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WS-08-1496Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 MIAMI SHORES PRESBYTERIAN Address Contractor(s) Phone THE COMPANIES OF R&S INC 305 -256 -6666 Cell Phone Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $2.40 $0.80 $5.00 $200.00 $15.00 $5.00 $228.20 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Protect Address 602 NE 96 Street Miami Shores Village, FL 1132060141410 Block: Lot: MIAMI SHORES 602 NE 96 ST MIAMI FL 33138 -2742 Parcel Number Phone (305)754 -9541 Type of Work: WINDOWS No of Openings: 10 Additional Info: IMPACT Classification: Residential Total $ 0.00 $ 0.00 Payment Type: Amt Paid I Amt Due $ 0.00 53 kP PAI® Expiration: 03/01/2009 Applicant Cell Valuation: Total Sq Feet: September 02, 2008 Date $ 3,500.00 0 Available Inspections : Inspection Type: Window Door Attachment Final Final Shutters Shutter Attachment In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL; WINDOWS. DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated Tuesday, September 2, 2008 1 Inspection Date: February 02, 2009 Inspector: Bruhn, Norman Owner: CHURCH, MIAMI SHORES BAPTIST CHU Job Address: 602 NE 96 Street Project: <NONE> Miami Shores, FL Contractor THE COMPANIES OF R&S INC Building Department Comments January 30, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement e d i mmomusell Phone Number (305)754 -9541 rcel Number 1132060141410 Phone: 305 - 256 -6666 Page 1 of 1 Passed /1.17/! o g Inspector Comments CREATED AS REINSPECTION FOR INSP 100904. CREATED AS REINSPECTION FOR INSP - 99962. CREATED AS REINSPECTION FOR INSP- 98252. CREATED AS REINSPECTION FOR INSP- 97703. CREATED AS REINSPECTION FOR INSP - 92435. cc Mullians are not attached per plan Mullians require inspection Windows are missing screws NB CC NO PERMIT AVAILABLE AT JOBSITE. CONTRACTOR NEEDS TO BE ON JOBSITE TO VERIFY MULLION ATTACHMENT. 10/21/08 JMR Same comments. NB NB CC Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: February 02, 2009 Inspector: Bruhn, Norman Owner: CHURCH, MIAMI SHORES BAPTIST CHU Job Address: 602 NE 96 Street Project: <NONE> Miami Shores, FL Contractor THE COMPANIES OF R&S INC Building Department Comments January 30, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement e d i mmomusell Phone Number (305)754 -9541 rcel Number 1132060141410 Phone: 305 - 256 -6666 Page 1 of 1 teturn to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 'Bill To MIAMI SHORES BAPTIST CHURCH CHURCI- MIAMI SHORES PRESBYTERIAN CHURCH 602 NE 96 ST MIAMI, FL 33138 -2742 Date Fee Name 11/30/2008 Reinspection Fee Friday, January 30, 2009 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: WS -11-08 -33344 Invoice Date: November 30, 2008 Permit Number: WS -8-08 -1496 Bond Number: Comments: Fee Type Fixed Total Fees Due: Fee Amount $75.00 $75.00 Payments Date Pay Type 01/30/2009 Credit Card Check Number Amount Paid $75.00 Change $0.00 Total Paid: $75.00 Total Due: $0.00 II replace 10 windows units in church education building Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 97703. CREATED AS REINSPECTION FOR INSP - 92435. cc Mullians are not attached per plan Mullians require inspection Windows are missing screws NB NO PERMIT AVAILABLE AT JOBSITE. CONTRACTOR NEEDS TO BE ON JOBSITE TO VERIFY MULLION ATTACHMENT. 10/21/08 JMR Failed 0714 Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. Al until Inspection Date: 11/13/2008 Inspector: Bruhn, Norman Owner: CHURCH, MIAMI SHORES BAPTIST 96 in Inr' Job Address: 602 Street NE Project: <NONE> Miami Shores Village, FL Convector: THE COMPANIES OF R&S INC Building Department Comments Wednesday, November 12, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 256 -6666 Page 1 of 2 replace 10 windows units in church education building Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 98252. CREATED AS REINSPECTION FOR INSP- 97703. CREATED AS REINSPECTION FOR INSP- 92435. cc Mullians are not attached per plan Failed Mullians require inspection Windows are missing screws NB I6 Correction CC Needed NO PERMIT AVAILABLE AT JOBSITE. CONTRACTOR NEEDS TO BE ON JOBSITE TO VERIFY MULLION ATTACHMENT. 10/21/08 JMR Same comments. Re- Inspection NB Fee a) 44.44•64.4 4(1444i.dr 4,40/ ak ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Date: 11/25/2008 Inspector: Bruhn, Norman Owner: CHURCH, MIAMI SHORES BAPTIST ('ur nru Job Address: 602 I96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: THE COMPANIES OF R&S INC Buildinu Deaartment Comments Monday, November 24, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 256 -6666 Page 2 of 2 13831 South West 59 Street Suite 100 Miami, Florida. 33183 Village of Miami Shores 10050 N.E. 2n Avenue Miami Shores, Fl. 33138 Dear Sir: LRG;cc RGE CONSULTING SERVICES, INC. CONSULTING ENGINEERS Re- 602 N.E. 96 Street Permit # WS 08 -1496 Miami Shores Presbyterian Church STATEMENT OF INSPECTION November 11, 2008 I, the undersigned, have performed the following inspections on the above referenced permit: Horizontal and vertical mullions — installation of such mullions was checked against the product approval # 06- 0125.07 (PGT Series 1 "X Heavy Wall Aluminum Clipped Mullion) and it was found to be in accordance with the requirements mentioned in such product approval. I, Luis Rosas- Guyon, having performed the required inspection, hereby attest that to the best of my knowledge, belief and professional judgment, the structural and envelope component of the above referenced property is in compliance with the Florida Building Code, shop drawings and other approved permit documents. sas -Guyon P.E. P.E. # 13725 Voice: (305) 386 -3858 Fax: (305) 382 -2722 E -mail: luis @rgecs.com replace 10 windows units in church education building Passed Inspector Comments CREATED AS REINSPECTION Mullians are not Mullians require Windows are missing NB CC A � IVa l'if?-r-11 e_zio 7 0xi 3i' (k�. --PPC FOR INSP - 92435. cc attached per plan inspection screws Atiw.-t v LE - Failed Correction Needed re, rJeWro 6 °` ° t,f i 7---y ft2 01r -7--, Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 1 So Inspection Date: 10/21/2008 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST Job Address: 602 96 Street NE Project: <NONE> Contractor: THE COMPANIES OF R&S INC Building Department Comments Monday, October 20, 2008 Miami Shores Village, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 23 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 256 -6666 Page 2 of 2 IBM To 1 MIAMI SHORES BAPTIST CHURCH MIAMI SHORES PRESBYTERIAN CF 602 NE 96 ST MIAMI, FL 33138 -2742 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name 11/13/2008 Reinspection Fee Friday, November 21, 2008 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: WS -11 -08 -33259 Invoice Date: November 13, 2008 Permit Number: WS-8 -08 -1496 Fee Type Fixed Total Fees Due: Fee Amount $75.00 $75.00 Payments Date Pay Type 11/21/2008 Check Check Number 4052 Amount Paid Change $75.00 $0.00 Total Paid: $75.00 Total Due: $0.00 II replace 10 windows units in church education building ®® Passed Inspector Comments cc a /:1, / //44J , .te /Ed 4 7 d r— ,�t4r Z lam'° , ccl s �-�r t se.H.c e.,.J Failed 8- 1 Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 10/15/2008 Inspector: Bruhn, Norman Owner: CHURCH, MIAMI SHORES BAPTIST rw I Job Address: 602 96 or► S treet NE Miami Shores Village, FL Project: <NONE> Contractor: THE COMPANIES OF R &S INC Building Department Comments Tuesday, October 14, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 256 -6666 Page 2 of 2 Shuccs & Bowen LLP 1500 Miami Genre' 201 Somh Biscayne BoLlievard Miami, FL 33131 305,358.6300 • fx 305.381.9982 www.shu t ts. com SHUTTS LLP Soy - iIS� °'4 David S. Kinchen Director of Marketing ph 305.415.9473 fx 305.347.7706 dkinchen@shutts.com www.shutts.cotn Shmtts & BowLn LIP 1500 - ]VIianll Center 201 South Biscayne Boulevard Miam .G 1 33131 0' 305.358.6300 • Owner's Address ea ®2 N 9e 6r Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING q 13r0 �. • PERMIT APPLICATION !gyp FBC 2004 (OZ W!c 9960 3 Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Permit No. WS 0 f r,(0 Master Permit No. Permit Type (circle): Building Roofing ` S1102r pz 5/3y 7 C d-r-1 4 Owner's Name (Fee Simple Titleholder) /.�A / //) 4.44C//M itiC)r�°W Phone # - 7S City /1 / / SJ /OAS state fe-- Zip 33/ 3 Tenant/Lessee Name Phone # Zip X3)36 �jtl 6 3 P7 1J M D N8 CI AUG 1 3 298 B Y: FOLIO / PARCEL # Is Building Historically Designated YES NO X Contractor's Company Name /- 5 JiIC lJ Contractor's Address 7K Sk 120, City. N 1 1J-4 ( State FL. Qualifier Name f 're MIA( - Stat C rtificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: ['Addition ['Alteration ['New Describe Work: L.AJ1 a7 U A/ /1 >x*>k** **> k>x>t:>ka:>x **** *** *>x** **>k*** *** * * * * * *F ****> x*> x*> k> x• x* *• x> k�� x�x>k�x>k>x�x>i:>x>x>k>x>k>k *** *** Permit Fee $ 0 ° `v CCF $ ' 1V CO /CC Notary $ Training/Education Fee $ 'O Technology Fee $ S -00 Scanning $-. Submittal Fee $ Zip 33/ 7'' Square / Linear Footage Of Work: i Repair/Replace Radon $ DPBR $ Zoning $ Phone # 0 ZJ� (pfe Phone # Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 0112U ' 0 See Reverse side -* [' Demolition E UC-4 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 CONDmONERS, 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 NO Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10/07) Owner or Agent Contractor The for oing instrument was ac ,.: wledg D� p m ' e kJ The for mg instrument was acknowledged before day of 1 E , 20 by � b IC UX/� , 20 Cg_, by 1 T who is perso ally known to me or who has produced .JI� who personally know to me or who has produced / 44 — 0 & ® As identification and who did take an oath. as identification and who did take an oath. ,� ��A . ti 's c p . � 49. e*, ,.,„ „C° 4 V, **** ***** ** * * * *a***** * * ****** *** *** r ** * **** * * *,x,x**:x****,x*** .. * ._* NOTARY PUBLIC: Sign: Print My Co Plans Examiner Engineer Zoning 4 August 12, 2008 Miami Shores Village Building Department 10050 N.E. Second Avenue Miami Shores, FL 33138 Dear Building De Please be advised that David S. Kinchen is authorized to represent Mazni S Presbyterian Church on its entire campus for all transactions. Sincerely, t414:44 h. tif-wa--) IIflII S 0 ES PPt3 bYTfPIflhl CtitiP(fl ent Personnel, Wilda G. Womer, Business Manager 602 N.E. 96N1 STREET • MIAMI StiORES, FloRiciA 33138 • TElEplioNE: 305-754-9541 • Fix 305-758-9597 E-MAR: msbc q • WEb SITE: NWAV.MSDC-NET LL Tr : 1 g AUG 1 3 2e98 BY: VI r I 217 216 114 115 07 215 116 Miami Shores Presbyterian Church School Building 602 NE 96th Street - Miami Shores, Florida 33138 305- 754 -9541 Womens First Floor 113 Mechanical Second Floor Pa rk Drive Mens 112 111 ®, 211 210 10 n.t.s. Miami Shores Presbyterian Church School Building 602 NE 96th Street - Miami Shores, Florida 33138 305- 754 -9541 Window Replacement Legend: 1. Series SH -600 Aluminum Single Hung 2. Series SH -600 Aluminum Single Hung 3. Series SH -600 Aluminum Single Hung 4. Series SH -600 Aluminum Single Hung 5. Series SH -600 Aluminum Single Hung 6. Series SH -600 Aluminum Single Hung & Series PW -701 Aluminum Fixed Window 7. Series SH -600 Aluminum Single Hung & Series PW -701 Aluminum Fixed Window 8. Series SH -600 Aluminum Single Hung & Series PW -701 Aluminum Fixed Window 9. Series SH -600 Aluminum Single Hung & Series PW -701 Aluminum Fixed Window 10. Series SH -600 Aluminum Single Hung & Series PW -701 Aluminum Fixed Window ( \ --- -1 l ( 1 � 0 i E • • • • • • ANCHORS DETAIL "B", "C" OR "D" AT BOTH -EIJDS AND - AT BOTTOM MULLIONS • •• • • • • •• • •• •. • • •••• • • •• • • • • • •. • • • • •• • • • • •• . • • ..•. M1) M2) w • •• W1 . I W2 .. • • w W = 14/1 +W2 '....'H = H1 +H2 Pr.:1/1/ I ND 0 W MULLED :.' /ONE ABOVE' FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 MAX OPENING = W OR 14/1 +W2 MULL LENGTH = H1 ANCHORS DETAIL A ANCHORS DETAIL A ANCHORS DETAIL "B', "C" OR "D" AT BOTH ENDS AND AT BOTTOMS —W1 W2 ` W3 - w W = W1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = W1 +W2 01? W2 +W3 MULL LENGTH = Hi USED IN THE DESIGN OF THIS PRODUCT. NOTES: 1. THE 33 1/3Z STRESS INCREASE HAS NOT BEEN 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT APPLICATIONS. 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS-200 1 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE — A MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS A TO THE STRUCTURE. r 1 MULLIONS MAXIMUM OF (7) UNITS. FOR ANCHORAGE TYPE, obert L: Clark, P.E. PE #39712 Structural - ANCHORS DETAIL "B'Y C "OR "D" BOTH ENDS ANCHORS DETAIL . "B", "C" OR "D" BOTH • H ( ` I 7 i W2 W W —W1 +W2 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revsd F.K. Revsd By: F.K. Drown By: P.J. P. Description: Series /Model: MULLS MULLION (2) WINDOWS -MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W 01? .W i +W2 MULL LENGTH = H QUANTITY AND LOCATION, REFER Dat 5730/06 Dat : 5%5/06 Date: 4/28/00 Scale: NTS H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W TO SHEETS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Revisions: D—ADD NOTES 5 & 6 Revisions: C —ADD TECH. REFS. Sheet: 1 of 7 1" HEAVY WALL, ELEVATIONS PRODUCT RENEWED se compIykg with ths fleielia Balding Code Acceptance Ns 0?- dZ '� Title: ALUMINUM TUBE CLIPPED MULLION Drawing No. 6221 Rev: ti / .. • . ( M1 0 --) E • • • • • • ANCHORS DETAIL "B", "C" OR "D" AT BOTH -EIJDS AND - AT BOTTOM MULLIONS • •• • • • • •• • •• •. • • •••• • • •• • • • • • •. • • • • •• • • • • •• . • • ..•. M1) M2) w • •• W1 . I W2 .. • • w W = 14/1 +W2 '....'H = H1 +H2 Pr.:1/1/ I ND 0 W MULLED :.' /ONE ABOVE' FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 MAX OPENING = W OR 14/1 +W2 MULL LENGTH = H1 ANCHORS DETAIL A ANCHORS DETAIL A ANCHORS DETAIL "B', "C" OR "D" AT BOTH ENDS AND AT BOTTOMS —W1 W2 ` W3 - w W = W1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = W1 +W2 01? W2 +W3 MULL LENGTH = Hi USED IN THE DESIGN OF THIS PRODUCT. NOTES: 1. THE 33 1/3Z STRESS INCREASE HAS NOT BEEN 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT APPLICATIONS. 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS-200 1 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE — A MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS A TO THE STRUCTURE. r 1 MULLIONS MAXIMUM OF (7) UNITS. FOR ANCHORAGE TYPE, obert L: Clark, P.E. PE #39712 Structural - ANCHORS DETAIL "B'Y C "OR "D" BOTH ENDS ANCHORS DETAIL . "B", "C" OR "D" BOTH • H ( ` I 7 i W2 W W —W1 +W2 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revsd F.K. Revsd By: F.K. Drown By: P.J. P. Description: Series /Model: MULLS MULLION (2) WINDOWS -MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W 01? .W i +W2 MULL LENGTH = H QUANTITY AND LOCATION, REFER Dat 5730/06 Dat : 5%5/06 Date: 4/28/00 Scale: NTS H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W TO SHEETS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Revisions: D—ADD NOTES 5 & 6 Revisions: C —ADD TECH. REFS. Sheet: 1 of 7 1" HEAVY WALL, ELEVATIONS PRODUCT RENEWED se compIykg with ths fleielia Balding Code Acceptance Ns 0?- dZ '� Title: ALUMINUM TUBE CLIPPED MULLION Drawing No. 6221 Rev: • • WOOD BUCK •• • • ►• • PGT 1 x MULLION MULLION CLIP. CUT FLANGES OFF CLIP 2 MI TO FORM A "U" CHANNEL AND INSTALL AS SHOWN 'POT lx MULLION- #12 SCREW, SEE NOTE 3 FOR 1" MULL 4 TYPICAL MULLION TO MULLION INSTALLATION, DETAIL "A" • •• • • • • •• d am• _ • • •••• • • •••• • • • • •• •••• PGT 1x MULLION SEE NOTES 2 & 3 2 MIN. 2-h(TYP) i (TYP) 2" OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES PGT 1 x MULLION (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 TYPICAL, MULLION TO STRUCTURE WITH NOTES: WOOD BUCK. DETAIL "B" 1 . FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1 /4 " TAPCONS OR 1 /4 " SS4 CRETE -FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE i :.. IS 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4". CRETE -FLEX 1 3/4" NOTE 1 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR A STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL - TO -CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP -TO- OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING A OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. WOOD BUCK REMOVED TO CONCRETE #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 PGT 1 x MULLION -- 3 d' Robert L. Clark, P.E. PE #39712 Structural 11" WOOD r BUCK INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 2 SEE NOTE 1 } TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC., DETAIL "C" F -2" OR 4 "----1 Title: Revsd By: F.K. Revsd By F.K. Drawn By: P.J.P. Description: MULLS MIN. Dat: 5l3 %6 53/ 04 Dote: 4/28/00 2" OR 4" TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "D" TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Revisions: D— MODIFY NOTES 3 & 5 Revisions: C — ADD EMBED. DETAILS #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE _ WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR, SEE NOTES 1 & 3 ALUMINUM TUBE CLIPPED MULLION Series /Model: Scale: Sheet: Drawing No. PRODUCT RENEWED as cousplyteg with the Florida Bidding Cede Acceptance Nsd. -•I .• 1" HEAVY WALL, CLIP INSTALLATION DETAIL NTS 2 of 7 6221 • • • . • 1 " MULL -CLIP • (CL4f'. P? OPENING) rXTRJS/QN ©►1 •- • -..•• • • • • 4 •..• • • • • • • • • • • . • • .. •• • • ...• • L 1" MULL CLIP W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 CLIP LENGTH CHART FOR 1x MULL MULL SIZE 1 x 2 x 3/8 1 x 2 3/4 x 3/8 1 x 2 3/4 x 21/32 1 x 4 x 3/8 1 3/16 1 15/16 1 3/8 3 3/16 3 + f-- •- -A /2 4MAX. r O O 4MAX F LA TWO (2)- ANCHOR LOCATIONS' i A/2 A/2 g MIN . © THREE (3) ANCHOR LOCATIONS 3 MIN 8 1 32 - MIN. TYP. 1 ONE (1) ANCHOR TWO (2) ANCHOR LOCATION LOCATION NOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. -MIN. TYP. --1 14MAX. 13 1 1 6 TYp MIN. 1 © FOUR (4) ANCHOR LOCATIONS gMIN. TYP. (2)EQ. SP. 0 (4)EQ. SP. (A- 3/4)/2 (A- 3/4)/4 BMIN - A O THREE (3) ANCHOR LOCATIONS Robert L. Clark, P.E. PE #39712 Structural - —MAX. INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 gMIN - M1 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Re F. ey' Drawn By: P.J.P. Series /Model: MULLS 3 16 © SIX (6) ANCHOR LOCATIONS ® FIVE (5) ANCHOR LOCATIONS Dof : 5,3 %6 D at e: 4/28/00 Scale: NTS gMIN TYP. Revisions: D —NO CHG THIS SHT Sheet: 3 of 7 Revsd by: Date: Revisions: F.K. 5/5/06 C— REDRAW, ADD DIM. &NOTE as ca Florida Ihtbling Cede i�d' 1125.1 Description: 1" HEAVY WALL, ANCHOR LOCATIONS Title: ALUMINUM TUBE CLIPPED MULLION Drawing No. 6221 Rev: D • •••• • ••• • • • • • • • •• • .. .. • ... 0 • • 0 • 0000 • • • • • • • .. .. • • .0 0 • • 3 8 .. . 0000i0 .. .. 0000. ••••/, . ` t •••• • • • 1 1 8 2 1 8 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 21 32 x HEAVY V /ALL MULLS MAT'L: 6063 -T6 (.3 obert L. Clark, P.E. PE #39712 Structural 1 8 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Revsd F.K. Revsd By: F.K. Drown By: P.J.P. Description: Title: P.O. BOX 1529 dries /Model: NOKOMIS, FL 34274 MULLS 1 4 ' 7 : Revisions: 3 %6 D —NO CHG THIS SHT Dote: Revisions: 5/5/06 C —NO CHG THIS SHT Dote: 4/28/00 1" HEAVY WALL, MULLION PROFILES ALUMINUM TUBE CLIPPED Scale: 1 Sheet: 4 of 7 PRODUCT RENEWED as compbting a�#g Codeh eke FtarMa Acteptenee No MULLION Drawing No. 6221 t -0/25. i} Rev: D • • • • • • • • • • • • • 'CHART 2:, x2.75x.375 -- • • • • • QTY. & TYP. ANCHOR CLIP TO OPENING (3) A (3) B 80 (2) A (3) A (2) A (3) B (3) B (3) B (3) B (3) B (3) B (3) B 9 CLIP TO MULL 42 48 50,525_. 54 60 63 66 72 • • •• • 76 •••• • 78 •••• 84 • : • • 96 • 108 111 ANCHOR CLIP TO OPENING CLIP TO MULL 0 42 48 50.625 54 60 63 66 72 76 78 84 90 96 50 (2) A (3) B (3) B 170 170 149 170 134 170 170 166 145 131 72 68 54 50 113 86 • 73 ••67 • .54 • • 26 24 21 19 '.w.' .• •• war • •• 'CH14�RT•1. - 1)2X.375 QTY. & TYP. 50 (2) A (2) B (1) B 155 129 115 94 67 58 50 38 32 30 24 19 16 (3) A (3) B (3) B 170 170 170 170 152 131 113 86 73 67 54 43 36 25 23 60 (2) A (2) B (1) B 142 116 100 81 58 49 43 32 27 25 20 16 6 (2) A (3) B (3) B 170 170 161 147 127 112 97 73 62 57 45 37 30 21 19 70 (2) A (2) B (1) B 134 107 91 73 51 38 29 24 22 17 0 (3) A (3) B (3) B 170 170 170 170 131 112 97 73 62 57 45 37 30 21 19 80 (2) A (2) B (1) B 130 102 85 68 47 44 40 34 26 22 20 16 70 (2) A (3) B (3) B 170 161 148 135 116 99 85 65 54 50 40 32 26 18 17 90 (2) A (2) B (1) B 130 100 82 64 44 37 32 24 20 18 170 170 ` 154 170 150 170 140 170 136 165 116 99 85 ) 77 77 72 65 58 58 54 54 50 40 101 107 100 90 90 84 170 170 170 126 153 121 49 49 45 45 45 41 35 35 32 32 28 28 26 26 23 23 21 18 16 16 OPENING WIDTH IN INCHES 100 (2) A (2) B (1) B 130 99 80 63 42 35 18 17 110 (2) A (2) B (1) B 130 99 80 62 41 30 29 34 22 21 17 16 120 (2) A (2) B (1) B 130 99 80 62 41 34 17 15 OPENING WIDTH IN INCHES 130 (2) A (2) B (1) B 130 99 80 62 41 28 28 34 16 15 0 100 (3) A (2) A (3) A (3) B (3) B (4) B (3) B (3) B (3) B 170 170 146 119 100 96 84 80 45 42 41 38 32 30 160 (2) A (2) B (1) B 130 99 80 62 41 34 28 20 20 20 16 170 170 170 142 96 80 68 50 42 38 30 24 19 11 (2) A (3) B (3) B 170 149 134 118 93 77 65 48 40 36 28 22 18 0 (3) A (4) B (3) B 170 170 170 141 93 77 65 48 40 36 28 22 18 17 15 15 120 13 (2) A (3) A (2) A (3) B (4) B (3) B (3) B (3) B (3) B 170 149 134 118 92 76 64 46 38 35 27 21 17 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. 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 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4') B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. 170 170 170 149 170 134 141 118 92 92 76 76 64 63 46 45 38 37 35 33 27 26 21 20 17 16 / Robert L. Clark, P.E. PE #39712 Structural 0 (3) A (4) B (3) B 170 170 170 141 92 76 63 45 37 33 26 20 16 16 (2) A (3) B (3) B 170 149 134 118 92 76 63 44 36 32 24 19 15 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 0 (3) A (4) B (3) B 170 170 170 141 92 76 63 44 36 32 24 19 15 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS INDUSTRIES Revsd By F.K. Revs By: Drawn By: P.J.P. Vertical Mull k _Opening_l Width Mull Length Horizontal Mull Opening Width l F Mull Length Multiple Mulled Units r L .----- Opening Width Mull Length 1 Dat: 5 ,3 %6 Date: 5/5/06 Dote: 4/28/00 Revisions: D -NO CHG THIS SHT Revisions: C— MARKED REVISIONS Scale: NTS Sheet: 5 of 7 PRODUCT RENEW= es eolopbing with the noddle Bidding Cede Aceeptauce No ` - 01.. 5.02 BY Divides Description: 1" HEAVY WALL, PRESSURE CHARTS 1 & 2 Title: ALUMINUM TUBE CLIPPED MULLION Drawing No. 6221 Series /Model: MULLS Rev: D • • • •••• • • • ••• • • • • •• • • •••• • •• CHART 3. - 1x2.75x.650 QTY. & TYP. ANCHOR CLIP TO OPENING • . • • • CLIP TO MULL L • • • • • 170 170 133 125 118 106 91 29 170 170 152 143 135 108 91 84 67 54 29 170 160 117 110 103 92 77 71 57 46 24 170 170 134 126 118 92 77 24 170 148 106 99 93 81 68 21 170 169 156 142 122 114 107 81 68 21 170 141 99 92 86 73 61 18 170 161 113 105 97 73 61 18 170 138 94 87 81 67 56 57 r 50 50 ,, .. .• 46 40 40 36 36 32 17 Vertical Mull �Opening� Width Mull Length Horizontal Mull Opening Width I Mull Length Multiple Mulled Units Opening Width Mull Length 1 OPENING WIDTH IN INCHES 170 158 107 99 90 67 56 51 40 32 17 170 137 109 90 83 77 63 52 15 170 157 125 103 95 85 63 52 15 (3) B (2) B 170 137 108 88 81 75 60 49 45 35 28 Rob -art L. Clark, P.E. PE #39712 Structural 110 (2) A (4) B (2) B 170 157 101 93 82 60 49 45 (3) B (2) B 170 137 iID 88 80 73 47 58 43 120 (2) A (4) B (2) B 170 157 100 91 80 58 47 43 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 (3) B (2) B 170 137 1: 42 35 33 33 32 28 26 26 25 130 88 80 73 56 46 24 23 23 21 21 20 20 18 Revsd By: F.K. Revsd By: F.K. Drawn By: P.J.P. Title: (2) A (4) B (2) B 170 157 100 91 79 56 46 42 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. 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 1/4") 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 1" HEAVY WALL, PRESSURE CHART 3 ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS (3) B (2) B 170 160 137 123 108 88 80 73 56 45 .3 %6 55/06 Dote: 4/2$/00 Scale: NTS (2) A (4) B (2) B 170 157 100 91 79 56 45 30 30 23 23 18 Revisions: D -NO CHO THIS SHT Revisions: C- MARKED REVISIONS Sheet: 6 of 7 • exenktisiterttb Fps litiadhleede Ay:etyma No - tt 07 • Drawing No. 6221 Rev: CHART 4. -1 x4x.375 QTY. & TYP. ANCHOR 50 CLIP TO (2) A (3) A OPENING (4) B (6) B co w 0 z 1- Q- J CLIP TO MULL& •• •• • • • •96 • 1?? • • ••144 . • ••• • • • • •• (5) B (5) B 42 170 170 48 170 170 50.625 170 170 54 170 170 60 170 170 63 170 170 66 170 170 72 154 170 • . . 144 170 • •• 78 ;140• 170 •••••84 • 28 138 • 90 :142.: 112 • 92 92 64. 64 g• 59 ... 27 • •• • • • • • 60 (2) A (3) A (4) B (6) B (5) B 170 170 170 170 170 159 150 134 125 121 111 95 78 54 50 (5) B 170 170 170 170 170 170 170 170 170 154 170 144 170 170 160 148 135 120 112 108 117 98 95 82 78 67 54 47 50 43 22 19 70 80 90 100 110 120 (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (5) B (5) B (5) B. (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B 170 170 170 170 170 170 170 165 140 129 170 170 169 143 170 133 125 110 102 99 102 90 82 74 67 60 47 42 43 38 19 17 170 170 170 170 OPENING WIDTH IN INCHES 170 170 170 170 162 136 170 126 170 117 148 103 126 95 116 92 92 83 74 67 60 54 42 37 38 34 17 15 170 170 170 170 170 170 170 158 170 131 170 121 166 136 116 106 Vertical Mull �__Opening_4 Width Mull Length Horizontal Mull Opening Width Mull Length Multiple Mulled Units Opening Width Mull Length 112 98 90 87 83 77 67 62 54 50 37 34 34 31 15 170 170 170 170 170 170 170 157 170 128 170 117 156 108 127 94 108 86 99 83 77 73 62 58 50 47 34 li 32 31 29 170 170 170 170 150 120 102 93 ')rrt l.. Clare -, RE. PE #39712 Structural 170 170 170 170 157 127 169 116 106 91 83 80 73 69 58 54 47 44 32 30 29 27 170 170 170 170 170 166 145 115 98 89 69 54 44 30 27 170 170 170 157 127 116 105 89 81 78 66 52 42 28 26 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 .130 (2) A (3)A (2). A (4) B ?6) B (4) B 5fiB (5) B , (5) 170 170 170 170 170 170 144 112 95 87 Revsd By: F.K. Revsd By: F.K. Drown By: P.J.P. Description: Title: Series /Model: MULLS 170 170 157 127 165 116 105 88 79 75 66 62 52 48 42 38 28 25 26 23 160 (3) A (6) B (5) B 170 170 170 170 170 165 144 111 93 84 62 48 38 25 23 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. 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 1/4") 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 Dat 5130/6 Dat 515/06 Date: 4/28/00 Scale: NTS Revisions: D -NO CHG THIS SHT Revisions: C MARKED REVISIONS ALUMINUM TUBE CLIPPED MULLION Sheet: 7 of 7 s ,�EUe ® t � $ 6-a ` ° ` t 1" HEAVY WALL, PRESSURE CHART 4 Drawing No. 6221 • • •• • • • • • •• • • •' • • • • • • • • • •••• • • •••• • •• •• • • • • • • •••• • • • • •• • • • • •• •• •• • • • •• • • • • • • • • •• • • •••• • • •••• • • •• • • • NOTES: NON- IMPACT WINDOWS 1. GLAZING OPTIONS: A. 346" TEMPERED GLASS B. 1t4" TEMPERED GLASS C. 13/16" I.G. GLASS COMPRISED OF (2) LITES OF 3/16" TEMPERED GLASS WITH A 7/16" AIR SPACE. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) / B\ 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. MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI -DADE AND WHERE IMPACT RESISTANCE IS REQUIRED, 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 6. REFERENCES: TEST REPORTS FTL -3834 AND FTL -3847 ® ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS-2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT A EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Raved By: Date: Revell By Data: Revisbnv: CHG. NOTE2 TO REF. ASTM E 1300 -02 AND REVISE ANCHORAGE 1070 TECHNOLOGYDRNE FK 413107 8 NOTE 3. ADD REFERENCES TO NOTE 6 AND ADD NOTE 7. NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revad By. Max Revisions: F.K 12/15/03 A REDUCE ANCHOR SPACING Clem By Date: Checked : Defe: FIC 7/14103 Visibly Better NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, NON - IMPACT SoteaRtottek PW-701 Sheet 1 of 12 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 ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN 8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 10-12 PRODUCT REVISED as complying with the Florida Dadding Code Aceeptanor 0 - 04)8.05 Data Robert L Clark, P.E. PE !139712 Stu:twat •.. •. • • • .. • • • • • • • . .... • • • .• • • •• .• .• .. •• .• • •• • • • • • • •••• • • .• • • • • • • •. • •• • •••. • • •••• Rend By: Dor 3/16" TEMPERED OR - - T/4 "TEMPERED GLASS OUTSIDE OR MONOLITHIC GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME ( FRAME SHOWN) 11/16" NOM GLASS BITE a.vsdBy. Date: Reydatanic 1070 TECHNOLOGY DRIVE F.K 4,3107 B NO CHANGE THIS SHEET NOKOMIS, FL 34275 Rend By: bake Reviabna: F.K 12/15/03 A NO CHANGE THIS SHEET P.O. BOX 1529 Dawn By: l thedma = tie: NOKOMIS, FL 34274 F.K 7/14/03 3/16" TEMPERED GLASS 24 OUTSIDE OR p9T er s«reaaea.E PW -701 13/16" I.G. NOMINAL GLAZING DETAILS 7/16" AIR SPACE 3/16 TEMPERED GLASS NTSI 2 of 12 11/16" NOM GLASS BITE 13/16" I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) ALUMINUM PICTURE WINDOW, NON - IMPACT 4259 -3 B PRODUCT REVISED as complying with tie IlerW Bidding Code Acceptance No imam Date -i! Robert L Clark, P.E. PE #39712 3rnctural 2 09 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 = 120" X 59" OR MAX. AREA = 38.44 SQ. FT. HALF CIRCLE MAX. SIZE = 120" X 60" OR MAX. AREA = 39.27 SQ. FT. NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. Rand By: Dale: Raved By: Dale: Revisions: F.K 4/3/07 13 NO CHANGE THIS SHEET Raved B Dabs,: Revisions F.K 12/15/03 A NO CHANGE THIS SHEET Drawn By: Dew Chaarad ; Dale: F.K 7/14/03 EYEBROW MAX. SIZE = 120" X 60" OR MAX. AREA = 49.99 SQ. FT. 60" MAX. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 120" MAX. 116 1/4" MAX. DL RECTANGLE MAX. SIZE = 60" X 120" OR MAX. AREA = 50.00 SQ. FT. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Vs'sibly Better ELLIPTICAL MAX. SIZE = 120" X 59" OR MAX. AREA = 49.15 SQ. FT. FLANGED ELEVATIONS Dar 56 1/4" MAX. DLO sresimodet PV4` 170 I NTS QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. TRAPEZOID MAX. SIZE = 60" X 120" OR MAX. AREA = 49.99 SQ. FT. ALUMINUM PICTURE WINDOW NON - IMPACT swot 3 d 12 MAX. SIZE = 60" X 120" OR MAX. AREA = 47.32 SQ. FT. PRODUCT REVISED as complying with life Finsitis Raiding Code Mateptsuce N /4' D Robert L Clark, P.E. 4259 -3 1Rar6 PE #39712 v7 Road sr. F.K By: F.K 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 = 120" X 59" OR MAX. AREA = 38.44 SQ. FT. HALF CIRCLE MAX. SIZE = 120" X 60" OR MAX. AREA = 39.27 SQ. FT. NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. Rend By Date: Date: 413/07 Deter 12115103 Rev Revisions: B Dram Ely: Deter Checked or F.K 7/14103 60" MAX. TESTED SIZE 621 /4" FRAME O.D. $ NO CHANGE THIS SHEET NO CHANGE THIS SHEET Oafs: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. EYEBROW MAX. SIZE = 120" X 60" OR MAX. AREA = 49.99 SQ. FT. 122 1/4" FRAME O.D. r---- 120" MAX. TESTED SIZE -- ---+ -� 117 1/4" MAX. DLO RECTANGLE MAX. SIZE = 60" X 120" OR MAX. AREA = 50.00 SQ. FT. IPAGT visibly Better MAX. ELLIPTICAL MAX SIZE = 120" X 59" OR MAX. AREA = 49.15 SQ. FT. 57 1/4" MAX. DLO INTEGRAL FIN ELEVATIONS Seri PW -701 NTS QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. TRAPEZOID MAX. SIZE = 60" X 120" MAX. AREA = 49.99 SQ. FT. ALUMINUM PICTURE WINDOW, NON - IMPACT sheet 4 m 12 Daring No. 4259 -3 ARCH. MAX. SIZE = 60" X 120" OR MAX. AREA = 47.32 SQ. FT. Rev: B PRODUCT REVISED as cituply s with *e Florida Wen Code fra a';'ar$_:'s9+ze No E Mien Date L CIark, P.E. PE #39712 Stn n•hir . • • • • • • • • •• • • • • • • • • •••• • • •• • •• •• • • • • • • • • • • •• • • •••• • • •• • • • • •• • • •••• • •• •• • • • • • • • • • • • • •••• • • •••• • • •• • • • TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP-TO-TIP) GLASS TYPES: A. 3/16" TEMPERED GLASS, FTL -3834 B. 1/4" TEMPERED GLASS, FTL -3834 C. 13/16" I.G. GLASS (3/16'T, 7/16" SPACE, 3/16"1) FTL -3847 WIND. "X' DIM. GLASS TYPE WINDOW "r DIMENSION 15.000 20.000 25.000 30.000 35.000 _ 40000- _ 45.000 50.000 55.000 60.000 30.000 ;A,B,C +100.01 -150.0 +100.01-150.0 +100.01 -150.0 +100.01 -150.0 + 11e.0 � 450:0_ +1 -150.0 :000.01-mac) +100.01-150.0 +100.01-150.0 +100.01 -150.0 AREA 3.13 SQ.FT. 4.17 SQ.FT. 5.21 SQ.FT. 6.25 SQ.FT. 9 S 7.2Q.FT. 8.33 SQ.FT. 9.38 SQ.FT. 10.42 SQ.FT. 11.46 SQ.FT. 12.50 SQ.FT. _ 40.0001 A,B,C +100.01 -150.0 +100.01 -150.0 +100.01 -150.0 +100.01 -150.0 +100.01 - 150.0 00.01 -150.0 +100.01 -150.0 +100.0 -150.0 +100.01 -150.0 +100.01 -150.0 AREA 4.17 SQ.FT. 5.56 SQ.FT. 6.94 SQ.FT. 8.33 SQ.FT. 9.72 SQ.FT. - 11.11 SQ.FT. 12.50 SQ.FT. 13.89 SQ.FT. 15.28 SQ.FT. 16.67 SQ.FT. 50.0001 A,B,C +100.0 -150.0 +100.01 -150.0 +100.0 -150.0 +100.01 -150.0 +100.0 -150.0 +100.01 -150.0 +100.01-142.2 +100.0 -115.2 +100.01 -115.2 AREA 5.21 SQ.FT. 6.94 SQ.FT. 8.68 SQ.FT. 10.42 SQ.FT. 12.15 SQ.FT. 13.89 SQ.FT. 15.63 SQ.FT. 17.36 SQ.FT. 19.10 SQ.FT. 20.83 SQ.FT. 60.000, A,B,C +100.0 -150.0 +100.01 -150.0 +100.01 -150.0 +100.01 -150.0 +100.01 -150.0 +100.01 -150.0 +100.0 -142.2 +100.01 -115.2 +95.2 1 -95.2 +80.0 I -80.0 AREA 6.25 SQ.FT. 8.33 SQ.FT. 10.42 SQ.FT. 12.50 SQ.FT. 14.58 SQ.FT. 16.67 SQ.FT. 18.75 SQ.FT. 20.83 SQ.FT. 22.92 SQ.FT. 25.00 SQ.FT. 70.0001 A,B,C +100.01 -150.0 +100.01 -150.0 +100.01 -150.0 +100.01 -150.0 +100.01 -150.0 +100.01 -150.0 +100.01 -142.2 +100.01 -115.2 +95.2 1 -95.2 +80.0 ( -80.0 AREA 7.29 SQ.FT. 9.72 SQ.FT. 12.15 SQ.FT. 14.58 SQ.FT. 17.01 SQ.FT. 19.44 SQ.FT. 21.88 SQ.FT. 24.31 SQ.FT. 26.74 SQ.FT. 29.17 SQ.FT. 80.000 A +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -138.8 +100.0 -133.2 +100.0 -133.0 +100.0 -115.2 +95.2 -95.2 +80.0 -80.0 B,C +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -142.2 +100.0 -115.2 +95.2 -95.2 +80.0 -80.0 AREA 8.33 SQ.FT. 11.11 SQ.FT. 13.89 SQ.FT. 16.67 SQ.FT. 19.44 SQ.FT. 22.22 SQ.FT. 25.00 SQ.FT. 27.78 SQ.FT. 30.56 SQ.FT. 33.33 SQ.FT. 90.000 A +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -120.8 +100.0 -112.4 +100.0 -112.3 +100:0 -112.2 +95.2 -95.2 +80.0 -80.0 B +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -144.8 +100.0 -137.2 +100.0 -115.2 +95.2 -95.2 +80.0 -80.0 C +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -142.2 +100.0 -115.2 +95.2 -95.2 +80.0 -80.0 AREA 9.38 SQ.FT. 12.50 SQ.FT. 15.63 SQ.FT. 18.75 SQ.FT. 21.88 SQ.FT. 25.00 SQ.FT. 28.13 SQ.FT. 31.25 SQ.FT. 34.38 SQ.FT. 37.50 SQ.FT. 100.000 A +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -145.8 +100.0 -111.2 +98.4 -98.4 +96.8 -96.8 +97.9 -97.9 +95.2 -95.2 +80.0 -80.0 , B +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -149.6 +100.0 -129.5 +100.0 -117.8 +100.0 -115.2 +95.2 -95.2 +80.0 -80.0 C +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -149.6 +100.0 -135.0 +100.0 -123.9 +100.0 -115.2 +95.2 -95.2 +80.0 -80.0 AREA 10.42 SQ.FT. 13.89 SQ.FT. 17.36 SQ.FT. 20.83 SQ.FT. 24.31 SQ.FT. 27.78 SQ.FT. 31.25 SQ.FT. 34.72 SQ.FT. 38.19 SQ.FT. 41.67 SQ.FT. 110.000 A +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -139.9 +100.0 -103.8 +88.1 -88.1 +83.1 -83.1 +84.1 -84.1 +86.0 -86.0 +80.0 -80.0 PRODUCT REVISED I" C6fO BekEzg Cede 'tcI''.s * " E:�, , re *' ' � -41/r: 200 9 Li / , / � ` B +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -133.4 +100.0 -119.7 +100.0 -104.5 +100.0 -101.3 +95.2 -95.2 +80.0 -80.0 C +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -133.4 +100.0 -120.0 +100.0 -109.7 +100.0 -101.6 +95.2 -95.2 +80.0 -80.0 AREA 11.46 SQ.FT. 15.28 SQ.FT. 19.10 SQ.FT. 22.92 SQ.FT. 26.74 SQ.FT. 30.56 SQ.FT. 34.38 SQ.FT. 38.19 SQ.FT. 42.01 SQ.FT. 45.83 SQ.FT. 120.000 A +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -135.4 +99.2 -99.2 +81.2 -81.2 +75.0 -75.0 +75.2 -75.2 +76.5 -76.5 +76.6 -76.6 B +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -137.1 +100.0 -120.4 +100.0 -108.0 +96.9 -96.9 +90.1 -90.1 +84.9 -84.9 +80.0 -80.0 C +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -137.1 +100.0 -120.4 +100.0 -108.0 +98.5 -98.5 +90.9 -90.9 +84.9 -84.9 +80.0 -80.0 ' `'` " P'® ra di AREA 12.50 SQ.FT. 16.67 SQ.FT. 20.83 SQ.FT. 25.00 SQ.FT. 29.17 SQ.FT. 33.33 SQ.FT. 37.50 SQ.FT. 41.67 SQ.FT. 45.83 SQ.FT. 50.00 SQ.FT. NOTES: ,/,/ f °7 Ro It I. Clark, P.E. E #39712 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 50 SQ. FT. UNIT IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. Rovee8 DWo: : 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 llj : ..... P 11G .... : FLANGED UNIT DESIGN PRESSURES Rend ar- ILK 'Date: 4/3/07 Revision& B UPDATE DESIGN PRESSURES PER ASTM E 1300 -02, LIMITED MAX DESIGN PRESSURES TO FACILITATE ANCHORAGE Mk ALUMINUM PICTURE WINDOW, NON IMPACT Raved By: F.K Dale: 12/15/03 A CHANGE NOTE 1 ANCHORING WITH #12 SCREWS vuib Better ly P -701 NTS 5 12 Drawing No. 4259 -3 B Dawn sr F. F! ti Ante 7/14/03 By: Date: 1 • .. • • • • • •• • • •. .. • • •••• • • • • • .. • • • • • .• • • • • • • • • • • • • • • • • •••• • • • • • • .••• • • • •••... • • • • • • • • • • •• • •• • • • • •••• • • • • • • •• • TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 3/16" TEMPERED GLASS, FTL -3834 B. 1/4" TEMPERED GLASS, FTL -3834 WIND. "X' DIM. 30.000 AREA 40.0001 A,B,C AREA 50.0001 A,B,C AREA 60.0001 A,B,C AREA 70.0001 A,B,C AREA 80.000 AREA 90.000 AREA 100.000 AREA 110.000 120.000 Rersd Raved By: F.K Revsd By: F.K. GLASS TYPE A,B,C A B,C A B C A B C A B C AREA A B C AREA Dirks 12/15/03 Dmisnsr Date: F.K 7/14/03 15.000 +100.01 -150.0 3.13 SQ.FT. +100.0 1 -150.0 4.17 SQ.FT. + 100.01 -150.0 5.21 SQ.FT. +100.01 -150.0 6.25 SQ.FT. +100.01 -150.0 7.29 SQ.FT. +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 -150.0 -150.0 8.33 SQ.FT. - 150.0 -150.0 -150.0 9.38 SQ.FT. - 150.0 -150.0 -150.0 10.42 SQ.FT. -150.0 - 150.0 - 150.0 11.46 SQ.FT. -150.0 - 150.0 - 150.0 12.50 SQ.FT. 20.000 +100.01 -150.0 4.17 SQ.FT. +100.01 -150.0 5.56 SQ.FT. +100.0 -150.0 6.94 SQ.FT. +100.01 -150.0 8.33 SQ.FT. +100.01 -150.0 9.72 SQ.FT. +100.0 +100.0 11.11 SQ.FT. +100.0 +100.0 +100.0 12.50 SQ.FT. +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 -150.0 - 150.0 -150.0 -150.0 -150.0 - 150.0 -150.0 - 150.0 13.89 SQ.FT. - 150.0 -150.0 -150.0 15.28 SQ.FT. - 150.0 -150.0 - 150.0 16.67 SQ.FT. 25.000 +100.01 -150.0 5.21 SQ.FT. +100.01 -150.0 6.94 SQ.FT. +100.01 -150.0 8.68 SQ.FT. +100.01 -150.0 10.42 SQ.FT. +100.01 -150.0 12.15 SQ.FT. +100.0 +100.0 13.89 SQ.FT. +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 -150.0 -150.0 -150.0 - 150.0 -150.0 15.63 SQ.FT. -150.0 -150.0 -150.0 17.36 SQ.FT. -150.0 - 150.0 -150.0 19.10 SQ.FT. - 150.0 -150.0 -150.0 20.83 SQ.FT. 30.000 +100.01 -150.0 6.25 SQ.FT. +1oo.o1 -150.0 8.33 SQ.FT. +100.01 -150.0 10.42 SQ.FT. +100.01 -150.0 12.50 SQ.FT. +100.01 -150.0 14.58 SQ.FT. +100.0 +100.0 16.67 SQ.FT. +100.0 +100.0 +100.0 18.75 SQ.FT. +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 Dare: : stew 413/07 Revisions B UPDATE DESIGN PRESSURES PER ASTM E 1300 -02, LIMITED MAX DESIGN PRESSURES TO FACILITATE ANCHORAGE Revision A CHANGE NOTE 1 ANCHORING WITH #12 SCREWS Checked Dy Data: -150.0 -150.0 -143.5 -150.0 -150.0 -135.8 -150.0 -150.0 20.83 SQ.FT. -129.6 - 150.0 -150.0 22.92 SQ.FT. - 125.4 - 137.1 - 137.1 25.00 SQ.FT. WINDOW "Y' 35.000 +100.01 -150.0 7.29 SQ.FT. +100.0 1 -150.0 9.72 SQ.FT. +100.0 12.15 SQ.FT. +100.01 -150.0 14.58 SQ.FT. +100.01 -150.0 17.01 SQ.FT. +100.0 +100.0 19.44 SQ.FT. +100.0 +100.0 +100.0 21.88 SQ.FT. +100.0 +100.0 +100.0 +99.3 +100.0 +94.2 +100.0 +100.0 -150.0 -134.1 -150.0 -116.8 -150.0 - 150.0 -106.2 -149.6 -149.6 24.31 SQ.FT. -99.3 -133.4 +100.0 -133.4 26.74 SQ.FT. -94.2 -120.4 - 120.4 29.17 SQ.FT. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ' DIMENSION 40.000 +100.01 -150.0 8.33 SQ.FT. +100.01 -150.0 11.11 SQ.FT. +100.01 -150.0 13.89 SQ.FT. +100.01 -150.0 16.67 SQ.FT. +100.01 -150.0 19.44 SQ.FT. +100.0 +100.0 22.22 SQ.FT. +100.0 +100.0 +100.0 +96.2 +100.0 +100.0 - 130.2 - 150.0 -110.1 -139.9 - 150.0 25.00 SQ.FT. -96.2 -124.4 -135.0 27.78 SQ.FT. +85.1 +100.0 +100.0 -85.1 -115.2 - 120.0 30.56 SQ.FT. +78.9 +100.0 +100.0 -78.9 -107.7 -108.0 33.33 SQ.FT. Pc," Visibly Better C. 13/16" I.G. GLASS (3/16 "T, 7/16" SPACE, 3/161) FTL -3847 45.000 +100.01 -150.0 9.38 SQ.FT. +100.01 -150.0 12.50 SQ.FT. +100.01 -142.2 15.63 SQ.FT. +100.0 -142.2 18.75 SQ.FT. +100.01 -142.2 21.88 SQ.FT. +100.0 +100.0 -130.4 -142.2 25.00 SQ.FT. +100.0 +100.0 +100.0 -110.6 -134.3 -142.2 28.13 SQ.FT. +95.7 +100.0 +100.0 +82.2 +100.0 +100.0 +74.0 +94.2 +98.5 Description itias -95.7 -115.5 -123.9 31.25 SQ.FT. -82.2 -102.3 -109.7 34.38 SQ.FT. -74.0 -94.2 -98.5 37.50 SQ.FT. sagies/Matet PW -701 50.000 +100.01 -150.0 10.42 SQ.FT. +100.01 -150.0 13.89 SQ.FT. +100.01 -115.2 17.36 SQ.FT. +100.01 -115.2 20.83 SQ.FT. +100.01 -115.2 24.31 SQ.FT. +100.0 +100.0 27.78 SQ.FT. +100.0 +100.0 +100.0 31.25 SQ.FT. +96.9 +100.0 +100.0 +83.3 +100.0 +100.0 +74.6 +88.8 +90.9 NTS -115.2 -115.2 -110.4 -115.2 -115.2 -96.9 -114.8 -115.2 34.72 SQ.FT. -83.3 -100.2 -101.6 38.19 SQ.FT. -74.6 -88.8 -90.9 41.67 SQ.FT. 55.000 +100.01 -150.0 11.46 SQ.FT. +100.0 1 -150.0 15.28 SQ.FT. +100.01 -115.2 19.10 SQ.FT. +95.2 -95.2 22.92 SQ.FT. +95.2 I -95.2 26.74 SQ.FT. +95.2 +95.2 30.56 SQ.FT. +95.2 +95.2 +95.2 34.38 SQ.FT. +95.2 +95.2 +95.2 +85.0 +95.2 +95.2 +75.8 +84.9 +84.9 -95.2 -95.2 -95.2 -95.2 -95.2 -95.2 -95.2 -95.2 38.19 SQ.FT. -85.0 -95.2 -95.2 42.01 SQ.FT. -75.8 -84.9 -84.9 45.83 SQ.FT. 60.000 +100.01 -150.0 12.50 SQ.FT. +100.01 -150.0 16.67 SQ.FT. +100.01 -115.2 20.83 SQ.FT. +80.0 1 -80.0 25.00 SQ.FT. -80.0 29.17 SQ.FT. -80.0 -80.0 33.33 SQ.FT. +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 37.50 SQ.FT. +80.0 +80.0 +80.0 41.67 SQ.FT. -80.0 -80.0 +80.0 -80.0 45.83 SQ.FT. +80.0 +80.0 +75.9 +80.0 -80.0 -80.0 - 80.0 - 80.0 - 80.0 -80.0 -75.9 -80.0 +80.0 -80.0 50.00 SQ.FT. NOTES: A 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 50 SQ. FT. UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. INTEGRAL FIN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, NON IMPACT Sheet @awing NO. Rwr. 6 " 12 4259 -3 B PRODUCT REVWSIER as complying wlt6 the Flwida Belisha* Code Acceptance No Date • BY • •. • • • • ... • .. • • • • ..•• • • • • .... • • • • • • • • • •• •. •• • • •• •• • . .•.. • • • • . • • • • • • • • • •• • •. • • •••• • • • . •••• 1 2.784" 1 SCREWED CORNER ASS'Y RevedBy: Raved By F.K. Revsd By. FJC (FLANGE FRAME) Dade: Dam: 4/3/07 Date: 12/15103 Rer Revlsioire: 8 Rev A DravmBy. to: Checked By. Data: F.K 7/14/03 NO CHANGE THIS SHEET NO CHANGE THIS SHEET HORIZONTAL SECTION (FLANGE FRAME) O 0 ° I i 11 pjj MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH ALONG ENTIRE JOINT OUTSIDE KEYED CORNER ASS'Y Q WELO (FLANGE FRAME) Lip," 0 L J ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALONG ENTIRE JOINT Visibly Better MAX. WINDOW HEIGHT MAX. DAYLIGHT OPENING 0 SECTIONS & CORNER ASS'Y, FLANGED Tax ALUMINUM PICTURE WINDOW, NON IMPACT scat PV1- -701 NTS VERTICAL SECTION (FLANGE FRAME) Sheet 7 of 12 INSIDE Na 4259 -3 B PRODUCT REVISED es etteewith the Florida Milan Cede Acceptance No P41: .05 Bait tora Dale Piece 1 2.784" SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) Bend Br Rend By: F.1G Roved By. F.1G Cate: Oats: 4/3/07 Date: 12/15/03 t t A Craws By: tae ticked By! patec F.K 7/14/03 NO CHANGE THIS SHEET OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT NO CHANGE THIS SHEET ALONG ENTIRE JOINT 1070 TECHNOLOGYOR/VE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) Visibly ALONG ENTIRE JOINT MAX. WINDOW HEIGHT Bedesfhtoeat PW-701 MAX. DAYLIGHT OPENING stale: NTS Sheet 8 of 12 2.784" Q INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) 0 SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, NON - IMPACT Brewing Ms Sew REMIND as tospbbs Ida is Medi WAR Cede �O - % 05 N � pI 9 • • • • • • • ... • • . • ... • • • . .. • • • • • .. .. • • • • • • . .. . • • .... • • • • .. . • • • ITEM 1 2 7 8 9 1 12 13 14 15 16 19 20 23 24 DWG NO. 4256A 4253 1155 1224 4224 4262 PART # 64256 64253 781PQX 64258 64254 4258 4254 6TP247 64262 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 3/16 & 1/4 MONOLITHIC BEAD 13/16 I.G. GLAZING BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 3/16" TEMPERED GLASS 1/4" TBAPERED GLASS ARCHITECTURAL CORNER KEY 13/16" I.G. GLASS: 3/16" TEMPERED - 7/16" AIR SPACE - 3/16" TEMPERED GLASS 1/2" THK. X 1/2" WIDE FOAM TAPE .050" - -•-.f}- 1.206" J .975" ITEM 9, 3/16",1/4" MONOLITHIC BEAD MATL: 6063 -T5 DWG NO. 4258 .346" r .975" .050" --� �-- ITEM 11, 13/16" I.G. GLASS BEAD MATL: 6063 -T5 DWG NO. 4254 1 1.875" .062" ITEM 1, INTEGRAL FIN FRAME MATL: 6063 -T5 DWG NO. 4256A tom- .062" 2.784" 2.784" r .077 ITEM 2, FLANGED FRAME MATL: 6063 -T5 DWG NO. 4253 r 2.500" PRODUCT REVIS as complying with the Florida Buidhg Cede No Oat Rerad By: Raved By: F.K Rend By F.K Dela: Data: 4/3/07 12/15/03 Revffiiwm: Rm B A Dawn By: Dam: Checked By. Dam: F.K 7/14/03 NO CHANGE THIS SHEET NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Deter EXTRUSION PROFILES & PARTS LIST visibly Better ALUMINUM PICTURE WINDOW, NON - IMPACT PW -701 aurae: NTS Sheet 9 er12 Drawing No. 4259-3 L Clark, P.E. PE #39712 .131 "DIA.MN. x 2 1/2" NA L, AT CORNERS AND 5" O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A - • ' • • CONCRETE ANCHOR (SEE NOTE 1) A • v, 1/4" MAX. I SHIM A - 3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) 1/4" MAX. f SHIM T ~ t SEE NOTE 1 FOR , a, EMBEDMENT A t 1 3/8" MIN. ®EMBEDMENT WOOD ANCHOR (SEE NOTE 2) A INTEGRAL FIN DETAIL B SEE NOTE 1 FOR 1 ' • A EMBEDMENT: • Z • • t 1/4" MAX. SHIM T 2x WOOD BUCK (SEE NOTE 3) • 1 3/8" MIN. A EMBEDMENT 1/4" MAX. SHIM 1 . 1 x WOOD BUCK "••a a , .• ( SEENOTE3) 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.5 KSI MIN. CMU CONCRETE ANCHOR (SEE NOTE 1) A NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 1 3/8" MIN., 5/16" ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4" MIN. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 OR # 14 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. WOOD ANCHOR (SEE NOTE 2) A 1/4" MAX. r SHIM 1 FLANGED DETAIL C 2x WOOD BUCK (SEE NOTE 3) PRODUCT REVISED with the Marble as Belding Acceptance Pl Date 09 Rend By: Reese By: F.K Raved Br FJC Dam bate: 413/07 Date: 12/15/03 B Rev/Warts: A Drawn By Data: Checked By Date: F.K 7/14/03 REVISE AND UPDATE ANCHORAGE PER CURRENTFBC CHANGE NOTE 1 AND FASTENER SPACING 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PJAGT Visibly Better Desariptiorr ANCHORAGE - HEAD, SILL AND JAMBS TISEc ALUMINUM PICTURE WINDOW, NON - IMPACT ambeMada PW -701 NTS Sheet 10 m 12 Dewiest Be 4259 -3 • • • • • • • • • • • •• • • • • • •••• • • • • • •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •••• • • •••• • • • • • • • • • • • •• • •• • • • •• • • • • • • • • • • WIND. DIM. TABLE 3. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE O c o. Q �> 30" O.C. 40" O.C. 50" 60" 70" 80" O.C. O.C. O.C. O.C. 90" O.C. 100" O.C. 110" O.C. 15" 1. 2.4. X Y X Y 25" 1. 2. 4. XYXY X Y 0) co co co CO P s- 00 LJ 03 01 O co i O P 40" 2. 4. N r n N n n 120" O.C. ( V n 0) CO co O N N P CO O P o c) co _ r N) N N N N n n n 20" 1. 2. 4. X Y X Y X Y 0) CO 0) Cr) co 0) co _O P CO O M _ co (0 03 0) O or- O CO CO s- CD O P O O 1 CO CO 1 CO O co- or- O CO O _O P O CO ot- or- O 0) 03 CO 0) CO e- P N CO O P O ot- (o P O P O O 0 0 O 0 P O 0 0 0 O 0) 0) 0) 0) O P 0) 0) co 0) CO O O LO or- W (0 1 O CO O O O CO P (0 or- CO oc- O O CO CO O O O (0 O O _P O 0) n CO O n CO ot- n co n n 03 CO n n 0) 0) O N P O N CO N O O CO O N O N O CO 0) co (�5 CO 0) 0) CO P 0) CD (o 0) (0 CO O O 0) co _ N O O CO CO O co co N co CO 0) CO CO O 03 n (0 0) n O n CO N. 0) n O O CO O N CO N CO O N P O CO N O 30" 1. 2. 4. X Y X Y X Y CO n co (�5 O 03 n O N CO CO CO O l0 CO W co sr 01 CO 0) 0) 0) 0) 0) 0) 0) 0) 0) co N CO t om - n O O 01 n _ O co 0) CO CO 0, 0) CO CO 0) 0) CO 0) n Cs. CO co N CO (.0 O CO O CO oe- CO O sc- CO O 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) . 2. 4. 1 XYXY XYXY 0) _ O CO CO M O CO P O co O O O n O O n O n O n N O CO O CO O CO or- n O n 0) P 0D 0) co O mo d' N P P n CO P n O n (V P 35" P CO O m N P n co or P O r WINDOW "Y" DIMENSION 0) n (0 O O CO l-o yr- O O O O 0D P CO sr O m r n O n (0 n co n O n O n O n CO KO 0) ; CO O u) co 'N s. v O O CO n n n n n n n CO 0) CO CO 0) co Q1 n _O co X 0) 03 (o 0) co n CO CO N O O co N O O Y 0) OD M 0) 0) 0) 0, 0) r) CO CO 0) CO CO 0) co 0) X O (0 co t0 O N P O O zct O O Y n n n n n n too- CO M 0) 0) O CO os- O sr M co 45" 1. 2. 4. X CO n 0) n CO (o co co 10 CO O co v s c0 CO m co (Cs CO O c0 O O sr at Y co 0 O co O 0) 0) n 03 m CO co (.0 O CO O 0) n O cc X oc- CO co sr co O •) 0, Yct 03 r Y X 0) n co O (0 O O O v O co M co Y CO CO m t�( O (0 CO O (0 CO co CO 10 O m (o CO O 50" 1. 2. 4. 0) n O n co (0 O O O ot- P O O O P O mr- O CO O CO OD LO co OD co co co co 0) CO CD CO roo- CO or- or- CO CO 0) rs CO CV CO CV CO CO co CD CO co OD tO CO CO LO CD CO CD CO CO 55" 1. 2. 4. co CO str CO CO co co co CO CO CO CO LO CO CO CO tO CO CO co CO CO 0) tO CO CO ao co CO CO sr or- scr co CO CD CNC CO CO CO OD CO act co CO CAD CO co CO CO co CO 60" 1. 2. 4. co co co CO CO CO CO co CO tsoo co CO CO CO co CO CO CO CO co CV • CO sr CO co CO co co CO CV ov- CsI CV co co CO co sr co co to CO co CO CO CO co to CO LO NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON-CENTER (0.C.) "X" AND "Y" DIMENSION FROM TABLE 3 (MIN. 2 1/8" 0.C. CONCRETE SUBSTRATE) MAX. 8 1/2" FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: DIM. ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3. 1/4" ELCO TAPCON 5. 5/16" ELCO TAPCON PRODUCT REVISED guiding Code j , • FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH 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 8 1/2" FROM ANY CORNER. Revistronce React By FIG Reload By Motet 4/3/07 Revialoncic Dram By: OcOL7 Cheat** Dab3: NEW SHEET 1070 7ECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BQX 1529 NOKOMIS, FL 34274 Vis-ib& Better ANCHORAGE, WOOD SUBSTRATE ALUMINUM PICTURE WINDOVV, NON-IMPACT sofectefodoi: **kr Sheet Drawing No. P.E. PE #39712 Structural • •• • • • • •• •••• • • •••• • •• •• • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • •• •• • • •••• • • •••• • • • • • • • • IAI5LL 4. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE 70° 80° 90" 100" 110" 120" O.C. O.C. O.C. O.C. O.C. O.0 15" 25" 3D" 35" 40" 3. 4. 5. 3. 4. 5. 3. 4. 5. 3. 4, 5. 45" 50° X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y O) 0) P N m 0) ta CO O O 1 :11 I P P r r� 'cf O !a, �. � W m CD RINI � co O v °1:21 tl' �' m 0 \ O 11: N:1111111111 CD v P CO �. M M m • h sF m 0) d et m m CO • n m � � m t• 00 ::°: M M C) tt m m ▪ m O • m CO N O co CO W CO tO lilt: Iiiiii ail : I VIII • to P M to M M O • CD M v m O) M at to m m MU 1 Cliiiiiiiiii liiiii m m 111E1! 11111111 13 11111 Silliiiiiit (� 1 N Alialt 11 : CD W I c lit : I CO CO CO NVNCONV N in CO CO It 01 CO V CO W CD i 20" WINDOW "r DIMENSION M c0 m v e v N M M t` M M m M Q m 0) 0) 0) et m m m m CO m P CO 0) OD CO) 'tt Cr) .. 10 m M o M CO M CO W m CO r, m m O 00 00 m m ti to CO m m et M m co M M m 0) 0) LO P {0 CD 1- CD CO N 0O to 1 r• W o P P CO WO) 03 CO CO N CO O '0 P t\ 03 r ` OD OO v • N 00 M M V m m W O) N N m N m P N ✓ m N m r P- N m N N 0) CO O m co m a-- . CO t` m CO Cr) t0 O `tt 00 m 3. 4. 5. 3. 4. X Y X Y X Y X Y X Y m m M _M m M CD CO M CD M CO m m CO CO m 'R m CD M M M M V' • m CO CD m _ M CO m CO 0 CO CO P CO OO 55 " rn" m 0) • 0) 0 CO Cr) OD M m CO at N. 0 OD m O OD P c0 W r N N CO 0) 03 CO O M CO O O Cr) O P O M 1- 1.0 CO m H) co N O to CO CO N . P 03 m M co m 03 m It M N. CO M m CO M P co r` r` m CO - M N N N. m m m 00 ti N M N N W 0) 0) P P CO CO 0) N 0 CO 0) t�C 0) CO m 0) O CO r` CD CD Cr) 0) 00 st OD tt 00 Op M MN M to n 0) Q m WW CO N CO CO CO M CO 0) X Y 0) N 5. N LO 0) N N m M N N O) NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (O.C.) "X" AND "Y" DIMENSION FROM TABLE 4 (MIN. 2 1/8° O.C. CONCRETE SUBSTRATE) MAX. 8 1 /2" FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: FIND THE SMALLEST WINDOW SIZE IN TAB Rewsd DIMENSION FOR THE RESPECTIVE ANCHOR PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2" FROM ANY CORNER. Daft R TYPE AROUND THE Rend F.K 4/3/07 � Br Doke F.K. 7/14/03 ReviskIntc B Revisions: Checked NEW SHEET Daft 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOM/S, FL 34274 Visibly Better T "Y" DIM. 1 �---- "X" DIM. ----I LE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER T ANCHORAGE, CONCRETE SUBSTRATE � ram ALUMINUM PICTURE WINDOW, NON - IMPACT serledm°det SCIAC sheet Dandng na. PIN -701 NTS 12 c 12 4259 -3 B PRODUCT REVISED at Sulding amply wi h the Refills CBIe Acceptsace No Die � 9 ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (05) 3. 1/4° ELCO TAPCON 4. 1/4° ELCO SS4 CRETEFLEX 5. 5/16" ELCO TAPCON L Clark, P.E. PE #39712 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung, prepared by Fenestration Testing Laboratory, Test Report No. FTL -4653, dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E. C. CALCULATIONS 1. Anchor Calculations, and structural analysis, prepared by Structural Design, Inc., dated 06/03/05, signed and sealed by Farrokh Rasekhi, P.E. Complies with ASTM E1300 -98 • •• ▪ .... • D ' � Q' U ALITY ASSURANCE •. : ±o. Milami bade Building Code Compliance Office (BCCO). • • • • • • • ...... p. • MATE w. r ERTIFICATIONS ••••• • • It 1 ono. • • ••.. • ▪ " •. F StATEM1 N TS • • •••• • . j. g{atkfxtent letter of conformance, dated 09/26/05, signed and sealed by Robert L. • • ' 1 ' i'P.E. .. •... �.� . • • • Q 'Statetpent letter of no financial interest, dated 09/26/05, signed and sealed by Robert • • L. Clark, P.E. ••.•.• G. OTHER 1. Letter from the consultant, dated December 05, 2005, stating that the product is in compliance with the Florida Building Code (FBC). E -2 Herminio F. Gonzalez, P.E. Di ctor, Building Code Compliance Office NOA No 05- 0928.03 Expiration Date: January 26, 2011 Approval Date: January 26, 2006 • •• • • • • •.•S•• • •• • • ...•.. • • • • ••• •• •••• • ••.•• • ••••o • • 00 0000 •o••.. • • •• • • • • • •• ••••.. • ••• •• •• • • e • • • 0000 • • • •••• • • • ••. • •• • • . • • • • • • . •••••. ••• •• • •S•••. ••••• • •••• 00 000 0 • 0 00000 • •• • • Rend By: Rend ray. Rend 8y: Drawn By. F.K. GENERAL NOTES: NON — IMPACT SINGLE HUNG WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 3116" ANNEALED GLASS B. 3/16° TEMPERED GLASS C. 1/4" ANNEALED GLASS D. 1/4" TEMPERED GLASS E. 13/16" I.G., 1/8" ANNEALED OUTBOARD, AIR SPACE, 1!8" ANNEALED INBOARD F. 13/16" I.G., 1/8" TEMPERED OUTBOARD, AIR SPACE, 1/8" TEMPERED INBOARD G. 13/16" I.G., 3/16" ANNEALED OUTBOARD, AIR SPACE, 3/16" ANNEALED INBOARD H. 13/16° I.G., 3/16" TEMPERED OUTBOARD, AIR SPACE, 3/16° TEMPERED INBOARD I. 13/16" I.G., 3/16° ANNEALED OUTBOARD, AIR SPACE, 1/8" ANNEALED INBOARD J. 13/16" I.G., 3/16" TEMPERED OUTBOARD, AIR SPACE, 1/8" TEMPERED INBOARD 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3, 4 AND 5) 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 PSF ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE DETAILS. 5. MIAMI -DADE COUNTY APPROVED ARE REQUIRED IN MIAMI -DADE AND WHERE IMPACT RESISTANCE IS REQUIRED, 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCE TEST REPORTS: FTL- 4653, FTL- 4654, FTL -4655, FTL -4656, FTL -4657 AND FTL -4658 8. SERIES/MODEL DESIGNATION SH600, ALSO REFERRED TO AS SH701. Data Date: Dale: Date: 7/4/05 Revisions Revisions: Revisions: Medan Eiy.' Data J.J. 9/21/05 1070 TECI- NOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 I 13 G r Visibly Better rte: GENERAL NOTES Me. ALUM. SINGLE HUNG WINDOW, NON — IMPACT SH600 Smle: NTS Sheet: 1 of 13 Leeetfeg 4032-20 NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 -5 ELEVATIONS 6 VERT. SECTIONS 7 HORIZ. SECTIONS 7 PARTS LIST 8 CORNER DETAIL 9 EXTRUSIONS 9 ANCHORAGE 10 -13 Approved ta* comPieeag OD Date NOM Florida MiaMitik -Thi Robert L Clark, P.E. PE #39712 Structural • • • • al • •al•i • •• • • • •• •••. • • • ••••• • • • • • •seal • • • 0 .. al • •e•... •• •• •.s s• • • • s• •• • • • • • • ••••• ••••al• • •. •••• •••• • • :o•••• • • • •se• • • e • •••• •s• • •al• • • •• • • • • ••• ales • • •• •••• • • • • • • (390R40) 0 (800R8i 3 /iE" MONOLITHIC GLASS 1/2" NOM. GLASS BITE f — ►I X 3/16 °ANNEALED OR TEMPERED GLASS 1/4" MONOLITHIC GLASS 13/16 "� 13/16" INSULATED GLASS —'-I 1+ --1/4" ANNEALED OR TEMPERED GLASS - --1/8" OR 3/16" ANNEALED OR TEMPERED GLASS — AIR SPACE 1/8° OR 3/16° ANNEALED OR TEMPERED GLASS 1/2" NOM. GLASS BITE t <=I EXTERIOR INTERIOR (ALL SECTIONS) Approved es molting with tbe Raved Br Raved 8y Revsd By: Drawn By F K Date: Date: Date: Date: 7i4/ns RevIslam: Revisions: Revisions: Checked Br Date 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 I G� Visibly Better GLAZING DETAILS rrae: ALUM. SINGLE HUNG WINDOW, NON - IMPACT serteslModet SH600 Rosie: Full Sheet 2 a, 13 Dr•WW Na 4032-20 Rev: Robert L. Clark, P.E. PE #39712 Structural • ..•.• • • • •. .... ••••. • • ..... OOOOOO • ...... • • • OOOOO 19 1/8" 24" 32" 37" 1 40" 44 48" 53 1/8" A B , D, F, H, J C,G E, I A B, D, F, H, J C,G E, I A B, D, F, H, J C,G E, 1 A B, D, F, H, J C,G E, I A B, D, F, H, J C,G E, I A B, D, F, H, J C E, I G A B, D F H, J C,G E, I A 26" +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 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -120.0 -150.0 -150.0 -135.0 -120.0 -150.0 -150.0 -135.0 -120.0 -150.0 -150.0 -135.0 -120.0 -150.0 -150.0 -135.0 -120.0 -150.0 -150.0 - 135.0 -146.3 -150.0 -132.2 -132.2 -117.7 - 150.0 -117.7 -117.7 -117.7 38 3/8" +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 +80.0 +80.0 +80.0 +80.0 +80.0 +79.5 +80.0 +80.0 +80.0 +75.6 -120.0 -150.0 -150.0 -135.0 -120.0 -150.0 -150.0 -135.0 -120.0 -150.0 -150:0 -118.6 -120.0 -150.0 -135.6 -99.0 -115.4 +80.0 -150.0 -122.2 -92.4 -108.0 -150.0 +80.0 -96.8 -79.5 -85.4 -139.7 -85.4 -75.6 +80.0 -85.4 44" +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 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +74.4 +80.0 +80.0 +80.0 +80.0 +67.7 +74.5 +80.0 +77.0 +60.2 +77.0 -120.0 -150.0 -150.0 -135.0 -120.0 -150.0 -150.0 -135.0 -117.4 -150.0 -150.0 -108.3 +80.0 -100.1 -150.0 - 124.7 -91.3 -91.8 -150.0 - 111.8 -83.3 -87.2 -150.0 -98.2 -74.4 -98.2 -80.5 -143.4 -87.6 -67.7 -74.5 -125.9 -77.0 -60.2 -77.0 50 5/8" +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -124.3 +80.0 +80.0 +80.0 +80.0 +80.0 -100.9 +80.0 +80.0 +80.0 +80.0 +80.0 +71.3 +80.0 +80.0 +63.5 4 .80.0 +79.7 +63.3 +58.2 +80.0 +69.6 1.54.8 +69.6 -120.0 -150.0 -131.8 -131.8 -120.0 -150.0 -124.3 -98.7 -150.0 -124.0 -84.6 -150.0 -150.0 -103.0 -80.0 -71.3 -147.1 -89.9 -63.5 -130.5 -79.7 -63.3 -58.2 -113.9 -69.6 -54.8 -69.6 63" +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +69.4 +80.0 +80.0 +77.3 +64.7 +80.0 +80.0 +71.0 +58.2 +80.0 +80.0 +53.0 +80.0 +59.8 +47.2 +80.0 +60.6 +52.8 +60.6 -94.6 -150.0 -94.6 -94.6 -84.9 -138.8 -84.9 -84.9 -80.0 -131.0 -80.0 -80.0 -69.4 -131.0 -80.0 -77.3 -64.7 -131.0 -80.0 -71.0 -58.2 -131.0 -76.5 -65.3 -80.0 -53.0 -114.9 +70.2 -70.2 -59.8 -47.2 -99.1 -60.6 -52.8 -60.6 72" +78.5 +80.0 +68.9 +80.0 +68.9 +68.9 +62.0 +80.0 +62.0 +62.0 +61.3 +80.0 +61.3 +61.3 +59.0 +80.0 +61.3 +61.3 +53.0 +61.3 +60.8 +61.3 +48.8 +80.0 +61.3 +55.3 +43.5 +80.0 +55.9 +50.7 +56.4 -78.5 -128.5 -66.2 -112.8 -68.9 -68.9 -62.0 -101.5 -62.0 -62.0 -61.3 -100.3 -61.3 -61.3 -59.0 -100.3 -61.3 -61.3 -53.0 +80.0 -100.3 -61.3 -60.8 -61.3 -48.8 -100.3 -61.3 -55.3 -43.5 -92.3 -55.9 -50.7 -56.4 74" +75.7 +80.0 +75.7 +75.7 +66.2 +80.0 +66.2 +66.2 +59.1 +80.0 +59.1 +59.1 +58.0 +80.0 +58.0 +58.0 +57.9 +80.0 +58.0 +58.0 -58.0 +55.0 -55.0 EZEMIEFAII +80.0 +58.0 +58.0 +58.0 +48.0 +54.0 +43.1 +80.0 -75.7 -123.8 -75.7 -75.7 -66.2 408.3 -66.2 -66.2 -59.1 -96.7 -59.1 -59.1 -58.0 -94.9 -58.0 -58.0 -57.9 -94.9 -58.0 -94.9 -58.0 -58.0 -58.0 -48.0 -54.0 -43.1 -91.1 76" +73.0 +80.0 +73.0 +73.0 +63.6 +80.0 +63.6 +63.6 +56.4 +80.0 +56.4 +56.4 +55.0 +80.0 +55.0 +55.0 +55.0 +80.0 +55.0 +80.0 +55.0 +47.3 +80.0 +55.0 +53.1 . +42.6 +80.0 +53.7 +49.0 +55.0 -73.0 -119.5 -73.0 -73.0 -63.6 -104.1 -63.6 -63.6 -56.4 -92.3 -56.4 -56.4 -55.0 -90.1 -55.0 -55.0 -55.0 -55.0 -90.0 -55.0 -47.3 -90.0 -55.0 -53.1 -42.6 -90.0 -53.7 -49.0 -55.0 • • • OOOOO • • OOOO OOOOOO OOOOOO • OOOOOO DESIGN PRESSURES FOR MIAMI-DADE COUNTY (ASTM E 1300-98) 1/1 WINDOWS EQUIPPED W/ HIGH SILL OPTION WINDOW WIDTH GLASS TYPE GLASS TYPES:_ A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/4" ANNEALED D. 1/4" TEMPERED Rtnsd By Date Drawn By F.K. Checked Date; 7/4/05 J.J. 9/21/05 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 WINDOW HEIGHT IfiGT" Visibly Better ALUM. SINGLE HUNG WINDOW, NON-1MPACT DESIGN PRESSURES, 1/1 WINDOWS Serieslhfodet SH600 NTS Shoat &mine No. 4032-20 TABLE 1. MEETING RAIL NOTE: WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSMVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLE. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. Approved es vaditisi3 iiiimidathdeMPA: Al r' 1 11 '1 44. 1 1 1: AZ ,e?"' Robert L. Clark, P.E. PE #39712 Structural • • ...•.. • • ••.... • • • • ••• 00000 • . 00000 • • 00000 • • ••••.. •• • 000 • •. • • . • •• • •••• • •••• • •• •• • • . • • ••••.. • • • • •• • • • • .• • • •••• • •• • • • • • • • • • . ••.•.. •• •. • . •...•. •••• • • •••. •••••. • •.•.•. • •• • • . • • DESIGN PRESSURES FOR MIAMI -DADE COUNTY (ASTM E 1300 -98) STANDARD VIEW AND RADIUS TOP WINDOWS EQUIPPED W/ HIGH SILL OPTION TABLE 2. WINDOW WIDTH 19 1/8" 24" 32" 37" 40" 44., 48" 53 1/8" GLASS TY A. 3/16" AN B. 3/16" TE C. 1/4" ANN D. 1/4" TEM GLASS TYPE A B, D, F, H, J C,G E, I A B, D, F, H, J E, I A B, D, F, H, J C,G E, I A B, D, F, H, J C,G E, I A B, D, F, H, J C,G E, I A B, D, F, H, J C,G E, I A _ B, D, F, H, J C,G E, I A B, D, F, H, J C,G E, I PES: V EALED MPERED EALED PERED WINDOW HEIGHT OVER SASH HEIGHT 63" 26 1/4" 29 3/4" 12 15/16" 38 3/8" 16 3/8" +80.0 -120.0 +80.0 -120.0 +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 +77.0 +80.0 +80.0 +79.3 +69.1 +80.0 +80.0 +70.2 +69.1 +80.0 +80.0 +62.9 +56.0 +80.0 +72.9 +54.3 -150.0 -135.0 1 -120.0 -150.0 -150.0 -129.2 -95.8 -150.0 -132.4 -99.6 -82.6 -150.0 -115.3 -86.7 -77.0 -1 50.0 -107.5 -79.3 -69.1 -150.0 -94.3 -70.2 -69.1 -142.3 -83.5 -62.9 -56.0 -124.9 -72.9 -54.3 +80.0 -150.0 +80.0 -150.0 +80.0 +80.0 +80.0 C.G +80.0 -1 -1 -150.0 +80.0 -150.0 +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 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -150.0 +80.0 -150.0 -135.0 +80.0 -135.0 20.0 +80.0 -120.0 50.0 +80.0 -150.0 -135.0 +80.0 -135.0 -120.0 +80.0 -150.0 -150.0 -128.1 -120.0 -150.0 -150.0 -112.8 -120.0 -150.0 -104.5 -120.0 -150.0 -123.7 -98.7 -120.0 -150.0 -9 11.1 -93.0 -98.3 -150.0 -98.3 -91.0 +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 +73.6 +80.0 +80.0 +80.0 +66.9 +71.3 +80.0 +80.0 +58.3 -114.0 -150.0 -150.0 -107.1 -96.6 -150.0 -130.8 -90.4 -90.0 -150.0 -1 39.5 +80.0 -117.1 -82.8 -84.8 -150.0 -102.8 -73.6 -84.8 -150.0 -91.6 -68.9 -71.3 -138.4 -80.4 -58.3 E. 13/16" I.G., 1/8" ANNEALED, AIR SP F. 13/16" I.G., 1/8" TEMPERED, AIR SP G. 13/16" I.G., 3/16" ANNEALED, AIR S H. 13/16" I.G., 3/16" TEMPERED, AIR S 44" 18 5/8" 50 5/8" 21 5/16" +80.0 I -120.0 +80.0 -150.0 CE, 1/8" ANNEALED CE, 1/8" TEMPERED ACE, 3/16" ANNEALED ACE, 3/16" TEMPERED +80.0 -120.0 +80.0 -150.0 +80.0 +80.0 +80.0 +80.0 +80.0 -60.0 -144.0 +80.0 -129.4 +80.0 -114.3 -150.0 -1 30.4 -111.8 +80.0 -105.5 +80.0 -141.4 +80.0 +80.0 +80.0 +80.0 +68.3 +80.0 +80.0 +75.9 +62.1 +80.0 +77.3 +69.5 +57.5 +80.0 +72.3 -72.3 +65.2 -65.2 +52.1 -52.1 +80.0 -131.2 +66.1 1 -66.1 +59.0 ( -59.0 +52.1 1 -52.1 +80.0 +60.1 +53.6 +42.9 +80.0 +54.4 +49.7 -105.5 -98.5 -89.0 -150.0 -92.1 -88.4 -68.3 -134.3 -82.1 -75.9 -62.1 -131.6 -77.3 -69.5 -57.5 -131.6 -114.7 -60.1 -53.6 -42.9 -98.8 -54.4 -49.7 72" 29 13/16" +51.3 +80.0 -51.3 -115.5 74" 30 5/8" +49.3 -49.3 +80.0 -111.0 +49.3 +49.3 +44.4 +80.0 +44.4 +44.4 +42.2 +80.0 -51.3 -51.3 -44.4 -104.5 -46.4 -46.4 -44.6 -100.3 -44.6 -44.6 -44.6 -100.3 -44.6 -44.6 -44.6 -100.3 -44.6 -44.6 -44.6 -100.3 -44.6 -44.6 -44.5 -100.3 -44.6 -44.6 -40.2 -92.2 -41.0 -41.0 +51.3 +51.3 +44.4 +80.0 +46.4 +46.4 +44.6 +80.0 +44.6 +44.6 +44.6 +80.0 +44.6 +44.6 +44.6 +80.0 +44.6 +44.6 +44.6 +80.0 +44.6 +44.6 +44.5 +80.0 +44.6 +44.6 +40.2 +80.0 +41.0 +41.0 +42.2 +42.2 +42.2 +80.0 +42.2 +42.2 +42.2 +80.0 +42.2 +42.2 +42.2 +80.0 +42.2 +42.2 +42.2 +80.0 +42.2 +42.2 +39.8 +80.0 +40.5 +40.5 -49.3 -49.3 -44.4 -99.9 -44.4 -44.4 +80.0 +80.0 +80.0 +80.0 +72.8 +80.0 +80.0 +79.7 +67.0 1 -67.0 +80.0 +80.0 +73.5 +60.5 +80.0 +80.0 +66.0 +60.5 -83.9 -150.0 -113.2 -92.4 -72.8 -150.0 -98.7 -79.7 -150:0 -90.2 -73.5 -60.5 -146.5 -80.2 -66.0 -60.5 -42.2 -94.9 -42.2 -42.2 - 42.2 -94.9 -42.2 -42.2 -42.2 -94.9 -42.2 -42.2 -42.2 -94.9 -42.2 -42.2 -42.2 - 94.9 - 42.2 -42.2 -39.8 -91.0 -40.5 -40.5 I. 13/16" I.G., 3/16" ANNEALED, AIR SPACE, 1/8" ANNEALED J. 13/16" I.G., 3/16" TEMPERED, AIR SPACE, 1/8" TEMPERED 76" 31 7/16" +47.5 +80.0 -47.5 -106.8 +47.5 +47.5 +42.5 +80.0 +42.5 +42.5 +40.0 +80.0 +40.0 +40.0 +40.0 +80.0 +40.0 +40.0 +40.0 +80.0 +40.0 +40.0 +40.0 +80.0 +40.0 +40.0 +40.0 +80.0 +40.0 +40.0 +39.3 +80.0 +40.0 +40.0 -47.5 -47.5 -42.5 -95.6 -42.5 -42.5 -40.0 -90.0 -40.0 -40.0 -40.0 -90.0 -40.0 -40.0 -40.0 -90.0 -40.0 -40.0 -40.0 -90.0 -40.0 -40.0 -40.0 -90.0 -40.0 -40.0 -39.3 -90.0 -40.0 -40.0 / \ "0" MEETING RAIL NOTE: WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN 1N THE TABLE. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. Approved D l 'M N 1 ;� rCIri1!c l4l Dew S� H Raved By Revad By Revad By. Date: Date: Dale: Revisions: Revlakma: Revisions: Drawn By: Date: Checked By Date: F.K. 7/4/05 J.J. 9/21/05 1070 TECHNOLOGY DRIVE NOKOIAIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better DES IGN PRESSURES, STANDARD VIEW Tiro: ALUM. SINGLE HUNG WINDOW, NON - IMPACT SedestModet SH600 Seale: Sheet Orewl"g No. NTS 4 of 13 4032-20 Rev: e..6/3 Robert L. Clark, P.E. PE #39712 Structural • • ••••.. • • •..... •• • 00000 ••••• • • 00000 •..... • • ••••.. •. • •..••. • • • • • • •• •••• • • •••• • •• •• • • • • • • 00000 • • • • • • • • • • ••.• • • • •• • • • • • • • • • 000000 •• •• • • ••...• •••• • • •••• •••••. • •• • • • DESIGN PRESSURES FOR MIAMI -DADE COUNTY (ASTM E 1300 -98) CUSTOM VIEW AND RADUS TOP WINDOWS EQUIPPED WI HIGH SILL OPTION TABLE 3. WINDOW WIDTH GLASS TYPE A 19 1/8" 24" 32" 37" 40" 44" as- 53 1/8" B, D, F, H, J C,G E, I A B D,F,H,J C,G E, I A B,D,F,H,J C E, I G A B, D, F, H, J C E, I G A B ,D,F,H,J C E, G A B, D, F, H, J C,G E, I A B, D, F, H, J C E, I G A B, D, F, H, J GLASS TYPES: A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/4" ANNEALED D. 1/4" TEMPERED C,G E, I WINDOW HEIGHT +80.0 +80.0 +80.0 +80.0 29 3/4" -120.0 -150.0 -150.0 +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 +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 -120.0 -150.0 -112.9 -150.0 -120.0 -150.0 -142.8 -104.6 -150.0 -120.0 -150.0 -126.6 -98.7 -113.7 -150.0 -113.7 -93.1 -150.0 -100.6 -150.0 +80.0 -100.6 +74.4 -91.0 38 3/8" +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +76.7 +80.0 +80.0 +79.2 +80.0 +68.8 +80.0 +80.0 +70.1 +61.9 +80.0 +80.0 +62.8 -82.4 -114.9 -148.3 -68.8 +80.0 +55.8 +80.0 -55.8 +54.3 44" -135.0 +80.0 -135.0 +80.0 -120.8 s +80.0 -120.0 +80.0 -120.0 +80.0 -107.2 +80.0 -150.0 +80.0 -120.0 +80.0 -150.0 +80.0 -150.0 +80.0 -128.2 +80.0 -150.0 +80.0 -150.0 +80.0 -120.0 +80.0 - 150.0 +80.0 -150.0 +80.0 -150.0 +80.0 -150.0 +80.0 -150.0 -135.0 +80.0 -128.9 +80.0 +80.0 -148.9 +80.0 -105.6 +80.0 -90.1 -85.9 +58.6 +58.6 -95.5 +80.0 -150.0 +80.0 -132.1 +80.0 -99.5 +80.0 -150.0 +80.0 -150.0 +80.0 -86.6 +77.1 -76.7 +64.5 -150.0 +80.0 -107.1 +80.0 -79.2 +70.9 -138.1 +80.0 -150.0 +80.0 -96.3 +76.3 -70.1 +65.2 -61.9 +52.8 -143.7 +80.0 -120.0 +80.0 -150.0 +80.0 -150.0 +80.0 -150.0 +80.0 -80.1 +66.8 -150.0 +80.0 -107.4 +80.0 -89.6 +73.9 -144.2 +80.0 -69.2 +60.6 -150.0 +80.0 -92.5 +75.8 -77.1 +68.1 -64.5 +56.4 -150.0 +80.0 -84.1 +70.8 -70.9 +64.1 -52.8 Y 47.1 -85.3 +70.3 -70.3 +55.9 -62.8 +59.8 -111.4 +80.0 -126.4 +80.0 - 74.4 +63.7 -54.3 +52.8 -111.8 +80.0 -63.7 +48.3 -52.8 +48.3 -90.9 +62.9 -150.0 +80.0 -90.9 +62.9 -150.0 +80.0 -66.8 +49.3 -150.0 +80.0 -87.5 +56.5 -73.9 -89.2 +55.8 +56.5 -60.6 +45.2 -150.0 +80.0 -75.8 +52.8 -68.1 +51.9 -51.9 +44.6 -44.6 +42.2 -42.2 +40.0 -84.1 +52.8 -56.4 +43.7 -150.0 +80.0 -70.8 +51.3 -64.1 +49.3 -47.1 +39.7 -133.2 +80.0 -125.8 +80.0 -108.6 -48.3 +80.0 +43.9 -48.3 +38.0 -62.9 +51.3 -51.3 +49.3 -49.3 +47.5 -141.4 +80.0 -115.5 +80.0 -111.0 +80.0 -62.9 +51.3 -51.3 +49.3 -49.3 +47.5 -62.9 +51.3 -51.3 +49.3 -49.3 +47.5 -132.0 +80.0 -104.5 +80.0 - 99.9 +80.0 -58.6 -58.6 +46.4 +46.4 -46.4 -46.4 +44.4 +44.4 -44.4 -44.4 +42.5 +42.5 -49.3 +43.6 -43.6 +42.2 -42.2 +40.0 -127.2 +80.0 -100.3 +80.0 -94.9 +80.0 -45.2 +40.5 -40.5 +40.5 - 40.5 +40.0 -118.8 +80.0 -100.3 +80.0 -94.9 +80.0 -52.8 +44.6 -44.6 +42.2 -42.2 +40.0 -52.8 +44.6 -44.6 +42.2 -42.2 +40.0 -43.7 +39.2 -39.2 +39.2 - 39.2 +39.2 -115.4 +80.0 -97.3 +80.0 -94.9 +80.0 -39.7 +36.0 -36.0 +36.0 -36.0 +36.0 -55.9 +48.0 -111.1 +80.0 -91.5 -48.0 +40.7 -40.7 +80.0 +40.7 -91.5 -40.7 +80.0 +40.0 -59.8 +52.9 -52.9 -95.1 +55.9 -55.9 -47.1 +42.4 -42.4 +41.9 +49.4 +36.8 -41.9 -49.4 +37.8 +40.7 -37.8 -40.7 +37.8 +40.7 -37.8 -40.7 +37.8 +40.0 -36.8 +33.7 -33.7 +33.7 - 33.7 +33.7 -98.8 -43.9 +80.0 +40.0 -90.0 -40.0 +80.0 +40.0 -90.0 -40.0 +80.0 +40.0 -38.0 +34.2 -34.2 +34.2 -34.2 +34.2 +69.2 +80.0 +80.0 -124.6 +58.1 -116.2 -58.1 47.1 E. 13116" I.G., 1/8" ANNEALED, AIR SPACE, 1/8" ANNEALED F. 13/16" I.G., 1/8" TEMPERED, AIR SPACE, 1/8" TEMPERED G. 13/16" I.G., 3/16" ANNEALED, AIR SPACE, 3/16" ANNEALED H. 13/16" I.G., 3/16" TEMPERED, AIR SPACE, 3/16" TEMPERED 50 5/8" +80.0 +74.2 +51.5 63" -56.5 -51.3 -49.3 -51.3 -41.5 +44.6 72" +43.3 +43.3 +43.3 +37.7 -44.6 -43.3 -43.3 -43.3 -37.7 74" +42.2 +42.2 +42.2 +42.2 +37.7 -42.2 -42.2 -42.2 -42.2 -37.7 I. 13/16" I.G., 3/16" ANNEALED, AIR SPACE, 1/8" ANNEALED J. 13/16" I.G., 3/16" TEMPERED, AIR SPACE, 1/8" TEMPERED 76" -47.5 -106.8 -47.5 -47.5 -42.5 -95.6 -42.5 +40.0 +40.0 +40.0 +40.0 +37.7 -42.5 -40.0 -90.0 -40.0 -40.0 -40.0 -40.0 -90.0 -40.0 -40.0 -40.0 - 39.2 -90.0 -40.0 -40.0 -40.0 -37.7 - 90.0 -40.0 -40.0 - 36.0 -90.0 -40.0 -37.8 -40.0 - 33.7 -90.0 -40.0 -34.2 Raved By Date: Rend By Rend By: Drawn B F.K. Dab: Date: Date: 7/4/05 Revs: Revisions: Checked BY J.J. Dab: 9/21/05 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P cT Visibly Better Deamlptien: DESIGN PRESSURES, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, NON - IMPACT se msraoaet SH600 Sada NTS shest 5 e, 13 Drawing No 4032-20 Rev: "0" MEETING RAIL S 8H NOTE: WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLE. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. ....p 4;urepBYilg wit/11W kid. WOO Robert L. Clark, P.E. PE 439712'. Structural VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2" 34 3/16" B 41 5/8" 41 1/4" C 41 1/4" 40 7/8" D 52 5/8" 52 11/16" E 521/4" 52 5/16" SASH DETAIL LOW SILL HIGH SILL A 34112" 34 3/16" B 27 7/16" 27 1/8" C 27 7/16" 27 1/8" D 16 3/8" 15 3/4" E 16 3/8" 15 3/4" TABLE 4. - \\ 01 D 76" II HER DLO 1BLE i 0 j 2 SASH HEIGHT , E DLO O� IAX) i X j • • •• •••• • • • • •• •••••• •• ••• • • •.... • • • •• •• • • • O • • • •••• •.• •• • • • • • •• •••• • • •••• • •• •• • • • • • OOOOOO •• • • •• • • . • •• • • • •• • • • • • • • • • • OOOOOO •• •• • • •••••• •••• • • •••• •••••. • •••••• • •• • • • • • • SE Tt SE T� (n 1 SEE DLO TABLE SEE DLO TABLE Relied 9y Date: Roved By: Revel By' Drawn B F Date: Date: Data: MI/1K Revisions: Revlablre: Revlsbryr Checked By n DETAi_A, _ '. 1/1 B B Y DETAIL D VIEW (CUSTOM SASH) HT AX. HT NOTES: 1. SEE SHEET 7 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 9 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 10, 11 AND 12 FOR ANCHORAGE INFORMATION. 4. SEE SHEET 4 FOR STANDARD SASH HEIGHTS. A SEE DLO TABLE SEE DLO TABLE 1 SEE DLO TABLE 1 SEE DLO TABLE i Date. I ar9vns I O DETAIL B VIEW (STANDARD SASH) 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 A DETAIL E RADIUS TOP (CUSTOM SASH) Visibly Better SEE NO - E 4 20" SASH HEIGHT f I 13 GT 76" MAX. HEIGHT 76" MAX. HEIGHT . SI-1600 E� E -' SEE DLO TABLE SEE D TABLE II X I I NOTE 4 DETAIL C RADIUS TOP (STANDARD SASH) ELE VATIONS rata: ALUM. SINGLE HUNG WINDOW, NON — IMPACT Seale: NTS Sheet 6 af 13 Rev. 76" MAX. HEIGHT Approved ap edmPlYiet whip the Florida Robert L. Clark, P.E. PE #39712 Structural D+awlatl No. 4032-20 D WIDTH (ALL) 49 5/8" MAX. FIXED r ill- DLO (ALL) -1 DLO 1BLE i 0 j D -iii 76" M E DLO O� IAX) i X j 38 7/16" MAX SASH HEI HEIG HT / r11 #. l • i —~ \ /GAT lA \ • • •• •••• • • • • •• •••••• •• ••• • • •.... • • • •• •• • • • O • • • •••• •.• •• • • • • • •• •••• • • •••• • •• •• • • • • • OOOOOO •• • • •• • • . • •• • • • •• • • • • • • • • • • OOOOOO •• •• • • •••••• •••• • • •••• •••••. • •••••• • •• • • • • • • SE Tt SE T� (n 1 SEE DLO TABLE SEE DLO TABLE Relied 9y Date: Roved By: Revel By' Drawn B F Date: Date: Data: MI/1K Revisions: Revlablre: Revlsbryr Checked By n DETAi_A, _ '. 1/1 B B Y DETAIL D VIEW (CUSTOM SASH) HT AX. HT NOTES: 1. SEE SHEET 7 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 9 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 10, 11 AND 12 FOR ANCHORAGE INFORMATION. 4. SEE SHEET 4 FOR STANDARD SASH HEIGHTS. A SEE DLO TABLE SEE DLO TABLE 1 SEE DLO TABLE 1 SEE DLO TABLE i Date. I ar9vns I O DETAIL B VIEW (STANDARD SASH) 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 A DETAIL E RADIUS TOP (CUSTOM SASH) Visibly Better SEE NO - E 4 20" SASH HEIGHT f I 13 GT 76" MAX. HEIGHT 76" MAX. HEIGHT . SI-1600 E� E -' SEE DLO TABLE SEE D TABLE II X I I NOTE 4 DETAIL C RADIUS TOP (STANDARD SASH) ELE VATIONS rata: ALUM. SINGLE HUNG WINDOW, NON — IMPACT Seale: NTS Sheet 6 af 13 Rev. 76" MAX. HEIGHT Approved ap edmPlYiet whip the Florida Robert L. Clark, P.E. PE #39712 Structural D+awlatl No. 4032-20 MAX. HEIGHT MAX. FIXED LITE DAYLIGHT OPENING OUTSIDE MAX. VENT DAYUGHT OPENING I- •-- 2.784 °—�{ SECTION -B (LOW SILL SHOWN) INSIDE (SEE NOTE) ULTRALIFT ONLY 2.330" (LOW SILL) 9 & 10) BALANCE PARTS USED ON SASHS <40 LBS INSIDE ALTER N_ATE HIGH SILL (SEE NOTE) MAX. VENT DAYLIGHT OPENING MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH r SECTION A-A 2.946" (HIGH SILL) ULTRALIFT ONLY OUTSIDE NOTE: SWEEP LATCH LOCATED ON VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS LOCATED 6" FROM EACH SIDE OF VENT. Imo 2.710" 65 OR 66 OUTS • LI�Ji 0 161111 SECTION C-C RADIUS TOP (HEAD DETAIL) BALANCE PARTS USED ON SASHS >40 LBS 4 & 1) 2.710" Road By Revsd By Raved By Drawn By F.K. Dale: Dare: Date: Dale: 7/4/05 Revidnas: Revistrats: Revlekre: Chadod By: J.J. Dale. 9/21/05 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 �Z Visibly Better Desaryuoo: SECTIONS Tare: ALUM. SINGLE HUNG WINDOW, NON IMPACT Half sadesmrodea SH600 Sneer: 7 al 13 Drawing No 4032-20 Rey. Robert L. Clark, P.E. PE #39712 Structural 7/e-4/4 • • • •••• • • • ••.••. •• •• •...• • • • • • • • •.... • ••.••• • ••SS.. • •• • • • • . • • • •• •••.•• •••• • • •• • • • • • • •••••• • •• • • • • • • • • • • • • • 0 00000 •• •• • • ••••.• •••• • • •••• •.••.• • •••••• • •• • • • • ITEM 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 25 26 27 28 30 31 34 37 38 39 40 46 52 53 54 55 56 57 58 59 60 61 63 DWG. # 4002A 1155 4003C 1626 4004 4025 4025 4029 1080 1085 4029 -1 1080 -1 4053 4029 -1 1086 4054A 4006C 1235 1096 1016 4007 1226 4008 1268 1224 1225 4014B 4046A 4067 4009 1088 2740 1014 1630 1631 1073 1624 1635 505 DESCRIPTION FLANGE FRAME HEAD #8 X 1.000 QUAD PN. SMS FLANGE FRAME SILL (LOW SILL) ADHESIVE OPEN CELL FOAM PAD FLANGE FRAME JAMB SASH STOP (ALUMA -TILT) SASH STOP (EGRESS) 1.125 LONG CALDWELL ALUMA -TILT BALANCE, 5/8" BAL. COVER, RIGID VINYL, 5/8" #8 X .750 PH. PN. SMS CALDWELL ULTRA -LIFT BALANCE, .670" #8 X 1 PHILLIPS FLAT HEAD S. STL .670 ULTRA -LIFT BALANCE COVER SASH STOP ULTRA-LIFT) SASH BRACKET #8-32 X 1/2" LG. PH. FH. TYPE F S. STL SASH TOP GUIDE, 11/16" BAL. FIXED MEETING RAIL SASH TOP RAIL WSTP.,.170 X .270 BACK, FIN SEAL SWEEP LATCH #8 X .625 PH. FL. SMS SASH BOTTOM RAIL (LOW SILL) WSTP., BULB VINYL SASH SIDE RAIL SASH FACE GUIDE VINYL GLAZ. BEAD BULB (THICK) GLAZING BEAD, 3/16 & 1/4. W/ GRILL KIT GLAZING BEAD, 13/16" I.G. SILL LATCH (EGRESS) (LOW SILL) SPRING, SILL LATCH (EGRESS) SILL LATCH (EGRESS) (HIGH SILL) SCREEN FRAME (HOR. & VER.) SCREEN CORNER KEY WRINGS SCREEN CORNER KEY W /OUT RINGS SCREEN SPRING SCREEN SPLINE - .135 DIA. FOAM SCREEN SPLINE -.135 DIA. HARD SCREEN CLOTH GLAZING CHANNEL (.688 X .500) PGT# 612225 781 PQA 612226 7PAD1626 612227 612244 612244 6BALCVR916 SASH TOP GUIDE, 5/8" BAL. 42504 7834AA BALANCE BOTTOM BRACKET 7BALTBKT 78X1 FPAX 6BALCVR670 64053 7ULBRKT 7832X12FPFX 42505R & L 64054A 64006 67S16G 71096 7858 612230 6TP249 612231 42501 6TP247W, K VINYL GLAZ. BEAD BULB IN GLAZING BEAD, 3/16 & 1/4. W/O GK. 6TP248K 64014 644842 64067 764009 7SPRNG 62740 61014 71630 71631 7CASP 61624K 61635K 61816 6533402 ITEM 64 65 66 68 69 70 80 81 82 83 86 87 88 89 90 91 DWG. # 1161 1208 4051A 5050A DESCRIPTION #6 X 1.000 PH. BUGLE TEK FOAM TAPE 1/4 X 1/2 - FOR 3/16 FOAM TAPE 1/8X1/2 -FOR 1/4 SASH BOTTOM RAIL (HIGH SILL) FLANGE FRAME SILL (HIGH SILL) SILICONE, DOW 899 OR 995 PGT# 706X1 61412K 61308K 64051 64050 A. GLASS 3/16" ANNEALED B. GLASS, 3/16" TEMPERED C. GLASS, 1/4" ANNEALED D. GLASS, 1/4" TEMPERED E. GLASS, 13/16" IG; 1/8" ANNEALED, AIR SPACE, 1/8" ANNEALED F. GLASS, 13/16" 1G; 1/8" TEMPERED, AIR SPACE, 1/8" TEMPERED G. GLASS, 13/16" IG; 3/16" ANNEALED, AIR SPACE, 3/16" ANNEALED H. GLASS, 13/16" IG; 3/16" TEMPERED, AIR SPACE, 3/16" TEMPERED I. GLASS, 13/16" IG; 3/16" ANNEALED, AIR SPACE, 1/8" ANNEALED J. GLASS, 13/16" IG; 3/16" TEMPERED, AIR SPACE, 1/8" TEMPERED Ap with 101 NOAp !► .'}''1,- X! ter ior Raved By Raved By. Raved 8y. Drawn By. F.K. Date: Date: Data: 7/4/05 Revisions: Revisions: Revlstone: Checked By J.J. Dare. 9/21/05 Il 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better PARTS LIST AND FRAME CORNER DETAILS rrea: ALUM. SINGLE HUNG WINDOW, NON - IMPACT SModek SH600 NTS Sheet: 8 of 13 Drawing He. 4032 -20 Rev: 6 Robert L. Mark, P.E. PE #39712 Structural O OO OO O • • OOOOOO • •...•• •. ••• • . • • OOOOOO • • •• • • • • • •• ••.• • • •••• • •• . "••. • • •.•.•: • • • • •• • • • • •• •••• • • • •• • • • • • • • • • ••••.• • •• •• • •••• • • •••... • OOOOOO • •• • • . • • • •. • • • • •••. • •• • • •• • •••. •• • •••••. • •4141. • • • • • • • • • • 0 0 41 • • • . • . • • •• •• • • • 41 • • • .• •. • • • • •..•. 4141.... • • •41.0.• •0410. •00... • • 4141..• • • • 414141414141 4141 41 414141 • • •• • • • • 0 041004141 • • •• 00 041410 • 0. •••• • • • • • • • 00.• 1 1.363 FLANGE FRAME HEAD #4002A, 6063 -T6 .062 3.446 Revsd Sy: Date: Revsd By Data Reload By Date: Dram or Date: F.K. 7/4/05 Ha- -2.784 .062 1.749 --a- 2.710 FLANGE FRAME JAMB #4004, 6063-T5 (USED AS RADIUS TOP HEAD) -a{ 1.342 �2.279� .062 .155 1.707 ------t .062 1 FIXED MEETING RAIL #4054A, 6063HS -T6 2.784 --►I FLANGE FRAME SILL (HIGH) #4050A, 6063 -T6 Revisions: Revisions: Revisions: CixdwdEls J.J. .062 -L 2.946 Date: 9/21/05 .062 2.830 SASH STOP #4025, 6063-T5 SASH TOP RAIL #4006C, 6063HS -T6 2.784 --NJ .062 -•--4141 FLANGE FRAME SILL (LOW) #4003C, 6063 -TO H-1.513-1H -.738 --+ -.062 I1A90 _040 k-1.451� SASH BOTTOM RAIL (HIGH) #4051A, 6063 -T5 SASH STOP COVER #4053, 6063 -T5 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1 2.330 Visibly Better .666 VIEW D -D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION 1.057 7I11e: serer SH600 SEALANT OR GASKET AT HEAD AND SILL GLAZING BEAD BEAD 3/16" OR 1/4" #4046A, 6063 -T5 (USED W/ GRILL KIT) EXTRUSIONS Scale: Half 1.165 I-�- .062 ' 349 SASH SIDE RAIL #4008, -T5 SASH BOTTOM RAIL (LOW 1.057 F . L .666 #4007, 6063 -T5 -.050 GLAZING BEAD 3/16" OR 1/4" .683 #4014B, 6063 -T5 Shoat 9 of 13 GLAZING BEAD 13/16" IG #4067, 6063-T5 ALUM. SINGLE HUNG WINDOW, NON - IMPACT Detains No. 4032 -20 1.097 SEALANT ALONG ENTIRE JOINT Robert L. Clark, P.E. PE 4!39712 Structural WELD ALONG SCREW BOSS (2) Approved ail eetnPlYin wfth tk Florida Data NON • • ...•.. • • • O ..••. • eo •...• • • •••.•• • • • ••.•• •. • OOOOOO • •• • • • •• •••• • • •••• • •• •• • • • • • • OOOOOO • • • • •• • • . • •• • • •••• • .. • • • • • • • • • •..... •• .• • • •..••. •••• • • •••• OOOOOO • •••... • •• • . • • • ANCHORAGE BY GLASS TYPE FOR 1/1 WINDOWS TABLE 5. SUBSTRATE: ANCHOR TYPES : _ 26" • N M � � 1 1 WINDOW WIDTH 19 1/8" 24" 32" 37" 40" 44" 531/8" GLASS TYPE B, D, F, H, J A, C, E, G, I B ,D,F,H,J A, C, E, G, I B, D, F, H, J A, C, E, G, I B, D, F, H, J A, C, E,G,I B, D, F, H, J A , C, E, G, I B, D, F, H, J A, C, E,G,I B,D,F,H,J A, C, E, G, I B, D, F, H, J A, C, E,G,I WINDOW HEIGHT 38 3/8" 44" 50 5/8" 63" 2 1 2 1 1 2 2 2 2 2 2 2 3 2 1 1 1 1 1 112 112 11f 212 212 1 1 1 2 1 2 2 112 1 2 GLASS TYPES: A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/4" ANNEALED D. 1/4" TEMPERED E. 13/16" I.G., 1/8" ANNEALED, AIR SPACE, 1/8" ANNEALED U O M U O N O N Z M O N O N Z M O N O N r U 2 2 2 2 2 2 2 2 2 213 213 2 3 2 4 3 2 314 213 2 SPACING BASED ON THE FOLLOWING MAXINIIM DIMENSIONS: HEAD -181/2" FROM CORNERS JAMBS ABOVE MEETING RAIL -17 1/2" FROM TOP CORNERS JAMBS BELOW MEETING RAIL -15" FROM BOTTOM CORNERS AND 6" BELOW MEETING RAIL ANCHORS NOT REQUIRED IN SILL 1 2 2 U z 0 U 1 1 3 2 2 3 3 2 3 2 2 4 4 3 3 3 3 1 1 1 1 1 1 1 1 1 1 2(2 213 2(3 2(2 2(3 2(3 212 212 2(2 212 2 1 2 71 - 4 7- 3 - 17 - 31 - 3 - 111 2 3 2 3 2(2 33 23 2(2 4 33 2(3 1 1 1 2 1 1 2 1 1 1 1 1 1 1 212 112 112 2 3 2 3 212 3(3 2(3 2 2 3 3 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 - 2 - 1T 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 4 2 4 2 3 3 4 3 4 2 3 4 5 3 4 3 3 4 5 213,213 112 314 214 213 314 314 213 314 314 213 313 2 2 2 1 2 2 2 3 2 2 3 3 2 3 213 213 212 3[4 214 213 315 315 313 415 31 3T4 516 415 3 2 2 1 2 2 2 2 2 2 2 2 2 2 2 4 - 214 213 213 315 35 416 315 314 416 416 3(4 517 416 415 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 214 213 213 314 214 2(3 314 214 - 2 - 13 314 214 213 314 314 213 2 2 _ 2 3 3 2 3 3 2 3 3 2 3 3 3 4 2 2 4 _ 2 4 315 314 4 1 6 315 3 4 4 6 3 6 3 4 5 7 4 6 31 5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 214 213 21 213 213 314 214 2 314 214 213 314 31 213 3 4 6 3 5 3 4 4 6 3 5 3 4 4 6 3 6 3 4 5 6 F. 13/16" I.G., 1/8" TEMPERED, AIR SPACE, 1/8" TEMPERED G. 13/16" I.G., 3/16" ANNEALED, AIR SPACE, 3/16" ANNEALED H. 13/16" I.G., 3/16" TEMPERED, AIR SPACE, 3/16" TEMPERED I. 13/16"1.0., 3/16" ANNEALED, AIR SPACE, 1/8" ANNEALED J. 13/16" I.G., 3/16" TEMPERED, AIR SPACE, 1/8" TEMPERED 72 ", 74 ", 76" O 0 0 O N O N Z U 1 1 1 414 313 3(3 1 1 1 212 212 2(2 1 1 1 414 3(4 313 1 1 1 2 3 2 2 ( 3 2 1 2 2 2 2 2 1 4 414 3(4 313 1 1 1 1 2T2 313 2(3 2(2 2 - 2 2 2 415 315 314 1 1 1 3(3 2(3 2(2 - 21T 2(3 2(2 314 2(4213 314 214 213 314 3(4 2(3 3(4 2(4 213 2 2 2 3 2 2 3 3 2 3 3 2 3 3 2 2(3 213 2(2 315 314 2(3 4(5 315 3(4 4(6 3(5 3f4 516 4(6 3(4 4(5 4(5 3(4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2(3 213 2(2 314 2(4 2(3 3 4 2(4 2(3 314 3[1;213 314 314,213 313 213 213 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 3 2 2 516 4(5 314 2 2 2 2 2 314 213 213 3 3 2 516 4(6 3(4 2 2 2 314 314 213 3 3 3 517 416 415 2 2 2 2 2[ 33J4 4 2 3 Revsd By: Revsd By. Revsd By: Drams By' F.K Data Data Date: 7/4/05 Revisions: Revisions: Revisions: Checked 8y: J.J. Date: 9/21/05 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Mks ALUM. SINGLE HUNG WINDOW, NON - IMPACT Visibly Better ANCHORAGE SPACING, 1/1 WINDOWS Series/Mode SH600 Sage: NTS Sheet 10 at 13 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. INSTALL 1/1 WINDOWS IN MIAMI -DADE COUNTY PER TABLE 5. 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE COUNTY TO FULL DESIGN PRESSURE, USE 1/4" TAPCONS, 1/4° SS4 CRETE -FLEX, OR #12 SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 5 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED IN CONCRETE. 4. ANCHOR QUANTITY KEY: HEAD 2 JAMB ABOVE MTG. RAIL - 2 3 Drawing Na 4032 -20 JAMB BELOW MTG. RAIL p pe"� �s e* tI Mitalowie �: . BY Robert L. Clark, P E. PE 1139712 Structural 4, ANCHORAGE BY GLASS TYPE FOR STANDARD VIEW AND RADIUS TOP WINDOWS TABLE 6. SUBSTRATE: ANCHOR TYPES : WINDOW HEIGHT 29 314" 38 3/8" 44" 50 618" 63" 72, 74, 76" 0 ONONZ 0,z0,-70 0 0 "' 0 ONONZ 0,0,-70 0 0 0 ONO r 0 0 4 z O`'O 0 OcNIONz 0 r 0 0 ONONZ r 0 .= 0 0"' 0 NONZ 0 0 WINDOW WIDTH GLASS TYPE 19 118" B, D, F, H, J 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 211 312.212 212 3 2 3[2 212 412 3121212 , 513 413 3121513 - 2 - 12 1 r 1 211 1 412 211 1 312 211 1 312 A, C, E,I,G 1 1 1 1 1 1 2 2 2 2 2 1 2 1 1 3 2 2 2 2 2 2 2 1 3 1 2 2 3( 2 1 2 1 2 1 3 1 2 2 312 1 2 1 2 1 3 1 3 1 2 1 24" B, D, F,H,J 2 2 212 211 312 212 212 313 312 212 4 3 313 312 514 413 413 513 413 A, C, E,I,G 2 2 1 2 2 2 1 2 2 1 2 1 1 1 1 1 1 1 1 1 1 1 _.. 2 1 2 3' 2 2 21 2 2 2 2' 2 3 3 2 312 2 2 2 Q 3 2 Q_ 2 3111M1111311MIU 2 2 2 2 2 2 2 1 2 1 2 1 32" B, D, F,H,J 3 2 2 2 2 2 3 3 3 3 3 2 4 3 3 3 3 2 5 4 4 4 3 1 3 6 1 4 5 1 4 4 1 3 5 1 3 4 1 3 4 1 3 A, C,E,i G 2 2 2 2 2 2 2 2 .2 2 2 2 3 2 2 4 3 1 '3 3 1 3 1 2 2 1 2 2 1 2 1 312 212 212 3 3.3 3 2 3 3 3 2 4 3 3 3 37" B, D, F,H,J 2 2 213 2 212 3 413 3 313 2 312 3 414 3 414 2 313 3 514 3 414 2 413 3 615 3 514.4[3 2 2 514 2 414 2 413 313 A, C,E,I G 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 3 3 2 3 2 2 3 3 3 3 2 2 4 3 3(3 312 413 313 312 4; 3 3 3 3 2 3. 2 2 2 2 2 B D, F,H,J 3 2 2 3 3 2 3 3 2 3 3 2 3 3 2 2 2 2 3 3 3 3 2 2 4 4 3 . 3 3 3 5 4 4 . 4 3 3 5 5 4 4 4 3 6 5 5 5 4 4 6 ( 4 5 ( 4 4 ( 3 413 A, C, E,I,G 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 3 2 2 3 3 3 3 2 2 3 3 3 3 3 2 3 3 3 3 3 2 4 3 3 3 3 2 3 2 2 2 2 2 „ 3 B , D, F, H, J 3 3 3 3 3 2 2 2 3 4 4 3 3 4 2 3 3 4 5 4 3 3 4 4 3'615 4 3 3 4 3 3 3 3 2 515 414 715 515 514 6 5 5 4 4 3 2 A, C, E,I,G 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 313 21 212 3 3 13 31 212 313 313 212 313 313 212 413 3 - 12 312 212 212 „ B, D, F,H,J 3 3 2 4 3 3 4 4 3 4 4 3 4 3 3 3 3 2 414 2 4 3 313 312 514 4 4 313 515 4 4 4 3 5 5 2 414 2 4 3 2 615 2 515 2 414 2 615 2 515 2 ACEIG 2 2 2 2 2 2 2 2 2 313 212 313 213 212 313 313 2/2 313 313 212 3[3 313 312 3i2 312 212 631/8 �� �— 3 B, D, F,H,J 3 3 4 4 3 4 4 3 4 4 3 4 3 3 4 3 3 414 3(3 313 514 414 313 514414 3[3 515 414 413 615 515 414 715 515 514 A, C, E,I,G 2 2 2 2 311 2 2 1 3 2 2 1 2 2 313 2 2 213 212 2 313 2 3 1 3 2 212 2 3 2 3 3 2 3 2 2 3 2 3 2 3 1 3 2 1 2 2 1 2 2 SPACING BASED ON THE FOLLOWING MAXIMIM DIMENSIONS: HEAD -18 1/2" FROM CORNERS JAMBS ABOVE MEETING RAIL - 171/2" FROM TOP CORNERS AND 251/2" O.C. JAMBS BELOW MEETING RAIL - 15" FROM BOTTOM CORNERS AND 6" BELOW MEETING RAIL ANCHORS NOT REQUIRED IN SILL GLASS TYPES: A. 3/16" ANNEALED F. 13/16" I.G., 1/8" TEMPERED, AIR SPACE, 1/8" TEMPERED B. 3/16" TEMPERED • G. 13/16" I.G., 3/16" ANNEALED, AIR SPACE, 3/16" ANNEALED C. 1/4" ANNEALED H. 13/16" I.G., 3/16" TEMPERED, AIR SPACE, 3/16" TEMPERED D. 1/4" TEMPERED I. 13/16" I.G., 3/16" ANNEALED, AIR SPACE, 1/8" ANNEALED E. 13/16" I.G., 1/8" ANNEALED, AIR SPACE, 1/8" ANNEALED J. 13/16" I.G., 3/16" TEMPERED, AIR SPACE, 1/8" TEMPERED • • •• :. .... ••••• • •• • •••• • • • .••••• • • • • • •••• • • • •••• ...•• • : •••.• • • • • •• • •• •• • • •• • .... •••.. . • II ••... • •,e• OOOOOO • • •••• • • • • • • •• • OOOOOO • • • • • • •..••• • • •• •....• • •• ••••• ••• • • • •••• Raved By: Revad By: Revert By: Drawn By F.K. Date: Date: Date: Date: 7/4/05 Revisions: RevtaJona: Revisions: Checked By. J.J. Date, I 9/21/05 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PGA Visibly Better ANCHORAGE SPACING, STANDARD VIEW Taro ALUM. SINGLE HUNG WINDOW, NON - IMPACT Serteeletodet SH600 Seale: NTS whoa 11 a 13 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. INSTALL STANDARD VIEW AND RADIUS TOP WINDOWS IN MIAMI -DADE COUNTY PER TABLE 6. 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE COUNTY TO FULL DESIGN PRESSURE, USE 1/4" TAPCONS, 1/4" SS4 CRETE -FLEX, OR #12 SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 6 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED IN CONCRETE. 4. ANCHOR QUANTITY KEY: Deming No. 4032-20 HEAD 2 JAMB ABOVE MTG. RAIL 2 3 JAMB BELOW MTG. RAIL Rev: Approved as complylar tW Melds Robert L. Clark, P.E. PE #39712 Structural • • •••• • • •• • • •••e ••••• • • ••••• • • OOOOOO • ••••1• • • • ••• • •• • • • • •• • • • •• •• • • • • • • OOOOOO • • • • •• • • • •• •••• • • •••• • •• • • • • • • • • • • OOOO •• • •••••• •••• • • •••••• • OOO • •• • • • • „ ANCHORAGE BY GLASS TYPE FOR CUSTOM VIEW AND RADIUS TOP WINDOWS TABLE 7. SUBSTRATE: WINDOW HEIGHT 38 3/8" 44" 50 518" 63" 72, 74, 76" ANCHOR TYPES : \ 0 29 3/" /4 4 GLASS � Oo!ONz ONONz ONONz TYPE � 5 0 WINDOW WIDTH 19 1/8" 24" 32" 37" 40" 44" A C E 1(2 1 2 1(2 2 A ,. C E 1(5 215 1(4 2(3 ch 0 N Q N P O z O NOc z 0c40N 2 2(2 2(2 3(2 2(2 2(2 2(2 212 211 211 2(1 211 211 211 211 1 1 2 2 1 2 2 1 1 1 1 1 1 1 B D FHJ 1( 1 3 13, 1�2 213 213 212 3[3 213 212 4(3, 3 3 3 2 513 4(34(2 5(2 4(2 412 A, C, E, G,1 1 B, D, F, H, J 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 3 1 3 112 213 213 212 313 2(3 212 312 2(2 212 311 211 2(1 - 2 2(1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 4 1 4 1 3 3 4 2 4 2 3 3 4 3 4 2 3 5 4 4 4 3 3 613 513 4(2 6(3 5(2 4(2 A, C, E, G,1 2(2 3(2 2(2 2(1 3(1 211 2(1 B, D, F, H, J 2 4 2 3 4 4 3 4 3 3 5 4 4 4 4 3 6 4 5 3 4 3 7 3 5 3 5 2 2 1 1 1 1 1 1 2 3(2 3(2 2(1 3(2 3(1 2(1 3 3 2 2 2 2 A, C, E , G ' 2 2 1 2 2 2 3 2 2 2 2 2(4 114 113 314 214 213 3 ;4 3 3 2 3 3 3 3 3 2 2 2 B,D,F,H,J 215 1(4 113 3 314 213 415 314 313 515 414 413 614 513 513 713 6(3,5(2 B, D, F,H 2 2 2 3 3 2 4 4 3 4 4 3 3 3 2 3 3 2 2(5 2(5 1(4 3(5 3(5 2(4 415 3(5 3[T515 4(5 414 714 514 513 7(3 613 5[ A, C, E,G,I 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2(4 1(4 71 2(3 213 2(3 2(3 213 212 312 2(2 212 3(2 3(2 212 41 2 312 311 3(3 714 6(4 5(3 8(4 6(3 6(3 B, D, F,H,J 2(6 2(5 2 3 3 2 4 4 3 4 4 114 3(53(5 214 — 51 - 5 — 315 2(45(5 414 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2(4 2(3 2(3 213 21 2(2 212 2 2 2 2 3(2 212 3 2 3 2 3 1 B,D,F,H 2 2(6 2(4 3(5 53 1/8" A, C, E, G,1 2(4 1(4 1(3 2(3 DIMENSIONS: 3 2 4 4 3 4 4 3 4 4 3 4 3 ' 3 3 5 2 4 3 5 2 4 2 3 4 5 4 4 3(3 714 5(4 5 3 8 4 7 4 6 3 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2(3 212 2 3 2(3 i] 2 2 2 2 2 2 3 2 3 2 2(2 412 3(2 3(2 SPACING BASED ON THE FOLLOWING MAXIMIM HEAD -18 1/2" FROM CORNERS JAMBS ABOVE MEETING RAIL - 171/2" FROM TOP CORNERS AND 251/2" O.C. JAMBS BELOW MEETING RAIL - 6" BELOW MEETING RAIL (15" MAX. FROM BOTTOM CORNERS) ANCHORS NOT REQUIRED IN SILL GLASS TYPES: A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/4" ANNEALED D. 1/4" TEMPERED E. 13/16" I.G., 1/8" ANNEALED, AIR SPACE, 1/8" ANNEALED F. 13/16" I.G., 118" TEMPERED, AIR SPACE, 1/8" TEMPERED G. 13/16" I.G., 3/16" ANNEALED, AIR SPACE, 3/16" ANNEALED H. 13/16" I.G., 3/16" TEMPERED, AIR SPACE, 3/16" TEMPERED I. 13/16" I.G., 3/16" ANNEALED, AIR SPACE, 1/8" ANNEALED J. 13/16" I.G., 3116" TEMPERED, AIR SPACE, 1/8" TEMPERED Revsd By. Revsd By. Rend By Drawn By: F.K. Date: Date: Date: 7/4/05 Revbians: Revisions: Revisions: mwoci By. J.J. Date: 9/29/05 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 I I: Visibly Better Description: ANCHORAGE SPACING, CUSTOM VIEW Rue: ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. INSTALL CUSTOM VIEW AND RADIUS TOP WINDOWS IN MIAMI -DADE COUNTY PER TABLE 7. ALUM. SINGLE HUNG WINDOW, NON- IMPACT Senesekxlet SH600 Soak NTS Sheet 12 m 13 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE COUNTY TO FULL DESIGN PRESSURE, USE 1/4" TAPCONS, 1/4" SS4 CRETE -FLEX, OR SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 7 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED IN CONCRETE. 4. ANCHOR QUANTITY KEY: HEAD JAMB ABOVE MTG. RAIL Drawing No. 4032-20 JAMB BELOW MTG. RAIL Rev: 2 gpp coved so. c ret vela t1ffio /)' Robert L. Clark, P.E. PE #39712 Structural • • OPTIONAL 1x WOOD BUCK (SEE NOTE 3) (CONCRETE) 1/4° MAX. SHIM DETAIL A_ 1 114" MIN. • • DETAIL C .. • a v. CONCRETE ANCHOR (SEE NOTE 1) 1 1/4" • • ° MIN. 1/4" j MAX. SHIM TYPICAL HEAD ANCHORAGE a EXTERIOR INTERIOR (=> (BOTH HEAD DETAILS) CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1) . • (CONCRETE OR CONCRETE BLOCK) • .e 1 x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 3) TYPICAL JAMB ANCHORAGE INTERIOR (BOTH JAMB DETAILS) EXTERIOR 2x WOOD BUCK WOOD ANCHOR (SEE NOTE 3) (SEE NOTE 2) 1/4" MAX. SHIM DETAIL B 1 1/2" MIN. 2x WOOD BUCK (SEE NOTE 3) (WOOD) DETAIL D 1/4" MAX. SHIM 1 1/2" MIN. (WOOD) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1 /4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 21/2 ". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. 5. ANCHORS ARE NOT REQUIRED AT THE SILL. WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2) / 77.0?-: Rend By: R �: Rend 8y: Date: Date: Date: Revisions: Revisions: Revlabns Drawn By Data Checked By Date: F.K 7/4/05 J.J. 9/21/05 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 IP 1 GT Visibly Better w on: ANCHORAGE DETAILS Yak ALUM. SINGLE HUNG WINDOW, NON - IMPACT seneslaforbik SH600 Scare: Half Mash 13 or13 Drawing No 4032-20 Rev. Robert L Clark, P.E. PE #39712 Structural • •• • • • • • •••••• • ••• • • - •• •••• • • • • :•••• • ••••• • • • • • • fs • . • •.••• • • • • •• •• • • • • • • • • • OOO • • • ••• • • • • •• •••• • •••••• •• • • • • • •••••• • • •• •••••• • •• •••• • • • • •SS. • • MIAMID BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SU1TE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 www.buldingcodeonline.com 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 accefiteellii the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas • , ,there allowed By the Authority Having Jurisdiction (AHD). This NOh ha1t not be valid after the expiration date stated below. The Miami-Dade County Product Control . ..Division Op lYljami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right • ' to have Utlimoduct or material tested for quality assurance purposes. If this product or material fails to .... perform iatbe accepted manner, the manufacturer will incur the expense of such testing and the AHJ may • immediatel'sevoke, modify, or suspend the use of such product or material within their jurisdiction. BORA • reserves tip right to revoke this acceptance, if it is determined by Miami -Dade County Product Control •'. • bivisiod tltat•this product or material fails to meet the requirements of the applicable building code. ... 'This pradudtis approved as described herein, and has been designed to comply with the Florida Building ... .Code, ba udufg the High Velocity Hurricane Zone._ _ DESCRIPTION: DESCRIPTION: Series PW -701t Aluminum Fixed Window APPROVAL DOCUMENT: Drawing No. 4259 -3, titled "Aluminum Picture Window, Non - Impact", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03, with revision `B ", dated 4/3/07, signed and sealed by Robert L. Clark, 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 Division. ---- - - - - -- MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 03- 1105.02 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07- 041$05 Expiration Date: February 19, 2( Approvat June 21, 2007 Page PGT Industri NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -3, titled "Aluminum Picture Window, Non-Impact", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03, with revision "B ", dated 4/3/07, signed and sealed by Robert L. Clark, PE. 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 • • • • • • • • • • . • alone with marked up drawings and installation diagram of alum. fixed windows of • • : • : •'different shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. :' • ". • • • • •F1'L -3834, dated 07/30/03, signed and sealed by Joseph Chan, PE. ' • .• "' (Submitted under previous NOA #03- 1105.02) • • • • • 2 • ,, Vest 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 • • • : • • • Alone with marked up drawings and installation diagram of an aluminum fixed • • • • • • • window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3847, dated 07/31/03, signed and sealed by Joseph Chan, P E. (Submitted under previous NOA #03- 1105.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 4/13/07, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, dated April 13, 2007, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated April 13, 2007, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 03-1105.02, issued to PGT Industries for their Series "PW- 701" Aluminum Picture Window-Non-Impact, _ , ova. on 02/19 expiring on 02/19/09. E -1 Mamie/ P : �. ' .E. Product r NOA No. 18.05 Expiration Date: February 11 2009 Approval Date: June 21, 2007 • ••••.. MIAMI- COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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.buildingcodeonline.com 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 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 Divvsiox {In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to havethis. product or. paterial tested for gnglity assurance purposes. If this product or material fails to perform in the ed ma$ntr, the manufacturer will incur the expense of such testing and the AHJ may immediately revoW Modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this ac eepiance, if it is determined by Miami -Dade County Product Control Division that this product or ma�terial� fails to je it4ke requirements of the applicable building code. This product is 'Jfped as described herein, and has been designed to comply with the Florida Building Code, indl dlfig High gel-Wily _Hurricane Zone of the Florida Building Code. ••••. • • ••••• • • •••••• , • •, • 09%41715, sheets 1 thrpugh 13 of 13, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing t144 igmi -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: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -1, and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO NOA No 05- 0928.03 -- -- _ Eitpiration Date: January 26, 2011 Approval Date: January 26, 2006 Pagel _ -- DESCRIPTIQti; eriesSH -600" Aluminum Single Hung Window - N.I. • • AtEFRtWAL DOC MENT: Drawing No. 4032 -20, titled "Alum. Single Hung Window-Non-Impact.", dated PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4032 -20, Sheets 1 through 13 of 13, titled "Alum. Single Hung Window - Non- Impact ", prepared by manufacturer, dated 10/4/01 with revision "F" dated 07/20/05, signed and sealed by Robert L. Clark, 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung, • • • • prepared by Fenestration Testing Laboratory, Test Report No. FTL -4655, dated ▪ • •... • • • 07/005, signed and sealed by Eduardo Largaespada, P.E. • ...... • • • 2'. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 • • • • • • 2) Water Resistance Test, per FBC, TAS 202 -94 . • • i • •••••• 3) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 •• •• • • • .••• $16 vith marked -up drawings and installation diagram of aluminum single hung, • • • v�apared by Fenestration Testing Laboratory, Test Report No. FTL -4658, dated • • • • • • • • 0s 1.5 /b5, signed and sealed by Eduardo Largaespada, P.E. • • • ••••• . • • • 3. ¶t reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 • • • ... sato. with marked -up drawings and installation diagram of aluminum single hung, •••••• ▪ • • •. 'tpa ed by Fenestration Testing Laboratory, Test Report No. FTL -4657, dated • •••• 07/08/05, signed and sealed by Eduardo Largaespada, P.E. 4. 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung, prepared by Fenestration Testing Laboratory, Test Report No. FTL -4656, dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E. 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung, prepared by Fenestration Testing Laboratory, Test Report No. FTL -4654, dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E. E -1 Herminlo F. Gonzalez, P.E. ector, Building Code Compliance Office NOA No 05- 0928.03 Expiration Date: January 26, 2011 Approval Date: January 26, 2006 - Miami Shores Presbyterian Church `'' w �"� �� School Building om 1 2 L 602 NE 96th Street - Miami Shores, Florida 3313 1 - 217 216 : 215 305 - 754 -9541 Mechanical First Floor Pa rk Drive Mens 214 213 Womens Second Floor Mens 212 211 •• •• • • • • •• •• ..•� � � • • • • • • N 1 • t•- • • • • • • • • •• • n.t.s. ® w � p • -w er • 0 N m • • • ••- • • • ••• • • • • • • • • • ••• • • • • • • • • - •- • •• •• • • • •- ••• • • • ••• • • • • • • u. w Miami Shores Building Department I Product Approval Schedule / Comparison Ch, .rt Address: (p 02, , e 96, ST Permit No. OS — Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact 11) or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No a ( +) PSF () PSF ( +) PSF ( -) PSF ak ado - 150 .�l9.S1 S3j 3 Z 37x 3 .� 3 a i 3, ? xto3 i�Q 4 11 t, 3 ? Y 43 N� S 1E �� 37,c t.3 No f. << ill 37 x No 1! .� 31 x as 1i �� 3 71c X33 ..._.• 4 11 1 �. Xa3 /0 11 ii 3 1c�33 l� Z 1 rig c/ � 1 • Miami Shores Presbyterian Church School Building 602 NE 96th Street - Miami Shores, Florida 33138 305 - 754 -9541 Window Replacement Legend: 1. Series SH -600 Aluminum Single Hung & Series PW -701 Aluminum Fixed Window 2. Series SH -600 Aluminum Single Hung & Series PW -701 Aluminum Fixed Window 3. Series SH -600 Aluminum Single Hung & Series PW -701 Aluminum Fixed Window 4. Series SH -600 Aluminum Single Hung & Series PW -701 Aluminum Fixed Window 5. Series SH -600 Aluminum Single Hung & Series PW -701 Aluminum Fixed Window 6. Series SH -600 Aluminum Single Hung & Series PW -701 Aluminum Fixed Window 7. Series SH -600 Aluminum Single Hung & Series PW -701 Aluminum Fixed Window 8. Series SH -600 Aluminum Single Hung & Series PW -701 Aluminum Fixed Window 9. Series SH -600 Aluminum Single Hung & Series PW -701 Aluminum Fixed Window 10. Series SH -600 Aluminum Single Hung & Series PW -701 Aluminum Fixed Window •• • •• • • • • • • • • • •• • • • • •• • • •• • • • •• • • • ••• • • • •••. • • • ..• • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • •• • • • • • • • •• •• • •• • c7ti; 1 r 11 Al; ( 1 ?11 18 BY: r Z 133 0 0 0 (-•4 COVERED HALLWAY 5 PROPERTY LIMIT COVERED ENTRANCE PRO ERTY LIMIT ORTIZ'S FAMILY RESIDENCE • • • • • • • • • • • • • • • • • • • • ••• • • •• • • • • •••• • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • ••••• • • • • • •• •••• • • • •••• •• • • • • .. • .• • • O.-I-0 • • • • • • • - • • • •• „JD • • • ••• • illro es • • • •• • ti • • • • • • • • • • • • • • 9 • • • • • • • • • • • • • • • • • • • • • • • •• • • • 1 • • ••• • • • RIP • • • • • • • • • • • • • • • • • MIAM1•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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 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 • tlne • a ccepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,•ar suspend the use of such product or material within their jurisdiction. BORA reserves the right .tb'it,pke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or mMerial fail) tp m {et the requirements of the applicable building code. •ThiF. roducti4 approved as described herein, and has been designed to comply with the Florida Building Code, •including thebl;ghVelocity Hurricane Zone. -- -- - - - - - -- •DIE RIPTIIO Series I "X Heavy Wall Aluminum Tu et tpped Mullion- L.M:I. •— • �. APPROVII.L ICUMENT: Drawing No. 6221, titled "1 "Heavy Wall, Elevations Aluminum Tube Clipped • ivi�ellion ", slae4tt••through 7 of 7, dated 04t28/00, with last revision on 05/30/06, prepared by PGT Industries, Signed and sea�led by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal Stamp with II i�[otice oi�Acceptance number and expiration date by the Miami -Dade County Product Control Division. NESSILE IMPACT RATING: Large and Small Missile Impact -- LABELING: Each unit shall bear a permanent label with the name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 04- 0528.05 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. 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.buildingcodeonline.com NOA No 06- 0125.07 -- Expiration Date: June 28, 2011 Approval Date: July. 20, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", Sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a ix 2 x std. wail mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and • • • • sealed by Antonio Acevedo, P.E. • • • • • • • • • ; • "pbmitted under NOA # 04- 0528.05" • 2. • Te'§t reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 •. • • • • 2) Large Missile Impact Test, FBC, TAS 201 -94 • • • • • 3) Cyclic Loading Test, per FBC, TAS 203 -94 • • • • • • • • s4eng with installation diagram of a pair of fixed alum. windows (00 configuration) • • • ."••811:' x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration • 'Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05/01, signed and • • • • • .: • sMed by Antonio Acevedo, P.E. • • • • • • • • • • • :Submitted under NOA # 04- 0528.05" • • ••••• 3. • T reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 •• •' 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a lx 2 x 3 /4" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 • •• • • • • • • •• PGT Industries D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0528.05, issued to PGT Industries for their 1" x Heavy • • • Wall- Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on • • • • • • • • •86/28/06 • ••••• • • • • • • • • • •• •• • • • • • • • • • •• • • • •••• • • • • • • •••• • • •• • • • • •• • •• • • • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E -2 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 RECEIPT PERMIT #; W , 'r `O DATE: I, \p )(Contractor ❑ Owner ❑ Architect Address: Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: Miami Shores Village Building Department 10050 .NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 Q9Jt/oy From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. 3ti.. ,�� it 7 I �I