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RC-09-1528Inspection Number: INSP - 124591 Scheduled Inspection Date: March 30, 2010 Inspector: Bruhn, Norman Owner: STOCK, MICHAEL Job Address: 268 NE 102 Street Project: <NONE> Contractor: ARCO CONSTRUCTION Building Department Comments Small addition as replacement of Bay window. Passe Failed Correction Needed Re- Inspection Fee March 29, 2010 Miami Shores, FL 33138- iYo -/O No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (305)762 -4949 Phone Number Permit Number: RC -9 -09 -1528 Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Parcel Number 1132060134720 Phone: 305 -892 -6507 Page 4 of 16 Inspection Type: Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss Insp Columns Foundation Window and Door Buck Fill Cells Columns Wire Lathe F. Termite Letter F. Elevation Certificate Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Fees Due CCF DBPR Surcharge Education Surcharge Permit Fee - Additions/Alterations Plan Review Fee (Engineer) Radon Surcharge Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Total: Amount $6.00 $0.11 $2.00 $285.00 $60.00 $0.11 $36.00 $50.00 ($50.00) $8.83 $398.05 268 102 Street Miami Shores, FL 33138- 1132060134720 Block: Lot: MICHAEL STOCK Phone MICHAEL STOCK 268 102 Street MIAMI SHORES FL 33138 -2427 Approved: Yes Comments: Date Approved: 9/17/2009: Yes Date Denied: Type of Construction: Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Retum : Occupancy: Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: Classification: Residential Invoice # Total Amt Paid Amt Due RC -9-09 -35901 $ 398.05 $ 348.05 RC -9-09 -35901 $ 398.05 $ 398.05 $ 0.00 1 0. Valuation: Total Sq Feet: Available Inspections: Applicant Copy For Inspections, Call (305) 795 -2204. Requests must be received by 3 pm for following day inspections. September 23, 2009 Expiration: 03/22/2010 Cell For Inspections please call: (305)762 -4949 NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT the public records of this county. DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. 2 CONTRACTOR: Arc (.UriSf. 0 ( G P C2 SUBMITTAL DATE: Q - (5 •09 ADDRESS:2C0R NE 1b2. 5+- NAME: M CVine ( L r tC. RESUBMITAL DATES: PROJECT TYPE: J e e. t STRUCTURAL I IMPACT FEES ELECTRICAL H HRS /DERM PLUMBING N NOC MECHANICAL B BLDG a a).( i) Miami Shores Village Buil ding Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING tbleir PERMIT APPLICATION SEP 15 Era FBC 20 Permit Type: BUILDING ROOFING Owner's Name, (Fee Simple Titleholder) (\\ci\1&k STO C Phone # aO Owner's Address I mD Y� ..___ ( 0 S t" V v City `� ' (r f(5 State Pz- Zip 3 - 3 ( 3 W Tenant/Lessee Name Phone # Email /V\4 t7C \c' fJ V) L. iz_N P p i. 6 Job Address (where the work is being done) `/�`� �� City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name C- -p - Contractor's Address )665 A F City c ami g State : rt. Zip Qualifier Name 1�e�� ' . S Phone # State Certificate or Registration No. Certificate of Competency No. 'Contact Phone E -mail Architect/Engineer's Name (if applicable) Phone # C al i f Type of Work:. Addition ❑Alteration :New ❑ Repair/Replace ❑ .Demolition Describe Work: 02-1 r 1a.. 'Pte+ C ^' g,.t ♦ AO Value of Work For this Permit $ 4 I ® 0 Square / Linear Footage Of Work: c * ** ** * * * ** ** x* �r* *x,� x*********F �r pa,x Submi al Fee $3o• .0 Permit Fee $ TS CCF $ G. 0 d coicc.$ /e-A NO Permit No. ge 01-0 q —(5 Master Permit No. 75 5- z,1() Zip Flood Zone Phone # e-k2 Notary $ Training/Education Fee $ D. o Technology Fee $ Scanning $ .?46 - -6° Radon $ . 11 DPBR $ • /1 Bond $ O Dotible Fee $ Violation date: Structural Review. $ �j d(! Total Fee Now Due $ S/ eO See Reverse side -+ Signature The for o day of who is 3 -0 NOT Sign: Print: My Commission Expires: (Revised 07 /10 /07)(Revised 06/10/2009) Owner or Agent ent was acknow . g - . bef orally known to me or who has produced • identification and who did take an oath. 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged.. IS • „ A : • $ , .r s $ E+ APPROVED BY / , 4 516/ 5h' Examiner C • i tractor The foregoing instrument was ac • - a ged before me this I5 h y , 20 r7 C f , by VS tt'e J•erM -e 1 , who is personally known to me or who has produced FL PL J 1 ( 4 2:10 as identification and who flake an oath. NOTARY PUBLIC: C43 '1)4" 11) �OO Sign: Print: 1/ ' dtt�' /:�'J! �! �': ►� ;moo My Commission E�,,` ....s rHoie• ° '+a�.ansee *,8 * ** * * * * * * * * * * * * * * * * *** *pie ** * *dcr *** *fir p ** RYA******** k******* ie*******+ r********** * * * * * * ** ** * * * * * * * * * * * * * * * * * * * ** 7 Clerk checked Contractor(s) Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 9/17/2009 : Yes Comments: Issue Date: Not Issued Permit NO. RC-9-09-1528 Phone Primary Contractor *AA Expires:Not issued Folio Number:1132060134720 Owner's Name: MICHAEL STOCK Owner's Phone: Job Address: 268 102 Street Miami Shores, FL 33138- Total Job Valuation: Total Square Feet: am mo.+ arrow IMMO W WORM S IMS E wa s pr WW. e ra id a . MD. 20 tsilT E ,- Sand &Val .�-A This instrume oared � 3 BE N Name Address (4 FG Permit No. STATE OF COUNTY OF 4. Contractor: a. Name and address: b. Phone number: 5. Surely a. Name and address: b. Ph ou e t u bond $ • c. Phone number: 6. Lender a. Name and address: //] _ b. Phone number. !� meet was acknowledged before m`e this (name. of person). as a o ...e.g. officer, trustee, attorney In fact) for behalf of whom Instrumentt was executed). NOTARY PUBLIC -STATE OF FLORIDA `'•: t ':a'1 V. Cubil1os -" ° t�;oln;�sat.'iott '19L)711)23 �•...,.,�` Expir$z SEP. 23, 2011 Bonn) TRW ATLANTIC BONDING CO., INC. NOTICE OF COMMENCEMENT THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement. 1. Description of property: (legal description of property, and street address if available) 26g )0 2 . r r ; 2. General description of improvement: cate 3. Owner information / , auc S a. Name and address: o fp e.6.2 N, 10241. / L f , � b. Interest in property: C.., �.., " c. Name and address of rep titlehold r (if other than owner): J —c o co,-7 .say Go f /46�',✓ l JV;l c� FLS Slgnatu Print, Ty Commis 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(14(a 7., Florid Slgtu�es , f a. Name and address: ) z.�r}fpK b. Phone number: 26 ,V6 /O2_ ssek% 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Llenor's Notice as provided in Section a.13 Florida tatutes: � ex-v, g r < co_c a. Name and address: ss: �Y b. Phone number. lees- , c � 1-a . P r ) r < -� 7 1 e 9. Expiration date of nonce of commencement ( the expiration date Is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE STATE OF i �' Cr'°�."TA, ,efif i MIG WORK OR R e . UR NOTICE OF COMMENC MENT. I HEREBY CE1 -e IV f t ells is a ' + � VA �[ Signature of Owner or Ow er's Authorized 0 /Director Partner /Manag er ear) b (type of (name of party on Signatory's tie/1111c k L• Syr / � L i . r otary Public = ate of Florida a, or Stamp Commissioned Name of Notary Public on Number • Personally Known — or Produced Identification Tax Folio Wk.: — 1 Verification Pursuant to Section 92,625. Florida Statutes Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated in It are true to the bast of my knowledge and belief. • _ Signature of Natural Person Signing Above 521.0 4 ADDITION AND REPLACEMENT OF A WINDOW • • •••• • • • ••• • •• .. • .. .. • • STOCK RESIDENCE 268 NE 102nd STREET MIAMI SHORES, FL 33138 • .. • • • • • • • • • • • . • • • • • • • • • •••• • . • • •••• • • • • • ••• ••• • • • • ' / • • • Revisions: SiFOCK:11F61.430NCE • • • 2 STIOT MYA1`1 SIICRRE FL 33138 ADDITION REPLACEMENT OF A WINDOW Sheet No. A -1 AL Li N6 of N I l - pRO ?o'' D /op 11 1 H NPo To RE-WOVC.P RI a &NM" •••• • • >3 z ftELI) VEe'r •••• • . . . • • .. • • • .. • .. • .. • • • • .. • • • . . • . • . .. .. .. . • . . • • • • .. • • WAIL oF XXt' b b Ex 4 overt on) C� iN1oLI1*1 ?LA(\J X41.6 , NEW t ' 111 PAC1 ? t T ANi tii 0 Nsv3 FR 54A tzt 4 I I tzs I I I I All windows to be PGT winguard impact resistant, aluminum white finish, colonial style, clear glass EX ST. WINDOW TO REMAIN 1 1 I EX ST. WINDOW TO REMAIN NEW SOUTH ELEVATION EXIST. 0008 - TO - REMAIN EXIST. WINDOW TO REMAIN N EW WNDOW p= Z+044 P= —4-8.7 NEW WINDOW ZONE P =.4-44 NEV WINDOW ZONE 4 P +4 Two PGT Winguard Imapact resistant casements NOA No. 08- 0117.11 (SIZE 30"X72" EACH) One PGT Winguard Impact resistant fix window I NOA No. 08- 1112.10 U U U U U U U U U v U U U U EXIST. DOOR TO REMAIN EXIST. DOOR TO REMAIN 0 0 (SIZE 42"X72") r-- 0 0 • • • .• • • • .... • .... • • ...• • .. • • • • • • • • • 0••. • • • . •• • .. • • • • • • • • .•.. .... • • .•.. • • • • .. • • • Edward A. LANDERS P.i CONSULTING ENGINEERS v (305)823 -3938 7850 NW 146 STREET, SUITE 50(3 • MIAMI L 4KES. Fl 33016 REPLACEMENT OF EXISTING WINDOW WITH TWO PGT WINDGUARD IMPACT RESISTANT SINGLE HUNG 1 (SIZE 48 "X63" EACH) ZONE 4 ZONE 4 P. 4.44 P =1 P=-4:71 P= - 41.'7 OUST. VANOOW TO REMAIN EXIST. wINOv TO EMAIN EXIST. WINDOW TO REMAIN NORTH ELEVATION EXIST. DOOR TO REMAIN EXIST. WINDOW TO REMAIN EXIST. IMN00W TO REMAIN W •••• t 00 ▪ • • ' • •W M • .... .. en • • • •• • :•••••••• g M • •• •F., a ▪ • ••:• •••••• W •• • •• N Chi •O .... .. . x • •• • ZZrn • • • •••• •. ••� • •!� • ▪ • ▪ • •. .E01. •• • • •• (/). • ••••••• • Edward A. LANDERS, P.E. ' ' CONSLLTft E N II'1EERS (305)823 -3938 7850 NW 146 STREET, SUITE 509 • MIAMI LAKES, FL 33016 G E N E R AL: STRUCTURAL NOTES FBC 2007 1. THE DRAWINGS ARE INTENDED TO SHOW THC CEt4EMA'. ARRANGEMENT, :ESICN ANO EXTENT OF THE WORK AND \R' ''A1T'ALLY CACRAMv1ATIC. THEY RE ■.OT + NTENDEO TO 8E SCALED FOR ROUGH -IN MEASUREMENTS, CR TO SERVE AS SHOP DRAWINGS CR PORTIONS THEREOF. 2. ALL DETAILS AND SECTIONS SHOWN CN THE DRAWINGS ARE INTENDED TO 8E rrPICAL AND SHALL 8E CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE CN THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL CR SECTION 'S SHOWN. 3. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR ANO ALL THE SUBCONTRACTORS SHALL VERIFY ALL GRADES, LINES, LEVELS, DIMENSIONS AND COORDINATE EXISTING CONDITIONS AT THE JOB SITE WITH THE PLANS AND SPECIFICATIONS. THEY SHALL REPORT ANY INCONSISTENCIES CR ERRORS IN -ME ABOVE TO THE ARCHITECT /ENGINEER BEFORE COMMENCING WORK. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL LAY OUT THEIR 'WORK FROM ESTABUSHED REFERENCE POINTS AND BE RESPONSIBLE FOR ALL LINES, ELEVATIONS AND MEASUREMENTS IN CONNECTION WITH THEIR WORK. 4. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS, GENERAL NOTES CR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING CF SUCH OMISSION OR ERROR PRIOR TO PROCEEDING WITH ANY WORK WHICH APPEARS IN QUESTION. IN THE EVENT OF THE CONTRACTOR'S FAILING TO GIVE SUCH AN ADVANCED NOTICE, HE SHALL BE HELD RESPONSIBLE FOR THE RE SULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COST OF RECTIFYING THE SAME. 5. THE CONTRACTOR SHALL USE THE STRUCTURAL DRA'MNGS AND SPECIFICATIONS TOGETHER 'WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL ANO OTHER TRACE DRAWINGS AND SHOP DRAWINGS, TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS. RECESSES. OPENINGS, BOLT SETTING, SLEEVES, DIMENSIONS, ETC. NOTIFY ARCHITECT /ENGINEER, IN WRITING, OF ANY POTENTIAL CONFLICTS BEFORE PROCEEDING 'MTH THE WORK, SHOP DRAWINGS & DELEGATED ENGING: 1. ALL SHOP DRAWINGS SHALL BE SUBMITTED FOR ENGINEER'S REVIEW CNLY AFTER THEY HAVE BEEN THOROUGHLY REVIEWED BY THE CONTRACTOR FOR CONSTRUCTION METHOOS, DIMENSIONS AND OTHER TRAOE REQUIREMENTS, ANO STAMPED 'MIH THE CONTRACTOR'S APPROVAL STAMP. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR DIMENSIONS, QUANTITIES, ENGINEERING DESIGN BY DELEGATED ENGINEERS, ERRORS OR OMISSIONS AS A RESULT OF REVIEWING ANY SHOP DRAWINGS. ANY ERRORS OR OMISSIONS MUST BE MADE GOOD BY THE CONTRACTOR, IRRESPECTIVE OF RECEIPT, CHECKING OR REVIEW OF DRAWINGS BY THE ENGINEER ANO EVEN THOUGH WORK IS DONE IN ACCORDANCE WITH SUCH DRAWINGS. 2. BEFORE STRUCTURAL INSPECTIONS CAN BE MADE ON A PORTION OF THE STRUCTURE. ALL RELATED SHOP DRAWINGS, DELEGATED ENGINEERING, PRODUCT APPROVAL, MANUFACTURER'S DATA AND OTHER RELATED INFORMATION, MUST BE REVIEWED AND ACCEPTED BY THE ENGINEER -OF- RECORD AND APPROVED BY THE BUILDING DEPARTMENT. 3. ALL SHOP DRAWINGS SHALL CONTAIN THE MINIMUM INFORMATION, OUTLINED IN THE FLORIDA BUILDING CODE 4. ALL DELECA'TED ENGINEER'S SHOP DRAWINGS SHALL COMPLY WITH ALL THE REQUIREMEN TS OF THE FLORIDA BUILDING CODE SHOP DRAWINGS SHALL CONTAIN AU. INFORMATION SHOWN CN THE STRUCTURAL PLANS (RELATED TO THE DELEGATED DESIGN) INCLUDING ALL DESIGN LOADS, IN ADDITION TO THE INFORMATION REQUIRED BY THE DELEGATED ENGINEER'S DESIGN. 5. THE ENGINEER OF RECORD SHALL REVIEW ALL SHOP DRAWINGS. PREPARED AND SIGNED AND SEALED BY THE CONTRACTOR'S DELEGATED ENGINEER, ONLY FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT, REQUIRED LOADING AND COORDINATION WITH THE STRUCTURE DESIGNED. BY THE ENGINEER OF RECORD. 6,. CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF RECORD, ONLY ONE SET OF SEPIA AND ONE SET OF BLUE PRINTS OF THE STRUCTURAL SHOP DRAWINGS FOR ENGINEER'S REVIEW, BEFORE STARTING FABRICATION.- THE ENGINEER WILL RETURN THE MARKED -UP ANO STAMPED SEPIA TO THE ARCHITECT. THESE SEPIA COPIES SHALL BE USED TO 'WAKE PRINTS AS REQUIRED FOR. HE SHOP DRAWING DISTRIBUTION. SETS OF BLUE PRINTS (WITHOUT SEPIA) WILL NOT BE ACCEPTED. CONSTRUCTION MEANS AND METHODS: 1. THE CONTRACTOR IS RESPONSIBLE AND SHALL COMPLY WITH THE SAFETY REQUIREMENTS OF THE FLORIDA BUILDING CODE AND ALL LOCAL, STATE AND FEDERAL LAWS. 2. PROVIDE ALL SHORING, BRACING AND SHEETING AS REQUIRED FOR SAFETY, STRUCTURAL STABILITY AND FOR THE PROPER EXECUTION OF THE WORK. REMOVE WHEN 'WORK IS COMPLETED. 3. PROVIDE AND MAINTAIN GUARD LIGHTS AT ALL BARRICADES, RAILINGS, CBSTRUCTICNS IN THE STREETS, ROADS OR SIDEWALKS ANO ALL TRENCHES CR PITS ADJACENT TO PUBLIC 'NALKS OR ROADS. 4 AT ALL T'MES, PROVIDE PROTECTION AGAINST WEATHER (RAIN, NINO,. S'CRMS CR 'HE SUN), SO AS TO MAINTAIN ALL WORK, MATERIALS, APPARATUS AND f , XTURES FREE FROM INJURY OR DAMAGE. 5 . A T THE END OF THE DAYS 'WORK, COVER ALL .CRK LIKELY TO 9E DAMAGED. ANY NCRK CAMAGED BY FAILURE TO PROVIDE PROTECTION SHALL 8E 7' uC'.EC AND , REPLACED 'KITH NEN 'WCRK AT THE CONTRACTOR'S EXPENSE. h - •E "2:N'7 :HALL PAY FOR ALL CAMAGES TO A0,JACENT PROPERTY • • • • • •• • • • • •••• • • •• •• • •. • • • • • • • •• • • • • •••• • •• • • • • • • • • •• • • . • • •• • •• • • • • • Edward A. LANDERS, RE, CONSULTING ENGINEERS 7850 NW 146 STREET, SUITE 50Q • MIAMI tAKES. FL 33016 l (305)823 -3938 STRUCTURAL OBSERVATIONS 1. DAOE COUNTY REQUIRES THAT THE ENGINEER —OF RECORD SUBMIT A STATEMENT, AT THE CCMPLETICN OF THE CONSTRUCTION WORK. REGARDING THE COMPLIANCE OF THE WORK WITH THE APPROVED PERMIT PLANS (.F.B.C. 2. ;N CROER TO COMPLY WITH THE ABOVE, THE 'ENGINEER OF RECORD MUST BE RETAINED AS THE STRUCTURAL INSPECTOR, ANO NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY CONCRETE PLACING OR OTHER OPERATIONS THAT WILL CONCEAL STRUCTURAL ELEMENTS. UNLESS EVERY STRUCTURAL ELEMENT WAS ADEQUATELY OBSERVED BY THE STRUCTURAL ENGINEER —OF— RECORD (OR HIS REPRESENTATIVE). THE ENGINEER WILL NOT ISSUE THE REQUIRED "STATEMENT OF INSPECTION ". 3. :• THE EVENT THAT THE ENGINEER OF RECORO WERE NOT RETAINED TO PERFORM STRUCTURAL OBSERVATIONS, THE OWNER ANO THE CONTRACTOR MUST NOTIFY THE BUILDING DEPARTMENT ANO OBTAIN AN APPROVAL OF THE ENGINEER ENGAGED TO PERFORM THE INSPECTIONS, BEFORE START OF ANY STRUCTURAL 'MORK. 4. IT IS UNDERSTOOD THAT THE ENGINEER WILL NOT BE HELD RESPONSIBLE AND LIABLE FOR ANY OF THE CONTRACTOR'S WORK WHICH WAS NOT PROPERLY OBSERVED BY THE ENGINEER —OF— RECORD (OR HIS REPRESENTATIVE) OR FOR ANY WORK, APPROVED BY THE INSPECTING ENGINEER (OTHER THAT THE ENGINEER —OF— RECORD) WHICH MODIFIES OR CHANGES THE STRUCTURAL PERMIT RECORO DOCUMENTS. STRUCTURAL DESIGN CRITERIA: 1. THE DESIGN COMPLIES WITH THE REQUIREMENTS OF' THE FLORIDA BUILDING CODE — (2007 EDITION) ANO OTHER REFERENCED CODES ANO SPECIFICATIONS. Au. CODES AND SPECIFICATIONS SHALL BE LATEST EDITION AT TIME OF PERMIT. 2. WINO LOAD CRITERIA: = 0.18 f BASED ON ANSI /ASCE 7-0S BASIC WIND VELOCITY 146 MPH, OCCUPANCY CATEGORY I (AT HURRICANE OCEANLINE), EXPOSURE "C ". .3. ROOF DESIGN LOAOS: DEAD LOADS: 25 PSF LIVE LOADS: 30 PSF 4. FLOOR DESIGN LOADS: DEAD LOADS' 25 PSF LIVE LOADS: 40 PSF S OL STATEME\T ON SITE VISUAL INSPECTION THE SOIL SHALL HATE BEARING CAPACITY OF 2000 PSF THE ENGINEER SHALL CERTIFY THAT THE SOIL CCIVDITIONS ARE AS CESCR :6E0 IN THE PLANS AT THE T.,1E OF THE FOUNDATION INSPECTION. TH.E CERTIFIED IN PLACE BEARING CAPACITY SHALL HA' +E &EN i)E fE M'NED BY THE WAY GF RECOGNIZED TESTS OF RATIONAL ANALYSIS .AND SHALL MEET OR EXCEED THE DESIGN BEARING CAPACITY IDENTIFIED UNCER 1918.1 CONCRETE AND REINFORCING: 1. CONCRETE DESIGN AND REINFORCEMENT IN ACCORDANCE WITH "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" AND WITH "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" 2. ALL CONCRETE WORK IN ACCORDANCE WITH "SPECIFICATIONS FOR STRUCTURAL. CONCRETE FOR BUILDING" PROOUCTION OF CONCRETE, DELIVERY, PLACING AND CURING TO BE IN ACCORDANCE WITH "HOT WEATHER CONCRETING" 3. ALL CONCRETE TO BE REGULAR WEIGHT WITH A DESIGN STRENGTH OF $000 P.S.I. AT 28 DAYS. MAXIMUM SLUMP 5 ". 4. ALL REINFORCING TO BE NEW BILLET STEEL CONFORMING TO THE LATEST A.S.T,M. A -615 GRADE 60, FABRICATED IN ACCORDANCE WITH C.R.S.I. MANUAL OF STANDARD PRACTICE AND PLACED IN ACCORDANCE WITH A.C.I. 315 AND C.R.S.I. MANUAL OF STANDARD PRACTICE. 5. CONCRETE COVER UNLESS OTHERWISE DETAILED ON DRAWINGS: GRADE BEAMS: (80T T Rr ) dc SIDES) 3" 2" EXTERIOR SLABS ON GRADE: (BOTTOM) . . . . 2" COLUMNS AND BEAMS: (TO THE TIES) (TOP) 1 -1/2" 1 -1/2" 6. COLUMN REINFORCEMENT: DOWELS TO BE SAME SIZE AND NUMBER AS VERTICAL REBARS ABOVE. LAP 36 BAR DIAMETER OR MINIMUM OF 18 INCHES, U.O.N. PROVIDE RIGID TEMPLETS FOR DOWEL LOCATION. PROVIDE STANDARD HOOKS AT TOP OF ALL VERTICAL REINFORCEMENT AT NONCONTINUOUS COLUMNS (U.O.N.). 7. ALL DOWELS FOR SHALL CONCRETING. PUSHING C THE DOWELS NTO 14 WET CONCRETE IS NOT PERMITTED. 8. BEAM REINFORCEMENT: LAPPED 38 BAR DIAMETER OR MINIMUM 18 INCHES (SEE BEAM DIAGRAM ON PLAN). BOTTOM BARS. SPUCEO ONLY AT SUPPORTS, TOP BARS SPUCEO ONLY AT MID —SPAN. ALL TOP BARS HOOKED AT NONCONTINUOUS EDGES (U.O.N.). ALL HOOKS TO BE STANDARD 90 DEGREE HOOKS AS REQUIRED (U.O.N.). 9. ADOED REINFORCEMENT: PROVIDE ADDITIONAL CORNER BARS BENT 36 INCHES MINIMUM EACH WAY AT "L" AND. "T" CORNERS IN OUTER FACES OF' ALL BEAMS TO MATCH ALL HORIZONTAL BAR (TOP, BOTTOM AND INTERMEDIATE ' REBARS). 10. SEE PLAN FOR MINIMUM SIZE CONCRETE TIE BEAM REQUIREMENTS. 0 000 • • 00 • • • • • • •0•• • • • • • •••• • • • •••• • • • •• • • •• • • • • • U • • •••• •• • • • 0• • • •. 0 • • • 00. • . • •.•• • • :°•*:" • . .... .. . . .00 .. Q Ao •• . on • • 0 00 M rif P4 /1 f i g /I / 1'1 4 (305)823 -3938 Edward A. LAN DIRS, P1 CONSULTING ENGINEERS 7850 NW 146 STREET. SUM 509 • MIAMI LAKES. FL 33016 COLUMN SCHEDULE MARKS SIZE REINFORCING OR BASE PLATE TIES OR CAP PLATE f'C REMARKS FC 8 "X 8" 1 5 VERT. # - 3000 PSI FULLY GROUT- FILLED CELL. SPACED AT 48 "O.CTYP. C -1 8 "X 12" 4 # 5 VERT. #308" 3000 PSI CONCRETE COLUMN FOOTING SCHEDULE MARKS SIZE REINF. BOT REINF. TOP f�� REMARKS DEPTH WIDTH LENGTH LONG SHORT LONG SHORT WF -24 12" 24" CONT. 3 #5 # ® 18" - - 3000 PSI CONT. CONC. FTING Revisions: ••• • • • • • • • • •••• • • • • • • • • • STUCK RESI d NCE • • 268 NE 1 thnd'STkEE'F MIAMI SHORES, FL 33138 ADDITION AND REPLACEMENT OF A WINDOW Sheet No. A-6 z a Ln m -=. th 0 • d NIA-1 244 e, !6' D. C, 149 , 11- . (TO M ikTr l 6) ts► ) ter: A i J NEv4 khat, P J 4 r Si 'FL :WRING' SV EM ( +EE t40 A ) .. .• • • • • • • •. • • • • • • • . • .. . • • • • • .. • • .•. •. • • • • • • • • • • .• • • ••• • .. • • •••• • • • • .• • • • 0 • • _s MS o £1tb' r oOR FoU Nl'ATloP! rL 64= 7/4 i -0 NOTES: 1. AT ALL FOOTING CORNERS AND INTERSECTIONS, PROVIDE PER EACH LONGITUDINAL FTG. REINF. BAR AN "L "- SHAPED #5 CORNER BAR WITH 30 -INCH LONG LEGS. 2. LAP SPLICE BARS MINIMUM 36- INCHES. COLUMN NOTES: 1. HOOKED DOWELS, SAME SIZE AND NUMBER AS VERTICAL REINFORCEMENT, SHALL BE EMBEDDED TO BOTTOM OF FOOTING BELOW AND SHALL LAP MINIMUM 30 BAR DIAMETERS WITH VERTICAL REINFORCEMENT IN COLUMNS. 2. HOOK ALL VERTICAL COLUMN REINFORCEMENT AT TOP. EW 1 r NU- To 'Rik/ rn tn -4 m m N 0 • D r D m Cn T C.� w 00 Revisions: „(�6i4-4 N1r'Ti4 Z�° f{vA2i4404 Z D ay ,S- lad ups T t?.�FZat L ! s Z.Sb ZSd t 8' -6" T.O.B. (MATCH EXISTING) NEW WOOD FASCIA, MATCH EXISTING 9 GA. LADDER TYPE HOR. JOINT REINFORCEMENT EVERY SECOND COURSE (16° 0.C) EXTENDED 4" INTO 0' -O" TIE COLUMNS F.F.E. Imo: G.C. TO VERIFY EXISTING FLOOR HEIGHT IN FIELD AND MATCH NEW FLOOR HEIGHT TO ARCHITECTURAL PLANS - 3' -0 "± `FINISH GRADE • • • • •• •• • • • • •• • • • • • • • • ••• • • • • • •• • • • • • • • ••• •• • • • ••• 15 VERT. REINF. BARS 048" O.C. W/ 90' HOOK AT BOTH ENDS • • ••• • • • ••• • • STE XIS • • • ' SkD CE 268 RE f olna s fit: MIAMI SHORES, FL 33138 ••• • • • •• • AV MP" iii iyi NEW 8" CMU WALL • • • • • • • •• OS • • • • •• • • • • • • • • (' #4012" OrC/ %/, AilEM IMAr ///// // /� I /U% ArAI I6/ /// NEW 2x8 016" O.0 WD L ��a� • FLOOR JOISTS (TO MATCH EXISTING) NEW 2X8 PT. WD. W/ 3/4" 0 HILT) .., 5" MIN. GROUT -FILLED 8" LEDGER BEAM KWIK BOLT -3 EMBED 0s CMU WALL (TYP SECTION #3®8" O.0 NEW CONC. TB DROP TIE BEAM ABOVE WINDOW W/ 2#5 T, & 2 #5 B EXISTING 2x6 0 16" 0.0 WD. JOISTS TO REMAIN UNDISTURBED. CONTRACTOR TO VERIFY AND CONFIRM TO E.O.R THAT EXISTING CONDITIONS ARE ACCORDING TO DETAILS IN THESE PLANS S sac clz.- .$)Sam r RT15 BY USP. N.OA: 07- 0306.10 W/ (5) 8d x 1 -I NAILS TO JOIST & (5) 8d x 1 -3" NAILS TO LEDGER WF -24 MPACTED FILL EXISTING FOOTING KA-7) NOTE PRIOR COMMENCEMENT OF WORK CONTRACTOR SHALL CONFIRM DIMENSION AND EXISTING CONDITIONS. NOTIFY FOR IF ANY DISCREPANCY MTh DRAWINGS IS ENCOUNTERED Izdc. ADDITION AND REPLACEMENT OF A WINDOW PLYWOOD SHEATHING TO EXISTING JOIST & LEDGER TO REMAIN UNDISTURBED A -7 NEW 3/4" PLYWOOD. STRUCT -1, 'co lOCf 1�( c e achl ea r 30# FELT PAPER BETWEEN WOOD AND CONCRETE SURFACE (TYP.) NEW 84 CONC. CAP W/ 2#5 0 MID DEPTH EXISTING SUBFLOORING TO REMAIN TING 8" CMU WALL TO BE GROUT -FILLED WHERE ANCHOF ARE TO BE INSTALLED Sheet No. Revisions: ADDITION AND REPLACEMENT OF A WINDOW Sheet No. A -8 - ��br 1� r1J� bpi STO li- R i •• 268N1 1 inn • R E •. • MIAMrSI-IORES,'FL•33158 • CO Gri z m m m n F II • _. ■aN ■NU so EPDXY DOWEL 415, 5" INTO EXIST. TB. EXIST. 8" CMLJ .WAL.L� OR CONC. COL \ EXISTING FOOTING. CONTRACTOR TO VERIFY EXISTING TB. 14 EPDXY DOWEL ® 24" O.0 VERT. REINF SEE COL SCHED. •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• •• • • ••• •• • • • • • • • • • •• • • ••• • •• • • • • • • • • • • • • • • • •• • • • • • • • • • • EPDXY DOWEL 5. 6" INTO EXIST. FTG. 90'STD. HOOK 24" DETAIL jay - 1 — SCALE: 1"=1'-0" 90'STD. HOOK 24" NEW CONCRETE C SEE COL SCHEDU c.� NEW FIG. NEW TB. i LUMN E NEW 8" CMU WALL 9 GA. LADDER TYPE HOR. JOINT REINFORCEMENT EVERY SECOND COURSE (16" O.C) EXTENDED 4" INTO TIE COLUMNS • •••• • •••• • • •• • • • • • •••• • • • • • • • • • • • • • • • • • • • • • •• ••• • ••• • • • ••• • • •• • •••• • • •••• • •••• •• • • • • • ••• • • •• •• • • • • • • • • • • • •• Z1D 7/77g t ids=eril MIAMI DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (303) 373 -2901 FAX (303) 377 -6339 NOTICE OF ACCEPTANCE (NOAH www.maimidadcazov/buildinecode PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C-740 Outawing Aluminum Casement Window -L.M.L APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23 /05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision orchid* in the materials, use, and/or manufacture of the product or process. Misuse of this NOIt as ait.endorseinent of any product, for sales, advertising or any other purposes shall automatically terminate thils'NdA. Facture to• comply with any section of this NOA shall be cause for termination and removal of NdA7 • • • • • • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Fianna, andfollowed by the expiration date may be displayed in advertising literature. If any portion of the 1VtA4 is displa ted, Wen it shall be done in its entirety. •••• INSPECTION: A copy of this entire NOA shall be provided to the user by the manuficMu1eir or its • distributors and shall be available for inspection at the job site at the request of the Building fiicial. This NOA renews NOA # 05- 1129.11 and consists of this page 1 and evidence pages 4-1 a -2 as. ll as approval document mentioned above. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • The submitted documentation was ' ' _�� — • • • • • • • • • NOA No. 08-0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Snbndtted under NOA# 05-1129.11) 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, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05-1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" • • • • • • • 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 ' ..' • : . .. 2) Uniform Static Air Pressure Test, Loading per PBC; •T•AS 20 • 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 2Q ; N4 • 0 •, • • 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS, 202,94 ..:. along with marked -up drawings and installation diagram of two oytailins aluminum casement windows, prepared by Fenestration Testing Laboratory, 'Test R r lid' • FTL 3587 dated 10/8/02, signed and sealed by Jo h Chan, P.E.: .. •••• (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe Product Control mi r NOA No. 0 ; .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked-up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their "Satlex .1�G • Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/41 • • • ; F. STATEMENTS 1. Statement letter of conf • _ _ Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and • L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries fgr Aluminum Casement Window — L.M.I., approved . ' 0 r 3/06, E -2 • .... • ed by Roberti . . .... • .... .. • .. • ••. • 'es'E *740 2708. Manuel P. P.E. Product Contra iner NOA No. i ; 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Rowdily F.K ar F.K NOTES: LARGE MISSILE WINDOW 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) UTE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13116" I.G. GLASS COMPRISED OF (1) LITE OF 1 /8° HEAT STRENGTHENED GLASS AND (1) 5116° LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16' LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. F. 13/16" J.G. GLASS COMPRISED OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) 7/16° LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) UTE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® G. 13/16" I.G. GLASS COMPRISED OF (1) UTE OF 1/8' ANNEALED GLASS AND (1) 7116" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR 14 "XOX' & "0° CONFIGURATIONS SEE SHEET 7. G. FOR "XOX" &'XO" OR "OX' CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. ®4. ANCHORAGE THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7° ON EACH SIDE OF MEETING RAILS MAX. 14 1/2° SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING, • • . .. (2) AMIStriOlF3 3`�APARTijs°t�T•M4PAN ® SEE SHEET 13 FOR d1MPROJI D• AC►IOR9. il4" 7/1PCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DES4NPAEISdRISurowmp, SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SgAfAfytJS.U$ D OVAL FebR GORNERS OF THE FRAME. ®7. REFERENCE TES1 PPI{f$ =5815. FtL- h2,:FTt- 3587, FTL -3729, FTL4607 AND FTL -4608. • • • • • •• ••• ••• . • • • • ADD 13718'I.G. MOVE GLAZING DETAILS TOSHEET2 flaw &SSW 7/10'03 82306 8 1070 TEC.4VOOOGYDRIVE NOKOM IS. FL $4276 C NO CHANGE THIS SHEET M . AP:: 6 HHT GLV TYP1 F t RE iE. 4CHOPI P.O. SOX 1629 °b°10 or • • • • • • • • • NOKUM S. FL 34274 -- • • ! • •• •• F O am or D., F.K. 12/17/02 ••• • • • ••• • • CONFIGURATIONS OPTIONS } 0 } x 0 } } 2 } x x Q x UNEQUAL. UTES xl 0 UNEQUAL LITES 0 x UNEQUAL. LITES 1/2; ib$, Better T NOTES AND TABLE OF CONTENTS �.. ALUMINUM CASEMENT WINDOW, IMPACT 1 flair " TS 1 1 d 13 1 Darin lb 7045 0 NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 PRODUCT 10241tWE1 as ecorkv"..0441 INe nerd' Aerogaera: F'a ate-, Luce° A. Turner. P.E P6 868201 Mechanical frinesa 8y F.K Sr F.K ".y F.K. 3/16° ANNEALED OR HEAT STRENGTHENED GLASS ann "y F.K. 1/8 " ANNEALED OR .090 PVB INTERLAYER 86 HEAT STRENGTHENED " 1/8" HEAT STRENGTHENED GLASS 30 31 3/8" AIR SPACE - 1/8" HEAT STRENGTHENED GLASS rm.. "... 3125/03 0 �. ih 7/10103 C Oats: "...s.s 873105 D Caw Chasms D3/03 5/16 LAMINATED GLAZING DETAIL • • • • 7/18 LAMINATED • GLAZING DETAIL •• • • ••• • • • • • .. ••• • • • • •• • • • • • • • • • .090 PVB INTERLAYER 3/16' HEAT I- - STRENGTHENED GLASS ••• • • • • • • REDRAW CRAZING DETAILS 6 ADD 13116 ^b CHANOf p(SBEET-. • • ••• .65" NOM. GLASS BITE .65" NOM. GLASS BITE • • • • • •• • • • • •• • • • • • • • • • • • • • • • • ADD 13/16• 40 L cW/ 7 /16p.AMSC CORRECT MI6'WMP • TAIL O* • • • • • . ■ • • •• •• • • • •• •• NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1 /8" ANNEALED GLASS 10701EO:NOLOGYDRIVE NO KOMI$ FL 34270 P.Q8oX1529 NOKOMIS, FL 34274 Visibly Better 13/16" a.de CA-745 13/16" I.G. W/ 7/16" LAME el GLAZING DETAIL GLAZING DETAILS 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS NTS 13/16" .65" NOM. GLASS BITE ALUMINUM CASEMENT WINDOW, IMPACT 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8' HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE •r.e a.."a 2 s 73 7045.8 D t•RDLLr "r ;.F^'t' 14 OO 7rvii.'S 1 1 /2 t/ Lue•d P. Tumt r. P.E. PE •56201 M00hmlert CENTERLINE 1 1/2" *mu( By Data F.K 3/25/03 w.n a� F.K F.K B ey. FJL 1 1/2" MID-SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX O.C. i Car. 7110/03 Oal' S 23105 oar 12/17/02 1 • 4° MAX. • f 4" MAX award: C 1Wrarmw D • • • • • i ANCHOR LOCATION TYP. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30° MAX. DAYLIGHT OPENING B CHANGE SHEET NO. REFERENCES 4" MAX ---"- • ADD HWSEL O DET,lLS • V, • • • CHANGEMA)eHT. 1276'A471 y1.0 lO 69' • • 1 . • • • • 1• •• •• • • • •• •. o•a • • IM-- - ANCHOR LOCATION TYP. -•-4" MAX MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134 " MAX. p WIDTH 53" MAX. DAYLIGHT -- OPENING 10701EO11NOLOGYDRIVE N0KO3V3 Ft 34275 AO.0DX 1029 NOKOMIS, R. 74274 DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT.4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4" MAX. 4" MAX. J I_ 30" MAX —DAYLIGHT — OPENING VE4Betcer ecar_ N • 69" MAX. DAYLIGHT OPENING 76" MAX HEIGHT 74" MAX. WIDTH Q , ' DAYLIGHT.— OPENING 14112" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 13" MAX. O.C. - — I- •-- - 1/2" MAX O.C. VENT HEAD & SILL ONLY • • 3 7" • S • • 40 MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) • . • VEAIT T1 •• . . ••• • •• • • EI:EVAZIO' 4 d- "&c*(" (SEE SHEETS 7 -9 FOR PRESSURES) • • • . "XX" & WOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT ar.sm,1 44740 1 NT$ I 3 a 13 •..ero 7045-8 ( D reastrr mew =troop away •t 12 • wri yik?r,: PRODUCT UNE`wE, as crosrlyi•" wEen a18 r a3da A :: , • ; • r U7 69" MAX DAYLIGHT OPENING A 76° MAX. HEIGHT LUCA A Tumor, P.E. PE /8$101 MeaRenical 3rd 01 F.K R".a° 8y F.K. 3/25/03 Wor 623!05 frmva sy Gt• F K. 7/10103 P K 2 17/02 DENOTES HINGE LOCATION AT HEAD & SILL OF PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL -\\( SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4' 4 13" • • • • • • • M�X• • . . • • • • • • • • • • • • • • • • •• ••• •• • • • 4" MAX. B CHANGE SHEET NO. REFERENCES RwdtpnR ADD HIN S AM& H4YG: LgA7:O0P4?ES: • • a O CHANGE HT. 0 •D •• •1 0 6, 801 • • ww 0." • •• •• • • • •• •• F.K. ••• • • • ••• • • 37" MAX. WIDTH �I 60 MAX. WIDTH 30" MAX. 53" MAX. DAYLIGHT DAYLIGHT OPENING OPENING 14 112" MAX. O.C. ELEVATION "D° - °X° (SEE SHEET 5 FOR PRESSURES) 69" MAX. DAYLIGHT OPENING 76 MAX. HEIGHT 97° MAX. WIDTH 30° MAX. 53° MAX. DAYLIGHT DAYUGHT OPENING OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) • 070 TECHNOLOGY ORNE NOKOMIS, FL 34275 P.O. BOX 1320 NOKOMIS, FL 34274 ,� -� - 13" MAX. O.C. 4" MAX. ELEVATION 'E" - "0" (SEE SHEET 7 FOR PRESSURES) I 69" MAX DAYLIGHT OPENING NOTE: 'X° PANEL MAY SWING IN EITHER DIRECTION 76" MAX. HEIGHT "X ", "O ", WO" & `OX" ELEVATIONS L . -� - 13" MAX. O.C. SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) 14 1/2" MAX. Q..t VkTLT : 4° HEAD & 9 el, c t ' • • • : • + 3," b1AX. VENT - . --- 60" MAX. FIXED • ' • • • • • • • • • • ELE • • • VATION "F" - "XO" & "OX" UNEQUAL. LITE (SEE SHEETS 8-9 FOR PRESSURES) nGT ALUMINUM _ CASEMENT WINDOW, IMPACT vr�uer ca740 � NTS T a 4 « 13 a� 7045.8 D �La1 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT PRODUCT UMW =Via tat t]crsaq PROtOlf. f RF.NEWID U MW &Ci4`a Eap ilaiLna Can f fi f /or Lucas ok, Tumar, P.E. PE 088201 Mechanical COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1 /8 "A,.090,1/8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1/8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5 /16" LAMI -W/ 1/8"HS,.090,1 /8 "HS) "X" I WIDTH I HEIGHT - 28 31 36 38 3/8 43 48 50 5/8 54 57 60 83 66 69 T2 NEG POS NEG POS, NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS, NEG , POS _NEG POS NEG _POS NEG POS NEG POS NEG POS 19 118 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 , -90.0 70.0 -90.0 70.0 -90.0 70.0 . -90.0 70.0_ -90.0 70.0 B,E -90.0 70.0, -90.0 70.0 -90.0 70.0 , -90.0 70.0 -90.0 70.0, -90.0 70.0,-90.0 70.0 -90.0 , 70.0, -90.0 70.0 , -90.0 70.0 -90.0 , 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0_ -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 _ 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 261 /2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 - 75.4.70.0 -72.4 70.0 - 69.9 69.9 -67.8 67.8 -66.2 66.2 -65.0 65.0 - 63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 " 70.0 -77.6 70.0 - 68.4 68.4 - 63.9 63.9 - 60.0 80.0 -58.5 58.5 - 56.2 562 -53.4 53.4 -51.3 51.3 - 49.8 49.8 - 48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0_ -86.3 70.0 -81.0 70.0_ -71.1 • 70.0 - 81.8 61.8 - 58.9 58.9 - 56.1 56.1 - 53.8 53.8:50. 50.4 -47.7 47.7 - 45.6 45.6 - 43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 , -84.4 70.0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48.6 - 45.2 45.2 -42.4 42.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 ratoucrarnscs e` 14" • ,� rimkkar., A -75.0 70.0 -75.0 70.0 -75.0 70.0. -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0' -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -647.9 67.9 -59.0 59 -52.8 52 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) ALL "X" SIZES UP TO 3T WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1 -90.01 70.0 PRODUCT RENEWED as welkin th with ` " Bald* Cede Aceepaare No !J% • •cea gate srt'h , . By ilk. ,. . p pL TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 Al GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) F.13/16" LAMI (118 "A, AIR SPACE,7 /16" LAMI -W/ 3/18"A,.090,3/18 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH 1-55.0155.0 • • • • • • • • NOTES: • X ,6, 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR 1 /4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #1?, %CREWS, DB,SIGNORESSUREs4S LIMITED TO 69.6 P.S.F. • • • • • • • • •• • • ••• • e• • • • • • • • • •• • • • 11/% Lucas A. T" .PE. PE 898201 gorsdex EX AA. 312&D3 ADD GLASS TYPE E TO TABLES 18 4 WO TECVNGLOGYDRNE NOKOMIS. FL 34275 P.0.Sox1529 NOKOYIB FL 34274 PRESSURES- X CONFIG. WINDOWS 7/1693 NO CHA74Q JHIS SigEET • • • • • • • • r Al.UMINUM CASEMENT WINDOW,IMPACT x3 105 ; REVISEANC & ADD741rMN**OPYI I • • . "' - Visibly Batter CA 740 NT$ 5 d 13 ° "O L "' 7045-8 D , n"e F.K. quR 12/1 7102 noes J • • . . ■ - • - • • • • • e • • • • • COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 X X GLAZING OPTION: A. 5/16" LAMI (1/8"A,.090,18 "HS) "XX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG NEG -, POS NEG POS NEG POS NEG POS NEG1POS -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 . 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70,0 -69.5 69.5 -67.5 67.5 57 A -75.0 no -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 - 60.8 60.8 - 58.0 56.0 60 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 88.4 -63.9 63.9 - 60.0 60.0 - 58.5 58.5 - 56.2 66.2 - 53.4 63.4 64 A -75.0 70.0 -75.0 70.0 - -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 - 58.1, 56.1 , - 53.8 53.8 - 50.4 50.4 -47.7 47.7 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 '70.0 -65.5 65.5 -57.5 57.5 54.9 54.9 -51.8 51.8 - 48.6 48.6 - 45.2 452 -42.4 42.4 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -80.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42,2 42.2 -39.7 39.7 raintieritatsay 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 - 87.987.9 -59.0 59. 0 -52.8 52.8 _ -49.9 49.9 , - 48.4 48.4 -43.5 43.5 _ -41.1 41.1 •38.8 38.8 i • iht Mr 4w .i -II ' i ?i W?raIr•,: TABLE 4. "XX" WINDOWS TEST REPORTS: FTL-3582, FTL -3729 , ` • , ►� GLAZING OPTIONS: B. 5/16" LAMI (1 /8"HS,.090,1 /8 "HS) E. 13/16" LAMI (1 /8 "HS,3/8" SPACE,5/16" LAMI -W/ 1B"HS,.0900,1/8"HS} - ": --- ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH i -75. J 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL-3 ; i GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) 1 AU. "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -90.01 70.0 isevisAvInuthatellgetio TABLE 5A. %X" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 a , ;, , �" . - .ICLt ✓Jf GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE .7 /16" LAMI -W/ 3/16"A,.090,3/16"HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH -55.0 55.0 %l / . - ' ', & •• ••• • • • • • .• °, . 4 • . . . • • • NOTES: ® • • • •• •• ••• •• • 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES JN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #14 8CRSSWS, DGSIGNORESSURENS L WJTED TO 69.6 P.S.F. / -L Z .4- • • • • • • •• • • ••• • •• • • • • • • • •• • • • • • it.";2!,/eir • • • • • • Re rnerEt, aft ' WOTECNNOLOOYORME NOKOMIS. FL 34275. P.O BOklas R 34?71 viably Berns, 0ok480. PRESSURES- XX CONFIG. WINDOWS R ,,, ••• • • • • ••• • • *+� ALUMINUM CASEMENT WINDOW, IMPACT Wtas R".„1"„ F a.,,.,, F K Iwo 5123415 . 12117/02 Q A Q • 4. • • • ° REVISE AN0llOR $IN 40011�BLIstfretNToT�V : 6,, - • • • • • • • • • : • • • • • • � n s ea" �` � NTS CA-740 I e d 13 A " D " D ' 7045-8 ` PE 456201 "• y� D y,. y COMPARATIVE ANALYSIS TABLE 6. & "1/4. 112 -114 XOX" WINDOWS TEST REPORTS: FTL3582, FTL-3720, FTL -4607, FTL4608 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8"HS) B, 5115 LAMI (1/8'HS,.090,1/8'HS) C. 7118" LAMI (3/10A,090,311611S) E. 13118° LAMI (1/8 "HS,3/8" SPACE,5/18" LAMI -W/ 1/SHS,.090,1/8"HS) F.13116' LAO (1/8"A,AIR SPACE,7H6" LAMI -W/ 3/16 "A,.090,3 /16"H ) WIDTHS 26 31 38 3/8 60 5/8 HEIGHT 78 "O" "XOX" 36 37 70.0 -90.0 70.0 52.8 -49.9 49.9 70.0 - 75.0 70.0 39 12 42 45 48 50 1/2 53 1/8 54 5512 57 58 12 117 A TABLE 7. RewJ fry F.K. Rev., RY F K 72 74 79 90 96 101 106 3/8 108 111 114 120 3125103 1w" 7/10103 RMd9Y. 0W: F.K. 6123105 NEG POS NEG POS NEG POS NEC POS NEG A - 45.0 70.0 - 75.0 70.0 -75.0 70.0 - 70.4 713.0‘ 8,E -75.0 70.0 - 75.0 ' 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -80.0 59.0 -52.8 70.0 -76.0 C,F -90.0 70 0 -90.0 70.0 -90.0 70.0 . - 90.0 70.0 -90.0 A -75,0 70.0 - 75.0 70.0 -73.7 70.0 -67.9 87.9 -59.0 8,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 A -75.070.0' -75.0 70.0 -67.8 67.8 52.1 62.1 -55.7 8,E -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 OF -90.0, 70.0 ,90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 A -75.0 70.0 -750 70.0'62.4 62.4 58,4 58.4 -663 B,E -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 C,F -9O.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 A -75.0 70.0 - 70.3 70.0 -58.0 58.0 54.6'54.6 -59.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F-90.0 70.0 - 90.0 70.0 -90.0 70.0 - 90.0 70.0 -80.0 _ A -75.0 70.0 , -65.0 65.0 - 54.3 - 54.3 51.1 51.1, -55.1 8,6 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0, -75.0 C,F -90.0 70.0-900 70.0 - 90.0 70.0 -90.0 70.0 -90.0 A -75.0 70.0 60.8 51.351.3 -48.3 48.3 -52.7 B,E -75.0 70.0 -75.0 70.0 75.0 70.0 -76.0 70.0 -760 C,F - 80.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0, -90.0 A - 75.0 70.0 -58.7 58.7 -48.7 48.7 -45.4 45.4 50.0 8,E -75.0 70.0 -75.0 70.0 -75,0 70.0 - 75.0 70.0 -75.0 C.F -90.0 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 -88.6 A -75.0 70.0 - 582 582 - 47.9 47.9 - 44.5 44.5 -49.1 B,E -76.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0_70.0 -86.9, A -75.0 70.0 -57.1 57.1 ,- -46.4 48.4 -43.3 -47.5 B.E -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 C,F -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -84.3 A -78.0 70.058.2 58.2 -44.8 44.8 42.1 42.1 -46.2 B,E -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 ,C,F -90.0 70.0 - 90.0 70.0 -90.0 70.0 -80.0 70.0 -81.8,70.0 -70.7 A - 742 70.0 55.0 55.0 -43.4 43.4 - 40.9 409 - 44.8 44.8 -41.3 8,E -750 70.0 -75.6 - 75.0 70.0 -75.0 70.0 -76.0 C F -90.0 70.0 -90.0 -90.0 70.0 - 90.0 70.0 -79.4 A -72.9 70.0 -53.4 53.4 -42.2 42.2 -39.7 38.7 -43.5 B,E -75.0 70.0 -15.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 8 C NO CHANTW{13 SHEET • • is ••• • /(o"Bb. 0 CHANGE A 7411#. OP • • • o,°°"ee a Cnoc..dar ow., $ • - FK 12/17/02 •• •• • • • •• •• • • • a ...••• a- ! POS NEG 60.4 -54.3 70.0 -75.0 70.0 55.7 -49.8 70.0 -75.0 70.0 -90.0 63.3 -58.4 70.0 -75.0 70.0 -92.0 69.3 -53.6 70.0 -75.0 70.0 -90.0 62.7 -48.7 70.0 -75.0 70.0 -81.2 50.0 -48.1 70.0 -75.0 70.0 -76.4 49.1 -45.3 70 -75.0 70.0 -75.0 47.5 -43.9 70.0 -75.0 '70.0 46.2 -42.6 70.0 -75.0 70.0 -75.0 70.0 -68.0 43.5 " -40.4 70.0 -75.0 ADD GLASS TYPE E 70 metes • 48.7 -46.9 46.9 POS NEG POS 54.3 -51.1 51.1 70.0 - 75.0 70.0 70.0 - 80.0 70.0 49.8 - 46.9 46.9 70.0 - 75.0 70.0 70.0 -990 70.0 58.4 - 53.4 53.4 70.0 - 75.0 70.0 70.0 -90.0 70.0 53.6 -50.9 50.9 70.0 - 75.0 70.0 70.0 - 862 70.0 70.0 - 75.0 70.0 70.0 - 75.7 70.0 46.1 - 44.2 442 70.0 - 75.0 70.0 70.0 - 75.0 70.0 70.0 -70.1 70.0 43. -42.2 422 70.0 - 75.0 70.0 70.0 - 68.468.4 42.5 -41.2 412 70.0 - 75.0 70.0 70.0 -6e.t 66.7 41.3-40.2 7011 -75.0 700 69.0 -64.9 64.9 40.4 -39.2 392 70.0 - 78.0 70.0 1070 7ECNNOLO0Y DJv5 NOKOMIS, FL 34275 P.O. VOX 1529 NOKOW$, FL 34274 NEC POS NEC POS NEG -47.9 47.9 44.8 422 -75.0 70.0 - 75.0 70.0 -75.0 -90.0 70.0 , - 90.0 70.0 -90.0 - 48.446.4 - 43.5 43.5 -41.1 -75.0 70.0 -75.0 70.0 -75.0 -90.0 70.0 1 90.0 70.0 -90.0 - 43.6 -41.1 41.1 -38.6 -75.0 70.0 - 75.0 70.0 -75.0 -90.0 70.0 - 90.0 70.0 -87.4 -500 60.0 -46.9 46.9 -44.3 - 75.0 70.0 - 75.0 70.0 -75.0 -90.0 -84.5_70.0 79.7 47.5 47.5 -44.7 44.7 -42.1 - 75.0 70.0 - 75.0 70.0 -75.0 -81.8 70.0 - 76.8 70.0 -72.4 45.3 45.3 -42.5 42.5 -404 - 76.0 70.0 -75.0 70.0 -75.0 - 75.0 70.0 - 70.7 70.0 -67.3 7 43.5 43.5 .41.3 41.3 -392 51.4 -48.6 48.6 70.0 '-75.0 70.0 70.0 - 80.9 70.0 55.1 -51.4 70.0 -75.0 70.0 -88.0, - 75.0 70.0 -75.0 70.0 -75.0 -70.3 70.0 - 668 68.8 -63.5 - 422 422 -40.1 40.1 -38.0 - 75.0 70.0 - 75.0 70.0 -75.0 -88.5 66.5 -93.0 63.0 -60.0 -41.9 41.9 -39.8 39.8 -37.8 - 75.0 70.0 -75.0 70.0 -75.0 -65.4 65.4 -61.8 61.8 -59.1 -40.8 '406 -39.1 39.1 -372 - 75.0 70.0 -75.0 70.0 -74.3 -63.6 83.6 -60.1 60.1 -57.5 -39.8 '39.8 - 38.8 38.5 -36.7 - 75.0 70.0 -75,0 70.0 -73.3 - 61.8 61,8 -58.7 58.7 -55.9 -38.7 38.7 -37.6 37,6 -36.1 -75.0 70.0 - 75.0 70.0 -722 - 60.4 60.4 57.3 57.3 -54.5 -37.6 37.6 - 36.7 38.7 -35,6 - 75.0 70.0 -73.3 70.0 =71.0 POS 42.2 70.0 70.0 41.1 70.0 70.0 38.6 70.0 70.0 44.3 70.0 70.0 42.1 70.0 70.0 40.4 70.0 87.3 392 70.0 63.5 38.0 70.0 60.0 37.6 70.0 591 372 70.0 87.5 36.7 70.0 56.9 38.1 70.0 54.5 35,5 70.0 NEG POS 39.7 39.7 -75.0 70.0 -90.0 70.0 -38.6 386 -75.0 70.0 -90.0 70.0 36.5 36.5 -75.0 70.0 -83.2 70.0 -41.9 41.9 -75.0 70.0 - 75.6 70.0 39.7 39.7 -75.0 70.0 -69.2 682 -38.4 38.4 -76.0 70.0 -64.1 84.1 '-37.1 37.1 -74.3 70.0 - 60.5 60.6 - 36.236.2 - 724 70.0 70.0 -71.1 70.0 45.3 - 43.4 43.4 57.3 57.3 L -359 35.9 -71.8 70.0 -56.4 56.4 35.4 35.4 .70.8 70.0 - 54.8 54.8 -34.8 34.8 -88.8 69.6 - 53.2 53.2 - 342 342 - 88.4 68.4 -51.6 51.6 - 33.7 33.7 -67.4 67.4 •a ails • • • • " g " &74111{4 1/2 1 /4 XOX"WINDOWS • (OLAII OPTION: 1'1. 316" LAMI (3/161HS,.090,3/18 "HS) "0:111,214 60" wee x Br' HIGH AND ALL "114-1/2.1/4 XOX" SIZES UP 70120" WIDE.x 63 " HIGH 1- 90.0170.0 • • • as aa• •• • • • •• TEST REPORT: FTL -3580 TABLE 7A. "0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 NEG`POS - 55.0155.0 - 55.0155.0 55.0[55.0. -55.01 55.0 -55.0155.0 55.0155.0 - 55.0155.0 -53.8153_8 . -52.8152.8 -51.15511 -49.41 48.4 -47.8 47.8 NEGIPOS - 55.0155.0 - 65.0155.0, - 55.01 - 55.0155.0 -55.01 55.0, - 55.0155.0 -52.61 52.6 49.4149.4 - 48.4148.4 - 46.8146.8 - 452145.2 - 43.6 43.6 GLAZING OPTIONS: D. 7/16° LAMI (3/16"HS, 090,3116"HS) G. 13/18° LAMI (1/8 "A,AIR SPACE, 7/15 LAMI -W/ 3/16"HS,.090,3116 A "0" SIZ UP TAW" WIDE «J6" HiGH AND ALL "1/4-1/2-1/4 XOX" SIZES UP TO 120' WIDE x 76" HIGH J 55 0155.0 NOTES: 1. FOR INSTALLA1NS v0Orta CRE 0 FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR 1/4" SS4 CRETE ANEHORS. • • • • • • 2. IF INSTALLING 1 T 4 # a%CREWS! DE )GN PRLSSURE IS LIMITED TO 89.8 P.S.F. NEG 1 POS -55.01 55.0 - 55.0155.0 - 55.0155.0 - 55.0155,0 - 55.01 - 6321 532 - 49.6149.8 ,- 462148.2 452145.2 43.8143.6 - 42.8142.6 -41.7 41.7 C F - 90.0 70,0 -90.0 70.0 -80.0 70.0 -90.0 70.0 -77.1 70.0 - 67.3 87.3 - 83.3 83.3 - 59.1 59.1 - 55.9 55.9 53.0 53.0 .50.0 50.0 -48.3 46.3 -42.8 42.8 - 40.8 40.8 PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS 1 2 0 1 4 X 0 0 :1111 epe Moab PRODUCT RENEWED oa eeapkyfiog ola tbs 10od0o 8.W1 gt do AOOep10@o0 li ei rr (S ALUMINUM CASEMENT WINDOW, IMPACT Lucee A. Twnet, P E BriiAble. i.w 40MC 0~4Mo Rs CA -740 NTS 7 0 13 7045 -8 Co a4arr COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8"A,.090,18 "HS) "XO" WIDTH '?COX" ' WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS _ NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 551 /2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 r 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49 1/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53 1/8 792/3 A -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 - 64.9 64.9 -62.7 62.7 -60.4 60.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 - 56.2 56.2 - 53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 71.1 70.0 61.8 61.8 58.9 58.9 - 56.1 56.1 - 53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -86.4 66.4 -582 58.2 -55.6 55.6 -52.8 52.6 - 49.4 49.4 - 45.9 45.9 - 43.1 43.1 70.917 108 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 - 45.8 45.8 - 42.8 42.8 - 40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 - 39.7 39.7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -87.9 67.9 59.0 59.0 -52.8 52.8 -49.9 49.9 _-46.4 46.4 -43.5 43.5 -41.1 41.1 , - 38.6 38.6 TABLE 9. XO" or "OX" & "1/3- 1/3 -1/3 XOX° WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16' LAMI (1/81HS,.090,1/8 "HS) E. 13/18' LAMI (1/8 "HS,3/8" SPACE,5 /18" LAMI -W/ 1/8 "HS,.090,1/8"HS) ALL XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1 -75.01 70.0 TABLE 10. XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/18 °A,.090,3 /16'HS) ALL °XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111° WIDE x 63° HIGH - 90.0170.0 TABLE IOA. XO" or "OX' & "1/3- 113 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) F.13/16" LAMI (1/8"A,AIR SPACE,7/16" LAMI -W/ 3/16"A,.090,3/16"HS) ALL "XO' OR'OX° SIZES UP TO 74" WIDE x 76' HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111' WIDE x 78' HIGH 1 -55.01 55.0 NOTES: a • • ••• • • • : ••• 1. FOR INSTALLATIONS IN WMOOD OR;CQNLRSTEETQ j ®E T+LILL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4' SS4 CRETE -FLEX ANCTIORS. •; ; ; • • • • • 2. IF INSTALLING WITH #12 41.44tiAiSw,iDESION PRES$UIlE IS LIMITED TO 69.6 P.S.F. 1 3 X 3 O 1 3 X X 0 0 fOiyCTlRRY p PROMO' REESNYE11 .. complsitslanal the Barak Balding GaAs Cat: 3125103 N.s: 7110/03 Ivy 8123/05 kerisions B N"da,ona. R"d,m.a •• •• • • • • ••• • • • • : .'••• • 00 ••.• • • t ADO GLASS TYPE E TO TABLE 9 NO CHANGE THIS SHEET PRESSURES - XO, OX, d 1/3- 1/3 -1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT s NT S Rev D Lucas A. Turner. P.E F.K. 12/17/02 • CHANCE ANONeRS4DAD0 r:IEE!OMT 01:170N • • • • • • • • ▪ • • • •• •• • •• s• • • ••• • • 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P C. 80X 1529 NOKOAIJS, FL 34274 Visibly /3er CA-740 8w 13 . 1 OFOWN /ft 7045-8 PE #58201 Mechanical TABLE 12. `XO' Or OX' & "XO1X" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3550 GLAZING OPTION: D. 7116• LAM( 3/16"HS .090.3/16"HS ALL 70X" SIZES UP TO 134' WIDE x 63' HIGH WITH 37" MAX. VENT WIDTH AND 80' MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97' WIDE x 63° HIGH VITO 374NIAX. VENT WIDTH AND 60' MAX. FIXED WIDTH -80.0 70.0 COMPARATIVE ANALYSIS TABLE 11. Rat.' By FK R°,sae% FK Rood* F K. Onmney F.K. Claw oast 7 /lQ4 3 oar 6 Rohm 8 Rabw,s- . . ADD GLASS TYPE TO TABLE 11 • NO CHANGE THIS SHEET HEIGHT "X0X" VENT FIXED NEG POS ' NEG PDS NEG POS NEG POS NEG P08 NEG .POS NEG POS NEG POS NEG POS NEG POS NEG(POS 70 A -75.0 70.0 - 75.0 70.0 -75.0 70.0 -74.1 .0 - 64.9 84.9 -60.6 60.5 - 58.1 58.1 - 58.1 56.1 -53.3 53.3 -50.5 50.5 69.284 86.919 95.973 108.649 115.892 122 123.135 126.000 130 130.378 134 GLAZING OPTIONS: A 5/16" LAM( (1/8 °A,.090,1 /8'HS) B. 5/16" LAMI (1/8°1-1S,.090,1/8"HS) C. 7/18' LAMI (3/18 "4,590,3 /16°HS) WIDTHS 19.125 24 27 30 32 33.687 34 30.791 35.896 36 37 21 17/02 31.014 38.919 42.973 48.649 51.892 54.627 55.135 56.418 58.209 58.378 80 `XO" or "OX" E. 13/18' LAMI (1/8"HS,318" SPACE.5/16" LAMI -W/ 1/8"HS,.090,1/8"HS) & "XOX' UNEQUAL LITE WINDOWS F. 13/16' LAMI (1 /8"A,AIR SPACE. 7/16° LAMI -W/ 3/16'A,.090,3/18°HS) 25 38 38 3/6 43 48 60 5/8 1 54 57 60 63 67 A -75.0 70.0 47.3 '47.3 - 44.0 44.0 - 48.4 48.4 - 44.7 44.7 -42.6 426 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 55.155.0 A -75.0 X 70.0 -68.1 69.1 463.4 '83.4 -58.5 56.5 -50.4 50.4 -47.5 47.5 - 44.1 44.1 -41.6 41.6 - 392 392 L -36.9 36.9 B,E -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 C,F 90.0 70.0 -90.0 70.0, -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 -89.4 , 70.0 -85.2 70.0 -55.0155.0 A -75.0 70.0+- 60.5 60.5 -57.2 57.2 - 82.1 62,1 -55.2 55.2 -52.6 52.6 - 49.1 49.1 - 48.2 46.2 - 43.6 43.6 -41.1 411 B,E -75.0 70.0 ' -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F - 90.070,0 -90.0 70.0 -90,0 70.0 -90.0 70.0 -90.0 70.0 -90,0, 70.0 -87.0 70.0'-81.9 70.0 77.2 70.0 -73.1 70.0 -55.01 55.01 A - 75.0 70.0 - 53.553.5 50.4 50.4 - 545 54.5 - 50.7 50.7 -48.2 4&2 - 44.9 44.9 -42.0 - 40.1 40.1 - 38.0 38.0 B,E - 75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0170.0 -75.0 70.0 -75.0 70.01 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -80.0 70.0 -90.0 70.0 -80.0 70.0 -84.7 70.0 -79.6 70.0 73.8 70.0 -69.7 69.7 -68.3 66.3 -63.1 63.1 -55.01 55.0 A -75.0 0 -49.9 49.9 '-46.8 - 46.8 51.3 -47.4 47.4 -45.5 45.5 -427 42.7 - 40.7 40.7 - 38.8 38.8 -36.6 38.6 B,E 75.0 70.0 -75.0 70.0 -75.0 70.0 -75 .0 1 70,0' -75.0 70.0 -75.0 70.0-75.0 70.0 -75.0 70.0 -75.0 70.0 -73.2 70.0 C,F -80.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0- 78.6 70.0 -73.2 70.0 -8&3 68.3, -54.8 64.8 41.4 81.4 - 58.8 58.8 - 55.0155.0 -41.4 41.4 - 39.5 39.6 -37.5 37.5 - 36.7 35.7 C,F -90.0 70.0 - 90.0 70.0 - 90.0 70.0 -85.8 700 -74.0 70.0 69.4 69.4 - 64.7 64.7 -81.0 81.0 - 58.4 58.4 -55.7 55.7 42.11 A -75.0 70.0 -48.8 46.8 -43.8 43.6 -47.9 47.9 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 47.3 37.3 -35.5 35.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -73.7 70.0 - 70.1 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 - 82.8 70.0 -71.3 70.0 -67.3 67.3 52.5 62.5 -59.2 59,2 -58.5 55.5 - 83.8 -50.11 50.1 _ 0 A 74.4 70.0 -43.8 -41.2 412 -45.1 45.1' -41.5 41.5 -40.4 40.4 -38.9 38.9 -37.7 37.7 46.2 382 - 34.3 34.3 B,E -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0170.0 -75.0 70.0 -75.0 70.01- 75.0 70.0 -75.0 70.0 -72.4 70.0 .68.6 88.8 C,F -90.0 70.0 -90.07 0.0 -90.0 70.0 - 79.9170.0 -89.3 69.9 -85.3 85.3 [50.8 80.6 -57.6 57.6 - 54.754.7 -515 51.9 - 48.148.1 A -74.3 70.0 -43.5 43.5 -41.9 41.0 - 45.0 145.0 -41.4 41.4 -40.3 40.3 f -38.8 '38.8 -37.6 37.6 '46.1 36.1 - 34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -72.3 70.0 - 68.5 C,F - 90.0 70.0 -90.0 70.0 -90.0, 70.0 - 79.6 70.0 -89.1 68.1 -651 85.1 - 80.5 60.5 -57.4 67.4 -64.6 54.6 -51.7 81.7 -48.0148.0 A -72.9 70.0 -42.2 '42.2 -39.7 38.7 -43.5 43.5 -10.4 40.4 -39.2 39.2 -37.7 37.7 - 38.7 38.7 •35.6 36. - 33.7 333 B,E -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 - 71.0 70.0 -67.4 67.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -83.3 83.3 - 59.1 59.1 -55.9 55.9 -53.0 53.0, - 50.0 50.0, - 46.148.3 'XO' & 'OX' WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. .• ••• ; • • • • TABLE 12A. • • °Jt ot"Or 41X0X UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 /. GLAZING OPTIONS: D.7/18 "LAMP] /16"11i.09o,3_►1641 LGw13/4i$' LAMI (V8 "A, AIRSPACE, 7 /16 "LAMI -W/ 3/18"HS,.090,3/18 "HS) ALL "XOX" SIZES UP TO 936 W*)))) 76° 11 H WITH 37' MAX, VENT WIDTH AND 60' MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97' WIDE x 76° HIGH WITH 37' MAX VENT WIDTH AND 60° MAX. FIXED WIDTH 1070 TECHNOLOGY OWE NOKON S, FL 34275 P.O. BOX 1829 NOKdtis, FL 34274 CA-740 145.01 55.0 lNT TEST REPORTS: FTL -3580. FTL -3582, FTL -3729, FTL -4507, FTL -4808 • NOTES: 1. FOR INSTALLATIOt IN VOOD 6R p Co ETE•fd TIsE PULL. DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4' TAPCONS OR ® 1 /4' SS4 CRETE - F1EX AMCLIORSL • • • • • • • • 2. IF INSTALLING W1 6•94 SCREWS, QESI�N P RE65t1R Is LIMITED TO 69.6 P.S.F. 72 76 NEGIPOS.NEGIPOS - 56.0155.0 -55.01 55.0 -55.0155.0 - 55.0155.0 -55.of 55.0, -5511 55.0 :55.0155.0 - 5221522 - 50.9150.9 - 47,147.7 47.7147.7 -44.6144.6 47.2147.2, - 44.01 44.0 B,E -75.0 70.0 -75.0 70.0, -75.0 70.0- 75.0(70.0 -75.0 70.0 -75.0 70.01 75.0 70.0 75.0 70,0 -74.6 70.0 71.0 70.0 C,F -90.0 70.0 ; -90.0 70.0 , -90.0 70.0 ,-85.0 70.0 -73.1 70.0 48.6 88.8 44.1 641 ' - 60.5 60.5 ,- 57.9 57.9 , -55.2 552 - 51.5151.5 A -75.0 70.0 -45.5 45.5 -42.6 42.6 - 46.7146.7 -43.1 43.1 -41.6 41.61 -40.2 402 - 38.7 38.7 -38.9 38.9 35.0 35.0 - 45445.8 -so 1 43.0 - 43.9[43.9 - 41.8141.9 - 43.8143.6, - 41,8141.8 - 42.8142.8 40.8140.8 PRESSURES- UNEQUAL CONFIG. XO, OX di XOX 84, ALUMINUM CASEMENT WINDOW, IMPACT tamet 9 a. 13 7045 -8 D UNEQUAL LITES X 0 UNEQUAL UTES 0 X UNEQUAL UTES skit ata PM= PRODUCT 9"aW22) com5i7iet seiriA 4.1112854 hulas:.. Aes tr r .x:. 1(/ /Or Lucas A. Twiner. P.E. P8 408201 macruniest R.,4ao: • coecod 0. CHANGE AN�IIQI�SAMD ADD :B' I 4T 8FfU • ••• • 1p • • • - • • • • •• •• • ••• • • X 0 x REFERENCE "XO" & °XOX" FRAME ASSEMBLY DETAIL, SHEET 11 SECTIONS +; • MAX. HEIGHT (SEE SHTS. 3 & 4) Renotl By Dad' F.K 325103 0 Amid 9Y Data H.vwvac F.K 7/10103 C Reno or Der.. F K 5/23105 D oto.mey. 0.1.. C1ecMd Sy F.K 12./17/02 • •• • ADD 13/16'1.G GLAZING BEAD ITEM VERTICAL SE • •:• OPERABLE UIIT: 0 0 0 • • • • •• . �• • • MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) J • • •• yF� • • • ((•QV,J, • • • •• • • ••• • • • • : • is •• • VE SECTION • •• • fIXEDUNIT •• • • • • • • • • • • • • 1070 TECbINQLQOYDRNE NOKOW, FL 34275 SHOW TOP 1 INGE • • • • • • CHG SHT. NO. • Rr.. ADD I E ®.� • • • • Oau, �• • • • • • • •� NQK0J•2 FL 34274 • • • • • t •+ • ••• • • P.0 00X 1529 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX Visibly Heuer MAX. VENT {{ DAYLIGHT OPENING SHT. 3) v+w MAX. VENT DAYLIGHT OPENING — (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION — X MAX. WIDTH (SEE HT. 3) HORIZONTAL SECTION — XX ALUMINUM CASEMENT WINDOW, IMPACT 9w+w"aae[ 4Wa Steil Oryq a6 .E CAaaO NT$ 10 a 13 7045 -8 1 REFERENCE "XO° & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 f REFERENCE °XX" FRAME ASSEMBLY DETAIL, SHEET 11 Q rigkoucT REVISED =rev IYePlr1Y A11ppxw •1 1 _ Dodo rodeo* PRODUCT RENEWED as "owpiy5ng •if the Resits %Miss Cada a Lucas A. Turner, P.E. PE 058201 Mechanical 1l 2 ( /or gtrid F.K. Cdr F.K. FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 "X" FRAME JAMB nIt FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL "XO" & "XOX" FRAME ASSEMBLY DETAIL Oato 3/25/03 om• 7/10/03 FRAME HEAD OR SILL Nieuwe 8 Re•°nm: Rend er Oak F.K 6!2.105 w414. er 11411 F.K. 12/17/02 #8x1 QUAD PH SMS (2) PER CORNER NO CHANGE 7111$ SHEET #12x1 PHTEK SMS 13" MAX. O.C. WI (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB #12x1 PH TEK SMS 13° MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "0" FRAME JAMB • *• • • • • • • • ;• • 1A/NoFRAiE iSEMILY 1: AJL 1• • • C NO CHANGE THI$ SHEET • • • • • 0 ADD ITEM 89 •• • • ••• • • er C.raeo By Dee, • • • • • • • • • • • • • • • • • f • 4- • • 1070 TEGINOLOG DRIVE NOKOMIS FL 34275 P.O. 50X 1'''.x29 NOKOMIS, FL 34274 NOTE: ALL ALUMINUM SHALL BE OF 6063-T6 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL SASH FRAME TOP OR 60170M RAIL 2.784" `1 1.376" .095" _F CASEMENT BACKING PLATE MATL: 6063 -T6 DWG# 7071 .434" 2.854" .062" NOM. 0 FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A EXTRUSIONS & ASSEMBLY DETAILS .440" 1.159" 2.139" O SASH FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7003A ALUMINUM CASEMENT WINDOW, IMPACT s Barr 5hd I O.a"n."o per cA.7ao NTS 11 " 13 7045 D .062 NOM. 2.784" FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7002A L ileasicr alexia) PRODUCT RENCATINO as eulstut7h11 win tae irtadif ✓'9daWS A52 t1s 2.919" 1 1V2 1 /vS� Lucas A. erne. P.E. PE *56201 Mechanical PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 70115 SINGLE LOCK KEEPER 75 70834A 48 X .750 QUAD PN SMS 80 7005A FIXED WIDOW FRAME - HEAD, SR L & JAMBS 81 1151 78IPQA 48X1 QUAD PNSMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLATING BEAD(13116" LG.) 815 13/16" LG. GLASS (1/8"11S, AIR SPACE, 5/167AMI) 5116" LAM 1= (2) L3TES OF 1 /8118 GLASS WITH AN.090 INTERLAYER . SOLUTIA OR DUPONT PVB 87 13/16" LG. GLASS (1B "HS, AIR SPACE, 7 /16'IAIvII) 7/16" LAMI = 3/36A & 311611S GLASS WITH AN.090 INI1 RLAYER • SOLUTIA OR DUPONT PVB 13/16" LG. GLASS (l/8 "NS, AIR SPACE, 7 /16"LAMLI 7116" LAMI = 3 /16HS & 3/1611S GLASS WITH AN.0901NTERLAY)R - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SIFT 13) PARTS LIST' ITEM 2 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 30 31 32 33 40 41 43 44 45 46 50 51 52 53 54 55 67 68 69 70 71 72 DWG # PGT. # 7002A 1155 78IPQA 7008 7003A 1155 781PQA 7017 67017K 7009 7024 7026 7014 1157 78X78PPSMS 7013 7015 7028 7027 7030 7031 7032 78587A 7033 7022 7023 710x12FP 7036 7042 1224 6TP247 1634 6163K 7006 7040 1635 61635K 331 • •60970• • 18x I2PST111B 7004A • T 6700t • 4412X8 !'? 70 /1 7012 7018 s • 7 [.DTAD DESCRIPTION MAIN FRAME - HEAD, SILL & JAMBS 448 X 1 QUAD PH SMS FRAME CORNER KEY 1/2 "X12 "XI /8" CLOSED -CELL FOAM TAPE SASH- TOP, BOTTOM & SIDE RAILS 48 X 1 QUAD PH SMS BULB WEATHERSTRIP .18771.240 SASH CORNER KEY MAXIM MULTI -POINT LOCK LOCK SUPPORT PLATE 410.24 X .562 PH. PN. TYPE MULTI -LACK KEEPER (RH. & L.H.) 48 X .875 PH. PN. SMS TIE BAR GUIDE TJE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE 1/8 -32 X .375 PH. PN. TYPE B STUD BRACKET (LH. R.H.) •8 X 5/8" FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12" HINGE (HEAVY DUTY) 810 X. 500 PH. PHI. 5n6" LAMINATED (1/8A& 1/81IS GLASS) .090 LNTERLAYER- SOLUTIA OR DUPONT PVB 5/16" LAMINATED (V8HS & 1/3HS GLASS) .0901NTEN -AYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16A & 3/ I6HS GLASS) .090IISIERLAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/1611S & 3/161LS GLASS) .0901N7ERLAYER • SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16 ") OWING BEAD (7/16 ") VINYL BULB WSTP (TRICK) SILICONE • DOW CORNING 899, 995 OR EQUIV. PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE - Sl j jLTED •"< vy, a I`iC • I Eli CLIP •DX oo sQ '_TEk•4M5 CCs Atp WY. TUBE 1112 X I riEL TEK. LOCK SUPPORT PLATE LACK SPACER • 7019 • • 714 1.4NAP-bi141AN ®LE KNOB • OEDINQHAI1Lr • To • • • • • • • • • tam by. F.K. Amd8 F K. 7keee 5a F.K ®e"n 9y. F.K tete Perigord 312511X3 8 Re wile. C • • • •• • • • •ADD 937f6" 1. G. GLASS 8 GLAZING BEAD Caw 7/10/03 623185 D g 1 AIL .3UI. TO 1T 4. .94ICON1 AND14013 1TI148 87.88 AND 99 Da beet • • • b�eceee BY. nte • 12/17102 T/02 • !� • • • • • • • • • ••• • • • • ••• • • NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34273 P.O. BOX 1829 NOKOMtS, Ft 34274 .706" .050" .865" (D5/16° GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523 r— 1 .050" A;1 .8615" C)7/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7042 0 CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 Fi G1 - VJrlbly B4eter PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPA CA-740 NT� _ 2 ra 7045 e D r-r 289" .040" — r--- .172" .870" _II .050" T I f— - .569" 0 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 .125" .062" --1 1.124"r-- 2.701 .093" 0 CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 By PRODIIC1• RENEW8D SatOzgCotla Asecpcc N3 wPz - 1 ( '- ?r /G Lucas A. TLane. P.9 PE f/58201 Mechanical J, 2x WOOD BUCK (SEE NOTE 3) -- 1/4" MAX. SHIM --- r- SEE NCT„ Rnme 9Y date' F.K. 3/25103 ko aiOr O. F.K. 7/10103 Ito.T.d sr. 040 F.K. fd2s45 ' Drawl by Dew F.K. 12/1702 1 1/2" I_ MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK rertnm. B NO CHANGE THIS SHEET &Wakes.. C NO CHANGE THIS SHEET SEE NOTE 1 SEE NOTE 4 ji■, 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM .I: I II f i NPl r , , i i.„,!R1 RO"6 '0°" }'� • • • . • 0 RI' SEtyc�TESANDIIEMOVE 3=18 *CONS: #14 SCREWS umra a. • • . "' • : • I••• —� • • • • • . •• • ••• • • •" ••• • OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK __J 1 1/4° MIN. OPERABLE UNIT FRAME TO CONCRETE 1 1/4" MIN. 1070 TECHNOLOGY UMW NOKWUS, FL 30273 P.O. BOX 1518 NOKOMIS. FL 34274 SEE NOTE 4 1/4" MAX. SHIM-1 Ll SEE NOTE 2 1/4° MAX. SHIM t SEE NOTE 1 Vutbly Better 2x WOOD BUCK (SEE NOTE 3) 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK . 1 11/4 ° MIN. FIXED UNIT FRAME TO CONCRETE SEE NOTE 4 NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -CADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE FjjgS: I1tN+ UM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 21/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATION5•Ir1 i II4I Q,&Dt•COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FORSPAJINf4: •.• : : ••• 3. WOOD BUCKS OEPIe1'E'D IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS I5 LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION 4 O T'I 3UBVIIAZt OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURIIQ C1:0111. ••• • • :•. : : 4. ITEM 89, BAC�CUjGraTt. �1C►T RF(E1UIRLp OUTSIDE OF MIAMI -DADE COUNTY. ®1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM 7 SEE NOTE 1 NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT wiramr; .Rao &w' 'Oiwcw CA•740 NTS 13 s 13 7045 -8 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK sa y — z' r.;a�, PRODUCT ROWED as msabias•hh the Red& %Wag Cale Acceptant Ns Data 1; a .,: rs�✓ Lucas A. Turner, P E. PE •S8201 Mechanical 20. • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.mIamldade.aov/buildlnicodR This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. ' This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "PW 701" Aluminum Fixed Window - LM/ APPROVAL DOCUMENT: Drawing No. 4259 - 4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12 prepared by manufacturer, dated 7/14/03 and last revised revision `B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. Max DLO = Width - 3.75" and /or- The Annealed glass to be on exterior side of laminate. 2. Max. corner distance for anchors is 8.5 ", except Hexagon & Octagon corner dist not to exceed 3 ". Max. corner distance for Nail (Integral Fin Frame) into wood substrate is 1". and max. OC spacing is 5 ". 3. The anchor installation shown is applicable without geographical limitation. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. • TERMINATION of this NOA will occur after the expiration date or if there has been a res sionror changeinthe materials, use, and/or manufacture of the product or process. Misuse of this NOA as an enddraernent of a$y , • • . product, for sales, advertising or any other purposes shall automatically terminate this NOA.•l+aita't to coniifir 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, end fo1jM&! • by the expiration date may be displayed in advertising literature. If any portion of the NOA is '� eakin • be done in its entirety.�z4v�d, then i; •••• INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactureti®4 tlistributor1 and shall be available for inspection at the job site at the request of the Building Official. •••••• This NOA renews NOA # 07 0418.06 consists of this page 1 and evidence sheet E -1 as well is aAljroval • • • • document mentioned above. • • • • • • • • The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 Page 1 ••. • N PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07- 0418.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259-4, titled "Aluminum Picture Window, Impact", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision "B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 07- 0418.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 4) Small Missile impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of alum. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03 and test report F1 L -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTMS -1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade /Building Code Compliance Office (BCCO). F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex MG Clear or colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05 - 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB", expiring on 12/11/2010. E. STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06-08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports • • • • • . F. OTHER 1. This NOA renews NOA # 07-0418.06 expires on February 19, 2009. E - • • • • • •• • • • •••• • •• • • • •••• • • • • • • • • •• •• •••• • . • • rtvt�••. • !shag Cbinda, P.'E •' Product CantroPExamCner • NOA No 08- 1112.10" Expiration Date: February 19, 2014 Approval Date: January 08, 2009 • • • • • • • • • • • NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16' LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16• LAMINATED GLASS COMPRISED OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16• LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16' AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16• ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16' HEAT STRENGTHENED GLASS, A 7118° AIRSPACE AND 7/16' LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) ® A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 6. REFERENCES: TEST REPORTS, FTL-3835 & FTL-3850 ELCO TEXTRON NOA: 04. 072101, 03-0225.05 ANSI/AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM- 200¢y4L.UMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT ® EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). F.K F.K ours JC 7fl41fJ1 •• •• • • • • • • • • • • •• • • • • • • • • • • • ee • • •• • ••• • •• • • • • • • • • • • • • • • •• • • • • • • • • • s •• • • • • • • • • • • s Oa* Ankh= • • • • • • • • • • •meets art iw07 12/1BAp A WiNIEWRAGE A,rBe..' J es as • • • • • — • es • • •• • • •• •• • •• • • ••• • • 107OTEC p 3YPP4VE EIGT FCarva PA. BQX ?RY NOWA* FL SON Viti* Beam NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT NTS 1 • 12 I mo~ 4259-4 NOA DRAWING TABLE OF CONTENTS SHEET - _ GENERAL NOTES 1 GLAZING DETAILS. 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED 5 DESIGN PRESSURES FINNED 6 SECTIONS. FLANGED 7 CORNER ASSY, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL RN 8 EXTRUSION PROFILES 9 PARTS UST ... 9 ANCHORAGE 10-12 awry n.aa. . /o • 11 • Itspluelles lN60V T REVISED •.. .w 1r Theta Anewtarro 9 0 1/7 L Clark P.E. PE /30i1T Strobel FA FJC FJC 3/16" ANNEALED OR HEAT STRENGTHENED GLASS Oare OUTSIDE OR T s•spa 7• .• • T /16" LAM' GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3116' HEAT STRENGTHENED GLASS •• ••• • • • • • • 7 /16* G LAZING tSETAIL FLANGED OR INTEORALFIAI FRAME (fer?iiiiPP NtAtAE *taw • • OR 3/16' HEAT STRENGTHENED GLASS t 1116' NOM GLASS BITE 1010 T CMOLOCPY e ?IV OAW, R SON au EIQX ISO R SRN 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7116" AIR SPACE OR VW* Berta pw.701 .090 DUPONT BUTACITE OR -�— SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 13 GLAZING DETAILS 1 1/16' LAM! GLASS NOMINAL 7118 LAMI GLASS NOMINAL 1 1/16" LAME I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) ALUMINUM PICTURE WINDOW IMPACT 42'594 11/16" NOM GLASS BITE PRODUCF IIENSWED z RMe.Reip IkOUUCT REVISED Y.Yr floilds Ns Oda i DG / 1"/" /* Rebid L Oh* P.E. PE 039712 BNalturM 4 HEXAGON FULL CIRCLE MAX. SIZE = 60' BETWEEN FLATS MAX. SIZE = 60' DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX AREA =19.63 SQ. FT. FAN MAX. SIZE = 96' X ar OR MAX. AREA = 24.47 SQ. FT. RCLE • • • • • • MAX SIZE = 98• OR MAX .• • •.•• •• ••• •• • EYEBROW MAX. SIZE = 96" X 48' OR MAX. AREA = 31.99 SQ. FT. OCTAGON QUARTER CIRCLE MAX. SIZE = 60' BETWEEN FLATS MAX. SIZE = 68' X 68° OR MAX. AREA = 20.71 SQ. FT. OR MAX. AREA = 25.22 SQ. FT. 48" MAX. 96' MAX. 92114' MAX. DLO RECTANGLE MAX. SIZE =48'X96' •• • • • • • OR MAX. AREA =32.00 SQ. FT. NOTE: ® : :: • . .• ••• • • • •• • • FOR ANCHORAGE'Nt O ATION iEEIEEtS 12. ELLIPTICAL MAX. SIZE =96'X47' OR MAX. AREA = 31.99 SQ. FT. 44114 ". MAX. DLO TRAPEZOID MAX. SIZE = 48' X 96' OR MAX. AREA = 31.99 SQ. FT. ARCH. MAX. SIZE = 48'X96" OR MAX. AREA = 30.28 SQ. FT. PROONCT RENEWED as empty. MI! dr Calsipkwhe egjg y PacaUCT 9 enwp Baidiag Cade Assaptame N• liginithst Radar air awl* arc FAG .1W 75;27* oar FJC 12118970 Dasseitx 7114/03 Ralatas • • • • 8 • ••• • a ION .9 .. • . • - A NO 111114 3 .111E Sea.84E; • • • dealadgc OM • • • - • • •• •• • • ••• • • •• • •. TEI2HWILOGY DRIVE NON2M5. FL MTh P.R BOX 1528 FL 9174 v * Bawer FLANGED ELEVATIONS Vat ALUMINUM PICTURE WINDOW, IMPACT error Smisialdir ~01 I NTS l 3 • 12 J 426844 B Robot Ca*. P.E. MINIM augural FAN MAX. SIZE = 96" X 47' OR MAX AREA = 24A7 SQ. FT. HALF GIRG ..•.:: . MAX. met- 96 "X48'" . . .. • • OR MAX AREA = Q5i,,SQ. VT! .• • • •• � HEXAGON FULL CIRCLE MAX. SIZE = 80' BETWEEN FLATS MAX. SIZE = 60' DIA. OR MAX AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. EYEBROW MAX. SIZE =96"X48" OR MAX. AREA = 31.99 SQ. FT. 98114' FRAME D. �- --- O. 96" MAX. .. • ••• NOTE: A : :: • :.. .. • • • FOR ANCHORAGE TN!ORI ATION BEE SHEETS 10 TTIROUGH 12. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. RECTANGLE MAX. SIZE = 48° X 98' OR MAX. AREA = 32.00 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X ar OR MAX. AREA = 31.99 SQ. FT. QUARTER CIRCLE MAX. SIZE =68 " X68' OR MAX. AREA = 25.22 S0. FT. INIMEMSZEEMiir TRAPEZOID MAX. SIZE = 48' X 96' OR MAX AREA = 31.99 SQ. FT. ARCH. MAX. SUM = 48'X98' OR MAX. AREA = 3028 SQ. FT. PRODUCT MUM) Mils Cob Awxppp.e7/3- N /2. t0 BiciAmAha r iwurr its..•nt corplytei wigs ir.t'anait Y.Yi{t{C & Ascapass annidar Doe ADA4AADWIE AND74DBABE WYE lO1.. • • • • ...I• . • .... • oar arm 12!1601 7/14#73 B Morlirons A tamw.T Vio TCiaoNOLOGYDRIVE imaidAt iI51275 pa N fiw. EGIE Vbibiy aster INTEGRAL FIN ELEVATIONS TON ALUMINUM PICTURE WINDOW, IMPACT PVA701 I NTS l 4 or 12 I°""'"A 42594 y /s R.brtL ark P.E. PE WI2 Skuctral F11.-3835 F L 3835 FIL3850 FTL 3860 TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP-TO-TIP) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/1610 B. 7/16° LAMINATED GLASS (3/16"HS, .090, 3116HS) C. 1 1/16° LAMI LG., 3(16118, 7/16° SPACE, 7/16" LAMI (3/16A-090, 3/16° HS) D. 1 1/16" LAMI LG., 3/1618, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16 HS) WINDOW "Y" DIMENSION WINDOW "X' DIM. AREA 10.79 SQ.FT. 1287 SQ.FT. 14.95 SOFT. 49.000 71.000 1 A,B,C.D AREA 76.500 87.500 93.000 96.000 Rawl Or 000 GLASS TYPE 28.500 34.000 39.500 -80.0 +80.0 -80.0 +80.0 A,B,C,D 480:0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 AREA 9.70 SQ. FT. 11.57 SQ.FT. 13.44 SQ.FT. 54.500 1 A,B,C.D +80.0 1 -80.0 +80.0 1 -80.0 .80.0 1 -80.0 60.000 1 A,B,C.D +80.0 1 -80.0 +80.0 1 -80.0 AREA 11.88 SQ.FT. 16.48 SIFT. 66.500 1 A,B,C,D +80.0 1 -80.0 AREA 12.96 SQ.F7 +80.0 1 -80.0 15.47 SQ. FT. +80.0 1 -80.0 17.97 SQ.FT. A B, A +80.0 +80.0 C,D -80.0 AREA 15.14 SQ.FT. 82.000 I A +80.0 BAD +80.0 +80.0 C +80.0 • B,D +80.0 A +80.0 C +80.0 B,D +80.0 +80.0 -80.0 14.05 SQ.FT. -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 A +80.0 -80.0 +80.0 C +90.0 -60.0 +80.0 B,D . -83.0; AREA : 19.00 • - E . • • :§ • p A"•r • • F.K 7114173 • +80.0 1 -80.0 . 14.17SQ.F • ••• •• • • • •• +80.0 1 -80.0 16.76 SQ.FT. -80.0 +80.0 +80.0 80.0 -80.0 18.06 SQ.FT AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 20.98 SQ.FT. $0.0 1 +80.0 AREA 16.23 SQ.FT. 19.36 SQ.FT. 71.49 SaFT. -80.0 " +78.0 -80.0 +80.0 -80.0 +80.0 -80.0 *74.0 -80.0 +80.0 -80.0 +80,0 -80.0 +71.9 -800 +80.0 -80.0 UAAATEDESKINPRE $PER 07042 AND CLEANtPTABLE1 rto11 1►7+ tt3g •• . • +80.0 J -80.0 19.48 SOFT. -80.0 -80.0 -80.0 -80.0 -78.0 -80.0 -80.0 -74.0 -80.0 -80.0 AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. -71.9 -80.0 +80.0 -80.0 • ? e, 26.33 SQ.FT. tiKetai, H MO PIA IV( t d oicosa , a 3014 46.000 +80.0 -80.0 16.31 SQ.FT. +80.0 1 -80.0 17.03 SCOT. +80.0 1 -80.0 18.75 SQ.FT. +80.0 1 -80.0 20.47 SaFT. +80.0 -80.0 22.19 SQ.FT. +79.3 +80.0 23.91 SQ.FT. +74.5 +80.0 25.63 SQ.FT. +70.0 +79.1 +60.0 +65.5 +74.0 +80.0 +63.0 +71.2 +80.0 -79.3 -80.0 -74.5 -80.0 -70.0 -79.1 -80.0 27.34 SQ.FT. 465.5 -74.0 30.0 29.06 SaFT. -63.0 -71.2 -80.0 30.00 SQ.FT. lotribly Bauer 48.500 48.000 +80.0 1 -80.0 16.82 SQ.FT. +80.0 1 -80.0 17.60 SQ.FT. +80.0 1 30.0 19.38 SaFT. +80.0 1 -80.0 21.15 SQ.FT. +80.0 1 -80.0 22.93 SQ.FT. +78.0 +80.0 24.70 SQ. . +73.1 +80.0 26.48 SQ.FT. +68.4 +77.3 +80.0 28.26 SQ.FT. +83.9 +72.2 +80.0 +61.5 +90.5 +80.0 -78.0 -80.0 -73.1 -80.0 -68.4 -77.3 -80.0 -63.9 -72.2 .50.0 30.03 SQ.FT. -61.5 -69.5 -80.0 31.00 SQ.FT. +80.0 1 -80.0 18.33 SQ.FT. +80.0 1 -80.0 18.17 SQ.FT. +80.0 1 -80.0 20.00 SQ.FT. +80.0 1 -80.0 21.83 SQ.FT. +80.0 1 -80.0 23.67 SQ.FT. +76.6 +80.0 25.50 SQ.FT. +71.8 +80.0 -60.0 27.33 SQ.FL +67.0 +75.8 +80.0 29.17 SQ.FT. +62.4 432.4 +70.5 +80.0 31.00 SQ.FT. +60.0 +67.8 +80.0 -78.8 -80.0 -71.8 -87.0 -75.8 -80.0 -70.5 -80.0 460.0 -67.8 -80.0 32.00 SQ.FT. NOTES: 1� 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 2. ALL SHAPES LESS TJIE MAWMUt4 SIZE, QUALM 4Q PRESSURE FOR THE MAXIMUM SIZE USTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR Size IN TABLE 1, tHCH THEIR 8VERALL•1NIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THR 2UPIt1IFOR ANBHO�►GE IIR2RI tON. • • • ! • • FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT MTN j NTS L 8 • 12 � � 42694 PRODUCT REPIEW= as contlial •kr t Im 1 IleidkfCadm sty psis Robert L aaik PE 032712 fitnstsat ••• . • • • �• .. • • • •• • • • • ••• • TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (.SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7116" LAMINATED GLASS (3/16"A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/18" LAMI (3/16HS, .090, 3/16" HS) FIL 3835 FTL -3835 FTL -3850 F11 -3850 WINDOW "X' DIM. 49.000 GLASS TYPE A,B,C,D AREA 54.500 1 A,B,C,D AREA 60.000 I A,B,C,D AREA 65.500 1 A,B,C,D AREA 71.000 1 A,B,C,D AREA 76.500 I A B,C,D AREA 82.000 A B,C,D AREA 87.500 AREA 93.000 A C B,D A C B,D AREA 96.000 sower ROC Rees Fit aepJc DMA A C B,D AREA WINDOW "Y" DIMENSION 28.500 +80.0 I -80.0 9.70 SQ.FT. +80.0 1 -80.0 10.79 SQ.FT. +80.0 1 -80.0 11.88 SQ.FT. +80.0 1 -80.0 12.98 SQ. FT. +80.0 -80.0 14.05 SQ.FT. +80.0 +80.0 -80.0 -80.0 15.14 SQ.FT. +80.0 +80.0 16.23 SQ.FT. +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 17.32 SOFT. -80.0 -80.0 -80.0 18.41 SQ.FT. -80.0 -80.0 80.0 •• 19.01) • 34.000 +80.0 1 -80.0 11.57 SQ.FT. +80.0 I 430.0 12.87 SQ.FT. +50.0 -80.0 14.17 SOFT. +80.0 1 -80.0 15.47 SQ.FT. +80.0 1 -80 o 16.76 SQ.FT. +80.0 +80.0 18.06 SQ.FT. +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 19.36 SQ.FT. -80.0 -80.0 -80.0 20.68 SQ.FT. -80.0 .80.0 .80.0 21.96 SQ.FT. -80.0 -80.0 •-�e • • +89.0 • • • - :22i674Ft. !IMAM DESIGN PRESSURES PER AMU E1300-02 AND k1f1TF8. CLEAN • UP rAy s 2DFS�PlY.1N 863 • CHANGIE NOW aft I • • • • . • •• •• • • •• .•. •• •: •i• - I. • 39.500 +80.0 1 -80.0 13.44 SQ.FT. +80.0 [ -80.0 14.95 SQ.FT. +80.0 -80.0 18.46 SQ.FT. +80.0 1 -80.0 17.97 SQ.FT. +80.0 -80.0 19.48 SQ.FT. +80.0 +80.0 20.98 SQ.FT. +80.0 +80.0 22.49 SQ.FT. +78.0 +80.0 +80.0 24.00 SQ.FT. +74.0 +80.0 +80.0 +71.9 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -78.0 -80.0 -60.0 -74.0 -80.0 480.0 25.51 SQ.FT. -71.9 -80.0 480.0 26.33 SQ.FT. WO UMW, FL WM P.G. 8QX 16$ MONON 9. FL 3004 45.000 +80.0 1 -60.0 15.31 SQ.FT. +80.0 ( -80.0 17.03 SQ.FT. +80.0 1 -80.0 18.75 SQ.FT. +80.0 1 -80.0 20.47 SQ.FT. +80.0 I -80.0 22.19 SQ.FT. +79.3 -79.3 +80.0 -80.0 23.91 SQ.FT. +74.5 +80.0 -74.5 -80.0 25.63 SQ.FT. +70.0 +79.1 +80.0 +85.5 +74.0 +80.0 -70.0 -79.1 -80.0 27.34 SQ.FT. 435.5 -74.0 -80.0 29.06 SQ.FT. +83.0 +71.2 +80.0 -83.0 -71.2 -80.0 30.00 SQ.FT. 48.500 +80.0 1 480.0 15.82 SQ.FT. +80.0 1 -80.0 17.60 SQ.FT. +80.0 L -80.0 19.38 SQ.FT. +80.0 1 -80.0 21.15 SQ.FT. +80.0 -80.0 22.93 SQ.FT. +78.0 -78.0 +80.0 , -80.0 24.70 SQ.FT. +73.1 +80.0 26.48 SQ.FT. +88.4 +77.3 +80.0 +83.9 +72.2 +80.0 +81.5 +69.5 +80.0 -73.1 -asap -68.4 -77.3 -80.0 28.28 SQ.FT. -63.9 -72.2 -80.0 30.03 SQ.FT. -81.5 -69.5 -80.0 31.00 SQ.FT. 48.000 +80.0 I -80.0 18.33 SQ.FT. +80.0 I -80.0 18.17 SQ.FT. +80.0 430.0 20.00 SQ.FT. +80.0 1 480.0 21.83 SQ.FT. +80.0 1 -80.0 23.87 SQ.FT. +76.8 +80.0 25.50 SQ.FT. +71.8 +80.0 78.8 -80.0 -71.8 -80.0 27.33 SQ.FT. +87.0 +75.8 +80.0 29.17 SQ.FT. +614 +70.5 +80.0 +80.0 +87.8 +80.0 -67.0 -75.8 -80.0 4324 -70.5 -80.0 31.00 SQ.FT. -80.0 -87.8 -80.0 32.00 SQ.FT. • ••• •• • • • •• NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUAUFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 2. AU. SHAPES LESS THAN TI MAj0MUM SIZE, QUALIFY T - URE FOR THE MAXIMUM SIZE LISTED IN TABLE 2. OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAr4 IZIE TA82. , V4UCH T eIR =i' WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS ti,TORGUGIHcHf INtE Ai . • WN ON SHEET 10. INSTAUATION WITH OTHER FASTENERTYPE9 ARE THROUGH THE FRAME. SEE ANCHORAt3E2ETA1 ON T3•f 0 AND TI. INTEGRAL FIN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT P X01 1 NTS 16 • 12 I ftn 47.4 11 mutter RENEWED • eatapgies with the &rift ▪ Cook Actiptr" N, 8 -1112. I 0 F..0.0. 111M1 63 I • e1.. B hYh• PINIDUCr det anot iWiadi Aulfesost Rabat L Clark P.2. PE W12 elmobsel 2.784" SCREWED • RNER ASS'Y (FLANGE FRAME) HORIZONTAL SECTION (FLANGE FRAME) O � � 11*1! ALONG ENTIRE JOINT MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH — KEYED CORNER ASS'Y d WELD (FLANGE FRAME) 1 ' I1I1ffl •• • . •• •• . :: • • WE X CCJR}V A$g'Y (FLANGE FRAME) ALONG ENTIRE JOINT ALONG ENTIRE JOINT MAX. WINDOW HEIGHT 0 0 MAX MAX. DAYLIGHT OPENING r -- 2.784' VERTICAL SECTION (FLANGE FRAME) INSIDE PRODUCT t1B NE. WED r arapi)i 'Pitt the *WWII Bolding C•dc Acceptesee Expiation �� 1N6�1 DYr Dhisima ISODUCT asylum, memaigtobsIdthIllelbila ma Cob fiastaie aseskw FJC b.mp FA Gem ANY= .!4077 B Ni7CIMMQET19SSI T : : • "•, • : • OW Gabbs f • • • • • • WSW A NO CHAD 79 $t(t1' • . • • • • • 7/19/09 aroar •c 13./E • I .• •• • • • • • 1070 TECHNOLOGY DRIVE NOKOhfla R 34111 ea Bart= MONK R 9@71 iRrrb�j Saar Bdr SECTIONS & CORNER ASS'Y, FLANGED ALUMINUM PICTURE WINDOW, IMPACT a•+era PIN 701 HALli 7 + 12 ler 426&4 B LOPE. PE 039712 2.784' 1 SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT MAX. DAYUGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) KEYED CORNER ASSY (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT • • • • WELDOP CO E t A►SSrY.(IN rEGRAL FIN FRAME) ALONG ENTIRE JOINT Q 0 4 2.784• INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) Plan= AENSWED •• contibillt vib the Florida Ratan C•61 p 110 °a tay4� 7 Di Dklai•- climbing wiNias WNW RoldiseCola es box lkomblits mop WOW sapiore A F.K ARW7 8 newisyt Fz 2•8••• gituarox FJG 7/t4A79 NOON& tyus : : •:• • _'��} • ••• • • • NO aWafi AS tl'sr • • • - • • • • • • • •• fil• • •• • -• ••• s • •••I • I07O TECHNOLOGY ORNE *maim R. Sars P.a 6QX76lS mama FL 01774 SECTIONS, INTEGRAL FIN r•e ALUMINUM PICTURE WINDOW, IMPACT WKmf 1 "„ 8 + 12 l 42584 ` B L a t. P.E. P8 11311,12 ITEM 1 2 7 8 10 11 12 13 14 15 18 17 20 21 22 ra FX DWG NO. 4266A 4253 1155 4255 4254 1224 4224 4262 H fkl9 ea.�21 PART # 64256 64253 781 PQX 64255 64254 6TP247 64262 - ." . 050` -11 •• IG•• FT • • • • U •• ll•• • ITEM' 10; • ' 7/16 LAMI G.1„MS BEAU.. M 063-1S • • DWG1Iq. 4 • • : : • • • aftwa$ Firaisan FJG 4 47 B NO Tl696 i • ••• • • leredip Dix AIM= DESCRIPTION INTEGRAL FIN FRAME HEAD, SILL & JAMB FLANGED FRAME HEAD, SILL & JAMB #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 7/18 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER -3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASSY 3/16" HEAT STRENGTHENED OUTBOARD - 7/18" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED •••••• • • • • • •••• ITEM It .1 116 LAMI I.G. GLASS BEAD • • • • • MAIL: 8063 -T5 • • • • • • • sae • • • - - • • tG• •• • . • •• •• , -- . • • • DWG NO. 4254 TEMNOLOOY NEW mum 11312711 r.a BONNER WNW FL WI 1.876" FIGIE VZstbb Bauer p-- .062• 2.784" 2.784" ITEM 1, INTEGRAL FIN FRAME MATL: 6083 -T5 DWG NO. 4258A r ITEM 2, FLANGED FRAME MATL: 6063 -T5 DWG NO. 4253 EXTRUSION PROFILES & PARTS UST aor ALUMINUM PICTURE WINDOW, IMPACT Orboosoot teat L / 1 • 12 °a'a°'° 42394 f B 2.500" PRODIA. t ,f.ew It tea** are row* 8uMksCode Iv AsreprNra Nu - - Expiration Date PRODUCT REVISED as estaslyIst •RSdie Orrivla WON Cede WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A '144.444, are "Ronsnir We: FIC 419427 FA ei< 4 Mina PIC 7/1469 .131' DIA. MIN. X 2 1a' NAIL, AT CORNERS AND 5' O.C. e Ado= A 4 ; : SEE NOTE 1 FOR v. • ° EMBEDMENT CONCRETE ANCHOR (SEE NOTE 1) 1/4' MAX SHIM BUCKS ARE OPTIONAL jF UWT tATi QaN$T GREATER. INBTALLAiTION'1O T •te SU$STI3A JURISDICTION. 1/4' MAX I SHIM 13/8' MIN. e'�'Z. �i�� ■oe� LSEMBEDMENT f INTEGRAL FIN DETAIL B SEE NOTE 1 FOR '- : ; ' _ ••` `- 1x WOOD BUCK ® EMBEDMENT. _ . • . . (SEE NOTE 3) 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.5 KSI MIN. CMU A ®L3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) NOTES: ® ql 1Z � \S�s 1. FOR CONCRETE APPLICATIONS , USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 1 3/8" MIN., W16" ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4' SS4 CRETE -FLEX EMBEDDED 13/4' MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4" MIN. 2. FOR WOOD APPLICATIONS USE #12 OR #14 STEEL SCREWS (G5) OR 114° SS4 CRETE -FLEX. 3. WOOD SUCKS DEPICTED INV tE2TIONS•ON PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS 13 LESS THAN 1 1/2 ". Ix WOOD DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1«2" THICK OR F WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING 4. FOR ATTACHMENT 1 O A T.HS MATERIAL BE A MINIMUM STRENGTH OF 8083 -T5 AND A MINIMUM OF 1/8" THICK THE ALUMINUM STRUq UFgJ juIEMDEE SMALL Bk•OF A IZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS For iNQOD BUGIM.TIIE OAISCI.10 SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE' RESPECTNE DEtIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. cHANQIN 1!:liP AB R siltat4 • • • - -�- • • ••• • • 4070 79044 ac«crwave maim R 3470 P.O. Marina it 34274 BUT VW* Baur WOOD ANCHOR (SEE NOTE 2) 114' MAX. SHIM 2x WOOD BUCK (SEE NOTE 3) 1 316' MIN. A EMBEDMENT CONCRETE ANCHOR (SEE NOTE 1) 1/4' MAX. SHIM 1 ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT man )NTS 1 0 0 12 1 . "' 42894 B WOOD ANCHOR (SEE NOTE 2) 1/4" MAX. SHIM T FLANGED DETAIL C 2x BUCK WOOD (SEE NOTE 3) PR.I) Lt Nedtti.i.0 a empties wilt: the Florida Irian Calk Atomism ao'.ip rapintka Dor Milks INIXIMMIUNIStO asaresialdiblielhAli Balegeolk !r•1N!• s w.. TABLE 3, ANCHOR ON- CENTER DIMENSION BYANCHOR TYPE - WOOD SUBSTRATE WEND. 'x 49.0' 54.5' 80.0' 85.5' 71.0' 78.5 82.0' 87.5' 93.0' 98.0' O.C. o. O.C. O. O.C. O.C. O. O.C. O. C. O.C. WINDOW 'r DIMENSION 15.0" 2 .5' 30.0' 34.0" 39.5" 45.0' 46.5 48.0" ...4. . L. . c. 4. . t. 4. 1. 4. X Y X Y X Y X Y X Y XYXYXYXYXYXY'XYXYXYXYXY XY XYXYXY r O N 0 O CO 1 N A A P N A N N eel N 0 N O P 0 CO T ao N 0 T. 0 0 O O O 0 0 O N as 0 N O r 0 P m N m 1• s N P r i N P V N N N N N N N N O 0 O 1 N co N co OD r O co O co O 1 CO r 0 N 0 r 0 r N r N, O co 0 0, O O O m O 0, CO N r a O N O O P O r O 1 m 0 CO O r O 1 1 r r r r N O CO O O m T y- N r N r N CO 0 N 0 0, 0 r O t+l O N O r e3 N 0 N t� O co P O O O 0, O a�+ O m CO CD m W 0, as m 0, O m O _m OS O O CO N a 0 N O OD y- P 0 0, as N m_ ai O O O m O 0, O CD 0, O 0, O to e7S CO m O O O N 0 N l+Z O A CO O O CO 0 O r O m O m 0, m O 0, 0, CO m co m 5 O A CD 0, O O O N A O P O 1 m 0, O O et O m ist 0, O O O P r r OD N O N O r m cot O O 0 0 1 r r N OD O P O O 0, m co 0 m O O O e r 1 . r r 0 r Yi O O Iaf CO 0, m O m 0, 0, O 0, r O i T N 1 N 0 t�S 0 0, P O CO O 0, N O P N 1 N 0 r W e�3 O 0, O O 4* A co O O as CO r r N P r e3 N CO O O 0 CO 4* ti CO W O O m CO m O N P N r N N N N N N P N r N CD gr- co 0 0 ot 0 ce 0 its CO CCI CS co ca CO CO NOTES: 1. ANCHOR SPACING FIA e;CT:INZUI:071;WINDOWS: MAX. ON-CENTER (04P90 IA 13 ION PROM TAKE 3 (MIN. 2 VT 0.C. CONCRETE SUBSTRATE) MAX. 8 UT FROM CORNERS DIM. ANCHOR TYPES: 2. #14 STEEL SCREW (05) 3. 1/4" ELCO TAPCON 5. 5/16" ELCO TAPCON PR ODUCT RENEWED "RP/Naa midi the Pbrida 8 ea& . mpoollot boy Wow PlIODOCIIEVIER mmoodplopdalbt Rift Atespotam Dale //A 2. ANCHOR SPACING COR WINDOWSHAPrOTHgRTH&RISCIUARE OR RECTANGULAR: FIND THE SMALLEITraDoWSBIE3N Le 3 TilE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY F7T WITHIN AND USE THE ON-CENTER DIMENSION FOR THE RESPECTNE ANCROR TYPE ARdIND 'THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8 VT FROM ANY CORNER, mow gybe Mir 8 • RIRRIMERT • • MX MINNOWS? ORNE NO100109. R.34105 P.O. ISQX fan MON* FL 3401 ANCHORAGE, WOOD SUBSTRATE 741 UkfINUM PICTURE WINDOW IMPACT •Misladi au* PE IP30712 Otrueland TABLE 4. ANCHOR ON -CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE ANCHOR TYPES: it< MI WINDOW "Y" DIMENSION 1. 012 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3. 114' ELCO TAPCON 5. 5/15' ELCO TAPCON 5. 5. $ DIM. XY XYXYXYX X Y XYXYXYXY X YXYXYXYXYXYXYXYXYXYXYXYXY4 } 11 1 Ix 19/6 zl I I 1 9116 61 1)-1 91/6 81 x 9111 L 1 }1 41191 Ix 1 916 ZL I I> 11. 1 Ix l ere z11 I }1 11. 1 1X1 911/ L 1)-1 8/9 9 1x 1 s/6 z 1}1 v1 L 1x 1 8 /6 I. L L IX! 91// L 15.1 411 t Ix1 are z1. I>-I et. 1*1819U I>'I 49.0' 0.C. ere 1 I . en 1 I esz1.1 01 [ esa1 I [zn l e/e z1. l [ Z/L a1] 4/1 6 I 14/1 9 I Ie1£aLI I 4/4 8 I 1 4116 I CO IesZLI CD 4/1 8 - 1 I 11 1 [ 1 I I t1 1 1919a I 54.5" 0.C. 9/9 of I en 1 I 9/9 01. 01 I 919 011 1 Zit 9 I 1 915011 1 m. 1 18/8 011 4/191 9/9 01 1 4118 I en 8 1 o+ 1es01I 1 V1 8 1 LL 1 9/9 01 I 11 I 1 es 0 11 I 11 191/96 19/9 01 I as 6 Iels01 191/9 1 94 14/1 8 19/9 OL I i1. 1 8x9 01 I 11 I I 8/4 9 1 8/9 01 I Z/1 L1 le/s IZ/111! 1 9/1 L 1 4n L ' 1 Ie/s01 I ZL Ie/9 I Z1 80.7 0.C. Z1 Z/1 ZL 01 I X 6 1 I VI 9 1 Z 1 1 vi et 1 6 1 4119 1 Z1 1 4II8 • 6 a 1 Z1 1 1111 1 1 11 1 Z 11 91/9 61 Zl 1 91/68 1 ac 9116 6 9/1 9 4/1 8 91/3 8 I 11 z1 I LL I 9/L9 9/98 ON 8 ( z/111 ZL v1 11 9/1 9 1 4/4 L 1 9/88 ZL Z1 1 z ' 85.5' 0.C. 4/6 o1I en L 1 41'6 01 I 01 I I4/601I 1 zn9I 14/6 1 v1 Z1_1 1902191 4/191 1 41£ 011 I 4 n 8 1 1 91/9191 m 14/6 co 91/111 1 ( LL 1 4/6011 11 4/6 01 11. 91/111 91.166 (4x6 91/6 8 416 191/681 [91/11 9 1 411 8 [ 4x8 01 [ 11. we 01 I 11 1 91419 1 9/s 9 (41e01 I vi LL [4/e 01 1 2,1!1 1 91/119 4/1 L IPs01 I ZL [ P1801 1 1 Zl 71.0' 0.C, 91/61 111 vi I 81/£1 111 o1 I 9/16 1 1 Z/ 1 9 1 191/61 111 1 vieiI 19111 14491 191/81 11.1 1 6/181 18 7/18 1 C, 191/61 111 1 91/1. 9 1 I 11 I 191s1111 I 11 1 1 91161 111 1 11 I 1 8/9 1 I 1 91/6 61 1 9/16 1 191/6 191/91‘11 1 91/6 8 1 191169 141191 1 9/1. 6 111 I 191/81 11. I 11 I sire 9 es 9 I eIL I Z/1 LL 191/61. 11 I en L L [ 9116 9 I P/1 L 1 9/1. 6 I ZL 191491.14. 91/61 LL I I. PRODUCT Rsrva>;•hfa war the MOM' alias Cade Ilemplosts NodB -1112• Ip >N�� ,' 78.5" 0.C. 4x601 zn 4/£ 01 I 01 I 4x6 01 1 Z/1 9 1 4/6 011 elLzll 4n 6 I 4 48 1 61£01, bn 81 91/1 91 a° 416 01 al 1 914 8 1 11 14/601 I LL 1Psat. I L1 1 9116 1 191168 1 418 01 1 91/8 8 1 4/601 1 91/88 Z/1 9 4n 8 1 4118 1 11 4/901 11 Z/1 9 9/4 8 4/1 8 Z/1 11 4/9 01 v1 11 Z/1 9 •11 L 1 4/1 et 416 01 z4 82.0 91/11111 ZJ1 1 I 9141141 01 I 01 I vt 9 I 91/11111 Z/1 ZL_1 416 8 1 on 91 91/11 111 4/4 8 1 •19 9 1 m 9 LLI 191/£1 L1 1.4 J 18141 LLI 1 ii I 19111 111 LL sits 81 01 I 911£ 61 1 9141 11 91/88 1 8/£9 411 8 1 01 1 11 91/111.1 11 . 1 es 91 os e1 ( 4/69 [ Zt1 11 191/11 11 [ Zii LL 18/19 4/1. L I 1 416 ZL 191/11 11J Zi I 87.5' OZ. es z1 I Z/1 1 I e/4 ZL I 01 1 91/1 8 I en 9 I 9/0 Z11 en ZL I 1 91/10 1 •11 8 1 9/9 Z1 1 wt. 91 91/L 81 0 19/9 21 1 co 1 91/6 1 1 I 11 1 191/91 011 I 11 1 1819 LLL (9/181 191/6 [91/910t 191/9 I9/4Z1 191/e 6 1 91/6 9 I 4/1. 9 1 91 /L 6 I 11 1 I 1 11 1 Ins 9 1 9/9 19111 I v1 11 19/°9 11 v4 LL, 1 91/919 411 4 191/1 1 ZL 1 9/9 Z1 I Z4 93.0" 8/9 141 1 I en. 1. 1 vi 1. I ersII 1 o1 101 I 9/1 01 1 816 6 1 1 V1 9 1 Z/191 es 111 z1 I 1 Zr1Z11Z/1Z11 6 I 91 /18 1 4/1 8 1 f/1 9 1 ex911I e1. I 1 4/1.91 4/1 0/1 8 1 91/1 91 6 1 6 I 1 9(9 11 I zl I 6 1 6 1 8/£ 1. 1 91./11 1 1 1 LL 1 9113 11 v1 oil 1i 1 14 I 1 9/9L11 Z1 1 11 I 11 1 1 4/B 9 I Z/1 9 1 9 3/16 1 9 3/16 1 8/1 011 Z/L 01 91/6 8 1 91x6 8 814 LL ZL 9 3118 1 9 3/18 1 4/1. 9 1 9 1 4n 81 411 8 1 8/68 11 I 11 I es LL 1 ZL 11 1 LL 1 9149191 9 1 ers 8 J ors e 8 81/1 Z/1 141 en it I es 111 z1 1V11.11Z/L 11 1 91/8191 9/9 5 4/1 1 1 411L 6 191/1 9 I zi I et I es 11 1 Z6 I ZL 1 ei PRODUCT REVISED as isaskikta Ascriessra 'I- -- zr , 98.0' O.C. iat•� a. *bolds NOTES: • • • ••• • • • • • •• i. ►NCHOR SPACING FOR SQU4tE.A* QgT UI)d WINDOWS; • • • • • • • • • .Y• MAX. ON- CENTER (0.b) 'X AND Y' DIMENSION FROM TABLE 4 (MIN. 2118' O.C. CONCRETE SUBSTRATE) DIM. MAX. 61/2' FROM CORNERS • • 133 � fa/9 Clot P E PE filITI2 Siudiall 2. ANCHOR SPACING'FOR I DO OTH TH&N MARE OR RECTANGULAR: "X" 'X' .. �--- DIM. --� ••••• FIND THE SMALLES1?4I Q6W SIZE ZN TMLE • • 4 • WH ICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON-CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2' FROM ANY CORNER. re.dq,c ION irrr• °:. rcCrwoloorar+� I f$R9 (Tl6 Pa u� no,ao rt " _ ANCHORAGE CONCRETE E SUBSTRATE ammo -. • ca :: : + � • •.• • • • a� ALUMINUM PICTURE WINDOW IMPACT Ii .1( Behr ail: • .. .. .. • a•• r x or 7714103 m�rr&, Dies • • - - - - - - 11"*"' PW.1 i I NTS ••e 112 4 12 I t aires 42694 a. 11 4 MIAM COUNTY BUILDING CODE COMPLIANCE OFFTCIt (BCCO) PRODUCT CONTROL DIVISION The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI DADS COUNTY, FLORIDA METRO -DADE R.ACiLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MAW. FLORIDA 33130.1563 (303) 373 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Tedmo lov Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Ccntml Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of suck testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA Nerves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series SH -700 Aluminum Single Bang Window - L.M.1, APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 9/1/05, with revision dated 1n46O6, prepared by POT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shalt bear a permanent label with the manufactures s name or logo, city, state and following statement "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a rancid application has been tiled 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 Miand -Dada • • • •' County. Fl�da; an8.fdlowed by the expiration date may be displayed in advertising literature. If any portion of the i iOA is display"ech then it shall be done in its entirety. satImllilluandsobliwns INSPECTION: A copy of this entire NOA shall be provided to the user by the manuf or its disttibutors and shall be available for i at the job site at • • • • Tlris NOA consists of this page 1 and evidence request of the Building Official. Pag pages E-1 and E-2, as well as approval dement mentioned . • above. ' • • • . • • .•.. • Monk • NbANo01i-•(0�18.01 Expiration Mae: Mae: #1 Approval Date March 23, 2006 Page 1 • • • • • • • •• • • • • • • ••• • • • ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • 1. GLAZING OPTIONS: (SEE • DETAILS ON SHEET 2) • • • • • • • • • • • ••• • • • • ••• A. 5118' IAN CONSISTING OF (2) UTES OF 118' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXINEEPSAFE MAXIMUM PVB INTERLAYER. B. 818• LAMA COQ OF (1) LITE OF 1A3' ANNEALED GLASS AND (1) UTE OF 118' HEAT STRENGTHENED GLASS W M A .090 DUPONT BUTAC1T OR • 8 EXIA�PSA¢E MAXIMUM PVB INTERLAYER • • • •• • ••• C. 8/18' LAMA common OF (2) LITES OF 118' HEAT STRENGTHENED GLASS W1Th AN .090 DUPONT BUTACTTE OR SAFLEXIKEEPSAFE MAXP4UMtsidi INT ALAYERi • • 0.7118' LAM CONSISTING G OF (2) UTES OF 3118• ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXAKEEPSAFE MAXIMUM PVB INTERLAYER E 718' LAM CONSISTING OF (1) UTE OF 3IrA HEALED GLASS AND (1) UTE OF 3118• HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACIT£OR • •. • • • • •. • 6A DRAWING MAP 2. CONFIGURATIONS: •0XC (111, VIEW AND RADIUS TOP. ALL W1 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 130098. B. POSITIVE DEAL LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTMI E 1300.88. 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. SHUTTERS ARE NOT REQUIRED. 8. FRN18_ AND PANEL CORNERS SEALED WITH NARROW JOIN SEAIANTOR G SKET 7. REFERENCE TEST REPORTS: FTL -4845. FR-4648. FTL-4847, FTL -4848 FfL -4849. FTI. FTL -4651 AND FTL -4723. 8. SERIESIMODEL DESIGNATION 814700. ALSO REFERRED TO AS 814701. +a•eer aer famif Dr Dar Zion* cook • FX 1421108 i GENERAL NOTES: IMPACT SINGLE HUNG WINDOW J. 13116 LAM 10: (1) UTE OF 118' HEAT GLASS. A1N1 AM WA CE AND 7118 LAN CONSISTING OF (MUTES OF 3118' ANNEALS] GLASS WI H AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER K 13118• LAM 1 : (1) UTE OP 11r HEAT STRENGTHENED GLASS. AN AIR SPACE AND 718' LAN COI TMIO OF (1) LITE OF 3118' APPEALED GLASS AM (1) UTE OF 3118' HEAT Wf STRENGTHENED GLASS TH AN .090 DUPONT BUTACITE OR MAX8JM PVB. L 13118• LAN 10: (1) UTE OF 118' HEAT GLASS, AN AIR SPACE AND 7118" LAM CONSISTING OF (2) LITES OF 3118• HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACRE Oft MA)WWM PVB INTERIAYER F. me• LAM! CONSISTING OF (2) LITER OF 3118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTA(XTE OR MAXOMAN P1� YER G. 13118' LAMB IG: (1)UTE OF U8• HEAT S1I IGU GL ASS. AN AIR SPACE AND 5118' LAN CCNSISTWG OF LUTES OF 1A! AI�ALLED GLASS WITH A .090 DUPONT BUTACITE OR MAXIMUM PVB PIWR YE H. 13118' LAM IQ (1) LITE OF 118' HEAT STRENGTHENED GLASS. AMA ASS. AN AIR SPACE AND sir L OF (1) UTE OF 118 AN NEALED MASS AND (1) LATE OF 'WHEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR MAXIMUM PVB IITERLAYER L 13118' LAM 10: (1) UTE OF 1A" HEAT BTRB1G rHEPED GLASS, AN AIR SPACE AND W18' LAN CONSISTING OP (2) LLTES OF 118' HEAT STRENGTHENED GLASS WITH AN 090 DUPONT BUTACITE OR 18 MAXIMUM P LNTERLAYER craw MAXIMUM PVB. • • RwIlOar Neadm A ADD F71. -4723 TO NOTE 7. TECHNOLOGY OHNE NOKOIIB, n. PO 1'911 1101011,1 1L 34V4 GENERAL NOTES vPICI ek ALUM. SINGLE HUNG WINDOW. IMPACT swop I Nrsi 1 . ft 1 4 • • • • • • • • • • •• • • • • •• • SHEET • NL NOTES.. _.._ 1 GLAZING DETAILS. ....... 2 DESIGN PRESSURES.._.3 EL EVAN... 4 VERT. SECTIONS---- 5 HONE SECTIONS 5 PARTS UST 8 EXTRUSIONS. 7 CORNIER DETAIL .............. 7 ANCHORAGF .„....8 -11 Appealed as ewelr$ia3 with tee F7�14aDtidhaCi111 _ _ DO* Robert LChQPE HE Struclund L r 1B' ANNEALS) OR HEAT STRENGTHENED G ASS MO SOLUTIA OR DUPONT PVB NNERLAYE R 111r ANNEALED OR HEAT STRENGTHENED GLASS 5118' NOM. 5116' LAMINATED GLASS liar 11? NOM. GLASS BITE 1 1/2* NOM. GLASS STE I 1111' ANNEALED OR HEAT STRENGTHENED GLASS .080 SOLUTIA OR DUPONT PVB LNTERLAYER --- 1r ANNEALED OR HEAT STRENGTHENED GLOSS stir LAMINATED AIR SPACE 110' HEAT STRENGTHENED GLASS 1318' NOM. 13116• LAMI IG GLASS W/ 5116• LAMI OVOTECIOIOLOSPIORIVE P.O. moms, FL says WM MI NORMS FL3CO4 3HE ANNEALED OR HEAT STRENGTHENED GLASS . Ir .080 SOLUTIA OR DUPONT PVB INTERLAYER 311E ANNEALED OR HEAT STRENGTHENED GLASS 7/18' LAMINATEI 7/16' LAMINATED GLASS assures sMno n r 13/16' LAMI IG GLASS W/ 7/16' LAMI • • • •• .• • • • • • • • • • • • • • ••• oaf mete • • • •• • • • •• • • • s• • • • • • 1? NOM. GLASS BITE 1 3116 ANNEALED OR HEAT STRENGTHENED (LASS 2080 SOLUTLA OR DUPONT PVB I NTERIAYER 3/18'AN#IE LED OR HEAT STRENGTHENED GLASS 7HB" LAIIBNATED AIR SPACE tt8' HEAT STRENGTHENED GLASS 1318' NOM. GLAZING DETAILS ALUM. SINGLE HUNG W/NDOW. IMPACT FFuI I 2 • 11 4040.20 • • • • •• • • •• • • • • • . • • ••• • • • . • • • • • • • • ••• • • • • • • • • •• • • • ••• • • •• • • • • • ••.a g crera k t rifi smort g> SECTIONS) ••• •• • • • • • .•• •• 111 WINDOWS WITH HIGH SILL OPTION A.B.G.H 0.8.0.11 M.0.11 A,B.G.H 28" 32 37" 40" 44" 48' 53 1/8' 40A58 TYPE A.8.0.H UP TO 53 118'' C.D.E,F.U.ILL r;r TT, 12 liar 16 3m' +70.0 +70.0 +70.0 +70.0 +70.0 +70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +700 -70.0 +70.0 - 70.0 +70.0 -70.0 +700 -70.0 +70.0 -70.0 -70.0 -70.0 700 -70.0 -70.0 -70.0 +70.0 +70.0 +70.0 +70.0 +70.0 +68.3 461.4 -70.0 +70.0 -70.0 +70.0 70.0 +70.0 -70.0 +70.0 70.0 +70.0 -70.0 +70.0 -70.0 +87.6 -57.6 +58.1 -58.1 +58.6 -58.6 +55.2 70.0 +70.0 70.0 +59.0 48.0 451.3 51.3 +50.0 - 600 448.8 -70.0 467.6 47.6 +54.2 -542 +57.7 -57.7 +56.1 -58.1 +54.7 -70.0 +60.2 -60.2 449.6 49.6 453.7 -53.7 +32.8 -52.9 +51.7 -68.3 +58.3 -56.3 +45.1 45.1. 449.5 49.5 4486 58.6 +47.8 41.4 +51.6 -51.6 +40.8 50.8 +44.6 -44.6 +43.8 -43.8 +42.9 MASS TYPE 32" G H 37" : G 4r �G 4 " 48 531A" UP TO 53 ;��i7 40" 44' 48 83 1/8" UP TO 53 416" FL 11111i 80" +70.0 +70.0 +70.0 +70.0 -70.0 -70.0 -70.0 -70.0 +70.0 +70.0 +70.0 4872 -70.0 -70.0 -70.0 -67.2 +70.0 +70.0 +696 +62.8 -70.0 -70.0 49.8 42.9 74" +70.0 +69.4 +632 +572 +70.0 70.0 4M.4 432 -572 -70.0 BASS TYPES: A. VW LAMI - (1/8 N4NEALED..080,U8" ANNEALED) 8.6118' LAN - (1W AIBIEALED..080,1/8' HEAT DIED) C. 5118" LAM - /8' HEAT STRENGTHENED 1/4• HEAT D. 7118+ LAMI - (3118' ANNEALE),.080, 311 ANNEALED) E. 711r LAW - (3118" ANNE*LED,.090, 3118" HEAT STRENGTHENED) F. 7118' LAW - (3/18' HEAT STRENGTHENED,.080. 3(18' HEAT STRENGTHENED) G. 1311r LAW 10 -1/r HEAT STRENGTHENED. AIR SP 8118' LAMI - 114 tare SIAM . t+,nrtr motor A anew JJ. F7L4123 7DC1AW TYPEBA, Q 1W10 +80.0 -80.0 +800 40.0 +80.0 , -80.0 +80.0 X0.0 +80.0 ' -80.0 29314" WINDMI HFJGHT 50 WV' 89 - 83" - 711'" +50.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 ' -80.0 +80.0 40.0 +68.1 -08.1 +74.4 -74.4 +68.6 -69.6 +572 -57.2 +68.0 48.0 +83.3 43.3 +840 -64.0 460.5 -60.5 +57.4 -57.4 458.6 -58.6 +56.5 -58.5 +53.0 -53.0 +53.5 53.5 4 63.4 f -63.4 +52.0 -52.0 +47.9 -47.9 +48.3 58.3 ALL 38 31r TO 78" H1034 WINDOW HEIGHT OVER SASH HEKH T 50618" 21811 tl@0OMI8. FL 31215 P.O.00X Ota t, R 3427+ TABU 1. +80.0 -80.0 a 83" "' MEETING RAIL "X' MEETING RAIL 7P 72" 28 1311 s w • •p• • • •• • • 74" 30 • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • •• • • • •• ••• •• • • •• a • • • FTL -4845 FTL -4848 • • • • +70.0 78" .31711 TEST REPORTS TABLE 4. FTL7847, 4648.4723 A FTL -4847, 4648 c • FTL- 4547 4848 FTL -4845 4851 4723 FTL H.13118' LAM (G - 118" HEAT STRENGTHENED AIR SP . 6118• LAM) - 118" ANNEALED 114" HEAT STRENGTHENED FTL 4851 L 13118" LAIS 10 -118" HEATS AIR SPACE. 5116" LAW - (V8' HEAT STRENGTHENED 090.UB' HEAT 1®) FTL- 4646.4881 J. 13/18" LAW 10 -1B" HEAT STRENGTHENED MR SPACE. 7116" LAW - (3II6 *NNEALE0,.090, 3118' ANNEALED) FTL-4849. 4850 K. 13/1r LAM' IG - 118' HEAT $rRa4o HB1® AIR SPACE 7116' LAM) (3118' ANNEALED 090 3118' HEAT STRENGTHENED) FTL 4500 L. 13/18" LAW 10 - 118" HEAT STRENGTHENED. MR SPACE, 7/16 LAW - 8' HEAT STRENGTI56NED.. ■ ■ 3/18" HEAT STRENGTHENED FTL-4849. 4850 NOTE WMDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE 06810N PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DEMON PARES ARE tCTED. DESIGN PRESSURES ALUM. SINGLE HUNG WINDOW, IMPACT Vest* � I N TS 1 3 w 11 f -20 • • • • • • •• • ••• • • •• • • • • • • •• ••• • • •• -70.0 -55.2 -488 -54.7 51.7 -47.8 -42.9 -70.0 • • MEETING RAIL X Approve ••••mpiyt•{ with the i10,V •l � &7f1=AO_] Mod Dadi 'drb Rabi! L C1rk P.E. PE 4311712 tittooduol v - -,' ...'W[ _,T. ' ?' OPOOKI ` ' 1 ' a .___ .. L ME DETAIL BILL TELL A 34 V2' 34 3118" 13 41518' 41114 C 41 114 40 7/8' D 52 Br 52 1!4 52 : ,T1-" , 0 DETA11. 8El A 34 1? 34 3118" 8 27 7118' 27 118' C 27 7118' 27118' D W 15314' E 18 xr 15 314' i =J DETAIL D VIEW (cusrOM SASH) TS' MAX. HEIGHT NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETALS. 2. SEE SHEET 7 FOR CORNER DETAIL VEINS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SEE TABLE 2, SHEET 3 FOR STANDARD SASH FiT$. DETAIL B VIEW (STANDARD SASH) DETAIL E RADIUS TOP (CUSTOM SASH) • • • • • • SEE OLO • TABLE • • ••• • • • • •r •• •• • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• SEE DLO TABLE DETAIL C RADIUS TOP (STANDARD SASH) • • • • • • • • • • • • •• • • • • •• • • 78' MAX. • • HBGFTT aT.7T- ,, - i lwOw PAW Dade SECTION B-B (LOW SILL SHOWN) 2.330' (LOW S81) (SEE NOTE) 1 • • ... .. • • (SEE NOTE) • • e • • • • • �'� • • • • • MAIL VENT DAYUGHT OPENING BALANCE PARTS USED ON SASHS `IO LBS NOTE ONE SWEEP LATCH LOCATED ON VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS LOCATED 8' FROM EACH SIDE OF VENT. ULTRAUFT .+• ® ULTRAUFT ONLY ONLY ALTERNATE HIGH SILL I I I I I I I 111 irk . MAX. MGM LITE DAYUGHT OPENING . MAX WIDTH SECTION A, A - 0 0 Imo-- -2717 SECTION GC RADIUS TOP (HEAD DETAIL) BALANCE PARTS USED ON SASMS 240 LBS 14 &1 2.717 30 31 34 35 38 37 ITEM r 2 1155 3 4003C 5 1628 LI 4004 y it - 9 4029 i 12 13 1085 14 4029-1 15 18 1080-1 17 4053 ,f 19 20 1086 21 4054A x 4006C 25 1235 26 1096 27 1018 1226 4008 1288 1622 1052 1224 38 1225 41 40398 42 40448 44 4222A 45 985C 49 4087 52 4009 53 1086 54 2740 55 1014 58 11130 K 58 1073 1824. 80 1635 61 69 ARAM DM OR OW .K PJC Vey RAAGE FRAME HEAD X 1.000 QUAD PM SMS FLANGE FRAME SILL (LOW 811±) ADH058VE OPEN CELL FOAM PAD 612229 7PAD1826 R.ANGE FRAME JAM SASH STOP UFIA-TIL SASH CALDWELL ALUMATILT BALAt4CE, BAL COVEFt, RIGID VINYL sir 88 X 'i F. BALANCE sarrota (RACKET BALANCE, 670 ULTRA-UFT BALANCE COVER - 84053 WISH BRACKET SWEEP LATCH GIAZING WX3RIU. KIT WWI SILL LA 0- OW 7134009 82740 61014 71630 x. CP 31 71631 ` 61624K SCREEN SPLINE - .135 DIA. HARD 81635K 61818 : SPRING 7 LATCH SILL LATCH (EGRESS) (HIGH SCREEN CORNER KEY W /RINGS SCREEN CORNER KEY W /OUT RINGS SCREEN SPRING SCREEN SPUME - .135 D40. FOAM SCREEN CLOTH . A moans :tx�: IVO ("MOE 1MSBNEkT 1 DESCRIPTION LONG BEAD 13/16' LAM1 LG. 1: D 0 505 1161 4051A 4050A • CIAAM G TAPE, 1/16 X 112 - 7/16 LAMI _ SASH BOTTO?RAIL (HIGH S#1) • • . . • FLANot buys W ,1, Obi du, • '. : • islucolk.bow a9. EQ1/0/• • • • • S H8' �1 080 '118" A. GLASS, LA IL 1/8%.. A) B. GLASS, 5118' LAI18, (118"A..090 PVB,1A1HS) C. GLASS, 5116' LAW. (118143.0,0 • Y13,1O5i3) • • • • • D. GLASS, 7/16' LAWS, 078 PCB. Al. • • E GLASS, 7116' LAMI. 0/7A..69QPe, - • F. GLASS. 7/18' LAMI. (118lisi080 PAM • G x. 13118` LAW 10 1/8'HS, AIR SPACQ.5118" LAM1 (118'A..090 PVB,1B'A) H. GLASS, 13/18` LAIN 10;118146, AIR SPACE, 5/16' LANG, (1/8'A,.090 PVB,1B1HS) 6533402 708X1 628V1510 64051 L GLASS, 13/16'tAMI 1G, 118115, AIR S PACE, 5116' LAM{, (1/8"HS.000 PVB.1/8'HS) J. GLASS. 13P18' LAMI 1G;1B'HS, AIR SPACE, 7/16' LAMI. (3118A,.090 PVB.3118•A) K. GLASS. 13118' LION! 1G;1/8'HS, AIR SPACE, 7/18" LAMI, (3/1871/4.090 PVB.3H8'HS) L GLASS, 13/18' LAZY 10; 118.113, AIR SPACE, 7/16' LAMI, (3116145,.090 PVB,3H81HS) 11731 63 64 67 88 89 70 80 81 82 83 84 85 88 87 88 89 90 ' 91 16/0 TECHNOLOGY ORM P.O. 13211 NOKOM3,F1.3074 VW& &oar PARTS UST ROE • ..• GLAZING EL Pink •:• 88 X 1.000 PH. J � _ X .t�( • • ALUM. SINGLE HUNG WINDOW, IMPACT saw A/TS • 16 t t I 40KA -20 Arimfe4 at •00•001Ias tb ots ,te*f •F 3(1T !!' ! Mimi ;we :7•434 By ROM L ant. PL PE IOW 12 Slroduril .• • • •. •� • • • • • ••• • • • • • • t1, • • • • • .. • O FLANGE FRAME HEAD 84002A.6063 -T8 Doke leambee ihmidme (I) FLANGE FRAME JAMB x{004, 6083 -78 (USED AS RADIUS TOP HAD) 21 FIXED MEETING RAIL 23 SASH TOP RAIL 94054A. 606314S -18 #4006C, 6063HST6 O FLANGE FRAME SILL (HIGH) 14050A.8093 -76 Fx { 1 �� A .► � ig NOIMANQE7F� SHEET .K I /TAUT I J.4 l O FLANGE FRAME SILL tLOW) 94003C.6063_TO .162 490 SASH STOP . 80063 •5 O SASH BOTTOM RAIL (KW 84081A, 063-T5 1+1.513 - H .T38 1 Et .040 17 SASH STOP COVER 84053. 6011345 O SASH BOTTOM RAIL(LOW) #4007.6083 -75 IWO IECHIIOLOGY ORM p G i 1101M•AIS. HAWS Nano Is.R 34V4 VMd6+ Seca. I • •• ••• •• • ..• • ••.• 11 SEALANT OR GASKET AT HEAD AND SILL are- • • • • • • • • • • SEALANT ALONG ENTIRE JOINT • •• VIEW D-D VIEW E-E (1N b VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION --•1 1.165 1-..-- FL .$i8 1.349 ,�6.- �___ T I 41 GLAZING BEAD. 5116' 68.6063 -75 31 SASH SIDE RAIL 14008. .moo- 1678 GLAZING BEAD, 5116" 9404413. 838348 USED WI GR0I KIT) .uar, I .878 1.096 1- T O GLAZING BEAD 7/16" 84222.6063 -T8 .683 6� -1097 . "4"L.2 GLAZING BEAD, 13116° IG 14087, 8083 -Ts 45 GLAZING BEAD, 7/16" 59650.8083 -75 (USED a1 GRILL TM) EXTRUSIONS & FRAME CORNER DETAIL ter ALUM. SINGLE HUNG WINDOW, IMPACT sweribas WOO Ma l • 11 f u•r••r 404040 lA • c 7ti � m &ifIU 13 Ili 1111111 E IEi1DUEA1EIU ® ®EI 1313 El13 1 1 1 1 1 M 1111.11111 SIBIU lilE313111 ® 3IanEMU E]13 130 11E1 LIU ©© 1 1 1 1 1 1 1 1 2 112 112 212 212 1 2 213 2 3 212 313 213 212 314 314 1 1 1 1 1 1 1 1 2 1 1 1 1 1311i DUHU 111311i 131EIEWIEILI L113 Ili1E1 ®E17EllE1 EMI E 1E U EI 11 KL 1 1(2 112 A,B.G,H 1 1 1(2 1(2 C,D,E,F,I,J,K,L 112 112 A.B,G,H 2 2 A,B)0,H 2 2 1(2 1 C.O,E.F,I.J,KL Z 212 112 A,B,G,H 2 12 112 C,D.E,F,I,J,K,L 2 53 1/8' 213-1(2 1 1I1 1 1 • 2 1(2 2 1 22 1(2 2 2 1 2 2 1 1 2 2 1 2 2 1. 2 213 212 1r2 213 2(3 2(2 213 2 3 2[2 314 214 213 414.314 313 2 1 1 2 2 1 2 2 1 2 2 1 1 1 2{{3 222 112 223 212 2(3 213 323 223 212 323'23 2f3 213 112 213 2(3 212 213 213 212'314 314 213 415 314 31 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 CHORAGLFOR 1N moo* Paw YE: TYPES of TYPE HEAD -181? FROM JAMBS ABOVE MEETING JAMBS BELOW MEETING ANKaIORS NOT REQUITED 5116" LANG - (118' ANNEALED,.090,15' . 5116" LAMI - (118" ANNEALED,.090,118' .5116" LAMI - (1/8" HEAT D. 7/18' LAMI - (3/18' ANNEALED,.090, 3/1 7/18' LAMI • (3/18" ANNEALED,.090, 3/1 . 7/16'' LAN LA - (3116• HEAT 8' WAIN IG -1/8" HEAT 13/16" LAMI10- 1M'HEAT 13116" LAMI 1G -118' HEAT 13/18' LAMI IG -118' HEAT 13/16" LAMI IG -1/8' HEAT 13116" LAMI K3 -118" HEAT 1 l 07 A NO CHANGE fleSs&EEr 1/2" FROM TOP CORNERS FROM BOTTOM CORNERS AND 6" BELOW MEETING RAIL so 1/r 63' STRENGTHENED) .1/8' HEAT STRENGTHENED) NEALED) T STRENGTHENED) ) 3/1(r HEAT STRENGTHENED) NR SPACE, 5116" LAMI - (Ur ANNEALED,.090,1/8'ANNEALED) AIR A SPACE, 5116' LAMI - (118" MNEMED,.090,1/8" HEAT STRENGTHENED) ) AIR SPACE, 5116' LAN - (1/8' HEAT ,.080.1/8' HEAT STRENGTHENED) NR SPACE, 7/16" LAMI - (3(18' ANNEAL® ,.090. AIR SPACE, 7/18' LAMI - (3/16" ANNEAL.ED.080, 3116' HEAT STRENGTHENED) AIR SPACE, 7116" LAMI - (3116" HEAT STRENGTHENED..090, 3/18" HEAT STRENGTHENED) T 2 1"4" Tor 711" • 3 • 1 1 12 2 3 mENl»�3EI ®® ®E 3®�UILIMIDI] ® ®LI 3 C,D.E,F,I,.LK,L 2 2 2 2 112 1121(2 213 213 2(2 213 213 2 2314 213 213.314 314 213 4(5 3I6 31 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 213 212 213 2J3 212 3 3 213'213 313 212314 314 211 2 2 2 2 2 2 2 2 2 3 2 2 3 3 213 213 2L2 213 213 2 3 314 214 213 4T5 4 3 313 416 -418 31 2 , 2 2 2 2 2: 2, 2 2 2 2 2 a 2 2 213 213 212 213 213 213 213 2 3 213 323 2(3 222 314 3 4 223 2 T EL 2 2 2 3 2 3" 3 213 213 213 314 2(4 213 314-214 2j3415115 314 516 418 31 A.B,G,H 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ACING BASED ON THE FDLL 213 C1 1N0 1 2 `2 2 3 2 31 3 314 214 213 2 4 213 213.213 213212 314 214 213 4 4 • • ••• • ' s • i • NOTES: ••• • 1. ANCHOR TYPES: 1 -114' ELCO TAPCONS 2 -114' ELCO SSMC CRETE -FLEX •• •3 "01 SCRIMP • . • • • . •• 2 TP rALL•1j1'w ws 81 MIAMWADE COUNTY PER ••• TABLES. • • • • • • • • • • • ,,,o TECHNOLOGY O ANCHORAGE SPACING, 1/1 WINDOWS Naccess. FL um na east sea Ma ALUM. SINGLE HUNG WINDOW, IMPACT cMs q. 4v4 Vitally galftwal IMO NTS 8 w 11 404040 3. FOR MOWS INSTALLED OUTSIDE MIAN -DADE owgrO jbtL DESIGN PRESSURE, USE 1/4' • • • 4X • 7APC(4S,1/4%SS4 CRETE -FLEX, OR 612 SCREWS • • &ma N4CHOd QUANTITIES SPECIFIED PI TAME B oo • • • LOCIASS WE AAND ANCHOR TYPE 1 INSTALLED coNcRETE 4. ANCHOR QUANTITY KEY: HEAD -- JAMB ABOVE MTG. RAC --� JAMB BELOW MTG. RAL 2 23 I APInsrai sassfigisg wUb MAIN Dour 0 ?CM • •!L!11- iAlsml r ... Preast: Robert,- C1rk P.E. PE 314712 gragaril • ••• ;y v ti lCH drsl.► E NOTES: • •" • 1 . ANCHOR TYPES: 1 -114• ELCO TAPCONS 2 -V4"EL OSgtCRETE -LEX • • • 3 -91i FR S • • • • NpOW$ • ZA S ALL $1'AN VIEW AND RADIUS TOP . • . 9V MIAIi -DADE COUNTY PERTABLE T. 32" 37" 44" 48" 531!8" 111 212 1 1 111 2(2 1 2 111 212 1 2 111 222' 2 111 222 2 111 212 2 2 111 2 44" Sr' O 1 1 :I P 1 1' 1 1 111 111 211 111 - 111 211 211 111 212`2 1 1 1 1 1 1 1 1 1 1 2 111 111 212 212_ 212 212 - 2[1 3 2 21 1 1 1 1 1 1 1 1 1 1 1(1, 111 212 2(2 111 212 212.211:312 1 1 1 1 1 1 1 1 1 212 111 212 212 2 1 212 212 212 312 312 1 1 1 1 1 1 1' 1 1 1 212 1(1 222 212 211 22 212 22 322 322 2 2F2 2T1 212212 212 312 212 2 2 313 313 1 1 2 1 2 1 2 2 2 2 N 2 2 2 2 •2 211 312 211 211 1 1 1 ' 1 212 312 312 212 1 1 1 1 212.412 312 VT 1 1 1' 2 2 413 313 "1 1 1 2(2 322. 312 1 2 1 1• 31 212 312 413 313 312 1 1 1 1 2 2 221 2 212 222 22 222 222 322 222 2[2 212 212 212 212 312 212 212 413 313 2 2 2 2 2 2 2 2 2 2 EIIR 13 II El EMU Ell EMI M 1111113 M FM MI EAU EMI DEIFY ® ® ®® EAU LIU ® ®MI EMU ® 2 _ 2 12 212 212 3112 212 212 313 2T2 212 413 3 23 2 2 2 2 2 2 2 2 2 2 EMU HMI [I© ®F EMI E 3® ] ®E� ®F ®E�1M7�) 2 _ 212 312 212 212 313 313 212 413 313 222 322 32 222 312 413 413 312 2 2 2 2 312 614 413 313 2 2 2 2 2 312 5 4 414 413 2 2 2 •• C,D.E,F,I,J,KL A,B C,D,E.F,I,J,K,L A,B.G,H C,D,E,F.I,J,K,L A,B C,D,E.FJ,J,K,L A,B C,D,E,F.I,J.KL A,B C,D,E,F.I,J,K,L A,B.G.H C D,E,F.I,J,KL A,B,G,H R" HEAD -18 JAMBS JAM53 ANCHORS ANCHORAGE FOR TANDARD VIEW AND R 11)110$ TOP WINDOWS SUBSTRATB NOOW HEIGHT ANCHOR TYPES ' -� C Q N 38 318" vrilDTH TYPE WINDOW GLASS 19118" ALL TYPES GAS LS TYPES: w,. r r a.ws • FA a FK are VIANO far MINX Norm A es' are 4.L 1WIOANI 1 2 2 2 inn 111 1 1 12 111 1 1 212 111 2 2 212 112 2 2 212 2 2 CORNERS RAIL 212 212 FROM ABOVE MEETING BELOW MEETING NOT REQUIRE) -1 7 RAIL -1 IN SILL NO CHANCE TNIS1IEET V2" FROM TOP 5" FROM BOTTOM AND 25 1/2" AND 6" 80 CORNERS CORNERS O.C. BELOW mt.ILlfil©EILIUH Milli Mi M LIUE J MI ILIILIIM MZI LIB EMU 2 2 2 2 3 2 3 2 212 212 212 312,212 212 313 213 212 313 313 212 414 313 313 514 414 413 2 2 2 2 2 2 2 2 2 2 2' 2 2' 2 2 2 2 2 2 MEETING WO NOI0O4I13. Rt.34V5 P.O. (WOE Ma NO ON& A.31?,A RAIL A. 5/18" LAMI - (116" ANNEALE0..090.18" ANNEALED) B. 5118" LAMI - (V8' ANNEALED..090,118" HEAT STRENGTHENED) C. 5118" LAM - (118" HEAT STRENGTHENED..090,1/r HEAT STRENGTHENED) D. 7/18" LAM - (3118"ANNEALE D..090, 3I18"ANNEALED) £ 7/18" LAMI - (3/18' ANNEALED..090. 3118" HEAT STRENGTHENED) F. 7118" LAW - (3118" HEAT STtBENGTHENED,.090, 3fl8" HEAT STRENGTHENED) 0 13/18" LAM 10 -VS' HEAT STRENGTHENED, AIR SPACE, 5/18" LAMI - (1/8" ANNEALED „090.1/8” ANNEALED) H. 13118" LAM IG - V8" HEAT STRENCITISNED, NR SPACE, 5118' LAM - (198" ANNEALED.. 090,1/8" HEAT QED) L 13118" 1A118IG - V8" HEAT STRENGTHENED. AIR SPACE, 5118" LAM - (1/8" HEAT STRENGTHBN,.090,1M" HEAT STRENGTHENED) J. 13118" LAM 10 - 1/8" HEAT STRENGTHENED, AIR SPACE, 7118" LAM - (3118• ANNEAL ®,.090, 3/16" ANNEALED) K.13118" LAMI IG -1/8" HEAT STRENGTHENED, AIR SPACE, 7118' LANG - (3118" ANNEALED,.090. 3118° HEAT STRENGTHENED) L. 13118" LAMA ID - 1/8" HEAT STRENGTHENED. AIR SPACE, 7118" LAMI - (3118" HEAT STRENGTHE NED,.090, 3116" HEAT STRENGTHENED) Beam TAW, 63" r4, 74. tfri ; • • • • • ••• • • • • o.•rs ANCHORAGE SPACING, STANDARD VIEW AL UM. SINGLE HUNG WINDOW, IMPACT 3. FOR WINDOWNNSTALLED OUTSIDE MIAMI-DADE • DESIGN PRESSURE, USE 114• • • 23AQ ON _ 114 VS4 CRETE FLEX, OR 012 SCREWS . • A *THS MOP= QUANTMES IN TABLET • • GLASS WE A AND ANCHOR TYPE 1 INSTALLED • • • IN CONCRETE 4. ANCHOR QUANTIIY KEY: HEAD 4_ 2 JAMB ABOVE MTG. RAIL 2 3 JAMB BELOW MTG. RAH. awe 9 w 11 n•r••• 4040-20 t Robot L ask. P.E. PE 09712 Stmekind TRI► ANCHOR TYPES ; - - OP T HT • _ L 283/4* 383/8" 44" 50518" 60",83" 72",74,717 • 1 _QQQa - o 3 ! Q ". 1 .. H 1 WIDTH TYPE 18116' D , E, F, J,KL 1 1 1 1 1 1 1 1 1 1 1 -•l• L* 1 1 1 111 111 111 111 111_111 117 � 21 1 2 1 1 2 1 2 E1 ] 1 3 i Zr D, E, F, J, K L 1 1 1 1 1 1 1 1 1 1 1 1 1 1 112 112 111 112112 111 212 112 _ '111 212 211 312 212 2 1 412 312 311 !' D, E, F,J,KI 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 112 1(2 1 2 112' 1[2 112 212 21 - 212 212 212 412 912 312 512 412,�3I2� 37" D, E. F, J, K L 1 1 1 1 1 1 2 2 1 2 2 1 2 2 1 2 2 - 4 1 1 2 1 2 1 LIU 2 1 Hum] pH 2 1 2 3 2 2 2 2EAl2 3 L 1E10 4 pm 2 40" D, E, F,J,KL Z 2 2 2 2 2 2 2 2 2 2 2 2 112 112 1 2 2 2 1 2,112 2 212 212 212 312 2 2 2 21 2 4 2 2 312 3 312 812 412 412 44" D. E F, J. K L 2 2 2 2 2 2 2 2 2 2 2 2 2' 2 2 1 3 112 112213_212'112 213 212 212 313 212 212'413 412 312 613 512 412 48" F , L 2 2 2 2 2 2 . 3 , 2 , 3 2 2- 3 -, 2 2 3, 2 113 113112 213 213 112 213.213 3 3 213 212 513 413 312 613 513 412 D,E,J,K 2 2 2 2 2 2 3. 2 2 3 2 2. 3 2 2 2 2 2 112 113 112 1 1 2 . 213 11 212 213 212 212 233 2F2 31 413 3J2 432 5112 412 691A' FA 2 113 1I3'112�213 213 212 3 213 212 3L3 213 2 2 513 413 312 713 613 512 D. E, J. K 2 2 2 2 2 2 3 3 2 3 3 2 3 3 2 3 2 2 113 1`3 2,3 2131212 213 213 212 313 213 21 413 413 312 613 412 412 SPACING BASED ON THE FOLLCBYBIG HEAD -1812 FROM JAMBS ABOVE MEETING JAMBS BELOW MEETING ANCHORS NOT REQUIRED YA�i CARNERB RAIL -17112 FROM RAN, -6" BELOW IN SLL TOP MEETING DIPS: CORNERS AND 251/2" O.C. RAIL (15" MAX. FROM BOTTOM CORNERS) - 911,132fai D. 7/16" LAMI - (3118' ANNEALED,.090, 3/16' ANNEALED) E. 7/18" LAMI - (3/16' ANNE.ALJ:D,.090, 3/16' HEAT STRENGTHENED) F. 7/16" LAM - (3/16" HEAT STRENGTHENED,.090, 3/16" HEAT ) J. 13/17 LAMI Ki -1/8' HEAT STRENGTHENED, AIR SPACE, 7116' LAMI - (3/16' AONEALED,.080, 3/18' ANNEALED) K.13/16" LAMI IG -1/8' HEAT STRENGTHENED, AIR SPACE. 7/16" LAM - (3/16' ANNEALED,.090, 3116' HEAT ) L 13/16' LAMI IG -1/8" HEAT STRENGTHENED, AIR SPACE, 7118" LAMI - (3/16' HEAT 8TRENGTHENE0.090, 3116' HEAT STRENGTHENED) • • ••• awrer are Vic PR e • • imgpe ttis v•wreie ear P.K. - Naos ia'ia NOCliANOETFp3SHEET m7Q TEQB LOGYORIVE N019)IIS. FL 34215 P.O. e�QQoot� A tact a R. Eldr: ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, IMPACT NT3 10 " 11 � ~ 404040 1?stSlj Bayer asnhse NOVO • CHORAGE NOTES: • • • • _ • ••• • • • t ANCHOR TYPES: 1 -114 ELCO TAPCONS 2-114' ELCO SEW CRETE -FE( • •3 -#12S • •• • • • • • • • • • • • 2• ALIiCLIST VIEW AND RADIUS TOP • M !RAW-DADE COUNTY PER TAME 8. ••• 3. FOR WOWS INSTALLED OUTSIDE MIAMI -DADE rUNT8 i0 FI'J!L DESIGN PRESSURE, USE 114" • • • • ,1 • SS4 CRETE-FLEX, OR 012 SCREWS • • • • • IKE QUANTITIES SPECIFIED M TABLES • • 00= A AND ANCHOR TYPE 1 MSTAU.ED 4. ANCHOR QUANTITY IOY: HEAD 2 JAMB ABOVE 14113. RAIL 2 3 JAMB BELOW MTG. RAIL A 1 Apt 554 ar/auptTbmg "it/ tar /frYa NOM :L G1f•lf / /e - Xci Robed L cot. P.E. PE E39712 5mmh••t OPTIONAL 1x WOOD BUCK (SEE NOTE 3) Mir aft 1/241011 WINS twe DETAIL C CONCRETE ANCHOR (SEE NOTE 1) MAim A Mie NOM IREPSwrt4B DMO aster are ./.t, 1MAIIS 1 1/4' MTV. 1/4' MAX SHIM DETAIL A DETAIL B TYPICAL HEAD ANCHORAGE a EXTERIOR INTIERK3R,C> (BOTH HEAD DETAILS) INTERIOR (BOTH JAMB DETAILS) EXTERCOR 0 :(CONCRETE OR CONCRETE BLOCK) 2x WOOD BUCK 1x BUCK OPTIONAL WITH SOLO CONCRETE (SEE NOTE 3) SUBSTRATE (SEE NOTE 3) TYPICAL JAMB ANCHORAGE ,wo ,sc,„ ORM NOKOM.S. Pl. MVO P.O. BOX MO NORM R. 31274 DETAIL D (WOOD) c; r_ NOTES: ANCHORAGE DETAILS • •• • • •• - ; . • ' • • • 1. FOR 71 QN9ll ailay. USE ONLY MIAMI-DADE COUNTY gum APPROVED 1/4 1/� SS4 -FLEX MINIMUM DISTANCE FROM ANd1OR TO CONCRETE EDGE M 212•. 2. FOR WOOD APPUCATjONS I4 MIAMWADE C011143Y,A7Tif 312 SCREWS, 1/4" TAPCONS OR 1I4' SS4 CREW -- IEz • • • • . • • o i ' i 0 00 • • • • 3. WOOD B • lci i TIASECTIONS ON THIS GE AS 1x ARE BUCKS WHOSE TOTAL THICKPESS THAN 1 112. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. UitrI Y JURISDICTION. W000 BBUCCKSS DEPICTED AS 2x ARE 112' THICK GREATER. 6llB WOOD BUCKS BE ENGINEERED BY . i °' + r' • $Y HAVING 4. FOR ATTACHMENT T� A HI /111 t R ITtSI L BNALL BE A MIIVIIAUM STRENGTH OF 808345 AND A MIDI OF t/8'774486CcK THE ALUMINUM STRUCTURAL. MEMO SHALL BE OF A SEE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETALS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 812 SHEET METAL SCREW WITH FULL ENEIAGEMENT INTO THE ALUMINUM. INUM. IF THESE CRITERIA ARE MET. THE RESPECTIVE DESIGIY PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. 5. ANCHORS ARE NOT REQUIRED AT THE SILL. © 8. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE 012 'MART HEADS. ALUM. SINGLE HUNG WINDOW. IMPACT aftible peer NOW I 1 11 + 11 f 4040.20 Robert L. Clerk. P.E PE 1139;12 taruourai COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA METRO-DAD$ /CAGIER BUILDING 14e wFsr FLAMER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 PAX (305) 375-2908 madslingwskgelinzsem NOTICE OF ACCEPTANCE (NOA) 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other arms where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the WO Velocity Hie Zone. DESCRIPTION: Series 1"X Heavy Wall Aluminum Tube Clipped Malllorh -L.M.L APPROVAL DOCUMENT: Drawing No. 6221, deed "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 7 of 7; dated 04/28/00, with last revision on 05/30106, prepared by PM' Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miand Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Smart Miadle Impact LABELING: Each unit shall bear a permanent label with the manufactmer's name err; logo, city, state and following statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be c onsiidered after a renewal application has been filed and there has been no change in the applicable building code negatively affe cdng the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been arevision or change in the materials, uses, 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. 000000 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Ffcui a, Ind folloge :lay ... :. the expiration date may be displayed in advertising literature. If any portion of the NOA isidistayed, thorn Illall • be done in its entuety. ...... INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactureg'idt'IkliSMbboro • ••••• • and shall be available for inspection at the job site at the request of the Building Official. • • • • This NOA renews and revises NOA 0 04-0528.05 and consists of this page 1 and evidence pS;�s� -I and . l3 as • • • - .. •• • well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P.E. • .. • • • •••• • Nt1Aj.'to46-0125.07 • • e Expiration Dates June 28, 21114• • • Approval Date July 20, 2006 Page 1 •••••• • ..••.• • • .•...• • • ANCHORS DETAIL -e "C" OR 'b' AT BOTH ENDS AND AT BOTTOM MULLIONS Ml) M2) W = W1 +W2 H - H1 +H2 (z) WINDOWS MULLED WJONE ABOVE FOR Dt7 RAHIAVG AJAX AILOWABIE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1+H2 MEAL LENGTH = W OR W1 +1$2 MAX OPENING = W OR W1 +W2 MULL LENGTH • H1 =ES; 1. 174E 33 1/3X STRESS INCREASE HAS NOT 2. 3, 5, 6 AND 7. 2, WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED 70 A 3. MUWONS ARE APPROVED FOR IMPACT AND MT—IMPACT APPUC49ONS 4. REFERENCE — TEST REPSRP31/13.-29a2 .290.3•ARD 2975. ELCO XTRON @NOAP a04+ -0!1 t et. DJ-- 0225.05 ANSI /AF&PA 14 -0o, 4FOR W0Q0 ADM -2QQt� #&WM1NUI P DESIGN • MA1VUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE— MEWS OF THE FLORIDA BUILDING CODE„ 2004 EDITION (OR THE HIGH VELOCITY • HURRICANE ZONE OW). • • • • • .. , • 6. W000 BUCKS BY O MUST I' #NCl2OREO TO TRANSFER LOADS A TO 771E STRUCTURE: ; • • • • • • • • • ' • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ANCHORS DETAIL A ANCHORS DETAIL A W a W1 +W2 +W3 H = H14-H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 et 7 M3) MAX OPENING = H OR H1+H2 MULL LENGTN = W OR W1 +92 +W3 M4) MAX OPENNG = W14-W2 OR $7 +W3 MULL UMW, = Ht BEEN USED IN THE DESIGN OF THIS PRODUCT. ••••• • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• •• • ••• • • ANCHORS DETAIL °B', 'C' OR Tr AT 80714 ENDS AND AT BOTTOMS MUWONS MAXIMUM OF (7) UNITS. ANCHORS DETAIL 'B ° , OR 'D 80774 ENDS ANCHORS DETAIL Tir. ° C" OR T BOTH ENDS W W14-W2 (2) WINDOWS MULLED TOGETHER FOR DER MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W1 +W2 MULL LENOIR = 11 FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS TO BE USED ONLY WITH PCT INDUSTRIES PRODUCTS F.K 0 3 0/06 Moms 5 & 6 F M /06 C-4110 REEI P.J.P. 438/00 H = H1 +H2 0) WINDOW MULLED MANE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPEMNG = H OR H1 +H2 MULL LENGTH at W 1" HEAVY WALL, ELEVATIONS _ 6 • _ 07• quip ALUMINUM TUBE CLIPPED MULLION - sowis.kt s+..6 MUDS I NTS 1 of 7 DIvoing No. 622E WOOD BUCK PGT ix MULU MULLION CUP. CUT FLANGES OFF CUP • TO FORM A U" CHANNEL AND INSTALL AS SHOWN PGT Ix MULLION FOR 1' MULL ! MULLa r y .. la ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • •0 • • • •• •• • ••S •• • • • 000 • • /12 FH SMS STAGGERED ON OPPOSITE SIDES PGT 1x MULLIO (SO AS NOT TO INTERFERE WITH WOOD BUCK EACH OTHER) REMOVED TO SEE NOTE 3 CONCRETE #12 SCREW, 1 SEE NOTE 3 SEE • NO 1 TYPICAL MULLION TO MULLION INSTALLATION, DETAIL ° A ° ,4.._2• OR 4"—••••• 112 FN SMS STAGGERED 1x MULUON ON OPPOSITE SIDES (SO AS NOT TO INTERFERE SEE NOTES 2 & 3 , I ISEE N WTTH EACH 3 1 OTHER) *TYP) 0 0 d 18 SEE NOTES 2 & 3 ANCHOR EMBED. SEE NOTE 2 TYPICAL. MULLION TO STRUCTURE WITH 110:1; WOOD BUCK. DETAIL U' 1. FOR CONCRETE APPUCATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI—DADE COUNTY APPROVED ELCO 1/4' TAPCONS OR 1/4 SS4 CRETE —FLEX MASONRY L ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE a IS 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4'. CRETE —FLEX 1 3/4" NOTE 7' 2. FOR WOOD APPLICATIONS USE 112 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2' ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR Ad STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEIP 5, 6 AND 7. FOR ANCHOR LOCATIONS SEE 4 FrIVING SCREWS FOR MULL— TO -CUP TO BE HALF THE FROM CUP —TO— OPENING (MINIMUM OF' 2 SCREWS i3ER R CMP).• • • • • :: • 5. • • REP TIO CORRECT QUANTITY O F ANCHO REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR. �i9ECIFFC•AP T ION. ANCHORING A OR LOADING CONDITIONS' 1VO4 SFIOWI� IN TI(SE DE 4ILS NOT PART OF THIS APPROVAL. ALL STEEL. 1 Al2/ MIMLIM PD PAINTED OR PLATED. 6. REFERENCE TEST REP(j 4 71,-2902. 190.2•AND 2975. • • • PGT 1 x MULLION Robert I.. actil. PE 0012 P.E Strudmal 4 - • • 1070 1ECHNOWCY OWE a 34270 P.O. 80X 1529 NOKOMIS. 11. 34274 WOOD r BUCK 1YPICAL MULLI N 70 STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL 'D' TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS FK 5/30/06 NOTES 3 & 5 FK Bp 53/04 C-ADD D BED. DETAILS Alm P. P 48/00 112 FT SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL C 2 OR 112 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT /— TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR, SEE NOTES 1 & .3 1" HEAVY WALL, CUP INSTALLATION DETAIL ALUMINUM TUBE CLIPPED MULLION SorkoVilcdok sane r 6221 uuas NTS 2 a 7 r " MULL CUP (CLIP TO OPENING) EXTRUSION DWG 11099 1" MULL CUP It/TABS REMOVED (cuP TO MULL) EXTRUSION DWG 11099 CUP LENGTH CHART FOR 1x MULL MULL SIZE 1 x 2 x 3/8 1 x 2 3/4 x 3/8 1 3/16 1 15/16 1 x 2 3/4 x 21/32 1 x 4 x 3/8 1 3/8 3 3/16 ® TWO (2) _ANCHOR THREE (3) ANCHOR ISKA TIONS LOCATIONS MIIN: O ONE (1) ANCHOR LnON • • • • • • • • leEtrirriE JE$I *71 -2902 2903 • •• • • i • • • • • • • •,y�j OF 40110Re SHOWN ARE FOR Az.] . 7711N Y.• FOR CORRECT GUMMY 717 CAWS 1 THROUGH 4 ON • ry PRE'iSflRl:• . YOU SPECIFIC APPLICATION. Aha MMf. ® TWO () ANCHOR =AM 2. 3/8 ABA. EDGE DISTANCE' APPLIES 70 ALL DIMENSION S1WN MAX• • • • • • • • • • • • AND 2975. N.7)1 © FOUR (4) ANCHOR 1—QCADDAS (2)E (A 3/4)/2 bIIN. O THREE (3) ANCHOR .L.S Robert P.E. paii Structural 1070 11011:0104 FL 34� P.O. 1!atir MVO R. 34274 IN.TYP. (4)EQ.SP.. (A- 3/4)/4 O SIX (6)ANCHOR LOCATIONS FIVE (5) ANCHOR LOCATIONS TYP. TO BE USED ONLY - WITH PGT INDUSTRIES PRODUCTS e•• F. 57#0/ RI S75/06 ,, ADD I*L&I PIP. 4728E00 08 D CHORE Siff rmscrim HEAVY WALL, ANCHOR LOCATIONS ALUMINUM TUBE CLIPPED MULLION somcMoiset Dow owe lamp" NO. Muus I NTS 3 e 7 I 6221 NOTE; •• • • ••• •• ••• • • • • • •• • • • • • • • • •• • •• •• • • • •• •• • 1. REFERENCE TEST. REPORT N -4902, X903 ;4ND 2975 • • • • • • •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • •• ••• • •• • • 2 1 x HEAVY WALL MULLS MAT'L: 6063 —T6 1 i 34 TO BE USED ,QyLY WITH PGT INDUSTRIES PRODUCTS r NOMA FL � P.O. BXtile WAWA FL 34274 • 1 �` /os w�o ,rrc nis sar .0 . ` Y/5/os 8! (irc nos Siff Orme P.J.P. 42 8/00 HEAVY WALL, MULLION PROFILES ALUMINUM TUBE CLIPPED MULLION was I 1X I 4 w 7 , o•1w . 6221 co 5 CUP TO MULL 42 48 50.626 64 66 72 76 78 84 90 98 108 111 ( ( ( ( 170 170 170 170 170 170 170 170 170 170 ' 181 ' 170 166 170 147 170 145:152 -127 131 131 131 112 112 113 113 97 97 88 86 73 73 73 73 62 62 87 67 57 57 54 ' 54 45 45 43 43 37 37 38 38 30 30 25 25 21 21 23 23 19 19 (1) B (1) e 42 155 142 48 129 116 825 115 100 84 94 81 60 83 86 79 78 99 98 (3) 8 170 181 148 135 116 99 85 65 54 50 40 32 26 18 17 (3)8 (3) 170 170 170 154 170 140 165 128 118 101 99 90 85 77 85 58 54 49 50 45 40 35 32 28 26 23 18 16 17 15 (3) B 170 170 170 153 107 90 77 49 45 35 28 23 16 15 22 KM ICJ ILA &II WI KM KM Kil NMI 11 ICI Eat Ekal HH 1111 PEA ILIMA 11r3 HE 11121 mom IMF IIRli Hid NM NMI MX 1:14 MIAMI ME MN 11211 MN EMI 20 17 1 (2) A (2) (1) B 130 99 so 20 16 87 58 50 38 30 24 19 16 58 49 43 32 32 27 25 20 16 134 107 91 73 130 102 85 68 130 100 82 84 130 130 130 99 99 99 80 80 80 83 62 62 (3)8 (3)B ( (3) (3)8 ( ( ( 170 170 170 170 170 170 , 170 170 150 170 149 170 149 ' 170 149 170 136 170 134 170 134 170 ' 134 170 121 146 119 142 118 141 118 141 100 100 96 98 93 93 92 92 84 84 80 8o n 77 .18- 'TB 72 72 68 68 65 65 , 64 54 - 54 50 50 48 48 46 48 45 45 42 42 40 40 38 38 41 41 38 38 36 38 35 35 32 32 30 30 28 28 27 27 28 26 24 24 22 22 21 21 21 21 19 19 18 18 17 17 1 3 /06 p.4, /2f00 1 WALL, PRESSURE CHARTS 1 & 2 ALUMINUM TUBE CLIPPED MULLION cow I NTS { 5 0, 7 r ime 6221 1 D CHART 2. - 1x2.75x.375 QTY. & TYP. ANCHOR 50 CUP TO (2) A OPENING (3) (3) A (3) B (2) A (3) B 60 70 80 90 (3) A 94A (3) A (2) A (3) A (2) A (3)B (3)B (3)B (3)B (3)B (3)B ••• • • • • • • • • • • • • • •• •• • • • • ••• • • • • • •• • • • • • • • • • • • • • • • • •• • •• • • OPENING WIDTH IN INCHES (3) A (3) (2) A (3) 100 (3) A (4) B (2) A (3) 110 (3)'A (4) B (2)A (3) B 120 130 (3) A (2) A (4) 8 (3) B (3) A (4) B (2) A (3) 160 (3) A (4) B Vertical Mull f -- 4 1 Mull Length Horizontal Mull Opening t ` Multiple Mulled Unite CHART 3. - 1x2.75x.650 QTY. & TYP. OPENING WIDTH IN INCHES (2) B (2) B 170 170 170 170 168 170 152 170 133 152 (2) B ( B (2) B (2) B (2) B (2) B (2) B ( B ( B 170 170 170 170 170 170 170 170 160 170 148 189 _ 141 161 138 158 148 169 138 158 129 ` 148 125 143 135 155 124 142 116 133 112 128 117 134 108 122 , 99 113 94 107 125 143 110 126 99 114 92 105 87 99 118 135 103 118 93 107 86 97 81 90 108 108 92 81 81 73 73 87 67 91 ' 91 77 77 68 88 61 61 56 - 56 84 84 71 71 63 63 56 56 51 51 57 57 50 50 44 44 40 40 48 48 40 40 36 38 32 32 44 44 38 • 38 33 33 29 29 26 28 31 31 28 28 23 23 20 20 , 18 18 29 29 24 24 21 21 18 18 17 17 (2)B (2)B (2)B (2)B (2) B (2) 8 170 170 170 170 170 170 170 137 157 137 157 137 157 137 123 141 123 141 123 141 123 109 125 108 124 108 124 108 90 103 " 88 101 88 100 88 81 93 1 77 85 75 82 73 80 73 63 83 60 60 58 58 56 52 52 49 49 47 47 48 48 48 45 45 43 43 42 37 37 35 35 33 33 32 30 30 28 28 28 26 25 24 24 23 23 21 17 17 15 15 - 15 15 (2) 170 157 141 124 100 91 58 48 42 32 25 (2) B 170 137 123 108 88 80 73 56 45 40 30 23 18 ANCHOR 50 CUP TO OPENING (3) B CUP TO MULL. (2) A (4) B Vertical Mull Mull Length I I 60 (3) (2) A (4) B Horizontal Mull •i •• • • • • \ •Q • • • • • R • • 6 426, • • • • \ •` � QS • • ••• • Wid#1 • • •• • • • • •• • • • • • • • • 70 (3) B (2) A (4) B • ••• • • • •• • • • •• • • 80 (3) (2) A (4) B Multiple Nulled Units • • • • • • • • • • • • • • NI 100 ( B - r Mull Length ( 4 ) B (3) B ( A (4) B Robot Structural L Calk. P.E. , 110 ( B (2) A (4) 120 (3) (2) A (4) B 130 160 (3) (2) A (4) (3) B (2) A (4) (2) 170 157 141 124 100 91 79 56 45 40 30 23 18 .NDIE; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIO7H. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A ELCO 1/4" TAPCONS, EMBED. (1 1/47 OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 17i0/06 fl Mil ne et• 1175/06 REVISIONS P 28/00 1HEAVY WALL, PRESSURE CHART 3 Rao i 0 7,arzfrays4r5r ALUMINUM TUBE CLIPPED MULLION S P.O. 8 1329 5*** AS* 0/***** Ib. MOKOMIS FL 34274 MULLS NTS 6 a 7 6221 oZ • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CHART 4. - 1x4x.375 QTY. a TYP. OPE WNG WIDTH IN INCHES CLIP TO (2) A OPENING (4) B 5 A ANCHOR 1 50 CUP TO MULL 1 (5) 8 170 170 170 170 170 170 881 170 154 144 140 128 112 111 144 92 64 59 27 (3) A (2) A (6) 8 (4) ( 8 ( B 170 170 170 170 170 170 170 170 170 170 170 159 170 150 170 134 170 125 170 121 138 112 92 84 59 27 111 95 78 54 50 60 (3) A (6) B (5) B 170 170 170 170 170 170 170 170 180 148 117 95 78 54 50 •• • . • • • • • • •• • • ••. • 70 (2) A (4) B (5) B 170 170 170 1 154 144 135 120 112 108 98 82 67 47 43 19 (3) A (6) B (5) B 170 170 170 170 170 170 170 165 140 129 102 82 67 47 43 19 80 (2) A (4) B (5) B 170 170 170 169 143 133 125 110 102 99 90 74 60 42 38 17 (3) A (6) B (5) B 170 170 170 170 170 170 170 148 126 118 92 74 60 42 38 17 Vertical Mull Width Null Length Horizontal Mull • •• -- e ;1.1. • • • • • • •• • • - •- • • • • • ►•• I • Multiple Mulled Units • ID Length • ••• •• • • • • • • • ••• • •• • • • • • • • • • • 90 (2)A (4) B (5) 8 170 170 170 162 138 126 117 103 95 92 83 67 54 37 34 15 (3) A (6) 8 170 170 170 170 170 168 138 116 106 83 67 54 '15 100 (2) A (4) 8 (5) B 170 AIL (3) A (8) 8 (5)B 170 170 170 170 170 170 156 127 108 99 77 62 50 34 31 410 (2) A (4) B (5) 8 170 170 170 157 128 117 108 94 88 83 73 58 47 32 29 3a CEP 170 170 170 170 169 150 120 102 93 73 58 47 32 29 PE jly M. P.E. Structural (3) A (6) B (5) 8 170 120 - (2) A (4) (5) 8 170 170 170 157 127 116 108 91 83 80 69 54 44 30 27 (3)a (6) B (5) B 170 170 170 170 170 168 145 115 98 89 69 54 44 30 27 ..130 • (4) B (5)B 170 170 170 170 170 170 157 127 118 105 89 81 78 66 52 42 28 26 roLW TEONNOLOW FL 3� P.O. BOX 189 Ntotaaus. FL 34274 131A 1 •(5) 170 170 170 170 170 85 144 112 95 87 66 52 42 28 26 ft 160 :(2).A (4) B (5)8 170 170 170 158 131 121 112 98 90 87 157 127 116 105 88 79 75 37 34 77 82 50 34 31 62 48 38 25 23 (3) A (8)B (5) B 170 170 170 170 170 165 144 111 93 84 62 48 38 25 23 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN 1.5 BASED ON OPENING WIDTH. FOR MULTIPLE UNITS. CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902. 290.3 4140 2975 4. ANCHOR TYPES: A. ELCO 1/4 TAPCONS, EMBED. (1 1/47 OR 1/4 SS4 CRETE -FLEX. EMBED. (1 3/47 a 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS mortataam 1 p1G NS 9rT a 30/06 5/8/06 limistom to REVISIONS >w 41 ; ;lC P. P.J P 4 8/00 1 _ EAVY WALL, PRESSURE CHART 4 ALUMINUM TUBE CLIPPED MULLION &.i•✓Yo4s Sc at• # Growing No. NTS 7 a 7 6221 ••• • • • • • • • • • • • • • •• • • • • • • • • ••• • 4 • • • • • • • • • • • •• •• • ••• • • 1 1 1 1 Qr` L OY> 1 A5- S L INSPECTOR UNDER THE FLORIDA BUILDING CODE 1 (We) have been retained by (tome of ownerlagent) viag 5 to perform Special Inspeotoi services under the Florida Building Code at the project (address) 268 NE 402 'ft , Mimi Shores, as of `1 et (date). I am a registered Architect or Professional Engineer licensad in the State of Florida. PERMIT NUMBER: Special Inspector for Reinforced. Unit Masonry, FBC 2122.4 0 Special Inspector for Trusses over 35 Ft. Long or 6 Ft. High, FBC 2319.17.2.4.2 0 Special Inspector for Steel Connections, FBC 2218.2 0 Special Inspector for Soil Compaction, FBC 1820.3.1 Cl Special Inspector for Precast Units & Attachments, FBC 1927.12.2 0 Special Inspector for Pilings, FBC 1822.1,20 0 Special Inspector for NOTE: Please mark boxes that annly The following individuals(s) employed by this firm or me are authorized to perform inspections. 1. 2. 3. 4. 1, (we) undemitand that Special l log far cub buSdin cost te displayed Inacmeen1 at 1a on the site Sr asferstme bytbe Miami Sboms Building Department Inspector. All mandatory inspections, as required by tlro Florida Willing Code, inust bad by Miami Shoes. The building Inspections mast becalled for all mandatcay inspectkutt Inepeatkms pr d by dui Spedal Ing hired hy the Amman! inE ligatothemandatary hapectkons hythe Mum upon completion of the wark andre eacr Dublin Fesmit, 1wtH submit to the Mai Shoes Building Department the time Wine the b and final inspection t c log tam and a that, to the bestofmy 3 < ; those portions attic mica outlined shove meeathe intent rinks Merida Building Code and are In ; t., approved plant and Sealed Date: 9 Miami Shores Village Building Department 10050 N.. 2' Avenue, Miami Shots Fl 33138 Tel: 305- 795 -2204 # Fax 305 - 756 -8972 G Engineer /Architect Name erJAfi+l. �► I s/ J�2pr�4 (Print) Address 74,,S AJA/ mac, S T 25 V ytir4 t C mss, tot. 7Ter4 Phone No. 3o 4: 4 - 3?.?? Florida License No: 0 3 P3 9cP _ From: 3059952221 _ Pagec 3/3 Date: 2/12/2009 5:48:19 AM_ _ r . • ". . • • • • „ • • • • • • • • : ; • • • • • • • . • • • • • • • 'SI • • • •• • t x Arracti Cif 11614 sultvt 'r er ' WYE a ; 1. ALSO NAT � Y. IN ti 54 4 ) 1� DOOS NW REFLECT OR "DETERNI►E WM 2 t+ AWAY t NIANVOADE MINTY LAKt 1i�.T A • .lc •nx(•IN. - ail . 'AS Ile .PLAY �'�' • wont gD INSTt 4iTS 1 LE WILL ti�+d 1�A "t * M t NAP DATES 747/ D E U N I A T E S ' t om A13Vt Z I K D - MN iit47,54 From: 3059952221 _ . Page: 2/3 • •. • 0 • y "' S'G. rAi'i1 SIRES FL 331311 • II'"�y 'P(i 4 •l+dlCIAEL 8. STOCK '....t T; t It ' ITL'•103URANOE, WELLS FAR . .. , ,. q. ORS •fitN OR ASSIGNS. - • • •• ••.. • • • •• • . • . • • •„ T•• Date: 2/12/2009 5:48:19 AM__ • SCALE 1e 200' tar WNW' B r , •• • : 190001140 3t Thg . THEREOF AS RECORDED INS PLAT 'SOOd, _I.Q. . AT PAGE, 10 Pit Jc b E, DS• tal t•nAtik,,t1A44 . r CHERYL A . GOWING, " SUNSET TITLE INC. 1 ' , :''• IN : GO HOME MORTGAGE O , IT'S - Gust Factor Category k Rigid Structures - Simplified Method Gc � i Gust1 'For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.851 Gust Factor Category 0: Rigid Structures. - Complete Analysis 0.00 Zm Zmin 0.55 15.00 ft Izm Cc * (33/4"0.167 11 nclosed Bulldln 0.2281 -0.18 Lzm I *(zm/33)"Epsilon 427.06 ft - Q (1/(1 +0.63 *((B +Ht) /Lzm)"0.63)) "0.5 0.9012 Gust2 0. 925*(( 1+ 1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8730 Gust Factor Summary G (Since this is not a flexible structure the lessor of Gust1 or Gus12 are used 1 0.851 l r ondition Gc � i Max + Max - I pen Buildings 0.00 0.00 artially Enclosed Buildings 0.55 -0.55 Enclosed Buildin ' s 0.18 -0.18 11 nclosed Bulldln 0.18 -0.18 Analysis by: EDWARD A. LANDE Company Name: EDWARD QA. LANDERS, P.E. Description: STOCK RESIDENCE, 268 NE 102ND STREET, MIAMI SHORES, FL User Input Data Structure Type Basic Wind Speed (V) Struc Category (I, II, III, or 1 Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Bit) Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (E Width Paral. To Wind Dir (L Building 146 II C 1 0.3 1.2 Gabled 0.85 22.00 22.00 22.00 65.00 65.00 mph Hz :12 Deg ft ft ft ft ft Calculated Parameters Type of Structure Height/Least Horizontal Dim Flexible Structure WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 0.34 No Calculated Parameters Importance Factor 1 Hurricane Prone Region (V>100 mph) Table 6-2 Values Alpha = zg = At = Bt= Bm = Cc = 1= Epsilon = 9.500 900.000 0.105 1.000 0.650 0.200 500.00 0.200 Zmin = 15.00 ft ft Fig 6-5 Internal Pressure Coefficients for Buildings, Gcai Developed by Meca Enterprises, Inc. Copyright 2008 EDWARD QA. LANDERS, P.E. • • • .. • • • • •••• •• •• 9/11/2009 • • • .. • •••• •••• • .0.010 • ••• • • • • • • Component wndth (ft) Span (ft) Area (ftt2) Zone GCp Wind Press (Ib/ft"2) Max Min Max Min liVINDC 0.00 A 2.5 6 15.00 4 0.87 -0.96 44.90 -48.74 4 5.25 21.00 4 0.85 -0.94 43.91 -47.75 0.00 0.00 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure Coefficients, GCo Loads on Components and Cladding for Buildings w/ Ht <= 60 ft 2 1 3 a Gabled Roof Theta <= 7 a = 6.5 =_> I 6.50 ft Double Click on any data entry line to receive a help Screen Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD QA. LANDERS, P.E. • • • • • •• • • 9/11/2009 • • ... • •••• • •• • • • 0 • • • 1 • 0.00 • • • • • • •••• • •••• • • • • • •• •• •••• • 0 • • • • • •••• • • • • • • 0 •••• • • •• • • 0• ••• • • • • • Page No. 2 of 2