Loading...
RC-14-1355Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-217814 Permit Number: RC -6-14-1355 Scheduled Inspection Date: August 14, 2014 Inspector: Rodriguez, Jorge Owner: FERNANDEZ, MARTA Job Address: 163 NW 102 Street Miami Shores, FL Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1131010230060 Phone: (305)685-0412 aullaing Department comments BATHROOM REMODEL AND REPLACE 1 WINDOW Infractio Passed comments INSPECTOR COMMENTS False August 13, 2014 For Inspections please call: (305)762-4949 Page 12 of 17 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. August 13, 2014 For Inspections please call: (305)762-4949 Page 12 of 17 CONTRACTOR: Company Name: ag� �1&2 I Phone#: Address: A lt$ en City: State: 6L Zip: _33 I �2 L Qualifier Name: 043�0,--, Phone#: State Certification or Registration #: '��� S �/ Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address City: State: Zip: Value of Work for this Permit: $ r Square/Linear Footage of Work: Type of Work: , Q Addition Description of Work: ❑ Alteration ❑ New Specify color of color thru tile:. Submittal Fee $ Permit Fee $ CCF Repair/Replace YNnF'�'y aLf— ❑ Demolition CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) Double Fee $ L Bond $ TOTAL FEE NOW DUE $1-91qb .f-19 Miami Shores Village CCF- Building Department JUNK 4 014 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 MY: �- INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 W BUILDING Master Permit No. - I ,j`J65 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC LP ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Mw I p c)2 �: Y — City: Miami Shores County Miami Dade zip: J�C�S7 pp Folio/Parcel#:! ` 1 ° [ OC) ( 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Phone#: ?®S--73 Address: City: \ State: Zip: d Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: ag� �1&2 I Phone#: Address: A lt$ en City: State: 6L Zip: _33 I �2 L Qualifier Name: 043�0,--, Phone#: State Certification or Registration #: '��� S �/ Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address City: State: Zip: Value of Work for this Permit: $ r Square/Linear Footage of Work: Type of Work: , Q Addition Description of Work: ❑ Alteration ❑ New Specify color of color thru tile:. Submittal Fee $ Permit Fee $ CCF Repair/Replace YNnF'�'y aLf— ❑ Demolition CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) Double Fee $ L Bond $ TOTAL FEE NOW DUE $1-91qb .f-19 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this day of 20 i ^f by X41/ --&;Jd411d3g2 , who is personally known to me or who has produced c24( --,I+ as identification and who did take an oath. Print: Signature <�r_—� CONTRACTOR The foregoing instrument was acknowledged before me this day of 201 A4 by C.. f -6y%6 d M.0 1im'gC who i ersonall kn to me or who has produced as identification NOTARY Print: Seal: U' % REBECA M. PASTRANA Seal: g �rMY COMMISSION A EE872624 %s.._..F EXPIRES: F&nimy 07, 2017 did take an oath. REBECA M. PASTRANA MY COMMISSION 0 EESM24 EXPIRES: Fdxnmy 07, 2017 APP (. /7 !f R�VE� �Y Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) l --;s k vw JUIN 2 4 $014 w E? Z J�.�.p . It- lo► .14 . N p►� p# r 5o-100 w/Prz►uaCY cwe> �N 1�X�S-rr�•+� MASoNo>< epi. -it -b,. No ALVva-p+,-tor- of- +G4 PSF – 80 P!5F Ats P -4s N.T.s . ecopm. ate=- w6p.1C° AK Czevr� ��L�sr�® aLuNB <=ix�vR�s tNsv-�� New ��a-IOV� (�1.4_ TI 4ES �.ib =t•.+ST1ac.1,�,NEW . ® +LLL )S%-1 .'4 PL'v',kWvZ6` -rO C.6t-At (,p 6+-S, 'VO ;�ft "-"1bo wri-r. IWLXQkC.`C tt- 10\3. + (,4 PSh` so PSF ask tmw r- mflAM.1 SNORES VILLAGE ROVED I BY I DATE KING CTRICAL TLUM-BING .1 — MECHANICAL BLDG. I �-7vt.r/" V) V) V) SUBJECT TO COMPLIANCE WITH ALL FEDERAL,.j STATE AND COUNTY RULES*ARC REGULATIONS r 6666.. .. ' Wry0000•• • 0000 •• ��� • •• • 0000• 6666.. •••6• • •• ••• 000000 • • 0000 • 0 • • • • • • • 0000• • • • •• • . 0 . • .. . 0060 •0006•• 0 • 143 tow ta'2,s-. 04/09/2012 - F:\01 Wind Series C&C 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" W1NdUd6c* IT:1(-,i-z5:I FH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING ; EXPCr meet V ; 0 ;0 BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES 1 1 EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE, FLATTERRAIN Mean DESIGN PRESSURES PS -ZONE 4 Roof TrIbutaEy Area JS2 Ft Height 10 15 1 20 25 30 . Trlbutary -49.1 -47.9 -47.1 -46.4 -45.9 4 , 0 -10 ft +45.3 +44.1 +43.3 +42.6 1 +42.1 1 Z 50 -50.0 -48.7 -47.9 -47.2 -46.7 3 4 1 lift +46.1 +44.8 +44.0 +43.3 +42.8 .3.. +41 S 1 +43.3 50.7 49.5 -48.6 -47.9 -47.4 +40.6 12 ft +46.8 +45.5 +44.7 +44.0 +43.4 +42.9 +42 5 1.9 -53.4 -51.4 -50.2 -49.3 -48.6 -48.0 +44.0 13 ft +42.8 +42.3 +41.9 +41.6 +41.2 -62'6 +47.4 +46.2 +45.3 +44.6 +44.0 -54.2 753.5 52.1 -50.8 -49.9 -49.2 -48.7 -48r. 14 ft +48.0 + 1 +42.2 +41.9 3 0 +-4473..6 -61.0 -52.7 -51.4 -50.5 -49.8 -493 -48.8 -48.3 48.0 15ft +48.6 +47.3 +46.4 +45.7 +45..1 +44.6 +44.2 +43.9 +43.5 +43.6 -53.3 -52.0 -51.1 -50.4 -49.8 -49.3 -48.9 4 -48.2 16ft +49.2 +47.9 +46.9 +46.2 +45.6 +45.2 +44.7 +44.4 1 +44.0 14ft -53.9 -52.6 -51.6 -50.9 -50.3 -49.8 -49.4 -49.0 -48.7 17 ft +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 -59.3 -54.4 -53.1 -52.2 -51.4 -50.8 -50.3 -49.9 -49.5 -49.2 18 ft +50.2 +48.9 +47.9 +47.2 +46.6 +46.1 +45.7 +45.3 +44.9 +43.9 -54.9 -53.6 -52.7 -51.9 -51.3 -50.8 -50.4 -50.0 -49.6 19 ft +50.6 +49.3 +48.4 +47.6 +47.0 +46.5 +46.1 +45.7 +45.3 +47.9 -55.4 -54.1 -53.1 -52.4 -51.8 -51.3 -50.8 -50.4 -50.1 20 ft +51.1 +49.8 +48.8 +48.1 +47.5 +46.9 +46.5 +46.1 +45.8 , -56.4 -55.0 -54.0 -53.3 -52.6 -52.1 -51.7 -51.3 -50.9 22 ft +52.0 +50.6 +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 -57.2 -55.8 -54.8 -54.1 -53.5 -52.9 -52.5 -52.1 -51.7 24 ft +52.7 +51.4 +50.4 +49.6 +49.0 +48.5 +48.0 +47.6 +47.2 + � -58.0 -56.6 -55.6 -54.8 -54.2 -53.7 -53.2 26 ft +53.5 +52.1 +51.1 +50.3 +49.7 P 58.8 -57.3 -56.3 -66.6 -54.9 5 ;�_ T F 28 ft +54.2 +52.8 +51.7 +51.0 +50.3 -63.8 -59.5 -58.0 -57.0 -56.2 -55.6 -5110 s� a , 7 30 ft +54.8 +53.4 +52.4 +51.6 +50.9 +.4 + 5.8 -60.5 -59.0 -58.0 -57.2 -56.5 -5 . 33 ft +92 55.8 +54.3 +53.2 +52.4 +51.8 +51.2 +50. 9.9 +49.6 -61.4 -59.9 -58.8 -58.0 -57.4 +46.5 36 ft -70.6 -67.8 -65.9 -64.3 63.1 -62.0 61.1 +56.6 +55.1 +54.1 +53.2 +52.6 +50.4 +49.6 -62.5 -61.0 -59.9 -59.1 -58.4 -57 40 ft +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 +52.0 +51.6 -61.2 -63.8 -62.3 -61.2 -60.3 -59.6 -59.0 -58.5 -58.1 -57.7 45 ft +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 -69.7 55.0 -63.4 -62.3 -61.4 -60.7 -60.1 -59.6 -59.1 -58.7 soft +59.9 1 +58.3 1 +57.2 +56.4 +55.6 +55.0 1 +54.5 +54.1 +53.7 +49.8 -66.1 -64.5 -63.3 -62.5 -61.7 -61.1 -60.6 60.1 55 ft +60.9 +59.3 +58.2 +57.3 +56.6 +56.0 +55.4 +55.0 30 ft -67'1 -65.5 -64.3 -63.4 -62.7 -62.1 -61.5 -61.1 -60.6 60 ft +61.9 +60.2 +59.1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 Mean v m Us Q O DESIGN PRESSURES (PSF) -ZONES REMARKS DRWN CHV[Dj DATE INR ISSUE GSS TSB 03/05/12 2010 FLORIDA BUILDING CODE Roof o o m Trlbutary Area S Ft REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 ASCE 7-10, CHAPTER 30o EXPRESS fight 10 15 20 25 30 35 40 1 45 50 -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 0 -loft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 -61.7 -59.2 -57.5 -56.2 -55.1 -54.2 -53.4 -52.7 -52.0 11 ft +46.1 +44.8 +44.0 +43.3 +42.8 +42.3 +41.9 +41.6 +41.2 -62'6 -60.1 -58.4 -57.0 -55.9 -55.0 -54.2 753.5 -52.8 12 ft +46.8 +45.5 +44.7 +44.0 +43.4 +42.9 +42.5 +42.2 +41.9 -63.5 -61.0 -59.2 -57.8 -56.7 -55.8 -54.9 -54.2 -53.6 +47.4 +46.2 +45.3 +44.6 +44.0 +43.6 +43.1 +42.8 +42.5 -64'3 -61.8 -60.0 -58.6 -57.4 -56.5 -55.7 -54.9 -54.3 14ft +48.0 +46.8 +45.9 +45.2 +44.6 +44.1 +43.7 +43.3 +43.0 -65.1 -62.5 -60.7 -59.3 -58.1 -57.2 -56.3 -55.6 74.9 15 ft +48.6 +47.3 +46.4 +45.7 +45.1 +44.6 +44.2 +43.9 +43.5 -65.8 -63.2 -61.4 -60.0 -58.8 -56.2 -55.5 16 ft +49.2 +47.9 +46.9 '+44. +44.0 -66.5 -63.9 -62.0 - 6 , 6J7'..4 -56.1 17 ft +49.7 +48.4 +47.4 4 . _ +44.5 -67.2 -64.5 -62.7 5 ,Q -514 -56.7 18 ft +50.2 +48.9 +47.9 + � �) +44.9 -67.8 -65.1 '-63.3 -6 .-57.2 19 ft +50.6 +49.3 +48.4 +47.6 +47 .1 +45.7 +45.3 ft -68'4 -65.7 -63.8 - (.� 7.7 20 +51.1 +49.8 +48.8 1 + 5 I 5.8 -69.6 -66.8 -64.9 -63 -58.7 22 ft +52.0 +50.6 +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 -70.6 -67.8 -65.9 -64.3 63.1 -62.0 61.1 -60.3 -59.6 24 ft +52.7 +51.4 +50.4 +49.6 +49.0 +48.5 +48.0 +47.6 +47.2 -71.6 -68.8 -66.8 -65.2 -64.0 -62.9 -62.0 -61.2 -60.4 6 ft +53.5 +52.1 +51.1 +50.3 +49.7 +49.1 +48.7 +48.3 +47.9 -72.5 -69.7 -67.7 -66.1 -64.8 -63.7 -62.8 -62.0 -61.2 28 ft +54.2 1 +52.8 +51.7 +51.0 +50.3 +49.8 +49.3 +48.9 +48.5 -73.4 -70.5 -68.5 -66.9 -65.6 -64.5 -63.5 -62.7 -62.0 30 ft +54.8 +53.4 1 +52.4 +51.6 1 +50.9 1 +50.4 +49.9 1 +49.5 +49.1 -74'6 -71.7 -69.6 -68.0 -66.7 -65.6 -64.6 -63.7 -63.0 33 ft +55.8 +54.3 +53.2 +52.4 +51.8 +51.2 +50.7 +50.3 +49.9 -75.8 -72.8 -70.7 -69.0 67.7 -66.6 -65.6 -64.7 -63.9 +56.6 +55.1 +54.1 +53.2 +52.6 +52.0 +51.5 +51.1 +50.7 -77'2 -74.2 -72.0 -70.3 -69.0 -67.8 -66.8 -65.9 -65.1 40 ft +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 +52.0 +51.6 -78'8 -75.7 -73.5 -71.8 -70.4 -69.2 -68.2 -67.3 -66.5 45 ft +58.8 1 +57.3 +56.2 +55.3 1 +54.6 +54.0 +53.5 +53.1 +52.7 -80.2 -77.1 -74.8 -73.1 -71.7 -70.5 -69.4 -68.5 -67.7 soft +59.9 +58.3 +57.2 +56.4 +55.6 +55.0 +54.5 +54.1 +53.7 -81.6 -78.4 -76.1 -74.3 -72.9 -71.7 -70.6 -69.7 -68.8 55 ft +60.9 +59.3 +58.2 +57.3 +56.6+56.0 +55.4 +55.0 +54.6 -82.8 -79.6 -77.3 -75.5 -74.0 -72.8 -71.7 -70.7 -69.9 60 ft +61.9 +60.2 +59.1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 1. TABLES dED TO ORST E' P ESSURES. 'WORST CASE' IS DEFINED AS E `S t 7Q N VV145LE AS DESCRIBED BELOW. USE OF CRITI L` `TABLES. 2. TABLES VALICb RGIpF HEIPW AS LIMITED ABOVE. 3. TABLES VALID F AWiNICABLENREDUCTIONS FOR ROOF SLOPES LESS THAN 10° S "B 'INEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE B L AVER OF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTI D EAK 5. ALWAYS ROUND ` LE V E OR CONSERVATIVE ASSUMPTION. 6. CALCULATE Ty5• 0 G ESTION (HEIGHT * WIDTH) OR THE SPAN LEN EIG Y El. WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD f AREA BETWEEN STRUCTURAL OPENINGS ONLY- MULLS. IF THE TRIBUTARY AREA OF AN OPE CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS RO 93 Y` 0 THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS TH 8 SH D, RGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpl=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALTTY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ - HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L, BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND COR ING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTS N H ND VERIFIED BY THE GOVERNING BUILDING DEPARTM COB "= _ RAIVTI FOR APPLICABILITY OF TABLE VALUE USE IS OFFS 5. THIS SPECIFICA I ER ANY PRODUCT APPROVED CERTIFICATION. RE MITTED TEST CRITERIA AND OTHER APPROVALS FOR DE TYOhI MATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS V Y I CCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL ROT M ORDINANCES. 7. NO CERTIFICATIO t OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a- 10% OF I FAS- M„�' MMQUMii''b� IRH, PEAK ROOF WHICHEVER IS SMA NE OF LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT (1 J QUESTION. CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF I_a.�. 7HEIGHT HEIGHT ' I F O 5 I ®/-5-N�, ® ® a a �s0 WALL ZONE FIGURES /�,� ISOM RI v m Us Q O REMARKS DRWN CHV[Dj DATE INR ISSUE GSS TSB 03/05/12 2010 FLORIDA BUILDING CODE ENGINEERING o o m m •• 3 REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 ASCE 7-10, CHAPTER 30o EXPRESS < p Nr n DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, #106 �;a �z - 9 � I-+ MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 - m C) ® THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNAR00, PH: (954) 354-0660 FAX: (954) 354-0443 T lid z •• -P RE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WTfHOUTWRfTTENCONSENTOFFRANKLBENNARDO,P.E ASCE 7-1 WWW.ENGEXP.COM 0 Z 9_ o o z FN� O N a MAALTER TO CERT OF AUTH 1!8885 N m 1-''' m IMlAI InATF OIIR CFRTIFICATION. _ Zes f Y-44- 35 Pe- n;..,e / 95-q - 351{ 6(cc/ 6666 6666.. 6666 .. . . . . .. 6666.. .. 6666.. .6040. .. 6666 60:00 .. . 6666 6666. 6666 6666.. . 000* 6000 .. .. 00 ...... 0. 6666.. . 0 6666. . .. . . . .000 . 0. 0000 MAMAGE MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 S.W. 261b street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590. F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County PERA— Product Control Section to be used In Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SR 700" Aluminum Single Rung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact, sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami—Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami—Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product.. • • • •. TERMINATION of this NOA wilt occur after the expiration date or if there has*-kgcri I revisiQV*;(*r change • , � • in the materials, use, and/or manufacture of the product or process. Misuse of this 'hTJ)A .s an efidofsehent Qf ..:. any product, for sales, advertising or any other purposes shall automatically termkWi-this NOA.-Failure to • comply with any section of this NOA shall be cause for termination and removal of N0A, :64, • • • ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, • F1Z.AJ ja, ajJ:,, • followed by the expiration date may be displayed in advertising literature. If agygrlttion of.ft NOA is,. •.. displayed, then it shall be done in its entirety. . • INSPECTION: A copy of this entire NOA shall be provided to the user by the tnanu$Awk or ifs• • •: • distributors and shall be available for inspection at the job site at the request of the >iuikliia Official. : • • • • : This NOA revises NOA No. 11-0405.and consists of this page 1, evidence pages E 0g, E—�� (� —3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 11-1013.14 �(� Expiration Date: March 26, 2016 10 Zq it Approval Date: November 03, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11105, signed and sealed by Edmundo J!,espada, P. E. .... ...... (Submitted under previous NOA No.07-0322.06) �;; • �; •;; �,;; • 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2DL.'94 2) Cyclic Wind Pressure Loading per FBC, Til4S•2Q3 94; • • •, • • • • along with marked -up drawings and installation diagram of ad Iddminurh sihye hud$:' • . window, with fin frame, prepared by Fenestration Testing;r,jj.1ioratoV,: c., Te :::. Reports No.'s FTL-4649 and FTL-4723, dated 10/05 and 081111.15, both signed and sealed by Edmundo Largaespada, P. E. • (Submitted under previous NOA No. 05 -101&01) ' . It :....: Ja me V. Vasco -A, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203--94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 0S-1018.01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203--94 along with marked—tip drawings and installation diagram of an alumimim single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTI, -4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018. 01) C. CALCULATIONS ! I. Anchor verification calculations and structural analysis, complying with FBC 2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300-04 (Submitted under previous NOA No. 11-0128.03) D. QUALITY ASSURANCE I. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (VERA). . . 0000 0000.. E. MATERIAL CERTIFICATIONS • • • • • • • • • 1. Notice of Acceptance No. 11-0624.01 issued to E, 1. DuPont IJe1�le hours X.Ca., Inct,• • • • for their "DuPont Butacite* PVB Interlayer" dated 09/08/11,0g�iring au 12/11/1et...•: 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. 401• Their Kan& aned• : • • • Vanceva clear and color interlayers" dated 05/05/2011, exltrft on 03r -)V2016.0 0 @ .. .. 0000 0.00 .0 0000.. . 0 0 0 . 0 . 0000.. 000..0 0 .0000. Jaime V. Vilsco t, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E--2 PGT Industries NOTICE OF ACCEPTANCE: EVIIRENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC 2007 and FBC-2010, dated October 07, 2011; signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-5063, FTL-4645, FTL-4649, FI'L74723, FTL-4947, FTL-4650, FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, P. E. (Submitted wader previous NOA No. 07-4322.06 and OS -1018.01) G. OTHERS 1. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH -708 Aluminum Single Hung Window -- L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. 6066 • • • • 6666 •6.66• •• • 6666 • • • • 6 ••600• 60 • •0000• • 06.00• • • • •66.6• 0660 •• • • • • • • • • 6666 • •• 66660 •66••• 6••6 •666• • • • •6 66 0000 •6.66• 6 •6•••• • • •� •• 0 000•• 6••66•Q8- 666 , 0 0 Jaime wdasc , P. E Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-3 t s- . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS- (SEE DETAILS ON SHEET 2) • • • • • • • A. 6116" LAN CONSISTING OF (2) LITES OF 1B' ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVMNTERLAYEft • • • • • • B. 5MW LAMI CONSISTING OF (1) LITE OF IV ANNEALED GLASS AND (1) LITE OF 118' HEA7 STRENGTHENED GLASS WITH A.4 DQPC:4T BUTACT?OR 0AtXfK:EP4AFE • • MAXIMUM PVB INTERLAYER. • • 000 • • • • • C. 6118' LAN CONSISTING OF (2) LITES OF 116° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXUKEEPSAFE MAXIMUM PVS INTERLAYER. D. 7/18" LAMI CONSISTING OF (2) LITES OF 3M6" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E. 718" LAMI CONSISTING OF (1) LITE OF 3M8" ANNEALED GLASS AND (1) LITE OF 3118• HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB, • • • • • • • 096 • • F. 7118" LAMI (:INSISTING OF (2) LITES OF 3118' HEAT STRENGTHENED GLASS WPPH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPIVE NQIXI�IUL� PWt II�fEi;LA t • G.13M8' LAMI IG: (1) LITE OF 118' TEMPERED GLASS, AN AIR SPACE AND 5118' LAMI CONSISTING OF (2) LITES OF '118" ANNEALED GLACS A • • • • • • • .090 DUPONT BUTACITE OR SAFLEXflCEEPSAFE MAXIMUM PVB INTERLAYER. • • • • • • • • • ® H.13118' LAMI IG: (1) LATE OF 1/8' TEMPERED GLASS, AN AIRSPACE AND 615° LAMI CONSISTING OF (1) LITE OF 11W ANNEALED GL S ANb (11 LITE? • • • • • • • OF 1i8' HEAT STRENGTHENED{iLASS WITH A .09D DUPONT BUTACITE OR SAFLEXIXEEPSAFE MAXIMUM PVB INTERLAYER 1.13118° LAND IG: (1) LITE OF 118` TEMPERED GLASS. AN AIR SPACE AND 5118' LAMI CONSISTING OF (2) LITES OF 116° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PWB INTERLAYER J.13M8' LAM] IG: (1) LRE OF 118" TEMPERED GLASS, AN AIR SPACE AND 7/18" LAN CONSISTING OF (2) LITES OF SMI° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER K.13118` LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 718° LAMI CONSISTING OF (1) LITE OF 3M8' ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L.13M8' LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 7118" LANG CONSISTING OF (2) LITES OF 3118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER ®M.13/16' LAMI IG: (1) LITE OF 118" ANNEALED GLASS, AN AIR SPACE AND 5118' LAMI CONSISTING OF (2) LRES OF 1B' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER 2. CONFIGURATIONS: 'OX'(111. VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-M S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13404M 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. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL-0845, FTL-4846, Fri -4847. FTL-4848. F71-4849. FTL4660. FTL-0$51, FTL-4723, FTL-4967. FTL-4958 AND FTL5083. ANSUAF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL S. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY 6 HURRICANE ZONE (HVHZ). PA BQ%16� NnKOM19, FL94274 sENERAL NOTES ILUM. SINGLE HUNG WINDOW, IMPAC kwaft aww NTS ®f u 11 1 -4MO-20 NOA DRAWING MAP SHEET GENERAL NOTES_......._ I GLAZING DETAILS ».......... 2 DESIGN PRESSURES..... 3 ELEVATION& ................ 4 VERT. SECTIONS.„.....„... 5 HORIZ. SECTIONS........_.. 6 PARTS LIST...___ 8 EXTRUSIONS._......._....... 7 CORNER DETAIL.........__ 7 ANCHORAGE«..»........_.... 8-11 PRODUCTREWSED � JGgt138 •• * � No 58Tp5 A P.E. FL P.E.# 58705 112" NOM. GLASS SITE m f.J or 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 8116" NOM. 6/16" LAMINATED GLASS U2" NOM. GLASS SITE 38,87,68 or 9. or 39.90 or 91 • • • • • • • • • • ®NOTE: LAM[ IG OUTBOARD LITES MAY BE • • • • • • UPGRADED TO 3118" WITH NO CHANGE • • • • • • a • IN�E$lON PRESSURE • • • • • • • • 1& NOM 000 • GLASS SITE e • • • • e • •RIOR INTERIOR [� • • s • • • • (ALL SECTIONS) • •• • • • • •• • —ft3116" ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7116" LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS SITE PRODWrR8VHED 116" ANNEALED OR HEAT STRENGTHENED GLASS 311W ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVS INTERLAYER .090 SOLUTIA OR DUPONT PVS INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3116" ANNEALED OR HEAT STRENGTHENED GLASS 8/18" LAMINATED 711W LAMINATED AIRSPACE AIR SPACE `�.� a� 4YNh� M/It4sp I 1V ANNEALED OR TEMPERED GLASS® i/8" TEMPERED GLASS© �` �.Z�: \—VASE 13116" NOM. 13116" NOM. t.: * . 58705 13/16" LAMI IG GLASS W/ 6/16° LAMI 13/16" LAMI IG GLASS W/ 7/16" LAMI _ N° 0� _ .u. 10/07/14 b NO CHMQW 7M shwEr a. :��' S �Op �0MTE0 L0WW ve GLAZINGDETAlLS O ' FLOR�O O: JJt 04/01/14 C CHARQEDCAP Q1AWTMTO7FA MWPROMH8 N01WMIe.FL3�e *+� ��i��.`' ......•• ''�(i��• ALUM. SINGLE HUNG WINDOW IMPACT RiG 11/1 8 AOA 11EM82708HOLNYfltQQLA$SWfl tuft BLAbOtQN07E PA.BQX18� �eaanwe •..e maoaa ac A Ll/ffMILLP.E. °�F/QS /,L 7 N° sa274 VtrtLly SH7m FUR 2 d 11 .4040.20 O FL P E #88708 III FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TVPB 63" 68" or 70" 72" 74" TABLE 1. ° • "-• • 48" A,B,M +80.0 -80.0 +S0.0 +80.0 -80.0 +80.0 40.0 +60.0 40.0 +80.0 -80.0 +80.01 +GLOi 60" A,B.M +80.0 -W o +80.0 +SMo 40.0 +80.0 -80.0 +80.0 -80.0 +80.0 •80.0 +79.0 79.0 02- A, ,M +60.0 -80.0 +80.0 I-OWO.10 +80.0 80.0 +800 -80.0 +78.8 -78.8 t77.g 77.3 +76.0 78.9 63118" . A,B,M +80.0 40.0 +60.0 +79.8 70.6 +78.2 •78.2 +70.9 76.9 +76.4 76.4 +74.0 • 4. UP TO 631/ C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 +80.0 -80.0 +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 40.0' STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION ® BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 316" 44" 6o 616" 63" 71" 74" TABLIES 78" 48" A . ,M +60.0 4a0 +60.0 40.0 +80.0 -60.0 +60.0 40.0 +70.0 -70.0 +70.0 70.0 +70.0 -70.0. 60" &B -MA +80.0 -80.0 +60,0 40.0 +80.0 40.0 +79.9 -79.9 +70.0 -70.0 +70.0 70.0 +70.0 -70.0 62" A,S,M +80.0 40.0 +80.0 40.0 +80.0 40.0 +78.9 -76.9 +70.0 -70.0 +88.8 48.8 +67.6 -87.8 63'118" A +80.0 -80.0 +80,0 40.0 +80.0 40.0 +78.0 76.0 +08.0 48.0 +80.7 48.7 +68.6 48.8 UP TO 63118" C,D,E,F,O,HAJ,K L +80.0 40.0 +So.0 -60.0 +80.0 40.0 +eo.0 40.0 +70.0 70.0 +70.0 70.0 +70.0 -70.0 • "O" • • •L • • • ••• s HT, • • • • � H • • • • "O" HT. MEETING HAIL � 8�l�SH CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL PIN WINDOWS Wl HIGH SILL OPTION® TABLE 3. BASED ON FLANGED WINDOW IIP4041P FAAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT' (MAX. WINDOW HT. W! BASH 76" FLANGED AND 76" INTEGRAL FIN) WIDTH GLASS TYPE 17110" 1 2111!10" I 28 3118" I 3331C I 39 6118" 4413616" I 60 318` I 6616116" 631!8" _ I D,E,F,J,K,L 1+00.01-80.01+80.0140.0 +80.0 -80.0 +80.0 40.0 +70.0 70.0 +70.0 70.0 +70.0 70.0 +70.0 70.0 G_LTYPES, TEST REPORTS TABLE 4. A. 6116° LAMI - (1/8"A..090,11VA) 1`71,4047.460,4723,4957 B. 6116° LAMI - (1/8"A,.090,1/6 -HS) F71,4647,460 C. 6116° LAMI - (118",.080,1/6"HS) 1`71,4847,46418 0. 7116° LAMI - 10-A,.090, 3116°A) FTL 4846, 4886 E. 7110- LAMI - (3116-A,.090, 3118"HS) FTL4846 F. 7116° LAMA - (3118"H3,.090, 3116"HS FTL4846 0. 1311W LAM[ IG -118° T, AIR SPACE, 6118- LAMI - (1/8A,.090,1/8A) F11,4846, 4723 H. 13118" LAMI 10 -118" T, AIR SPACE 6118 LAMI - (118 A,.090,11"S) FTL4646 1. 13118 LAMI KR -118 T, AOR SPACE, 6118" LAMI - (1!8"HB,.090,1/6"HS) FTL-4648 J. 13!18" LAMA U3 -118 T, AIR SPACE, 7118 LAMI - (311(rA,.090, 3/18A) 1`71,4849, 4660 K. 13116- LAMA K3 -118 T. AOR SPACE, 7110" LAMI • (3f16-A,.OgO, 3118 -HS) FTL-4049, 46% 4968 L 13116" LAMI 10.118" T. AOR SPACE, 7116" LAMI - (3/16"HS,.090.3(16-HS) FTL4049, 4860 M. 13116" LAMI IG -1/6"A, AIR SPACE, 6118 LAMI - (1/8A,.090, 118A)A FTL4083 W IT. "O" MINUS SASH HTr///, � x ! �HT MEETING RAIL t4' NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 6/8" MINIMUM TO 38" MAXIMUM. P.fl; '1628 NOKOl68, F134?lA OHM I NTS 1 3 or 11 1 4040.20 LYNN...... i * Ho. 68706 i0'p• 8� Oli '2`� i, �� R% ";,; SION'A,�4y A.IlQfllltblliii P.E. FL P.E.9 68705 F SEE DLO TABLE 1 SEE DLO TABLE (I I SEE OLO 49 818" MAX. FIXED DLO (ALL) 0 x 48114" MAX VENT DLO (ALL) DETAIL A 1/1 es va- mwc. rvavutu wIui" 52118" MAX. I.F. WIDTH D 176- MAX. MED LITE LOW F SILL I I.F. A D fI HEI SEED 8' TABL 78" FLANGED c 38 M8" HEI MAX HT SASH SEE DI HEI E rTl 52 5/16" 76" MAX I.F. 1 He 0 / ®� FLANGED HEI E x j I AS SASH HEIGHT e DETAIL D VIEW (CUSTOM SASH) SEE DLO • •• • • • • 76WMAX 75" MAX A I.F.I.F. HEI SEE DLO C' HEI HT O as • T L • •� • /� •• / ® • a E • •- • •,i • 78" MAX • • • • • • • • • 78" MAX. FLANGED s • • • • • • • FLANGED � e s • HEI HT X j SIEE SEE DLO X SEE TABLE / NO 4 DETAIL B VIEW (STANDARD SASH) E� 1 76" MAX I.F. E HEI HT o / ®� FLANGED HEI x j 20" SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETA8.8. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. DETAIL C VERTICAL DAYLIGHT OPENING DETAIL MED LITE LOW F SILL I HIGH SILL A 34112° 34 3/1 B 416/8° 411/4" c 411/4" 40718" D 62 5/8" 5211118" E 52 1/4" 52 5/16" SASH' DETAIL LOW SILL HIGH SILL A 34111" 343118" B 27 7/16" 271/8" C 27 7/fW 271/8" D 16 3/8" 15 314" E16 3/8"1 15 3/4" LE TAB6. PA 1%74 % ALUM. SINGLE HUNG WINDOW, IMPACT W" FL NTS 1 4 a 11 4040-20 Bull LYNN !y/I�i��� 1c go.58T05 :� • ATt�•Zu.Z ?�� A. LY(JIOMIL2l&WP.E. FL P.E.# 68706 MAX. FIXED LITE DAYLIGHT OPENING OUTSIDE VENT DAYLIGHT h--2.784' INSIDE �I 7, 8 OR 1 . . ... . . . ... .. .. . . . .. .. . NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM Loq(S, (1) r jROM EAFH SWE OF SAsm 2� 27 INSIDE � DAYIIGMT �E§INQ • • • NOTE: BALANCE PARTS USED ® BASED ON SASH=U 9,10,11,15116 OUTSIDE —MAX. FIXED LITE DAYLIGHT OPENING f MAX. WIDTH SECTION.A-A OUTSIDE INTEGRAL FIN (I.F.1 FRAME SECTIONS® INSIDE 47 I T2. HIGH ISI 2.430 LOW SI{.L 48 LOW SILL HEAD 2.710' ®I.F. FRAME Q II 53 OUTSIDE J 52 (LOW SILL) (HIGH SILL) SEE NOTE ABOVE 7"t ¢ ULTRALIFT 12 ONLY 69 ULTRALIFT 12 ONLY ALTERNATE HIGH SILL �o7NOWA oFcarowve SECTIONS ONSC MTEWL COMFONevra raa oma --_ ALUM. SIM NOI %6MQ FL34'tT4 Vbib,� Bua�,' �"""e°"' BMW SECTION C -C RADIUS TOP (HEAD DETAIL -FLANGED VERSION) SLE HUNG WINDOW, IMPAC Half 1 5 d 19 1' 4040-20 dw plarwo ����. JpENSF'•.'r iii 1c : No. solo, is O�.t�_ FLOR�Op:�C�C% A LYNN I MRIREKt FL P.E.# 88M . . ... . . . ... • • • • • • • • • • • • • • • • • • ITEM OWCi# DESCRIPTION PGW 60 1835 SCREEN SPLINE -.135 DIA HARD 61836K 81 0 SWEN CLC9H a • • 81616 63 6050 KAZINO.0EL•. $ .50 • • 8533402 84 18 V.000 K16b • • • • 708X1 87 • •GT 1118X -7H 82"610 88 401A BOTTOM RAI (HIGH SILL) 64061 89 1 4080A IFLANGE FRAVS SILL HIGH SILL) 84080 70 S E,DOW699.9950REQUIV. 80 A �. • 81 13. GLA38; 8H lA1;M, !8 PNB, ID°HS) • 62 C. GLAIIIII.Vie LOA 9 1f°H • 83 D. QA A 7110' I", (1!5" 40 1 84 K GLASS, ?MV* (N8"A"090 ,118"HS) 85 P. GLASS,7118"LNA(118"H8,.090 PV8,118"H 86 0.0 13MOb LANK Ib' 1/8"I; AIR SPACE, 5118" LAM NB"A„090 PV8,1/8° 87 H. 3,13f18°LAM 10;1/8"f, Al ACE, SH LAM 118° 080.PV6,1/8"HS) 88 L OLAS8,13/18" L/M K[ 1/5"f, SPACE, 5580, LAN, 1/8 8,.090PV6-lWH. 88 GLASS, 13114r Kk AIR 8 AC 7118" , MWA.090 PVS 8°A) 90 ,13118° b;1J5"I', SPACE,7N8° ,(3H8°A.080 ,3H8"HS) 81 L. bLASS,13H8" LAN IG; 118-'T, AIR 8P ., E, 7J16" LAM, (3/18"H8490 D ,3H8"H8) 82 1 QJrk090 PV6.19-A) RK 2, 7 1so 47 FRAME,, I.F. HEAD ® #4071A,6063 -T8 ® 48 FRAME, I.F. LOW SILL #4072A.6063 -T8 R b8 ,w, 1073 au.•crn.vvainncn.nc.vnws,.auvwv BEEN 01b i-�Wl 7CASP • d� `�`-y�.�;;::...:� iii �` 59 1 1624 ISCREEN SPLINE -.135 DIA FOAM 61624K FRAME, I.F. JAMB _ soy 49 FRAME. I.F. HIGH SILL ® #40748, 8093 T8 AS RADIUS ^ * : p1°•5 . (y' * ® 114073/4 8083•re (USED TOP HEAD) I I II ; 111bf_ ��'O '• SSO 1 FLO ''.� '',. ,1,1 f0/07/f! A10CWW0@87H/88HEkT Nroanem m6 •"'° �" dR ! a G7fANOFpQ/IPGLASST1P870, pRmHS J4K futsme s aae�c n .FL3W ALUOiL SINGLE HUNG WINDOW IMPACT SSIONP" `` A LY1�11�1 MBJLEO2�- P.E. • ersw• aary r" RK 8!!/06 d L SH70� NTS B a 11 4040.20 d FLP.E.#68706 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ® I or 47 I.F. FRAME SEALANT ALONG ENTIRE JOINT (• • • • • • i Z i i, l I.F. FRAMEQ �-2.784-1 • • • • • R • • • • I/ I . . ... . ... II 2.�so 2 .062 ••• ••• •• i •i• i E—i.062 6—or 50 FLANGE FRAME HEAD •.. • • : • #4002A 6083d8 2784--� I • • • • • • • •• • 1 749 O FLANGE FRAME SILL (LOW)• • • • • • . • • �� #4003C, W83 Te I 6 or W ALONG O FLANGE FRAME JAMB #4004, 6063.76 (USED AS RADIUS TOP HEAD) .JAW A 1.461+-J T OSASH STOP #4026,6003 -TG Ir "C,r .062 1.5 1,707 .062 21 FIXED MEETING RAIL23 SASH TOP RAIL #4064A, iHD-T8 muou, 6063HS-T8 Imo -2.784—► 69 FLANGE FRAME SILL (HIGH) #4050A,6083•TO 1.613-►��.736 040 17 SASH STOP COVER #4063,6063•TS 2.328—«•1 1.979 [.:062— SEALANT ORS �LWU ` OSS (2) I AT HEAD AND SILL U I VIEW D -D VIEW E -E (111 &VIEW HEAD &SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION — — — — 060 1.185 � .878 1.6�-�--_I7 .662 L -L 41 GLAZING BEAD. 5/16" #40398,6083 -TS 28 SASH BOTTOM RAIL(LOW) 04007, SW3•T5 050 1,o96T O GLAZING BEAD 7/16" #4222,6063-T5 68 SASH BOTTOM RAIL (HIGH) #4061A,6063•T6 P.o.91Q)C gun 99DI90b118, R 897/4 31 SASH SIDE RAIL 0400$ 6063 -TS .05D—j 8 1.116T� �i� 45 GLAZING BEAD, #9860, 6003 -TS (USED W/ GRILL KIT) 1 050 --►.678 -T 1.096—r � 42 GLAZING BEAD, 5/16" 9 -o-onl 1'Rml! 08o0�y9ugwUhUroFlorhl8 94044B, 6053.75 (USED W/ GRILL Kn) q rotl% t0 .83 ori —f .71.097 46 GLAZING BEAD, 13/1+ #4087,6083-T5 I ALUM. SINGLE HUNG WINDOW, IMPAC Vtsibly Etter 81lloD HHif �7 a 11 "4040-20 9nu�i� ac No. 58705 :� '•, STATES r Z,'� FS.S/ONA�� A. LYNI(1'Mlil A, P.E. FL P.E.# 68705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ANCHOR QUANTTfIES FOR 1M FLANGED WINDOWS TABLE 9. PQ HEAD 2 JAUBABOVE 2 3 WINDOW HEIGHT SUBSTRATE: 28.603 34.803 40.603 46.803 52.603 58.803• •84.803 • • 000 ANCHOR WNDOW1 TYPE: GLASS �p p z zz "p ANDOWS pz:10zzczVLp p"8 zz r��• •pz p • �pz �$ �38 �UQ �jp t UWIDTH TYPE C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 18.125 HIJ,KL 1 21 1 1 1 1 2 1 1 1 2 22 1 2 22222 2 2222 2 2 2 2 _1 2 '� 2� $3 $ 1 1 1 1 1 1 1 1 M•1 a A,B,M 211111211122212222222222 f2122 222222 V 22'13 C,D,E,F,G,_24.000 H,1,JKL 1 2 1 1 1 2 9 21 21 2 22 1 2 2 2 2 2 2 2 2222 2 32 2 2 22 32 2 2 2 3 3A,B,M_ 1 1 _1 1 12111212121222122222222222222223222223222233C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 f33 1 32000 H,I,JK,L 121222237 222231223 33222323222333223334323344ABA 91 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 12922223122223122323222323222333223334323344 C,D,E,F,G, 1 9 1 1 1 1 2 1 1 2 1 2 2 1 2 2 2 2 1 2 2 1 2 37000 H,IJK,L 221222231223232223232223232323342 _1 333343334353344 ABM 1 1 1 1' 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 221222231223232223232223232323342333343334353344 PS 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 22232223232223232323242333342334353334453344 AB,M J22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 222322232322232323232423333423343533344b3344 PS 79 CAE FG, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 222222232223232233242333342333342334353334453445 AB,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22222223222323223324233334233334233435333446 445 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 222222232223342333342334342334353334353345483455 AB,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 22222223222334233334233434233435333435334b463455 PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 3 53.125 HIJ,KL 2 2 272 2 2 2 3 2 2 2 3 3 4 2 3 3 4 314 2 3 3 4 3 4 313 3 4 3 5 3 3 4 4 4 8 3 4 4 5 4 6 _2 3 4 5 6 AB,M 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 222222232223342334342334343334353344453345483445 =4 � =A► 35 m ALUM. SINGLE HUNG WI rmxwma, q 3rvayh , -•wu,c axon NTS 8 a 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4' ELCO TAPCONS • • 2 -1/4' ELCO 884 CRETE -FLEX • • 3 - #12 SCREWS .. ANCHOR LOCATIONS ARE BASED ON THE FOLEOWIING DIMENSIONS. HEAD -18117 MAX. FROM TOP CORNERS JAMBS -171!2° MAX FROM TOP CORNERS • • 15' MAX. FROM BOTTOM CORNERS • W MAX. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED • •3.1111ISTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF TE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. ® 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP UMEDIII 1118 HEAD 2 JAU® ABOVE 2 3 MTG. RAIL JAMB BELOW URG. RAIL (FULL DP) HEAD 2 JAUBABOVE 2 3 .� LYNN Aft MTG JAU� BELOW MTG. RAIL _ {t i No•`'BTfl aa� a $F ANDOWS ���O,c • ovtN IW, IMPACT ,FSSIONP`��;`��` A. LZItAldii 3, P.E. umw ro. 4040-20 D FL P.E.# 68705 . . ... . . . ... . . . . . . . . . . ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE WINDOW HEIGHT • • • • • SUBSTRATE 28.855 37.155 44.656 1 52.155 58.855 67.1 • ;*74.05- -0 76o= ANCHOR TYPE. o o U ❑ ❑ ❑ ❑ U U p❑p v U ❑ v U ❑ • p❑ U• zz • U WINDOW GLASS N Np�-pN NO�OcNgNO`-Oc30"�O�O�iONO ZNONO1.8't3HNO`•OcNO'fz - WIJTH TYPE U 3 o n 3 8 8 c� 3: _1 1 1 _1 1 1 1 7 1 1 1 1 1 1 1 9 _1 1 1 9 9 1 98.125 HIJ,K,L 1 1 1 1 1 1 2 2 2 1 2 2 2 2 2 9 2�2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2- -2 -�L 3 2 1 1 1 1 1 24.000 1 KLAK,L A,B,M 3?_000 A4B.ML 37.000 1 H.IAK.L 111 111 22222223222333223333334333433243443243 AB,M 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 2 1 2 2 1 2 1 1 1 1 1 1 212 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 :3L3 '313 4 3 3 2 4 3 4 4 3 2 4 3 PSF 54 79 82 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40,000 H,I,J,K,L 111 111 22222223223333223343 33433333434433434433b3 A,B,M Z Z 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 3 3 3 3 2 2 3 3 4 3 3 3 4 3 3 3 3 3 4 3 4 4 3 3 4 3 4 4 3 3 fi 3 PSF 49 79 56 79 78 C,D,E,F,G, 2 2 1 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2k22 2 2 2 L43 2 44,000 H,IAK,L 111 9 7 1 22222233223334233344 3343!443343]4L4J�L3�4L3 443343454A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 2 3 3 3 4 4 3 3 4 3 4 5 L4 PSF 48 74 51 74 791 79 C.O,E.FA. 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3L43 2 48,000 H,IJ,K,L 1171-1 11 2222223322333433334433444433444443fi 44454 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 1 11 11 12 22 22 23 322333 43 3 3 3 4433 4 4 4 4 3 3 4 4 4 4 4 3 5 4 4 4 5 4 11 PSF 41 67 46 67 76 79 CM.E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 53.125 KI,J,K,L 111111 222222 33333344334444 3344443344554354554354 A,B,M 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 1 1 9 1 1 1 2 2 2 2 2 2 3 3 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 3 3 4 4 5 4 4 3 5 4 6141413 5 4 J.J rsjl j —t , f0l07Hf 1 D lNommm7m&mr ..__. __ __. _..._ -- K0110M,F, I � ALUM. SINGLE HUNG WI I.NOKOplt8,R34274 yy/$jy gB es,ata,e sosm so' NTS 1 9 d 11 1.•ANCHOR TYPES: 1- IW ELCO TAPCONS • 2 -114' ELCO S84 CRETE -FLEX • • 3-#12 SCREWS • 2. m:m LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -1S 1/7 MAX. FROM TOP CORNERS JAMBS -17 IW MAX. FROM TOP CORNERS • • 15' MAX. FROM BOTTOM CORNERS • S' MAX. BELOW MTG. RML L• SILL -ANCHORS NOT REQUIRED • ONSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF ®NOTE 2. 4. TASLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE V LESS. ® 5: DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHOR$ SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. LS TABLE KEY: Ronda JAMB ABOVEL3 3-alu�cAaa �, MFG. RAIL JAMB BELOW MTG. RAL > oauc Jy6 ABOVE 2 2 ��. � �,.-::. •ice ��` O� • "FNse MTG. RAIL JAMB BELOW No.5s1o,` MTG. RAIL 4RD VI�p EW ',�0�; • .. FI oR�°P�af9 IMPACT ,P.E a� A. LYNN MILLI 4040-20 D FL P.E.# 68705 8I-31 1-11 11"UIP;IN11-8 18.125 24.000 D,E.F K,L W-000 D,E,F, KL P! 37.000 D,E,F, KL Pt 40.000 DFF, KL P! 44.000 D,EX, KL P: 48.000 D,E,F, KL R 63.125 D,E.F, KL 2 . • ... • . . ... 3 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. QP IM ED) 112 JAMB BELOW1 2 1 MTG. RAIL ��� V �� p� ............ � (FULL DP) TABLES. JAMB BELOWe2 NUG. RAL RAL : ,Q '.i . Te to _ ,USTOMVIEW %�p� '•. ,�IORtOP•' ��`� ���'�`;,S/ONAL�?��• JDOW IMPACT SASH HEIGHT A LYNIG�unpA P.E. 4040.20 D FL P.E.# WM SUBSTRATE. 12.778 15.776 18.778 1 21.776 24.778 27.776 30.778 31.106 ANCHOR TYPE no 21 412I11WINDOW " 2 a "N$.$4 WQ1TH 3 3 19425 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 1 2 2 2 1 2 1 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 78 2 1 2 2 2 2 3 2 1 3 3 2 1 3 3 1 3 3 3 3 3 4 3 3 4 3 4 40.000 74 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 44.00088 78 2 2 2 2 2 2 3 2 1 3 3 1 3 3 4 3 3 4 3 4 5 3 4 5 3 4 48.00083 72 79 2 2 2 2 2 2 3 2 1 3 41313144131 4 4 3 4 5 3 4 5 1 3 1 4 53.125 731 58 BB 72 2 1 2 1 2 2 2 2 3 3 3 4 3 4 1 4 1 3 1 4 1 5 3 4 1 5 3 5 15 3 1 5 I BQX ALUM. SINGLE HUNG IRA 1�1mAP.O. 718, FI.60274 Vts/bbly Batta► •ermaar mIc mre SHM NTS 10 s 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4" ELCO TAPCONS • • 2 -1/4" ELCO SS4 CRETE -FLEX • • • 3 - #12 SCREWS 2 ANC®QF; LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS: • •NEAD 1112" MAX. FROM CORNERS JAMBS -171/2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL e • • 16" MAX, FROM BOTTOM CORNERS • LL- ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM e� VIEW WINDOWS FROM TABLES 7. AND S. USING THE ONENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE S. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ® WINDOWS ARE 12 618" MIN. TO 38" MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. (L DESIGN PRESSURE LIMITATIONS: ev 312E BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX. PSF (DP LMTED)i 112 HEAD 2 JAMB A13OVEI 2 MTG. RAIL FU( LL DP) HEAD2 JAMB ABOVEH4 MTG. RAIL ® TABLE 8. KEY: MAX PSF QP IM ED) 112 JAMB BELOW1 2 1 MTG. RAIL ��� V �� p� ............ � (FULL DP) * ; N0.68705 - JAMB BELOWe2 NUG. RAL RAL : ,Q '.i . Te to _ ,USTOMVIEW %�p� '•. ,�IORtOP•' ��`� ���'�`;,S/ONAL�?��• JDOW IMPACT otiaox" vwe A LYNIG�unpA P.E. 4040.20 D FL P.E.# WM 3.35 KSI MIN. CONCRETE OPTIONAL 1x , WOOD BUCK, C (SEE NOTE 4) EXTERIOR INTERIOR ALLHEAD AND SILLDETAI ) CONCRETE ANCHOR -(SEE NOTE 1 & 3) ® 2x WOOD BUCK ®(SEE NOTE 4) '.a 13/8° MIN., V4" TAPCON A •1•34° MIN.. 'U4" CRETE-FLEXEM • • • • • • .. . • ® NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIA MI-DADE COUNTY OVER 1/�j° ELC� TAPCON3 R 1/ SS4 Cl:MTE-FLEX. MINIMUM DISTANCE FROM • • • OR Tom` IC�ETE EDG�13/� i i RnR WOOD APPIUCAT1 •GNSIIN MIAMI-q%:--OUNTY, USE #12 STEEL SCREWS (G6) OR (SEE NOTE 2 & 3)® • 34 CO• • DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE Lei A 13/8' 114° MAX SHIM -+0 1 114° 1/4° MAX SHIM �� MIN.' CONCRETEANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) 3.35 KSI MIN. CONCRETE �..; OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4% CREW WITH FULL ENGAGEMENT INTO THE ALUMWUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPOONS MAY SE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.&4 (SUPPLEMENT 2006). WOOD ANCHOR, FH BELOW MEETING® RAIL (SEE NOTE 2 & 3) ' II INTERIOR J f� (ALL JAMB DETAILS) 2x WOOD BUCK EXTERIOR (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE MAX. {� SHIM I 131" DIA. h x2lWM AT CORNE AND 5" C D FRAME 1/4" MAX SHIM DETAIL F, (HEAD) CH AfMTIM ODD FRAME a- 131° DIA. MIN. x 210 NAIL, AT CORNERS AND Ir O.C. 131" DIA MIN x2;NAIL, AT CORNERS AND W O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE DETAIL G, (SILL) 1/4° MAX SHIM T P.O. B�(1828 ALUM. SINGLE HUNG M Hcxoems. Fl.34274 y�,Sy Betmr. sate s.r et000 NTS 11 a 11 ""Ift LYNN &14 1T�•;GEN3f it ; %,,. 68705 ;O.o •.. oP..a0 IMPACT 'A. LYNM Ml ilW P E.` 404020 U FLP.E.#58705 RS, UIRED.MUST HAVE #12 TRIMFIT HEADS. • 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 1318* CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° INSTALLED DIRECTLY TO SORII ®SWOK MIN. LID THE SUBSTRATE OF WOOD BUCKS TO BE —� ENGIof2tjl i1NUM T TERIAL SHALL VED BY 6.�pR �ION8M BEAITY MINIMUAVING JU STRENGTH OF MW5 AN M1 MINIMUM106MA ° THICK* THE ALUMINUM STRUCTURAL MEMBER SHALL BE .114X• • *OF A61ZIt TO RROVIDE fUL?.%"AT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL S CONCRETEANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) 3.35 KSI MIN. CONCRETE �..; OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4% CREW WITH FULL ENGAGEMENT INTO THE ALUMWUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPOONS MAY SE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.&4 (SUPPLEMENT 2006). WOOD ANCHOR, FH BELOW MEETING® RAIL (SEE NOTE 2 & 3) ' II INTERIOR J f� (ALL JAMB DETAILS) 2x WOOD BUCK EXTERIOR (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE MAX. {� SHIM I 131" DIA. h x2lWM AT CORNE AND 5" C D FRAME 1/4" MAX SHIM DETAIL F, (HEAD) CH AfMTIM ODD FRAME a- 131° DIA. MIN. x 210 NAIL, AT CORNERS AND Ir O.C. 131" DIA MIN x2;NAIL, AT CORNERS AND W O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE DETAIL G, (SILL) 1/4° MAX SHIM T P.O. B�(1828 ALUM. SINGLE HUNG M Hcxoems. Fl.34274 y�,Sy Betmr. sate s.r et000 NTS 11 a 11 ""Ift LYNN &14 1T�•;GEN3f it ; %,,. 68705 ;O.o •.. oP..a0 IMPACT 'A. LYNM Ml ilW P E.` 404020 U FLP.E.#58705