0.003•• 1T steel Stud.or.33 min. 3W a04S 1004• ITWWouled ® Z 14 MIAMI-DADS APPROVED MULLION 114.410 SS Cretef ex U• TM C 80 2-1 1.1 1T Z 0 21 (SEE SEPERATE NOA).ALUMINUM. Cortwate 048E 3.36 k41) 1• 1.314• tY STEEL FRAMING OR STEEL STUD. Corrorete .2.80 1' 13th 1T S Codotete(Min.2.88 S 2-11r 1.3f8• 12' q °i SEE SUBSTRATE PROPERTIES, V4•Steel Ultmoon STNI_ ry, Z [[[ IT TABLE S.THIS SHEET 1 CMU. TM G00) 21 1.3i4' O 5 114•MAX SHIM Concrete min.3.6 1-114' 14W 1T tY16'Seel t)lI GM%M ASTM C-81)) 241T 1.3/M tT «33 cr 'MN.OF 3 THREADS BEYOND THE METAL SUBSTRATE, LL W 4Ali •�0 e 1X WOOD BUCKSTRIP, SEE NOTE 2.THIS SHEET ��I tYN1y !1// EMBEDMENT •.p: •;'•. CONCRETE PER :��j< aCENSLc•••`�'p �� • ,: ' ;• q' ANCHOR WSTALLATIONNOTES: •:y¢ •. .q s °. REQUIREMENT it: NO.58705 I.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. INSTALLATION •• < 2.WOOD BUCKS DEPICTED ON THIS SHEET AS NX-,ARE BUCKS WHOSE TOTAL THIDIGNESS IS LESS THAN I-V.-.1X WOOD BRICKS ARE ='0'• 4••+--- EDGE •TYP.ANCHOR TYPE.EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'WARE 1-VYTHtCK OR GREATER. pT••. INSTANCE AND EDGE DISTANCE PER 114STAU ATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED 13Y OTHERS OR AS APPROVED BY AUTHORITY HAVING !1AT �TYPE F • VERTICAL SECTION D-D SUBSTRATE,SEE TAKE aTHISSHEET JURISDICTION 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. !!! 4.IF APPUCASLE.LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. A.LYNN MILLER P.E. P.E9 00706 TYP.ANCHOR TYPE, 2X WOOD SUCKSTRIP EMBEDMENT AND EDGE EMBEDMENT - OR FRAMING.SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE• NOTE 2.THIS SHEET SEE TABLE 10.THIS SHEET TYPE J TYPE K EDGE EDGE INSTALLATION Q DISTANCEDIS7ANc i-+ 18HUA� EDGE DISTANCE TYPE( jJ�J 2X WOOD SUCKSTRIP 2X WOOD BUCKSTRIP ODULT RBNBWFA �+ OR FRAMING.SEE Oft FRAMING.SEE c+m�plying wiNI OWN% NOTE 2,THIS SHEET NOTE 2.THIS SHEET bld114'MAX jTTYP.ANCHOR TYPE.EMBEDMENT AND 3 SHIM I EDGE DISTANCE PER SUBSTRATE,4 8 SE9 TABLE 10.THIS SHEETdo t4oduat � EMBEDMENT 11 3 EMBEDMENT , � USED AT CURVED 29 FRAMIEMEMBERS ONLY --.1 a G, (�i1-718'O.C.MAX L Y" 11 EXTERIOR WINDOW 4 11 � r Y SUCK VISIBLE LIGHT WIDTH = a ' HEIGHT WWDOWSUCKVWTH-2-W p ur MAX.SHUN wINDowBICKWwTIF >•n v euC o w ' n VISIBLE INSTALLATION HORIZONTAL SECTION E-E z g Z d HEIGHT= TYPE L y of `'46 r G WINDOW O U Sam BIGHC 01NGSMS c O p o HEIGHT- SELF-DRILLING 31� 2^314" (GB)•SEE TABLE 10, �-Z d Z � `- TkI3 SHEET TABLE UP .. O Anehor SUbstlato Min.Edge Mgt.O.Q o DIstence s 2'U2'x.1F sox Nall P.T.SwUmm Pine b5 8116 6 Z Z N 2-NP x.131"CommonNag P.T.SwMem Fine 88 318" 6 C7 F O2-IM x.148° Nd P.T.S*M m Pim -0.88 3W 6 f F- 21 P.T.Sw sm PI" c U2' 6 Z � WOODG,SEERIP EXTERIOR x 1'Steel Saw 0.093'AMWaum.STB mim 6fir r LL Z !✓ `✓ NOTE 2.THIS SHEET 1116 A36 Sleet QJ16 6 O 9 6 8006 S Cie SIUtl CHT.33 S" B Z 1/4'MAX SHIM MIAMg-RADE APPROVED MULLION "MN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. a 0. (SEE SEPERATE NOA),ALUMINUM• Z STEEL FRAMING OR STEEL STUD. LL FL SEE SUBSTRATE PROPERTIES. Lint •moo INSTALLATION - — TABLE10XIISSHEET EDGE DISTANCE `�a,�.j.: •,F,P �� 1_. INSTALLATION NOTES: " '•, % 4+— EMBEOMENi TYP.ANCHOR TYPE.EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. NO.58705 AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 10,THIS SHEET 2.WOOD BUCKS DEPICTED ON THIS SHEET AS-1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.1X WOOD BUCKS ARE �10 -7 I) � OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOW BUCKS DEPICTED AS'27PARE 1-,12'THIO K OR GREATER. ' p•••. STA E 3 �� VERTICAL SECTION F-F INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BYO7HER3 OR As APPROVED BYAUTHORIrY HAVING p 2� JURISDICTION �i�� •FtOR10P: (�� 3.FORATTACHMENT TO METAL,THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME. jS/ONA� 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A LYNN MtRLER,P.E. P.E@ 69765 a WOOD SUCKS EDGE OR FRAMING.SEETRIP INSTALLATION TYPE INSTALLATION EMBEDMENT DISTANCE NOTE 2,THIS SHEET INSTALLATION TYPE M FOR THIS INSTALLATION TYPE N .- EMBEDMENT METHOD ONLY. . FOR THIS INSTALLATION ANC10R3 MAY BE NO '.e• ' METHOD ONLY, ) I►- uSHIA l •MORE THAN 8'O C + ANCHORS MAY BE NO EMBEDMENT ' •MORE THAN B•O.C. 1X WOOD E 2.THIRIP,SEE 2X WOOD BUCKSTWP NOTE 2,THIS SHEET PRODUCE RBNGIYBU -ORFRAMINO.SEE Y�S�dome" n NOTE 2 THIS SHEET °°e-0164 N? ✓ --11WMAX TYP.ANCHOR TYPE,EMBEDMENT AND Accapiwtce �� 3 SHIM EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11,THIS SHEET '1 TYP.ANCHORTYPE, S ,,.'•...i�.. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, s 11 SEE TABLE 11,THIS SHEET 3 qY USED AT CURVED EDGE EMIR 20 FRAME MEMBERS ONLY DISTANCE E� !Y'3 Q11-TA'O.C.MAX ,'.�, DISTANCE CONCRETHCMU 11 . . PERANCHOR CONCRETElCMU M52 WINDOW REQUIREMIBJT 4 11 PER ANCHOR BUCK I_ VISIBLELIGHTWIDTH B REOUWr � NT Z HEIGHT 114•MAX.SHIM 1'�- wMDOW St1CK=WWROTH-z-3t4' to --- - WINDOW BUCK WIDTH — EXTERIOR >-� � wa- 0: V p9z VISIBLE INSTALLATION TYPE O HORIZONTAL SECTION G G z{��(' 0 LIGHT HEIGHT' FORTHISINSTAUATION CJ _ , WINDOW 'METHOD ONLY, TABLE 11: O 3 BUCK ANCHORS MAY BE NO astam HEIGHT- •MORE THAN 8'O.C. Aralm Std�atrete Min.Embedment 10r p O O - 6 o P.T. a� 8/18• 1.318' r Z G.Z .. LL Al2 STEEL 812 er 814 410 SS Scm 0.083'• O SELF-DRILLING SMS A30MW ate' 0.053•• KA Sled St Or.33 mN. 318' 0.045.18 Oa• ( THIS 81♦F.BLE 1EY -- P.T.Swdbern Pore(SQ-115% SP16• 1318' 0 1g8µ4 012 x814 Steel Barew A368W 318' O.W* 21 TYP.ANCHOR TYPE, EXTERIOR SMd stuck Gr.33 318' 1 2�� 8' 8 EMBEDMENT AND EDGE CM TM C• 2-'UT1T DISTANCE PER SUBSTRATE. iN'410 SS KtdeFTez Com 538 k 1' 1T LL - SEETA&.E11,7185SHEETKOonomte 2,88 k T1Ttkl MAX SHIM (SEE SEPERATE NOA4,AALLIMINUM, 1N•Steel Ulmooft MIAN4)ADE APPROVED MULLION Coneeete 2.88 kd 2-112' T 0M 2417 11-im Ir STEELFRANI NG OR STEEL SM. UWouled CA411 Gmuled CMU(ASTM G90 2-117' 1T N - 0. SEE SUBSTRATE PROPERTIES. Conde InbL 3.5 1•'Y4• 1T epy im INSTALLATION TABLE 11.THts SHEE7 S/t8'smd tAIniC07t cN�otded cMu Ogp 2-vrtT TYPE N 1X WOOD BUCKSTRIP, •ASN.OF 3 THREADS BEYOND THE METAL SUBSTRATE �'�"} SEE NOTE 2.THIS SHEET ��WW1 LYNN 11j1 i • ;'"..•'e: .,.: •: INSTALLATION.NOTES: EMBEDMENT LICENSE .Fp �! - ;•y 1.USE ONLYANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENTAND EOOE DISTANCE LIMITS. N0.58705 4. • 2.WOOD BUCKS DEPICTED ON THIS SHEET AS 4X.ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-11X'.1X WOOD BUCKS ARE ' OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD SUCKS DEPICTED AS'2OPARE 1.1/2'THICK OR GREATER. -O EDGE 'A INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING � '• !+� DISTANCE JURISDICTION. �0% STATE 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME. .........:,5 /ANAL.E�G\�` VERTICAL SECTION H-H 4.IFAPPLICABLE.LOWER DESIGN PRESSURE FROM EITHER WMDOWORMULLION NOAAPPLIESTOWHOLE SYSTEM. A.'1`¢'hWAU;P,E, P.ES SSM 2 ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES PRODUCT RENf:1YED maw tke Florida O AecaPtswce Pio ANGLED/CURVED ANGLED/CURVED Bx FRAME ASSELB3I.Y FRAME ASSEMBLY ' W CORNEii 90•CORNER Dade 1 I FRAME ASSEMBLY J ESE ASSEMBLY 10 I f t0 ; 4 ALL CORNERS TO j r ALL CORNERS TO USE GASKET I USE GASKET I AND/OR SEALANT J // AND/OR SEALANT j ? A Y EQUAL-LEG FRAME r 0 t t- 1 / FLANGE FRAME / --EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR I MITERED FRAME WITH INTERIOR 0 04 �j atop AND EXTERIOR FRAME WELDS I AND EXTERIOR FRAME WELDS FFF FLANGE (SHOWN)OR CORNER KEYS AT (811OWN)ORCORNERIEY8AT Z d O SCREW BOSSES.SEALANT AT ALL CORNERS SCREW BOSSES.SEALANT AT ALL CORNERS XN < a Z �o ---�•'� o z o r �4'�-►l4.� 094 —�� 084.2Z�_-� Z D Z .. 80 p O TABLE 12, 1 .074• .082" .074 .082• y1 .074 092' uem 1 ta78 ta78'_L.. �j m t # PoTpurt# Description Material t$�• r ® z 1 42630 Flwmed Frame Ak m.808375 1. v_L .438' j xw .43r j 438 3 ° in 2 4285 Eq W4og Foams Alun.808378 �—"�� "" — X00°6 ��'�- .050•fR90a g j zq 1.t28 C Z 3 4268 Integral Fin Franco Akan.808376 FLANGE FRAME EQ 9G FRAME •077• 4 4266 7118'isms.Glass Beading Aklm.808375 O#42530,6083-T6 O #4285,6083-T5 6 4264 LG.Glass BwdIg Akan.8083.76 3 FIN FRAME 8a 4270 Installation Fasterer Cmw Akan.808376 O #4256,6063-T5 amt ossa aeras Ob 4224 InataBation Faetete Caner mod PVC [e 10 706890 t38sket(et 90'carter jdMa) PotyelhYlere •878 f f — 348 1.037• `��nON(1.YNM 11 TP24718 Vinyl Bulb WeaBalrstdp Flex PVC Dura 85+1.1 878' �� 4't.•'LENS 13 tow 899,GE 7700 Silicone a aEquk s70• v & 2071662K Setting Block,Maw.3118"x 71181 x 4' Neoprene,Duro.85+1-1 � �• �•y}+ ISO• _ No.58705 21 1 71704AK jSeWng Block,I.G.3118"x 1.3137 x 4' Neoprene,Dan 66+1-1 7M8°LAMI 1.G GLASS INSTALLATION d'.�` T-71 322 DURWi6 7118'DwaSeal spacFASTENER COVER er GLASS BEADING BEADING GG/: Pk 28 #8 x 1-114'FH SMS Stainless steel Q) #4266,8063-76 O#4254,8063•T6 O #4270,6083-TB ice'(%'•..........•'�j� 30 781PQX #8 x 1°Quad PH SMS Stainless step q/0NAL A.LYNN MUER.P.E. PE9wm R Air System Sifting Summary for AHU-1 MM Prood Name:Canor Pato Addition 04120/2015 Prepared by- Air Air System Inffortr►lion Air System Name r._. __....AHU-1 Number of zones _ Equipment Class __.__ __ _. .._ ._ SPLT AHU Floor Area Air System Type.----- ___ __._SZCAV Location Sizing Calculation Information Zone and Space Sizing Method: Zone CFM. _. _._.__.Sum of space airflow rates Calculation Months_._.._ __---____.Jan to Dec Space CFM Individual peak space loads Sizing Data_._ ...___._ _ .._._........._.__.._..Calculated Central Cooling Coil Sling Data Total coil bad_ _._____._ .__. __....__.0.9 Tons Load occurs at_. ___ ---Aug 1600 Total coil load_.__..._.. __._...__............... _.._..._.10.7 MBH OA DB/WB.__._._...__ .______90.7176.9 OF Sensible coil load 8.6 MBH Entering DS/WB _ _76.7163.7 OF Coll CFM at Aug 1600 ___ _ ..._.........._...._.._396 CFM Leaving DB/WB __ _ Y __. 56.6154.4 OF Max block CFM _ _.... _ _._...------_ .__..__.._396 CFM Coil ADP OF Sum of peak zone CFM _. __ _ .._396 CFM Bypass Factor __ _ _ _ __ _0.100 Sensible heat ratio ___.___._._0.804 Resulting RH._.............._.. _ _ _..52 % ftzlfon Design supply temp. 66.0 OF BTU/(fir-ftp_. _ __..__ ._ . __. __ _._.3T.6 Zone T-stat Check_ __ _ .._. 1 of 1 OK Water flow @ 10.0 OF rise_. __ _.._._......_...._......_.NIA Max zone temperature deviation_ _. .__ _ OA OF Central Heating Coli Sizing Data Max coil load..._..._ . _ ._..._ ..._.__.._....._..._........._.3.0 MBH Load occurs at..__...__.._ .__._ .__...._..._..._...._..Des Htg Coil CFM at Des Htg_..__.._._....._ __ ._ ...__.__ ...396 CFM BTU/(hr-".____..___..._....__ ________iOr9•• Max coil CFM _.._.__._._. ................_...__._.__.._396 CFM Ent.DB/Lvg DB._ _._.__._. .. ._ _ ..._..._:__70.0/"TrA•°� •.•.•. Water flow @ 20.0 OF drop.. _.__._._..____.._..._.......WA ••• i •••• •' 6900• • • 0000 000000 • • • Supply Fan Sizing Data 0000•• :*Go*: Actual max CFM........................ 388 CFM Fan motor BHP__ .._..__.__.__. _ "" V.OQ GHP Standard CFM._.__._._..___..__._ .______.___.......395 CFM Fan motor kW__ __.. ._._ _.____..••••.......___&"*kW ••••• Actual max CFM/tis..._. _.._..._..._ ___ ..__ __._...1.38 CFM/fts Fan static_.........._.___._ .._...._ _w a s:,.,.n _ _ 04%*in wg 00:0*0 • • • • •• 00 •••• 000.00 • Outdoor Ventilation Air Data :••••: • 0 0 Design airflow CFM.--.--..-..— _. __0 CFM CFWperson.-._.._ Y _ _ ...._....•404•CFM/pe&W 0.00 CFMIfe • • • •••••• 0*0 Hourly Analysis Program v.4.2 Page 1 of 1 Building Input Summary Report PROJECT Title: Canor Pato Residence Bedrooms: 1 Address Type: Street Address Building Type: User Bathrooms: 0 tot# Owner. Mr.&MS.Pato Conditioned Area: 285 sq.fL Block/SubDivision: #of Units: 1 Total Stories: 1 PlatBook: Builder Name: Worst Case: No Street: 162 N.W.109 Street Permit Office: Rotate Angle: 0 County: Miami-Dade Jurisdiction: 231000 Cross Ventilation: City,State,Zip: Miami Shore, Family Type: Single family Whole House Fan: FL, 33168- Now/Existing: New(From Plans) Terrain: Urban Year Construct: 2015 Shielding: Urban Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5% 2.5% Winter Summer Degree Days Moisture Range Fl,Miami FL MIAMI INTI. AP 51 90 70 75 149.5 56 LOW UTILITY RATES Fuel Unit Utility Name Monthly Fixed Cost $!Unit Electricity kWh Florida Average 0• 0 000000 Natural Gas Therm Florida Average 0•••• i •••1.72 Fuel Oil Gallon Florida Default 0••.•.• 96:0 1.1 0000:0 Propane Gallon Florida Default 0000:00 • 1.4 • • SURROUNDINGS • 0000 0000 0000. •• • • 0000. Shade Trees .dc�a•ceat Buildings• • • Omt Type Height Width Distance Exist Height • WW•• DlMhM:• N None Oft Oft Oft A � � O-ft • 411:60:6 V000• Oft • NE None Oft Oft Oft 04t • rc E None Oft Oft Oft Oit.•0 i Oft ••• QA•••: SE None Oft Oft Oft Oft At•• : Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft BLOCKS Number Name Area Volume 1 Block1 285 2850 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 1 Addition 285 2850 Yes 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R Value Area Tile Wood Carpet 1 Slab-0n-Grade Edge Insulation Addition 71 ft 0 285 ft' _ 0 0 1 4/21/2015 4:35 PM EnergyGauge®/USRFSB v3.1 Page 1 of 5 Building Input Summary Report ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Flat Gravel 843 f12 36 ft2 Light 0.75 No 0.9 No 0 4.8 ATTIC # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 No attic Vented 300 840 ft' N N CEILING # Ceiling Type Space R Value Area Framing Fraction Truss Type 1 Under Attic 0 Addition 19 285 ft' 0.11 Wood WALLS Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in"Projecr section above. Ad1'acent Cavity Width He�I ht Sheathing Framing Solar Below # Omt 1To Wali Type Space RV alue Ft In Ft In Area 021eValue Fraction Absor. Grade% 1 E Exterior Concrete Block-Int Insul Addition 4.1 25 6 10 255.0 ft2 0 0.4 0 2 S Exterior Concrete Block-Int Insul Addition 4.1 13 6 10 135.0 ft2 00000 0.4 0 3 W Exterior Concrete Block-IM Insul Addition 4.1 25 6 10 255.0 W • • a 4 6 6.90.4 .6.A9 4 DOORS 46..96 .... 0906.. t 9..64. # Omt Door Type Space Storms U-Value Ft • �In• Ft• 91n: Area 1 Wood Addition None .2 .1 .••.•• 1 4444 1 ;6,• WINDOWS ••4444 .' Wall Overhang, • :**fee 6••6• • • # Omt ID Frame Panes NFRC U-Factor SHGC Stone Area Depth Sepa R nor S Scrda►dhg•• 1 S 2 Metal Double(Tinted) Yes 1.01 0.5 N 4.0 ft2 1 ft 6 in 2 ft 0 in Drapealtim& : None 2 W 3 Notal Double(Tinted) Yes 1.01 0.5 N 24.0 ft' 1 ft 6 in 2 ft 0 in Drapes/blinds None 3 E 1 Metal Double(Tinted) Yes 1.01 0.5 N 42.2 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 Space(s) 1 Wholehouse Best Guess .0003 224.3 12.31 23.15 .207 4.7214 AN MASS Mass Type Area Thickness Furniture Fraction Space No Added Mass 0 W 0 ft 0.3 Addition 4/21/2015 4:35 PM EnergyGauge®/USRFSB v3.1 Page 2 of 6 Buitding .Input Summary Report HEATING SYSTEM # System Type Subtype Efficiency Capacity ermal HeatPump-- Duds Block Entry Power Volt. Curr 1 Electric Heat Ptunp None HSPF:10 13.6 kBtu/hr 0 0 0 sys#1 1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts Block 1 Central Unit Split SEER 16 11.51 kMu/hr 345 afm 0.75 sys#1 1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Credits 1 Natural Gas Tankless Exterior 0.82 1 net 50 get 120 ft None SOLAR HOT WATER Collector Surface Absorp. Trans Tank Tank Tank Heat PV Pump Collector Type Tilt Azimuth Area Loss Coef. Prod. Corr. Volume U-Value Surf Area Exch Eff Pumped Energy DUCTS DUCT Supply Return Air CFM 25 CFM25 .•0 0 HVAC# # Location R-Value Area Location Area Number Leakage Type Handler TOT • OUF QIl.awe Heat,Cj4, • • 1 Addition 6 10 W Addition 5 ft' Default Leakage Addition (Default) Defauft !goo 1 1 • TEMPERATURES •••:.. • 0000.. Progremable Thermostat:Y Ceiling Fans: N 00000 .•..• Cooling Jan Feb Mar Apr Ma Jun Jul AugOct • rl [X� t� �'r • Heating Jan Feb Mar E 3 Apr f May Jun Jul j j A �:.: ov IjDVentin Jan Feb Mar LX]A r [ Ma Jun Jul [ ]Aug y�l Oct III��Nov • Thermostat Schedule: HERS 2005 Reference Hours ,,,,,, ...... Schedule Type 1 2 3 4 5 6 7 8 0 g,', 10' 11 :J?..: Cooling(WD) AM 78 78 78 78 78 78 78 78 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 4/21/2015 4:35 PM EnergyGaugeO/USRFSB v3.1 Page 3 of 5 Building Input Summary Report APPLIANCES&LIGHTING Appliance Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans(Summer) AM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 %Released: 100 PM 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Clothes Washer AM 0.105 0.081 0.047 0.047 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 %Released: 60 PM 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Annual Use: 0 kWhtYr Peak Value: 0 Watts Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 %Released: 60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dryer AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 %Released: 10 PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Annual Use: 0 kWh/Yr Peak Value: 0 Watt Lighting AM 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 %Released: 90 PM 0.16 0.17 025 0.27 0.34 0.55 0.55 0.88 1 0.86 0.51 0.28 Annual Use: 1127 kWh/Yr Peak Value: 368 Watts Miscellaneous AM 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 %Released: 90 PM 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Annual Use: 0 kWh/Yr Peak Value: 0 Watts `•" • • 0000 0.000• Pool Pump AM 0 0 0 0 0 0 0 0 • 0• • 1 8 • %Released: 0 PM 1 1 1 1 0 0 0 0 ••0••4 0 *00 �� •+ Annual Use: 0 kWh/Yr Peak Value: 0 Watts 0*0006+ Range AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0,"% 0.343. 0.343 ;0.8•• %Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 `4V+` 0.229,.%%71 Annual Use: 0 kWh/Yr Peak Value: 0 Watts 000000 •••• 00:090 Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 •X0.8++a 0.8•0•e8 09.4004 %Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 •®68.0 0.93 • 0.9 0.85.0 Annual Use: 775 kWh/Yr Peak Value: 140 Watts 0 0 : :609:0 0000:0 Well Pump AM 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 ; 0-1.0. 0.16 0.1 %Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 'd!1 ` 0.10. :-ji `0.1 • Annual Use: 0 kWh/Yr Peak Value: 0 Watts `+ • CLOTHES WASHERS ID Type Screen Location Capacity Make Model Schedule LoadsPerYr 1 1 Main Default New Main 2.847 HERS201 (invalid) CLOTHES DRYERS ID Type Screen Location Capacity Fuel Type Make Model Schedule LoadsPerYr 1 Dryers Default New Main Electricity DISHWASHERS ID Type Screen Location Capacity Vintage Make Model Schedule kWhPerYr 1 Dishwash Default New Main 12 2004 or N HERS201 372 4/21/2015 4:35 PM EnergyGauge®/USRFSB v3.1 Page 4 of 5 r . Building Input Summary Report RANGE OVEN ID Type Screen Location Type Fuefryype Make Model Cooldop Oven 1 Rams Default New Main CooktopOven C Electric Electric Fl Not Conv MISC ELECTRICAL LOADS ID Type Screen Item Quantity Category Operating Location Schedule Off Standby 1 Misc Else Simple Default 1 1 Main HERS201 1 Y • •we• wwlee• •www•• 00•• •ewa0• • •w•••fw ease e• •• •e:•+ w•:••s •••• ••ww• • :000:0 • w • : • 4!21/2015 4:35 PM EnergyGauge®/USRFS8 v3.1 Page 6 of 5 F�OPS4fA 405-10 'FLORIDA ENERGY EFFICY CODE FOR BUILDING CONSTRUCTION Florida Department of Busi d f 0 P nal Regulation - Residential Performance Method Project Name: Canor Pato Residence Builder Name: Street: 162 N.W.109 Street Permit Office: ` City,State,Zip: Miami Shore,FL,33 Permit Number. Owner. Mr.&MS.Pato Jurisdiction: 231000 Design Location: FL,Miami 1. New construction or exiting New(From Plans) 9. Wall Types(645.0 sg1L) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-hit Insul,Exterior R=4.1 645.00 ftp b.N/A R= Ile 3. Number of units,if multiple family 1 c.N/A R= ftz 4. Number of Bedrooms 1 d.WA R= fe 5. is the a worst case? 10.Ceiling Types (285.0 sqft.) Insulation Area a.Under Attic(Vented) R=19.0 285.00 fe 6. Conditioned floor area above grade(ft) 285 b.WA R= ftp Conditioned floor area below grade(ft2) 0 c.WA R= fe 11.Duds R fe 7. WbxWws(70.2 sgft.) Description Area a.Sup:Addition,Ret:Addition,AH:Addition 6 10 a. U-Factor: Dbi,U=1.01 70.22 f'F SHGC: SHGC=0.50 b. U-Factor WA ftz 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 11.5 SEER:16.00 c. U-Factor WA ftz 0000 SHGC: 13.Heating system • •kBtu/hr'•jjjdency goo* • d. U-Factor. WA tt� a.Electric Heat Pump '*00 ; 13.6 H^J :10.00 • 000000 Area Weighted Average Overhang Depth: 1.500 ft. '••' ••••i • 66 Area Weighted Average SHGC: 0.500 14.Hot water systems 0000 i•••• 8. Floor Types (285.0 sq8.) Insulation Area a.Natural Gas Tankiess •0000 0 g�dons • 'EP10.820 ••••• a.Slab-On-Grade Edge Insulation R=0.0 285.00 W b. Conservation features 99:09: •0•• ••i•• b.WA R= fe None 0000 •0000' 00000 c.WA R= fP 15.Credits •• • • Pstat •' Total Proposed Modified Loads: 14.64 D GlassfFloor Area: 0.246 T A!•$• �••.. Total Standard Reference Loads: 21.16 1 hereby certify that the plans and specifications covered by Review of the plans and 'Cl s?q this calculation are in . the Florida Energy specifications covered by this Off, Code. calculation indicates compliances, with the Florida Energy Code. PREPARED Before construction is completed DATE: this building will be inspected for t7 compliance with Section 553.908 I hereby certify that this building,as designed,is in compliance Florida Statutes. with the Florida Energ r , OWNER/AGEN . m=� BUILDING OFFICIAL: DATE: DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 4/21/2015 4:34 PM EnergyGauge®USA-FIaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 r ` PROJECT Tim: Canor Pato Residence Bedrooms: 1 Address Type: Street Address Building Type: User Conditioned Area: 285 Lot# _ Owner. W.&MS.Pato Total Stories: 1 BloddSubDwision: #of Units: 1 Worst Case: No PlatBooic Builder Name: Rotate Angle: 0 Street 162 N.W.109 Street Permit Office: Cross Ventilation: County: Miaml-Dade " Jurisdiction: 231000 Whole House Fan: City,State,Zip: Miami Shore, Family Type: Single-family FL, 33168- New/FAsting: 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,Miami FL MIAMI INTI AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Biockl 285 2850 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished •40ooled Heated • 9999 ••••• 1 Addition 285 2850 Yes 2 1 1 ***'Yet �Yes. Yes • • FLOORS 0000.. # Floor Type Space Perimeter R-Value Area • • Tile .W$od CADet 9 • 1 Slab-On-Grade Edge Insulatio Addition 71 ft 0 285 ft' .__.•9 0 0 0 0::.:5 3 g 9 09 g 9 • • 0 9999• ROOF •09•09 9 • Roof Gable Roof Solar SA 9 imitt E:' t••0eck # Type Materials Area Area Color Absor. Testd% • Telae j. Insui. :4deO; 1 Flat Gravel 843 ftz 36 ftz Light 0.75 No 0.9 No 0 4.8 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 No attic Vented 300 840 fts N N CEILING # Ceiling Type Space R Value Area Framing Frac Truss Type 1 Under Attic(Vented) Addition 19 285 ftZ 0.11 Wood "11/2015 4:34 PM EnergyGaugeS USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below a omt 10 wall Joe1 E Exterior Concrete Block-Int Insul Addition 4.1 25 6 10 255.0 f>s 0 0.4 0 2 S Exterior Concrete Bloc-Int Insul Addition 4.1 13 6 10 135.0 ftp 0 0.4 0 3 W Exterior Concrete Block-Int Insul Addition 4.1 25 6 10 255.0 fF 0 0.4 0 DOORS # Omt Door Type Space Storms U-Value width Height Area Ft In Ft In 1 Wood Addition None .2 .1 .1 .1 ftz WINDOWS Orientation shown is the entered Proposed orientation. wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S 2 Metal Double(rnted) Yes 1.01 0.5 4.0 ft' 1 ft 6 in 2 ft 0 in Drapes/blinds None 2 W 3 Metal Double(Tinted) Yes 1.01 0.5 24.0 ft' 1 ft 6 in 2 ft 0 in Drapes/blinds None 3 E 1 Metal Double(Tinted) Yes 1.01 0.5 42.2 fe 1 ft 6 in 2 ft 0 in Drapes/blinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0003 224.3 12.31 23.15 .207 1.7214 •"". 0000 0••• IA 0000 HEATING SYSTEM • 111109 LLLL" # System Type Subtype Efficiency Capacity Mock • 1 Electric Heat Pump None HSPF:10 13.6 kBtu/hr '•...' • 010 0: sys#1 ' 0000• . 0 • COOLING SYSTEM 0 00000 0 0 0000000 # System Type Subtype Efficiency Capacity Arc fkrO •SHR gloc k Ductl 0000 � • ••• 1 Central Unit Split SEER:1611.51 kBtu/hr 3459cfm . 0.75 • t fys#1 0000 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankiess Exterior 0.82 1 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft' 4/21/2015 4:34 PM EnergyGaug"USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 • DUCTS —Supply— —Retum— Air CFM 25 CFM25 HVAC# # Location R Value Area Location Area Leakage Type Handier TOT OUT ON RLF Heat Cool 1 Addition 6 10 W Addition 5 fN Default Leakage Addition (Defauk) (Default) 1 1 TEMPERATURES Programahle Thermostat:Y Ceiling Fans: Cool ng Jan Feb Mar Apr HVeenatitiing Jan Feb Mar LTJ Mar �►Pr t ]May Y �Jun Jul NoJul Oct v Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ) AM PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) PAM M 78 78 78 78 78 78 78 78 78 78 7$ 8 Heating(VVD) AM PM 6688 6688 68 66 6688 6688 68 68 68 6688 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 • •••• •• •• ••••• • • •...i. 4/21/2015 4:34 PM EnergyGauge®USA-FlaRe$2010 Section 405.4.1 Compliant Software Page 4 of 6 FOGIM 405-10 - Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 162 N.W. 109 Street PERMIT#: Miami Shore, FL,33168- MANDATORY REQUIREMENTS SUMMARY-See Individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked,gasketed,weatherstripped or otherwise sealed. Recessed fighting IC-rated as meeting ASTM E 283.Windows and doors=0.30 cfm/sq.ft.Testing or visual inspection required. Fireplaces: gasketed doors&outdoor combustion air.Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls doling system.Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers,filter boxes and building cavities which form the primary air containment passageways for air distribution systems shalt•• , be considered ducts or plenum chambers,shall be constysted and "' ••• ;• sealed in accordance with Section 503.2.7.2 of this codp,,„ ,, ::- V ` .00.00 403.3.3 Building framing cavities shall not be used as supply dura.• 0 :.. .: Water heaters 403.4 Heat trap required for vertical pipe risers.Comply with gf'ipiencies in” ••• Table 403.4.3.2. Provide switch or clearly marked circuj#1 er ."" "� • (electric)or shutoff(gas). Circulating system pipes lnstjj1WL1p=R-Y��' t f•• • +accessible manual OFF switch. • (/ ' Mechanical 403.5 Homes designed to operate at positive pressure or wits m*8panicai 0000 . ventilation ventilation systems shalt not exceed the minimum ASHAAE 62 level' ;• UVJ • No make-up air from attics,crawispaces,garages or outdoors adjacleflt to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except ff 70%of heat from site-recovered energy.Off/timer switch required. Gas heaters minimum �✓ thermal efficiency=78%(82%after 4116113). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed&attached.Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. (.0000 4121/2015 4:34 PAA EnergyGauge®USA-RaRe92010 Section 405.4.1 Compliant Software Page 5 of 5 !; ITY arm 4E L OMIS ENGINEERING, INC. STRUCTURAL DESIGN AND FORENSIC INVESTIGATIONS tiupy Structural Calculations for the Garage Conversion 162 NW 109th Street Miami Shores, Florida Index Pages Wind 1-5 Floor Joists 6-7 Window Jamb 8-9 Existing Concrete Header 10-11 0000 . . 0000 0000.. .. 0000 0000.. 0000 0000.. 0000.. 0000.. 0000 0000 00 00 .0000 00000. 0000 00000 00 00 6000 000000 Prepared by: •••••• • . . 0 0 000000 000000 . . ..0000 00 . 0 0 0 Z' . 0. 0 0 Gregory oomis,'P.E. #56148 President y.. 2;z_, phone: (954) 609-8897 office: 8930 S.R. 84 - # 246 Davie, FL 33324 s s NECAWind Version 2 . 1 . 0 . 7 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2015 www.mecaenterprises.com Date : 4/15/2015 Project No. Company Name : Loomis Engineering, Inc. Designed By Address Description Garage Conversion City : Davie Customer Name : State : Florida Proj Location : Miami Shores, FL File Location: C:\Users\Greg\Desktop\Work2\Loomis Engineering\Ralph Tait\Coconut Grove House Addition\Calcs \Coconut Grove House Wind.wnd Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of . 6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 2.97 : 12 Slope of Roof(Theta) = 13.88 Deg Ht: Mean Roof Ht = 13.50 ft Type of Roof = Hipped RHt: Ridge Ht = 17.00 ft Eht: Eave Height = 10.00 ft OH: Roof Overhang at Eave= 1.33 ft Roof Area = 5881.00 ft^ 2 Bldg Length Along Ridge = 66.00 ft Bldg Width Across Ridge= 54.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gust1: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc* (33/Zm) ^0.167 = 0.23 Lzm: 1* (Zm/33) ^Epsilon = 427.06 ft Q: (1/(1+0.63* ( (B+Ht)/Lzm)^0.63) )^0.5 = 0.91.00 Gust2: 0.925* ( (1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm) ) • a O AQ*0•' •00000 .• • •••• • Gust Factor Summary 0•••00 00*0 0.00:0 Not a Flexible Structure use the Lessor of Gust1 or Gust2 ...1". 0.85 0000.0 Table 26.11-1 Internal Pressure Coefficients for Buildings,0 wat •��•�� 0�� GCPi Internal Pressure Coefficient 000•: /-0.�108�� 0000• •• •• 0000 0000•• Figure 27.4-1 External Pressure Coefficients ;";'; ' •� 0 0 . 0 •00.•0 Cp - Loads on Main Wind-Force Resisting Systems ...... . . . 0 ••00.0 .. 0 • 000 . • eta h L z B Kh: 2.01* (Ht/Zg)^ (2/Alpha) = 0.85 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256* (V).^2*I*Kh*Kht*Kd = 33.94 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 5881.00 ft^2 Reduction Factor based on Roof Area = 0.80 NNFRS-Wall Pressures for Wind Normal to 66 ft wall (Normal to Ridge) 0000 Wall Cp Pressure Pressure • • 9099 9090.• +GCpi (Psf) -GCPi (psf) X00 9 9999 •� --------------- ------ ----------- ----------- •9006 •9•• • . • 9999•• Leeward Wall -0.50 -20.53 -8.32 . Side Walls -0.70 -26.30 -14.09 *00000 ' 9999•• • 9999 • . • • Wall Elev Kz Xzt qz Press Press Total .9.• •• •• •0000 • • ft psf +GCpi -GCPi +/-GCpi.•9.6 9009 •6.99 ---------------- ------ ----- ----- ------- ------- ------- ------- ii'••• '.0.9 0.00.0 Windward 17.00 0.87 1.00 34.85 17.59 29.81 38.jj.... 00 Note: 1) Total = Leeward GCPi + Windward GCPi • • % 9999•• •.906• Roof Location Cp +GCpi(ps£) -GCpi(psf) • • • Windward - Min Cp -0.54 -21.69 -9.47 Windward - Max Cp -0.04 -7.26 4.96 Leeward Perp to Ridge -0.46 -19.38 -7.16 Overhang Top (Windward) -0.54 -15.58 -15.58 Overhang Top (Leeward) -0.46 -13.27 -13.27 Overhang (Windward only) 0.80 23.08 23.08 NNFRS-Wall Pressures for Wind Normal to 54 ft wall (Along Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.46 -19.25 -7.03 Side Walls -0.70 -26.30 -14.09 Wall Elev Kz Kzt qz Press Press Total ft psf +GCpi -GCpi +/-GCPi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 17.00 0.87 1.00 34.85 17.59 29.81 36.84 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge CP Pressure Pressure +GCpi(psf) -GCpi(psf) --------------------------------- ------ ---------- ---------- 0.0 ft to 6.8 ft -0.90 -32.07 -19.86 6.8 ft to 13.5 ft -0.90 -32.07 -19.86 13.5 ft to 27.0 ft -0.50 -20.53 -8.32 27.0 ft to 66.0 ft -0.30 -14.76 -2.55 • • • • • MECAWind Version 2 . 1 . 0 . 7 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2015 www.mecaenterprises.com Date : 4/15/2015 Project No. Company Name : Loomis Engineering, Inc. Designed By Address Description Garage Conversion City Davie Customer Name State Florida Proj Location Miami Shores, FL File Location: C:\Users\Greg\Desktop\Work2\Loomis Engineering\Ralph Tait\Coconut Grove House Addition\Calcs\Coconut Grove House Wind.wnd Roof not shown 2 1, 2 21 ,1 12 51 S; a ; WAS a Hip Roof 7<8<--27 a Wind Pressure on Components and Cladding (Ch 30 Part 1) A11 pressures shown are based upon ASD Design, with a Load Factor of . 6 Width of Pressure Coefficient Zone "a" = 5.4 ft Description Width Span Area Zone Max Min Max P Min $'•". ft ft ft^2 GCp GCp psf: O'psf 0000 ••••�• ---------------------------------------------------------------��- ------:•.• •• Zone 1 (1 to 19) 2.00 5.00 10.0 1 0.50 -0.90 23!t%* -36.6.6'•• 000090 Zone 1 (20 to 49 4.00 5.00 20.0 1 0.44 -0.87 21!t'4••q-35.64 • 0.00.0 0.3 Zone 1 (50 to 99 5.00 10.00 50.0 1 0.36 -0.83 18. �l00.-34.28' . : • • Zone 1 (100+) 10.00 10.00 100.0 1 0.30 -0.80 16.4290• -33.26• •• 00:00• Zone 2 (1 to 19) 2.00 5.00 10.0 2 0.50 -1.70 23!08•••-63.80•• 00000 Zone 2 (20 to 49 4.00 5.00 20.0 2 0.44 -1.55 21sO4.0-58.' 0..•0 000000 Zone 2 (50 to 99 5.00 10.00 50.0 2 0.36 -1.35 18443400x-51.95 0 00 Zone 2 (100+) 10.00 10.00 100.0 2 0.30 -1.20 16;29• :-46.84 • 000010 Zone 3 (1 to 19) 2.00 5.00 10.0 3 0.50 -1.70 23.08 0 -63.$200'• Zone 3 (20 to 49 4.00 5.00 20.0 3 0.44 -1.55 21%Q0 't-58.74 ... ,•0•', Zone 3 (50 to 99 5.00 10.00 50.0 3 0.36 -1.35 18.34 -51.9 .0 ; Zone 3 (100+) 10.00 10.00 100.0 3 0.30 -1.20 16.29 -46.84 Zone 2H (1 to 19 2.00 5.00 10.0 2H 0.50 -2.20 16.97 -74.67 Zone 3H (1 to 19 2.00 5.00 10.0 3H 0.50 -3.70 16.97 -125.58 Zone 4 (1 to 19) 2.00 5.00 10.0 4 1.00 -1.10 40.05 -43.45 Zone 4 (20 to 49 4.00 5.00 20.0 4 0.95 -1.05 38.25 -41.64 Zone 4 (50 to 99 5.00 10.00 50.0 4 0.88 -0.98 35.86 -39.26 Zone 4 (100+) 10.00 10.00 100.0 4 0.82 -0.92 34.06 -37.45 Zone 5 (1 to 19) 2.00 5.00 10.0 5 1.00 -1.40 40.05 -53.63 Zone 5 (20 to 49 4.00 5.00 20.0 5 0.95 -1.29 38.25 -50.02 Zone 5 (50 to 99 5.00 10.00 50.0 5 0.88 -1.15 35.86 -45.25 Zone 5 (100+) 10.00 10.00 100.0 5 0.82 -1.05 34.06 -41.64 Loomis Engineering,Inc. Title: Garage Conversion Job# Davie,FL Dgnr. Project Desc.: Project Notes Wood Beam Design oaeRc A INC.1902MO,Ver 6.1.03 Description: Typical Wood Floor Joist Material Properties Calculations per 2005 NDS Analysis Method: Allowable Stress Design Fb-Tension 1,050.0 psi E:Modulus of Elasticity Load Combination 2006 IBC&ASCE 7-05 Fb-Compr 1,050.0 psi Ebend-xx 1,600.Oksi Fc-Prll 1,500.0 psi Eminbend-xx 580.0 ksi Wood Species :Southern Pine Fc-Perp 565.0 psi Wood Grade :No.2: 2"-4" Thick: 10"Wide Fv 175.0 psi Ft 575.0 psi Density 35.440pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling Repetitive Member Stress Increase 0.05 L o. - + irk 2X10 Span=12.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load: D=0.050, L=0.040 k/ft, Tributary Width=1.0 ft DESIGN SUMMARY ' • Maximum Bending Stress Ratio = 0.781: 1 Maximum Shear Stress Ratio = 0.305: 1 Section used for this span 2x10 Section used for this span 2x10 fb:Actual = 943.29psi fv:Actual = 53.32 psi F13:Allowable = 1,207.50psi Fv:Allowable = •475.QO psi Load Combination +D+L+H Load Combination ; ••. •'t DSI+H ••• ;• Location of maximum on span = 6.000ft Location of maximum on span p • •091.600 ft Span#where maximum occurs = Span#1 Span#where maximum occurs .._.9.. ..span#1 .e. :. Maximum Deflection 000:96 • ' • Max Downward L+Lr+S Deflection 0.119 in Ratio= 1211 •••• • • •• • Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 •0000• �.• 00 •.• • Max Downward Total Deflection 0.278 in Ratio= 518 000000 0000 • • Max Upward Total Deflection 0.000 in Ratio= 0<240 • • • • .. •. 0000 ... .• • 0000.. 0000.. Maximum Forces&Stresses for Load Combinations • Load Combination Max Stress Ratios Summary of Moment Values •• Summary ofaGhow lialues • Segment Length Span# M V C d Mactual fb-desgn Fb-allow Vactual h dW n • Fv-allow +D Length=12.0 It 1 0.447 0.174 1.000 0.96 539.38 1,207.50 0.28 30.49 175.00 +D+L+H Length=12.0 It 1 0.781 0.305 1.000 1.68 943.29 1,207.50 0.49 53.32 175.00 +D+Lr+H Length=12.0 It 1 0.447 0.174 1.000 0.96 539.38 1,207.50 0.28 30.49 175.00 +D+0.750Lr+0.750L+H Length=12.0 It 1 0.698 0.272 1.000 1.50 842.31 1,207.50 0.44 47.61 175.00 Overall Maximum Deflections-Unfactored Loads Load Combination Span Max.*2 Deft Location in Span Load Combination Max."+"Doff Location in Span D+L+Lr 1 0.2775 6.060 0.0000 0.000 Loomis Engineering,Inc. Title: Garage Conversion Job# Davie,FL nr. Project Desc.: Project Notes Wood Beam Design B ERMC,INC,1902D10,Ver W.03 Description: Typical Wood Floor Joist Vertical Reactions-Unfactored Support notation:Far left is#T Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.560 0.560 D Only 0.320 0.320 L Only 0.240 0.240 D+L+S 0.560 0.560 D+L+Lr 0.560 0.560 0000 • • 0000 0000•• •• • 0000 • 0000•• 0000 0000•• • 0000•• • • • 0000•• 0000 • • • • 0000 •• •• 0000• 0000•• 0000 0000• • 0000•• • • • • • • 0606•• 0000•• • • • •0000• • •• • • ••• • • • • Loomis Engineering,Inc. Title: Garage Conversion Job# Davie,FL nc Project Desc.: Project Notes Concrete Beam Design MERCAW,INC.19MMO,Ver 6.1A3 Description: Typical jamb(wind design) Material Properties Calculations per ACI 318-05 pc = 3.0 ksi Phi Values Flexure: 0.90 fr= Pct/ '7.50 = 410.79 psi Shear: 0.750 y1 Density = 145.0 pcf R 1 = 0.850 Elastic Modulus = 3,122.0 ksi Load Combination 2006 IBC&ASCE 7-05 , Fy-Main Rebar = 60.0 ksi Fy-Stirrups = 40.0 ksi E-Main Rebar = 29,000.0 ksi E-Stirrups = 29,000.0 ksi Stirrup Bar Size# # 3 Num of Bars Crossing Inclined Crack = 2 - 8h 8-wxe"h SIM-8.0 ft Cross Section&Reinforcing Details __ Rectangular Section, Width=8.0 in, Height=8.0 in Span#1 Reinforcing.... 244 at 4.0 in from Bottom,from 0.0 to 8.0 ft in this span Applied Loads Service toads entered.Load Factors will be applied for calculations. 0006 0•• Load for Span Number 1 *000 Uniform Load: W=0.40 M Tributary Width=1.0 ft : ••• • ":• DESIGN SUMMARY ' • Maximum Bending Stress Ratio = 0.834: 1 Maximum Deflection • Section used for this span Typical Section Max Downward L+Lr+S Deflection in Ratio=• 0<SQ ..; Mu:Applied 5.120 k-ft Max Upward L+Lr+S Deflection 66.01%in Rag&=• : 0<360 • Mn*Phi:Allowable 6.141 k-ft Max Downward Total Deflection •0.940 in Raties •P409 99 Max Upward Total Deflection ••9.099 in Rati09•• 999<1&:..* Load Combination +1.20D�►0.50Lr+0.50L+1.60W • • • • Location of maximum on span 4.000ft so 6• •••• •• ••• Span#where maximum occurs Span#1 6666.• • • • • • • - • • • 666.6. Vertical Reactions-Unfactored Support notation:Far left is#1 •••••• Load combination Support 1 Support 2 •••• • • •••• Overall MAXimum 1.600 1.600 6 6 W Only 1.600 1.600 Shear Stirrup Requirements No Stirrups Required from 0.00 to 1.44 ft along span, condition:Ph'Vcl2<Vu r-PhiVc No Stirrups Required from 1.47 to 6.53 it along span, condition:Vu<PhiVc2 No Stirrups Required from 6.56 to 8.00 it along span, condition:Ph!Vc/2<Vu<=PhiVc Maximum Forces&Stresses for Load Combinations Load Combination Location(ft) Bending Stress Results (k-ft) Segment Length Span# in Span Mu:Max Phi*Mnx Stress Ratio MAXImum BENDING Envelope Span#1 1 4.000 5.12 6.14 0.83 +1.20D+1.60Lr+0.80W Span#1 1 4.000 2.56 6.14 0.42 +1.20D+1.60S+0.80W Span#1 1 4.000 2.56 6.14 0.42 +1.20D+0.50Lr+0.50L+1.60W Span#1 1 4.000 5.12 6.14 0.83 +1.20D+0.50L-+0.50S+1.60W Loomis Engineering,Inc. Title: Garage Conversion Job# Davie,FL nr. Project Desc.: Project Notes Concrete Beam Design ENERCALC,INC.1902010,Ver.111.03 Description: Typical jamb(wind design) Load Combination Location(ft) Bending Stress Results (k-ft) Segment Leno Span# in Span MU:Max Phi*Mnx Stress Mo Span#.1 1 4.000 5.12 6.14 0.83 +0.90D+1.60W +1.60H Span#1 1 4.000 5.12 6.14 0.83 Overall Maximum Deflections-Unfactored Loads Load Combination Span Max.'2 Dell Location in Span Load Combination Max.'+Defl Location in Span W Only 1 0.0398 4.100 0.0000 0.000 • • •••• •••••• • •••••• •••• ••••• • • • • •• •• •••• •••••• • • • Loomis Engineering,Inc. Title: Garage Conversion Job# Davie,FL Dsgnr. Project Desc.: Project Notes Concrete Beam Design MEWALc,INC.1902D10,Ver W.03 Description: Existing Tie Beam Header Material Properties Calculations per ACI 318-05 fc = 3.0 ksi Phi Values Flexure: 0.90 fr= fc1/2 *7.50 = 410.79 psi Shear: 0.750 yJ Density = 145.0 pcf R 1 = 0.850 Elastic Modulus = 3,122.0 ksi Load Combination 2006 IBC&ASCE 7-05 Fy-Main Rebar = 60.0 ksi Fy-Stirrups = 40.0 ksi E-Main Rebar = 29,000.0 ksi E-Stirrups = 29,000.0 ksi Stirrup Bar Size# # 3 Num of Bars Crossing Inclined Crack = 2 E,s am WwxlTh Span�.0 ft Cross Section&Reinforcing Details Rectangular Section, Width=8.0 in, Height=12.0 in Span#1 Reinforcing.... 245 at 3.0 in from Bottom,from 0.0 to 8.0 ft in this span Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads . . `...•' ...... Load for Span Number 1 •..• ; •••• •• Uniform Load: D=0.10, L=0.120 klft, Tributary Width=1.0 ft •••• • • • DESIGN SUMMARY ' ' • Maximum Bending Stress Ratio = 0.152: 1 Maximum Deflection • • • •• ••; Section used for this span Typical Section Max Downward L+Lr+S Deflection • a aa9 in Ratio=• • 0<3U Mu:Applied 3.424 k-ft Max Upward L+Lr+S Deflection Q OGO in Ratid' •• 0<3V Mn*Phi:Allowable 22.566 k-ft Max Downward Total Deflection •• ee in Ra�j&0.11848 •• •• Max Upward Total Deflection • 84 in Rati(boo* 999<10166 *00 Load Combination +1.20D+0.50Lr+1.60L+1.60H •• ••• •• Location of maximum on span 4.000ft • Span#where maximum ours Span#1 • • • • •• 0:0 cc Vertical Reactions-Unfactored Support notation:Far left is#1 •••` • •• •••`� Load Combination Support 1 Support 2 .• • Overall MAX mum 1.267 1.267 D Only 0.787 0.787 D+L 1.267 1.267 D+L+S 1.267 1.267 D+L+Lr 1.267 1.267 Shear Stirrup Requirements No Stirrups Required from 0.00 to 8.00 it along span, Condition:Vu<PhiVc12 Maximum Forces&Stresses for Load Combinations Load Combination Location(fl) Bending Stress Results (k-ft) Segment Length Span# in Span Mu:Max Phi'MnxStress Ratio MAXimum BENDING Envelope Span#1 1 4.000 3.42 22.57 0.15 +1.40D Span#1 1 4.000 2.20 22.57 0.10 +1.20D+0.50Lr+1.60L+1.60H Span#1 1 4.000 3.42 22.57 0.15 +1.20D+1.60Lri0.50L Loomis Engineering,Inc. Title: Garage Conversion Job# Davie,FL Dsgnc Project Desc.: Project Notes Concrete Beam Design B&VA c,INC.1902010,Ver 6.1.03 Description: Existing Tie Beam Header Load Combination Location(ft) Bending Stress Results (k-ft) Segment Length Span# in Span Mu:Max Phi'Mnx Stress MO Span#1 1 4.000 2.37 22.57 0.10 Overall Maximum Deflections-Unfactored Loads Load Combination Span Max.'=Deg Location in Span Load Combination Max.°+Defl Location in Span D+L+Lr 1 0.0081 3.900 0.0000 0.000 0000 • • 0000 0000•• •w • 0000 • 0000•• 0000 0000•• • •00000 • • • 0000 • • •0000••• •ww• •• •• ••••• 0000•• ••w• 000•0•• •• •• 0000 ••w••• • • • • • 0000*0 0000•• • • • • •