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BP-05-697Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/25/2005 Applicant: RONALD PLATT Owner: PLATT RONALD JOB ADDRESS: 515 NE 93 ST Contractor ETC UNLIMITED INC Local Phone: 305/274 -5876 Parcel # 1132060140990 Signed: (INSPECTOR) Building Permit Permit Number: BP2005 -697 Contractor's Address: 7554 SW 113CT Page 1 of 1 Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOT 15 & E1/2 LOT 14 BLK 56 LOT SIZE 75.000 Fees: Description Amount FEE2005 - 6640 Building Fee ' $250.00 FEE2005 - 6641 CCF $4.20 FEE2005 - 6642 Training and Education Fee $1.40 FEE2005 -6643 Technology Fee $6.25 FEE2005 -6644 Scanning Fee $6.00 FEE2005 -6645 Submittal Fee ($50.00) Total Fees: $217.85 Total Fees: $217.85 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 11/7/2005 Construction Value: $6,089.93 Work: WINDOWS 13 AND FRENCH DOORS 2 I /#I543'� , 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/25/2005 Applicant: RONALD PLATT Owner: PLATE` RONALD JOB ADDRESS: 515 NE 93 ST Contractor Local Phone: 305/274 -5876 Parcel # 1132060140990 Signed: (INSPECTOR) Permit Number: BP2005 -698 Contractor's Address: 7554 SW 113CT Permit Status: APPROVED Permit Expiration: 11/7/2005 Construction Value: $2,450.00 Work: SHUTTERS Page 1 of 1 Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOT 15 & E1/2 LOT 14 BLK 56 LOT SIZE 75.000 Fees: Description Amount FEE2005 -6646 Building Fee $260.00 FEE2005 -6647 CCF $1.80 FEE2005 - 6648 Training and Education Fee $0.60 FEE2005 -6649 Technology Fee $6.50 FEE2005 -6650 Scanning Fee $6.00 FEE2005 -6651 Submittal Fee ($50.00) Total Fees: $224.90 Total Fees: $224.90 Total Receipts: $0.00 Signed: (Contractor or Builder) BY: n e ,r ? c - L P 4 9 0 C 6L In consideration of the issuance to me of this permit, 1 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 responisibility for all work done by either myself, my agent, servants or employes. Inspection Date: 09/07/2006 Inspector: Grande, Claudio Owner: PLATT, RONALD Job Address: 515 93 Street NE Project: <NONE> Contractor: Miami Shores Village, FL Building Department Comments Thursday, September 7, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 0 8 REC'D Block: Permit Type: Windows /Shutters Inspection Type: WINDOWS AND DOORS Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060140990 Lot: Page 2 of 2 Passed V Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 09/07/2006 Inspector: Grande, Claudio Owner: PLATT, RONALD Job Address: 515 93 Street NE Project: <NONE> Contractor: Miami Shores Village, FL Building Department Comments Thursday, September 7, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 0 8 REC'D Block: Permit Type: Windows /Shutters Inspection Type: WINDOWS AND DOORS Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060140990 Lot: Page 2 of 2 Issue Date: 5/25/2005 Owner's Name: RONALD PLATT Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 515 93 Street NE Additional Information Miami Shores Village, FL Comments: ALUMINUM PANELS SHUTTERS Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 02/09/2007 Contractor(s) Phone Primary Contractor Type of Work: Additional Info: No of Openings: 16 Classification: Residential 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. Permit Status: APPROVED Permit Number: BP2005 -698 Phone: Parcel #: 1132060140990 Block: Lot: Section: PB: Total Square Feet 84 Total Valuation: $ 2,450.00 Required Inspections Shutter Attachment Shutter Final Fees Due Amount Permit Fee $260.00 Total: $260.00 Invoice Number WS - 8 - 06 - 25833 Total: Amt Due $260.00 Amt Paid $260.00 $260.00 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES . Bill To Return to: I Date RONALD PLATT 399 NE 98 ST MIAMI SHORES, FL 33138 -2409 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 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-8 -06 -25833 Invoice Date: August 09, 2006 Permit Number: BP2005 -698 ................. ............... Fee Name 08/09/2006 Permit Fee Wednesday, August 9, 2006 Fee Type Adjustable Total Fees Due: Fee Amount $260.00 $260.00 Payments Date Pay Type Check Number Amount Paid Change 08/09/2006 Check 17633 $260.00 $0.00 Total Paid: $260.00 , Total Due: $0.00 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Total Fee Now Due $ (Continued on opposite side) S Value of Work For this Permit 4 2 g 0 O ami Shores Villa wildin Departure 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (3 5) 795.2204 Fax: (305) 756.8972 ECE VC. MAY 1 1 60 Architect/Engineer's Name (if applicable) Phone # Electrical Plumbing Mechanical Roofing T� Owner's Name (Fee Simple Titleholder) QO(Q(1. • PLATT Phone # 7 8(..; zg I I- 1 o 1 GS Owner's Address 15 1.I tb °I Si City iatin S S State FL.. Zip 351 58 Tenant/Lessee Name Phone # Permit No. 5 aster Permit No. Job Address (where the work is being done) 5 ) 5 me q3 57 City Miami Shores Village County Miami -Djde Zip Is Building Historically Designated YES NO .-)i5149 3 . — L J / Contractor's Company Name CT .... _ . U4 I A.411 1- 40. . Phone # 542€5 --..).21— q? 7 Co Contractor's Address 1 nk,s,) 11' CT City N J ■Gt.0 .l State FL Zip 33173 Qualifier 0,A4.. 1,D S /- , OIE D Square Footage Of Work: 4`7' Type of Work: ['Addition ['Alteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: Al um%n,ULvA\ Q jV .uJ 2-ifs (Ito open ****************************F 401 Training/Education Fee $ Technology Fee $ Submittal Fee $ SC °CDC) Permit Fee $ - - - -- -- Notary $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 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 FT FCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection : be approved an,. < reinspection fee will be charged. ,.,,,.....,,,,4 Signature Owner or Agent The foregoing instrument was acknowledged before me this 10 day of ;t, 20 QS , by (or-, \ Q lA- k who i personally known NOTARY PUBLIC: - CRY PUBLIC• f �YW PART Sign: NOTARY PUBL1C STATE OF FLORIDA Sign: Print: jmuo Print: ATEOFROM% VN DO x� • •'f!c:�; • EXP My Commission Expires: N �a-. i �O t, My Commission Expires: y4 6 6 �'• 21 APPLICATION APPROVED BY: Chc 12/15/03 Contractor The foregoing instrument was acknowledged before me this Il] day of ()Thad j , 20 p5, by Ct.,,, ' o s a -kY a , o me or who has produced who is ersonall kno to me or who has produced as identification and who did take an oath. As identification and who did take an oath. Signature (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *************** / Examiner Engineer Zoning 1) All shutter panels shall be up for final inspection . 2) Fasteners are OK except, missing 1 screw at bottom of door at rear of house. 3) Provide all washers when panels are installed . 9/7/06 CG. Passed Inspector Comments 1 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 4 Inspection Date: 09/07/2006 Inspector: Grande, Claudio Owner: PLATT, RONALD Job Address: 515 93 Street NE Miami Shores Village, FL Project: <NONE> Contractor: Building Deaartment Comments Thursday, September 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspe 'on Nu b -2 "2 P200 -698' SEP 0 8 RECD Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132060140990 Lot: Page 1 of 2 Issue Date: 5/25/2005 Owner's Name: RONALD PLATT Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 515 93 Street NE Com ments: FRENCH DOOR IMPACT WINDOWS NON IMPACT FRENCH DOOR NON IMPACT Additional Information Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 02/21/2007 Contractor(s) Phone Primary Contractor Type of Work: Additional Info: No of Openings: 20 Classification: Residential 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 Fees Due Miscellaneous Fee Total: Amount $250.00 $250.00 Invoice Number WS - 8 - 06 - 25832 Total: Amt Due $250.00 Amt Paid $250.00 $250.00 Building Department File Copy ,1/1 Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: BP2005 -697 Phone: 1132060140990 Lot: PB: Total Square Feet: 117 Total Valuation: $ 6,100.00 Required Inspections Window Door Attachment Shutter Attachment Final Shutters Final NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES . Bill To I RONALD PLATT 399 NE 98 ST MIAMI SHORES, FL 33138 -2409 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name 08/09/2006 Miscellaneous Fee Wednesday, August 9, 2006 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 -8-06 -25832 Invoice Date: August 09, 2006 Permit Number: BP2005 -697 Fee Type Calculated Total Fees Due: Fee Amount $250.00 $250.00 Payments Date Pay Type Check Number Amount Paid Change 08/09/2006 Check 17633 $250.00 $0.00 Total Paid: $250.00 Total Due: $0.00 Bill To RONALD PLATT 399 NE 98 ST MIAMI SHORES, FL 33138 -2409 Return to: I Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name 08/09/2006 Miscellaneous Fee Wednesday, August 9, 2006 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 -8-06 -258,2 Invoice Date: August 09, 2006 Permit Number: BP2005 -697 Fee Type Calculated Total Fees Due: Fee Amount $250.00 $250.00 Payments Date Pay Type Check Number Amount Paid Change 08/09/2006 Check 17633 $250.00 $0.00 Total Paid: $250.00 , Total Due: $0.00 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Tenant/Lessee Name Type of Work: Describe Work: \ Total Fee Now Due $ / a (Continued on opposite side) iami Shores Villa$fi- uilding Department" 10050 N.E.2nd Avenue, lViiami Shores, Florida 33138 Tel: (3 Electrical Owner's Name (Fee Simple Titleholder) 01■_ Owner's Address 5 1 1 - City 0.:_ State Job Address (where the work is being done) 515 Kt City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name rr • - • ' CA h1Ii flM L1 r Z471 '- Contractor's Address 7 Li cS W I 1 ? QT City fltiatull State F L Qualifier l i .LOS A- . DTEtz $ Value of Work For this Permit k' iiY G 03 Notary $ Training/Educatip- ee $ Scanning $ Radon $ 6 Plumbing g • Permit No. O , 9 - 7 aster Permit No. Mechanical Roofing Phone # — 15(e 'a ?) Zip Phone # Phone # Zip Zip 33 .. (.0 4 gA\ r7 Architect/Engineer's Name (if applicable) Phone # ['Addition ['Alteration ❑New — ecerek 300 r C- paed•t) 15- Windou s CN on- in faca - � - F - eanc r 0®a r C Non- t rkpcw. r) ❑ Repair/Replace ❑ Demolition ** * ** * * * * * ** * *** ** * * * ** aF *** ** * * * * * * * *** * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee r 1i CCF $ CO /CC Technology Fee $ S Bond $ Code Enforcement $ ' Ian Review. $ Square Footage Of Work: ) % 7 5 CI FIT Bonding Company's Name (if applicably Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is .issued In the absence of such posted notice, the inspection n. be approved % . einspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this 11) day of 20 0S, by Rnr,,c, who is ' -rsonally known . me or who has produced As identification and who did take an oath. Cho 12/15/03 NOTARY PUBLIC: Sign: _ St AN W1 O Print: .fit) SGT r■ L-E)1 - 2222 ) My Commission Expires: q L 1 )0 NOTARY PUBLIC STATE OF FI(1 [LION NO. DD11 WKIDOMMINION EXP. In. 2LZOS ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *. * * * * * * * ** �j APPLICATION APPROVED BY: Contractor The foregoing instrument was acknowledged before me this f) day of M4).- y , 20 OS, by 0_0 r los 04e-rb who is ersonally knowiao me or who has produced as identification and who did take an oath. Y PUBLIC: Sign: Print: S IaSr' ?_oi L My Commission Expires: y (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. Plans Examiner Engineer Zoning * * * * * * * * * * * * * * ** *** * *:- * * * * * * * * * * * * * * * * * * * * * * * * * ** BUILDING CRITIQUE SHEET nee et Miami Shores Village Building D epartment tl� Job Name Permit No. 6 -) 2 — C 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Pa m PERMIT NO . TAX FOLIO NO. STATE OF FLOR4OA: COUNTY OF MIAMI•DADE: 305 8830991 NOTICE OF COMMENCEMENT A HECOEDED COPY MUST 3E POSTED ON THE JOB SITE Ar TIME OF MST INSPECTION THE UNDERSIGNED hereby gives notice that impravements will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following inrormetlon is provided in this Notice of Commencement. 1. Legal description of property and street/address; ( �,,,, � G 3. Owner(s) name and address: Interest In property: Name and address of fee simple titleholder. CFN 200 ,5RO 008 ,r 4 DR Bk 23380 Ps 0201,` (1991 RECORDED 05/17/2005 12:02 :09 HARVEY RUVINr MLERV OF COURT $IIA111 -DADE MIJHTY, FLORIDA LAST PAGE a 2. Description of improvement: net.o Q,uurniftUIYti (.43% n S Gri an 'k 4 Fk e$ 1. HA . EY 4. Contractor's name and address: 9► Name and address: Amount of bond L. 6. Lender's name and address: 7. Persons within the state of Florida provided by Section 713.13(1)(a)7., Florida Statute Name and address: Signature of Owner Print Owner'S Name Sworn to and subscribed Notary Pubil Print Notary's Name My commission expires; 123.01.52 PAGE 4 r before me this __/0 day of oThk0 5. Surety: (Payment bond required by 1,?yR v rilmr0 DADE .._ et .300 County ( . c - : = a 1 n a . • • • m notices or other documents may be • ;Ned as 8. In addition to himself, Owners designates the following person(a) to receive a copy of the Lienor's Notice =, provided In Section 713.13(1)(D), Florida Statutes. Name and address:.. of Commencement: (the expiration date i$1 year from the date of recordini unless a The following pages were originally attached to plans with the following permit # BP4cio BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • NOTICE OF ACCEPTANCE NOA PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing The documentation submitted has been reviewed by b the use ofc °nstruction.materials. by the Board of Rules and. Appeals (BORA) to be us d t n Dade County and o a eas t end ow ed d the Authority' Having Jurisdiction (AHJ), where allowed by This NOA shall not be valid after the expiration date stated below. The Miami -Dade Coun . Produ - Division (In Miami Dade County) and/o the AHJ (in areas other than Miami Dade County) ct Control have product or material tested for quality assurance purposes. If this product or material fails to .the accepted manner, the manufacturer will. incur the ex en �`) reserve the right to revoke, modify, or suspend the use of such product or material within their se of such testing and the AHJ may immediately urisdiction, perform in P j to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product material fails to meet the requirements of the applicable building code. p This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series HR -201 Aluminum Horizontal Sliding Window with hIeav Duty Meeting - APPROVAL DOCUM ENT: Drawin ► Heavy Y nI, Rail t h 9, b No. 265 -2; titled Alum. Horiz. Roller (UD. MTG. Rail) ", sheets 1 hrob g , prepared, signed and sealed by Robert Clark, P.E. dated 5/10/02, bearing Product Control Approval stamp with the Notice of Acceptance number and approval date 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. ADVH:RTISEIYIENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If an be done in its entirety. Y portion of the NOA is displayed, then it shall 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 I3uilding Official. The submitted. documentation was reviewed by Raul Rodriguez NOA No 02- 0313.09 Expiration Date: June 27, 2007 Approval Date: June 27, 2002 I'age I i IIANIi -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMi, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 MIA MI•DADE' 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 PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami. Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as, described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series SWD -I01 Outvoting Aluminum French Door- Impact APPROVAL DOCUMENT: Drawing No. 971, titled "French Door -X, XX ", sheets 1 through 4 of 4, prepared, signed and sealed by Robert L.Clark, P.E., dated 4/13/01, 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: Large and Small Missile Impact 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 # 01- 0417.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02- 0701.12 Expiration Date: November 22, 2006 Approval Date: July 12, 2002 Page 1 o703J2003, 09 : 5 1:10 AM PUT Industries 04 • PUT Industries 04 Page 2 M t A rytio,la BUILDING C9DE.cOMFLIANCE•OFFICE (IPCCO) P • L Drive • • Nokomis,. F4 34275 '-.. .Siecipe!. This.N.04...is'beingiseued under the:applicable rules aud regulations geverniiii.the use of coostruction materials, : • .e._ Theclectinientatien submitted:1*i been revievved by Marna-Dade County Product Control Division and accepted . . the Authority Heving..Turisdiction (A.111).„ by the Board of Rules ancl'Appeals (BORA) to be used m Miami Dade County and other areas where allovved by •Thiel shall not be • • • valid after the expiretion DeVestere(In:Miand.Dad date gated below, The Miami-Dade County Product Conte .1 .have this prOduet.ornaterial •t : • • - .,, the: accepted,. e CoUnty)„ and/or. the. Af-IJ (in areas other than Mmi ia Dade -County) reserve the right to . tesed- for:quelity assurance purposes. If this product .or material:fails to perform. in revoke reedify; ..mannere the Menufaettirer will incur the expense of such testing. and the may immediately to rvoke • ; or suspend the use .of such product oe material within theirjurisdiet th ion. BORA reserves e right . .terial! fails:to-me th epeireme e this aeceptance, if it iadetermineel by Miami-Dbuilding .ade.County Product Control Division that this product or ma: et. e rents of the applicable code, • • • Thisptedue.Os approved as. describedhereineandhas been designed to comply with.the High•Yelecity Hurricane . .:ZOnesottheFforiderEuilding Code.. • TN • • .eeESPRIPTIPNe Seres : Outswing-Alumitmeni French Door • • .A.PPROYA4 DOCUMENT: Drawipg No. 944, titled "Aluminutn FreneleDoor"; sheetsll through 5, prepared by • MantifactUeeredated 9/5/97 with revision E dated 7/31/02 signed and sealed by Robert lie Clark, P,E,, bearing the • • Miami: County Product Control Approval stamp with.the Notice of Acceptance number•and approval date by the Miami-Dad e County Product Control • Division. ...MISSILE' IMPACT RATING:. None LAIWIeINGi'Each unit shall bear. a permanent label with the manufacturer'setame or logo, city, state and felleveing:statement:"Miarni-Dade•CoUnty Product Control Approved unless otherwise noted herein, • RENEWAL of this NOA shall be considered after a renewal application has been riled and there has been no ehange.:in'Aelapplicable building.00de negatively affecting the performance of this product. •. 1C.E13 Of this NOA will after the.ex.piration date or if there has been a revision or change in the materials, use, a.nd/OrmanUfactute.of the product:or proceSs. Misuse of this NOA as an endorsement Of any :..: • peac:tete fOr:sales, advertising or.any other purposes shall automatically terminate this NOA. Failure to comply withemYsectioreof this NOA shall be cause for termination and removal of NOA. • '..:4DVERTISENIENT: The NOA•number pre.ceded by the words Miami-Dade -County, Florida, and followed by the expiration dateetriay be displayed in : advertising literature, If any portion or the NOA is displayed, then it shall _done in its- entirety.: • • 'IN8PECTION: eapy of this entire NO,A, shall be•provided to the user by the manufacturer or its distributors • :e.• andshalt be available forInSpection at thejob site at the request of the Building Official, • This NC:IA revises and renews NOA.fi01-04I7.05,and, consists Of thie page 1 as well as approval document. • rne4tioned. above. e • • The subreittecl•documentation Was.reviewellby.Hanuel Pere; P.E. Fee OTKCE OF ACCEPTANCE NOA . T • MIAM14:DADE COUNTY, FLORIDA METRO-DADE.FLAOLER BUILDING 140 WEST FLAGLER STREET, .SUITE 1603 MIAMI, FLORIDA 33.130-1563 (305) 375-2901 FAX (305) 375 NOA No 02-0625,0 I Expiration Date: - July 22; 2007 Approval Date: August 22, 2002 • Paget MIAMIOARE; BUILDING CODE COMPLIANCE OFFICE (i1CCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLACLER BUILDING 1.10 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2906 PCT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Tlte 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 (A1-IJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material falls to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: SII• Aluminum Single Hung Window Standard iv /heavy Duty Meeting Rail APPROVAL DOCUMENT: Drawing No. 2737, titled "Aluminum Single Hung Window (TG -B) ", sheets 1 through 4 of 4, prepared, signed and sealed by Robert L.Clark, P.E., dated 9(06/01, 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 ", - lnless 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 # 01- 0516.11 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, 1'.E. NOA No 02- 0702.03 Expiration Date: October 04, 2006 Approval Date: July 15, 2002 Page 1 - COMPARATIVE ANALYSIS - TABLE 1. A ' [ 1 . ( t ( 1 I 63.000 (4) • o { \\ - 66" OPER. DAYLIGHT OPENING MAX GHT 1_ MAX LITE __ NEG POS XI \ \\ trfl I • . '. ) v-- 26.500 (4) A. � � • • ' • I£1=1:3 I - COMPARATIVE ANALYSIS - TABLE 1. A G LASS .ATY`)E: r : A: F.X-3332 : r , at t . . ter s WINDOW WIDTH WINDOW HEIGHT 63.000 (4) 72.000 (5) 'e: NEG POS NEG POS NEG POS NEG POS 26.500 (4) A. -1: 19.3.. 56.0 -102.8 56.0 B. -1; 19.3 56.0 -102.8 56.0 C: -1; )6.0 56.0 -91.4 58.0 37.000 (4) A. ,-119.5 .9.6 56.0 -76.7 56.0 B. -1: 9.6 56.0 -76.7 56.0 C. -119.5 9.6 56.0 -68.2 56.0 44.000 (4) A. -8 8.9 56.0 -65.5 56.0 B. -1 7.9 .56.0 -66.4 56.0 C :' -8. 8.9 56.0 -59.0 56.0 53.125 (4) • A, -87.4 56.0 - - - - 70.,, 56.0 -59.1 56.0 : -87.3 56.0 -87.3 56.0 • -70.5 56.0 -59.1 56.0 63.000 (6) A -64.0 56.0 -62.1 .56.0 -60.8 56.0 -51.8 51.8 -39.5 39.5 -34.7 34.7 B: -64.0 56.0 -62.1 56.0 -62.1 56.0 -62.1 56.0 -59.8 56.0 -50.3 50.3 C.. -56.9 56.0 -55.2 55.2 -55.2 55.2 -51.8 51.8 -39.5 39.5 • -34.7 . 34.7 74.000 (6) A. -49.4 49.4 -45.0 45.0 -45.0 45.0 -45.0 45.0 -36.7 36.7 -31.0 31.0 B. -49.4 49.4 -45.0 45.0 -45.0 45.0 -45.0 45.0 -45.0 45.0 -45.0 45.0 C. -43.9 43.9 -40.0 40.0 -40.0 40.0 -40.0 40.0 -36.7 36.7 -31.0 31.0 TABLE NOTE: NUMBERS IN () PARENTHESES ARE MINIMUM QUANTITY OF ANCHORS PER SIDE. NON- IMPACT WINDOW NOTES: 1_ GLAZING: 3/16" ANNEALED, 3/16" TEMPERED, 1/2" IG (3/16A,3/16S,1/8A) 2. DESIGN PRESSURE RATING: SEE TABLE 1. 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. 3. CONFIGURATIONS: OX, X0 4. REFERENCE TEST REPORTS: FTL -3330, FTL3331 & FTL -3332 5. SHUTTER REQUIREMENT: MIAMI - DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6. NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS AND AT EACH FIXED MEETING RA - 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. HEAD & SILL: MAX. 6" FROM CORNERS. MAX. 6" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 18" SPACING. JAMBS: MAX. 6" FROM CORNERS. MAX. 17" SPACING. 8. SEE SHEET 2 FOR GLAZING DETAILS. 9. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI - DADE COUNTY. 10. SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION. 72" HEI A 6" MAX. TYP. 33 1/2" MAX OPER. LITE DAYLIGHT OPENING 33 1/2" MAX - FIXED LITE DAYLIGHT OPENING 18" MAX. T A TYP. 6" MAX. A TYP. 6" MAX , - - • 6" MAX (SEE ANCHORAGE NOTE 7) - MEETING RAIL CENTERLINE • 74" MAX WIDTH OUTSIDE - SEE SHEET 2 FOR SECTION DETAILS 67 1/8" MAX. FIXED LITE DAYLIGHT OPENING 1 A 17" MAX. ,P. A IL. Robert L. Clark. P.E. PE #39712 Strecturai INDUSTRIES 1070 TECHNOLOGY DRIVE • NOKOMIS. FL 34275 P.O. BOX 1529 • NOKOMIS. FL 34274 Revsd B Revsd By: FK Dote: Date: 4/23/02 Drawn By F.K. Date: 1/2 J02 Revisions: Revisions: ADD ANCHOR DIM. Description: OX, XO ELEVATION 74Wx72H Title: ALUM. • HORIZ. ROLLER (HD. MTG. RAIL) Series /Model Scale: Sheet: HR -201 NTS 1 ar 9 Approved as complying with tha Florida Bulding Code Date .7 - vrf 27 u *1 NOAH ot- o 9• Miami Dade Product Coat Division By i Drawing No. 268 -2 Rev: I ` A MAX HEIGHT FIXED LITE DAYLIGHT OPENING 2" VERTICAL SECTION INSIDE OPER. UTE DAYLIGHT OPENING TEST REPORTS: FTL -3330 FTL -3331 FTL -3332 . OUTSIDE OPER. LITE DAYLIGHT OPENING 3/16" ANNEALED I OR 3/16" TEMPERED Robert L. Clark, P.E. PE #39712 Structural MAX WIDTH HORIZONTAL SECTION MONOLITHIC GLASS INSIDER • OUTSIDE A INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 7/16" NOM. GLASS BITE I TYP. (4) 3/16" ANNEALED 3/16" AIR SPACE 1/2" NOMINAL INSULATED GLASS GLAZING DETAILS Revsd By: Revsd By: FK Drawn B F.K. Description: FIXED LITE DAYLIGHT OPENING Dote: INSIDE OUTSIDE ® . INSULATED GLASS Dote: 4/23/02 Date: 1/23/02 n sL 1/8" ANNEALED Revisions: Revisions: ADD 1NT /EXT DES1G. INSIDE Q "-- Approved as complying with the Florida Bolding Code o t, Date ?v.4 C 77 NOM/ o L - 03I 3 . 09 Miami Dade Pfgduct Con Division . By OX, XO SECTIONS & GLAZING, 74Wx72H Title: ALUM. HOR /Z. ROLLER (HD. MTG. RAIL) Series/Model: Scale: Sheet: Drawing No. Rev: HR -201 I NTS 2 °r 9 268 -2 A ' COMPARATIVE ANALYSIS - TABLE 2. A GLASS . TYPE: .A. 3/16" ANNEALED (FTL -3334) : ?*.;. f t; ,:j -, B. 3/16" M �• s a g � , TEMPERED (FTL -3333) x;:. : -` > ':s�:s v�^�' ' ?. WINDOW f WIDTH •'' WINDOW HEIGHT 26.000 (2) 38.375 (3) 44.00 (3) 50.625 (4) 63.000 (4) NEG 'POS NEG POS . NEG POS NEG POS NEG POS 26.500 (4) A. - 120.0 56.0 -120.0 56.0 -120.0 56.0 -120.0 56.0 , -110.2 56.0 13: -135.0 56.0 -135.0 56:0 -135.0 56.0 -135.0 56.0 -132.3 56.0 37.000 (4) A -120.0 56.0 -120.0 56.0 -119.5 56.0 -107.6 56.0 -82.8 56.0 B: -135.0 56.0 -135.0 56.0 -135.0 56.0 -129.1 56.0 -99.3 56.0 44.000 (4) A;� -120.0 56.0 -101.6 56.0 -89.8 56.0 -79.7 _ 56.0 ' -68.9 56.0 B. -135.0 - 56 :0 - 135.0 56.0 -135.0 56.0 -113.3 '56.0 -86.4 56.0 53.125 (4) A. -97.1 56.0 -81.4 56.0 -70.5 56.0 -59.1 56.0 -48.5 48.5 B - 116.5 56.0 -116.4 56.0 -116.4 56.0 -99.6 56.0 -74.8 56.0 63.000 (4) A -71.2 56.0 -69.0 56.0 -60.8 56.0 -51.8 51.8 - 39.5 39.5 •13$ -85.4 56.0 -82.8 56.0 -82.8 56.0 -82.8 56.0 -66.4 56.0 74.000 (4) :A -54.8 49.4 -50.0 45.0 -50.0 45.0 -46.9 45.0 -36.7 36.7. B. -65.8 56.0 - -60.0 55.0 -60.0 55.0 -60.0 55.0 -60.0 ' - 55.0 TABLE NOTE: NUMBERS IN () PARENTHESES ARE MINIMUM QUANTITY OF ANCHORS PER SIDE. NON- IMPACT WINDOW NOTES: 1. GLAZING: 3/16" ANNEALED, 3/16" TEMPERED 2. DESIGN PRESSURE RATING: SEE TABLE 2. 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. 3. CONFIGURATIONS: OX, X0 4. REFERENCE TEST REPORTS: FTL -3333 & FTL -3334 S. SHUTTER REQUIREMENT: MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6. NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS AND AT EACH FIXED MEETING RAIL. 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. - HEAD & SILL: MAX. 6" FROM CORNERS. MAX. 6" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 18" SPACING. JAMBS: MAX. 6" FROM CORNERS. MAX. 17" SPACING. 8. SEE SHEET 4 FOR GLAZING DETAILS. 9. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 10. SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION. 6" MAX. TYP. 63" MAX HEIGHT Robert L. ClOrk, P.E. PE 139712 Structural 57" MAX OPER. LITE DAYLIGHT OPENING 6" MAX A TYP. 33 1/2" MAX OPER. LITE DAYLIGHT OPENING (SEE ANCHORAGE NOTE 7) OUTSIDE - SEE ''SHEET 4 FOR SECTION DETAILS INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 . • NOKOMIS. FL 34274 x . } 6" MAX , Revsd By: Revsd FK By: Drawn By F.K. 74" MAX WIDTH Dote: Date: 4/23/02 Dote: 1/23/02 • 33 1./2" MAX FIXED UTE DAYLIGHT OPENING 18" MAX. 0 TYP. 6" MAX O MEETING RAIL CENTERLINE Revisions: Revisions: ADD ANCHOR DIM. Description: O X, XO ELEVATION; 74Wx63H Series /Model: HR -201 Scale: Sheet: I NTS I 3 of 9 1 A 58 1/8" MAX, FIXED LITE DAYLIGHT OPENING 17" MAX. TYP. 1 A Approved as complying with the Florida Bolding Code Date .J' '27 L • L. NOA# a 2 - o1 Lam. !i Miami Dade Pryd)ct C Divisio By Title: • ALUM. • HORIZ. ROLLER (HD. MTG. RAIL) Drawing No. Rev: • 268 -2 A MAX HEIGHT OUTSIDE FIXED LITE DAYLIGHT OPENING 2 " VERTICAL SECTION INSIDE A OPER LITE DAYLIGHT OPENING TEST REPORTS: FTL -3333 FTL -3334 OPER. LITE DAYLIGHT OPENING Robert L. Claris, P.E. PE #39712 Structural MAX WIDTH HORIZONTAL .SECTION OUTSIDE MONOLITHIC GLASS 3/16 * ANNEALED OR { 3/16" TEMPERED INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 • NOKOMIS. FL 34274 GLAZING DETAIL Revsd By: Revsd By: Date: FK 4/23/02 Drown By: Date: F.K. 1 /23/02 Title: • Series /Model: HR -201 FIXED LITE DAYLIGHT OPENING Date: INSIDE ® OUTS INSIDE A Revisions: Revisions: ADD INT /EXT DESIG. Approved as complying with the Florida Bolding Cusle 0 o L Dale 3 2 i NOM Miami Dade P Division By Description: O XO SECTIONS - & GLAZING, 74Wx63H ALUM. • HORIZ. ROLLER (1 MTG. RAIL) Scale: Sheet: NTS 4 Drawing No. 9 2 68 - 2 1Rev.16t t © 1 GLASS 'PE Sr_ WINDOW HEIGHT WINDOW fil WIDTH S 53.125 (6) A: 0 Cs D -612 56.0 74.000 (7) A. D B. C: 3 90.000 (7) A. 3 B. ) C ; 106.375 (8) A ) B -63.7 56:0 -63.6 56.0 -63.6 56.0 -63.6 56.0 -52.5 47.2 GI -57.3 50.9 -43.8 43.8 -40.8 40.8 -38.0 38.0 -31.5 31.5 111.000 (8) A -58.7 52.8 -42.0 42.0 -39A 39.4 -36.5 36.5 -30.6 30.6 8: -58.7 52.8 -58.4 52.6 -58.4 52.6 -58.4 52.6 -51.5 46.4 C� -52.8 46.9 -42.0 42.0 -39.4 39.4 -36.5 36.5 -30.6 30.6 120.000 (8) `A: -50.9 45.8 -38.2 38.2 -36.6 36.6 -33.8 33.8 -29.2 29.2 B. -50.9 45.8 -50.0 45.0 -50.0 45.0 -50.0 45.0 -50.0 45.0 C. -45.8 , 40.7 -38.2 38.2 -36.6 36.6 -33.8 33.8 -29.2 29.2 TABLE NOTE :. NUMBERS IN () PARENTHESES ARE MINIMUM QUANTITY OF ANCHORS PER SIDE. COMPARATIVE ANALYSIS - TABLE 3. A HE MAX. 'TYP. 6" MAX. p TYP. NON- IMPACT WINDOW NOTES: 1. GLAZING: 3/16" ANNEALED, 3/16" TEMPERED, 1/2" IG (3/16A,3/16S,1/8A) 2. DESIGN PRESSURE RATING: SEE TAB_ LE 3. • 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. 3. CONFIGURATIONS: XOX 4. REFERENCE TEST REPORTS:. -FTL -3327, FTL -3328 & FTL -3329 5. SHUTTER REQUIREMENT: MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6. NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS AND AT EACH FIXED MEETING RAIL. 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. HEAD & SILL: MAX. 6" FROM CORNERS. MAX. 6" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 18" SPACING. JAMBS: MAX. 6" FROM CORNERS. MAX. 17" SPACING. 8. SEE SHEET 6 FOR GLAZING DETAILS. 9.. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 10.. SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION. A Robert L. Clark. P.E. PE /39712 Structural 26 1/2" MAX OPER. LITE DAYLIGHT OPENING TYP. (2) 1 6" MAX. A 'f 56 1/4" MAX FIXED LITE DAYLIGHT OPENING 120" MAX WIDTH I 6" MAX. 6" MAX , MEETING RAIL CENTERLINE (SEE' ANCHORAGE NOTE 7) ., 0 18 MAX. I-^ SPACING --{ I TYP. " MAX OUTSIDE - SEE SHEET 6 FOR SECTION DETAILS INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 • . NOKOMIS: FL 34274 Revsd By: Revsd By:. FK Drawn By • F.K. Description: XOX ELEVATION, 120Wx63H Title: . ALUM. HORIZ. ROLLER MD. MTG. RAIL) Series /Model: Scale: Sheet: Drawing No. HR -201 Dote: Date: 4/23/02 Dote: 1/23/02 Revisions: Revisions: ADD ANCHOR DIM. NTS 5 of 9 . 268 -2 58 1/8" MAX FIXED LITE DAYLIGHT OPENING 17" MAX. TYP. Approved as complying with the Florida Bolding Code Date 5 v 1 "e- .7 zOOZ � z.o Miami Dade P uct CoU •• Musm • , Divisi A A Rev: A. � I I I I 1 1 JJ l • • 7" M MAX ul 1. l • ' r r ` , , t GLASS 'PE Sr_ WINDOW HEIGHT WINDOW fil WIDTH S 53.125 (6) A: 0 Cs D -612 56.0 74.000 (7) A. D B. C: 3 90.000 (7) A. 3 B. ) C ; 106.375 (8) A ) B -63.7 56:0 -63.6 56.0 -63.6 56.0 -63.6 56.0 -52.5 47.2 GI -57.3 50.9 -43.8 43.8 -40.8 40.8 -38.0 38.0 -31.5 31.5 111.000 (8) A -58.7 52.8 -42.0 42.0 -39A 39.4 -36.5 36.5 -30.6 30.6 8: -58.7 52.8 -58.4 52.6 -58.4 52.6 -58.4 52.6 -51.5 46.4 C� -52.8 46.9 -42.0 42.0 -39.4 39.4 -36.5 36.5 -30.6 30.6 120.000 (8) `A: -50.9 45.8 -38.2 38.2 -36.6 36.6 -33.8 33.8 -29.2 29.2 B. -50.9 45.8 -50.0 45.0 -50.0 45.0 -50.0 45.0 -50.0 45.0 C. -45.8 , 40.7 -38.2 38.2 -36.6 36.6 -33.8 33.8 -29.2 29.2 TABLE NOTE :. NUMBERS IN () PARENTHESES ARE MINIMUM QUANTITY OF ANCHORS PER SIDE. COMPARATIVE ANALYSIS - TABLE 3. A HE MAX. 'TYP. 6" MAX. p TYP. NON- IMPACT WINDOW NOTES: 1. GLAZING: 3/16" ANNEALED, 3/16" TEMPERED, 1/2" IG (3/16A,3/16S,1/8A) 2. DESIGN PRESSURE RATING: SEE TAB_ LE 3. • 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. 3. CONFIGURATIONS: XOX 4. REFERENCE TEST REPORTS:. -FTL -3327, FTL -3328 & FTL -3329 5. SHUTTER REQUIREMENT: MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6. NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS AND AT EACH FIXED MEETING RAIL. 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. HEAD & SILL: MAX. 6" FROM CORNERS. MAX. 6" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 18" SPACING. JAMBS: MAX. 6" FROM CORNERS. MAX. 17" SPACING. 8. SEE SHEET 6 FOR GLAZING DETAILS. 9.. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 10.. SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION. A Robert L. Clark. P.E. PE /39712 Structural 26 1/2" MAX OPER. LITE DAYLIGHT OPENING TYP. (2) 1 6" MAX. A 'f 56 1/4" MAX FIXED LITE DAYLIGHT OPENING 120" MAX WIDTH I 6" MAX. 6" MAX , MEETING RAIL CENTERLINE (SEE' ANCHORAGE NOTE 7) ., 0 18 MAX. I-^ SPACING --{ I TYP. " MAX OUTSIDE - SEE SHEET 6 FOR SECTION DETAILS INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 • . NOKOMIS: FL 34274 Revsd By: Revsd By:. FK Drawn By • F.K. Description: XOX ELEVATION, 120Wx63H Title: . ALUM. HORIZ. ROLLER MD. MTG. RAIL) Series /Model: Scale: Sheet: Drawing No. HR -201 Dote: Date: 4/23/02 Dote: 1/23/02 Revisions: Revisions: ADD ANCHOR DIM. NTS 5 of 9 . 268 -2 58 1/8" MAX FIXED LITE DAYLIGHT OPENING 17" MAX. TYP. Approved as complying with the Florida Bolding Code Date 5 v 1 "e- .7 zOOZ � z.o Miami Dade P uct CoU •• Musm • , Divisi A A Rev: A. COMPARATIVE ANALYSIS - TABLE 3. A HE MAX. 'TYP. 6" MAX. p TYP. NON- IMPACT WINDOW NOTES: 1. GLAZING: 3/16" ANNEALED, 3/16" TEMPERED, 1/2" IG (3/16A,3/16S,1/8A) 2. DESIGN PRESSURE RATING: SEE TAB_ LE 3. • 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. 3. CONFIGURATIONS: XOX 4. REFERENCE TEST REPORTS:. -FTL -3327, FTL -3328 & FTL -3329 5. SHUTTER REQUIREMENT: MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6. NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS AND AT EACH FIXED MEETING RAIL. 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. HEAD & SILL: MAX. 6" FROM CORNERS. MAX. 6" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 18" SPACING. JAMBS: MAX. 6" FROM CORNERS. MAX. 17" SPACING. 8. SEE SHEET 6 FOR GLAZING DETAILS. 9.. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 10.. SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION. A Robert L. Clark. P.E. PE /39712 Structural 26 1/2" MAX OPER. LITE DAYLIGHT OPENING TYP. (2) 1 6" MAX. A 'f 56 1/4" MAX FIXED LITE DAYLIGHT OPENING 120" MAX WIDTH I 6" MAX. 6" MAX , MEETING RAIL CENTERLINE (SEE' ANCHORAGE NOTE 7) ., 0 18 MAX. I-^ SPACING --{ I TYP. " MAX OUTSIDE - SEE SHEET 6 FOR SECTION DETAILS INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 • . NOKOMIS: FL 34274 Revsd By: Revsd By:. FK Drawn By • F.K. Description: XOX ELEVATION, 120Wx63H Title: . ALUM. HORIZ. ROLLER MD. MTG. RAIL) Series /Model: Scale: Sheet: Drawing No. HR -201 Dote: Date: 4/23/02 Dote: 1/23/02 Revisions: Revisions: ADD ANCHOR DIM. NTS 5 of 9 . 268 -2 58 1/8" MAX FIXED LITE DAYLIGHT OPENING 17" MAX. TYP. Approved as complying with the Florida Bolding Code Date 5 v 1 "e- .7 zOOZ � z.o Miami Dade P uct CoU •• Musm • , Divisi A A Rev: A. MAX HEIGHT FIXED LITE DAYLIGHT OPENING 2` VERTICAL SECTION INSIDE OPER LITE DAYLIGHT OPENING TEST REPORTS: FTL - 3327 FTL -3328 FTL -3329 HORIZONTAL SECTION MONOLITHIC GLASS OUTSIDE A (' INSULATED GLASS Robert L. Clark, P.E. PE 139712 Structural GLAZING DETAILS INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 • NOKOMIS, FL 34274 3/16" ANNEALED-- - 3/16" AIR SPACE--- - 1/2" NOMINAL INSULATED GLASS Revsd By Revsd B FK Drawn By F.K. Series /Model: HR -201 Dote: Date: 4/23/02 Date: 1/23/02 1/8" ANNEALED XOX SECTIONS & GLAZING, 12 0 Wx 63H Title: ALUM. • HORIZ. ROLLER (HD. MTG. RAIL) Scale: NTS Revisions: Revisions: ADD INT /EXT DESIG. Sheet: 6 prnvrd as cun►pty1ng pith the Fiori >p da Buidiny Code Date S -6 L m . NOM 2 Control Miami rude P i'rivisioB ` By Drawing No. Rev: 268 -2 A 3/16" ANNEALED I OR 3/16" TEMPERED' INSIDE FIXED LITE DAYLIGHT OPENING OUTSIDE MAX WIDTH 7/16" NOM. GLASS BITE TYP. (4) .1 INSIDE A OPER. LITE DAYLIGHT OPENING TYP. (2) , 1 VIEW A -A A CORNER CONTRUC T ION BOTTOM R r TEST REPORTS: • FTL -3327 FTL -3328 FTC -3329 FTL -3330 FTL -3331 FTL -3332 FTL -3333 FTL -3334 .062" FRAME JAMB(OPERABLE) MAT' L: 6063-T5 DWG# 219' 1.542" .062" 1.542" L 1 2.209" FRAME JAM B(FIXED) MAT'L: 6063 -T6 A DWG# 218A Robed L. Clark. P.E. PE #39712 Structural 2.124" 1.827" 2.824" 1070 TECHNOLOGY DRIVE NOKOMIS. FL_ 34275 P.O. BOX 1529 NOKOMIS, FL 34274 FRAME HEAD MAT'L: 6063 -T6 0 DWG# 215B. FRAM E SILL MAT'L: 6063 -T5 DWG# 264 INDUSTRIES 2.000" 2.000" Revsd By Dote: Revsd By: FK Drawn B F.K. Title: Series /.Model: HR -201 Date: 4/23/02 ote: 1 ,050" Revisions: .062" Revisions: ADD CORNER DE. .875 "-i .SILL ADAPTER MAT'L: 6063 -T6 DWG# 265B .781" 3 r ---1.1 14 "� fl40" 1 2.428" SASH STOP MAT'L: 6063 -T5 DWG# 110 Approved ns complying with th Florida Balding Code Date L7� Lou 2 NOAH 0 2 - o Miami Dade Product Con D ivHi EXTRUSION PROFILES & CORNER DETAIL ALUM. HORIZ. ROLLER (HD. MTG. RAIL) Scale: Drawing No . i Rev: NT S 1She7et: a 9 268 -2 A 1.605" H.D. FIXED MEETING RAIL MAT'L: 6063 -T6 • DWG# 267 SASH SIDE RAIL MAT'L: 6063 -16 DWG# 221A INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 • Revsd By: Revsd By: . FK Drawn 8y: • F.K. Date: Date: 4/23/02 Dote: 1/23/02 TEST REPORTS: FTL -3327 FTL -3328 FTL -3329 FTL -3330 FTL -3331 FTL -3332 FTL -3333 FTL -3334 Revisions Revisions: CHG ALLOY DESIG. Approved as complying with the Florida Bolding Cod L e Z NPM • Miami Dade Product'Con Divisi B Description: EXTRUSION PROFILES & B.Q.M. 1.816" Robert L. Clark. P.E. PE /39712 Stria P.O. BOX 1529 • NOKOMIS. FL 34274 1 1.062" i SASH TOP 8c BOTT. RAIL MAT'L.• 6063 -T6 DWG# 223A .062" 1.750" .926 " --{ G 1.457" i SASH MEETING RAIL MAT'L: 6063 -T6 DWG# 222A Title: ALUM. • • HORIZ. ROLLER (HD. MTG. RAIL) Scale: Sheet: Drawing No. Re HR - 201 NT.S 1 R of q - 2 FR — 2 Mein Dwg # ' Description Mat'l PGT # 1 . 215B Flange Frame Head 6063 -T6 A 6215W,B,T 2 1155 #8 x.1.000 , QUAD Pn., SMS Fastener 781 PQA 3 110 Sash Stop 6063 -T5 66387 4 264 Main Frame Sill 6063 -T5 6264 5 2658 Main Frame Sill Adapter 6063 -T6 A 6265BW,B,T 6 1298 Weep Hole Cover Plastic 71298 7 218A Flange Frame Jamb (Fixed, XO ONLY) 6063 -T6 A 6128W,B,T 8 219 Flange Frame Jamb (Operable) 6063 -T5 61088 9 1003 Wstp., Bulb Vinyl Vinly - 66601 11 1072 Wstp-.,.187 x .200, Fin Seal Wthrstrip 67919G 12 223A Sash Top & Bottom Rail 6063 -T6 A 6223W,B,T 13 242 Sash Top Guide (Anti -rack) Plastic 42105 14 227 End Cap • Plastic 42114 15 #8 x .25, QUAD Pn., .SMS Fastener 78X14PQAA 16 225 Roller Housing & Guide Plastic 42112N 17 226 Rollers, Brass Brass Part 7BRWHL2 18 221A Sash Side Rail 6063 -T6 A 6221 W, B,T • 19 1001 Wstp., Bulb Vinyl Wthrstrip 64664 20 222A Sash Meeting Rail 6063 -T6 6222W,B 21 1096 Sweep Latch Cast Part 71096 22 1016 #8 x .625 , Ph. Fl., SMS Fastener 7858 24 DSB Glass Glass 25 3/16" Annealed Glass Glass 26 3/16" Tempered Glass Glass 27 1/2" Insulated DSB /DSB Glass 28 1/2" Insulated DSB /3/16" Annealed 29 1265 -3 3/32 x 1/4 x 1 Setting Block Rubber 712653K 30 1267 1/8 x 1/2 x 1 Setting Block Rubber 71267N 31 1014 Screen Frame Aluminum 61011 32 1013 Screen Corner Key Plastic 41903 33 1073 Screen Spring Spring Steel 78835M 34 1278 Screen Pull Plastic . 70409K 35 1618 Screen Spline Rubber 68155K 36 Screen Cloth 61816 37 267 H.D. Fixed Meeting Rail 6063 -T6 6267 38 2718 Glazing Bead (SSB /DSB) Rollform Bd. 65196 39 2719 Glazing Bead - (3/16 ") Rollform Bd. 65016 40 1263 Glazing Bead - (1/4 ") Roilform 61.33 41 241 Glazing Bead - (1/2" Insulated) Plastic 6VT48 .. 42 1274 Glazing Bead - (for Grill Kit - SSB /DSB) Plastic 6GB1274 43 1237 Glazing Bead - (for Grill Kit - 3/16") Plastic 6GB1237 44 Slicone Adhesive Dow 899 or Equal 1.605" H.D. FIXED MEETING RAIL MAT'L: 6063 -T6 • DWG# 267 SASH SIDE RAIL MAT'L: 6063 -16 DWG# 221A INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 • Revsd By: Revsd By: . FK Drawn 8y: • F.K. Date: Date: 4/23/02 Dote: 1/23/02 TEST REPORTS: FTL -3327 FTL -3328 FTL -3329 FTL -3330 FTL -3331 FTL -3332 FTL -3333 FTL -3334 Revisions Revisions: CHG ALLOY DESIG. Approved as complying with the Florida Bolding Cod L e Z NPM • Miami Dade Product'Con Divisi B Description: EXTRUSION PROFILES & B.Q.M. 1.816" Robert L. Clark. P.E. PE /39712 Stria P.O. BOX 1529 • NOKOMIS. FL 34274 1 1.062" i SASH TOP 8c BOTT. RAIL MAT'L.• 6063 -T6 DWG# 223A .062" 1.750" .926 " --{ G 1.457" i SASH MEETING RAIL MAT'L: 6063 -T6 DWG# 222A Title: ALUM. • • HORIZ. ROLLER (HD. MTG. RAIL) Scale: Sheet: Drawing No. Re HR - 201 NT.S 1 R of q - 2 FR — 2 • r -1 1/4" MIN. APPROVED WOOD BUCK 4 1 4 ' a TYP. HEAD SECTION TO CONCRETE • J — • knn • (SEE NOTE 1) / TAPCON A / W/ #12 HD. E• TYP. SILL SECTION TO CONCRETE • 1/4" MAX. SHIM• 1/4" TAPCON A W/ #12 HD. - (SEE NOTE 1) N-_ 1. USE MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. (4-15# MINIMUM SHEAR RATING AT 1 1/4" EMBEDMENT) A • TYP. HEAD SECTION TO WOOD •} t " APPROVED C 1 M. WOOD BUCK 1/4" MAX. SHIM] #12 WOOD SCREW (SEE NOTE 1) A 1/4" TAPCON W/ #12 HD. r 1/4" MAX. SHIM • TYP. SILL SECTION TO WOOD #12 WOOD SCREW [ 1/4" MAX. SHIM 1 1 MIN. APPROVED WOOD BUCK 1 Robert L. Clark, P.E. PE /39712 Structbrot 1/4" MAX. SHIM TYP. JAMB SECTION TO CONCRETE' INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 • APPROVED WOOD BUCK - #12 WOOD SCREW Revsd By: Revsd By: FK Drawn By: F.K. Title: Series /Model: HR -201 1 1/4" MIN. Dote: Dote: 4/23/02 Dote: 1/23/02 1/4" MAX. SHIM If TEST REPORTS: FTL -3327 FTL -3328 FTL -3329 FTL -3330 FTL -3331 FTL -3332 FTL -3333 FTL -3334 Revisions: CI-1G TO 1/4 TAPCONE Description: ANCHORAGE DETAILS Revisions: ALUM. HORIZ. ROLLER (HD. MTG. RAIL) Scale: NTS Sheet: 9 of 9. APPROVED WOOD BUCK 1 1/2" MIN.- - n TYP. JAMB SECTION TO WOOD Approved as complying with the Florida Buldirig Code Date T.--e. L7 i "nj Z NOAH of --o S . a" Miami Dade Product lalelsla� By Drawing No. Rev: 268 -2 • COMPARATIVE ANALYSIS FOR: GLASS 3116 ANNEALED FYI.- 2958 Window 77111th Window Height 26.000 (4) 38.375 (4) 50.525 (4) 63.000 (6) 70.000 (0) ries pos nag pas nag pea nag pas nag Pva 79.125 (2) 420.00 56.67 - 120.00 36.67 -120.00 56.67 - 111.90 56.67 - 66.30 50.67 24.000 (2) 420.00 56.67 - 120.00 56-67 - 120.00 56.67 - 100.30 54.07 - 75.20 55.57 26.500 (2) - 120.00 56.67 -120.00 56.67 - 120.00 56.67 -97.00 54.67 -71.00 56.67 32.000 (3) -120.00 56.67. - 120.00 56.67 - 101.70 56.67 -11.10 54 -67 -66.70 65.67 37.000 (3) - 120.00 56.67 - 120.00 56.67 - 86.40 56.67 -70.96 54.67 -61.90 56.87 40.000 (3) - 420.00 56.67 - 118.60 56.67 -80.90 56.67 -63.80 36.67 -57.70 56.57 44.000 (3) - 120.00 56.47 - 110.50 56.67 .73.10 56.67 -59.20 34.67 -32.30 52.30 48.000 (3) - 120.00 56.67 -104.40 56.67 .64.80 55.67 .53.90 53.90 48.00 46.00 53.125 (4) .120.00 58.67 -99.70 56.57 -59.50 56.87 -47.90 47.90 - 43.10 43.10 COMPARATIVE ANALYSIS FOR: GLASS: 3116 TEMPERED 171: 2957 (A1.A3.A4) Window Width Window Height 25.000 (4) 38.375 (4) 50.625 (4) 63.000 (6) 76.000 (6) nog pos nag pas nog pos nog pas neq pos 19.125 (2) - 135.00 56.70 A35.00 56.70 . 135.00 56.70 - 130.10 56.70 -100.40 50.70 24.000 (2) - 135.00 56.70 - 135.00 58.70 - 135.00 56.70 - 116.60 56.70 -87.50 56.70 • 26.500 (2}� - 135.00 55.70 - 135.00 56.70 - 135.00 56.70 -112.90 56.70 .83.20 58.70 32.000 (3) - 135.00 56.70 - 135.00 56.70 . - 135.00 58.70 - 110.00 56.70 -77.50 37.000 (3) 435.00 56.70 - 135.00 56.70 - 135.00 56.70 410.00 5070 .75.70 90.70 40.000 (3) - 135.00 56.70 .135.00 56.70 - 135.10 58.70 .110.00 50.70 -75.50 45.70 44.000 (3) 435.00 56.70 - 135.00 56.70 - 123.60 56.70 .110.00 56.70 - 75.60 56.70 48.000 (3) - 135.00 56.70 - 133.00 56.70 - 109.60 56.70 .96.50 50.70 - -73.60 58.70 53.125 (4) - 135.00 56.70 , .117.40 56.70 -95.70 56.70 -83.30 50.70 .75.60 60.70 MAX. HEIGHT 76.000" w 1 5" MAX. tY. 5 0 1st O 10" MAX. v MAX. WIDTH 53.125" MAX. FIXED CITE AYLIGHT OPENIN 49.125" CENTERUNE OF MEETING RAIL x MAX. VENT DAYLIGHT OPENING 48.125" NON- IMPACT WINDOWS 1.) TEST REPORT, GLAZING, MAXIMUM SIZE A) FTL -2957, 3/16" TEMPERED, 53.125 x 76.000 (A1, A3, A4) B) FTL -2958, 3/16" ANNEALED, 53.125 x 76.000 2.) MANUFACTURED WITH HEAVY DUTY MEETING RAIL 3.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 4.) SEE SHEET 2 OF 7 FOR SECTION DETAILS MAX. FIXED UTE DAYLIGHT OPENING 34.375" VENT OPENING 75" MAX. FIXED UTE HEIGH F FROM BOTTOM OF MEETING RAIL 37 /2" Robert L. CI rlc. P.E. PE #39712 Structural 3/16" GLASS COMPARATIVE ANALYSIS NOTES: 1.) Northers In () parentheses are quantity of anchors per side. 2.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM 51300. 3.) Positive Design Loads based en Comparative Analysis and Water That Pressure. 4.) Numbers are for 110 screws or 3,16 Topton. (012 screws may be used Instead of 01 0's) 5.) Anchors 5 mum from each corner and 5 max. on either side of meeting rail. Max. anchor spacing of 16 at Jambs al 24r et head and sill. I NDUSTRI ES Drawn By: F.K. 1070 TECHNOLOGY DRIVE P.Q. BOX 1529 NOKOMIS. FL 34275 NOKOMIS. F. 34274 Revsd 8y. F.K. Dote 9/6/01 Dote: 4/18/01 Series/Model: SH -4000 Revisions: REDRAWN Description: FLANGED W/ 3/16T OR 3/16A GLASS rr7ie: ALUMINUM SINGLE HUNG WINDOW (TG -B) Scale: NTS Sheet: 1 of 4 Drawing No. 2737 Rev: A 3/16 GLAZING DETAIL .375 MIN. GLASS BITE PRODUCT REVISEt ffi compipin2 wNh dot t`lo3kid Bolding Colt Ampoules No 8sp(rr Date By Bar !Profits{ ..oeffoof Urbino 'A APPROVED AS COmPLYISIC WITH T)('€ SGtmT 1 FLORIDA WILDING GOOF DATE UC 4 "i s 2.00 / BY 1 s ("l PRODUCT CONTROL UNISON BUILDING COOS dOMPJANCO OFFICE ACCEPTANCE NO. a(-(341Is.•1) MAX. HEIGHT MAX. FIXED LITE 2.129" VERTICAL SECTION MAX. FIXED LITE DAYLIGHT OPENING MAX. VENT DAYLIGHT OPENING OPTIONAL Robert ark. P. E. PE #39712 Stri trti :rn t e INDUSTRIES MAX. DAYLIGHT OPENING VENT FIXED LITE MAX. DAYLIGHT OPENING MAX. WIDTH HORIZONTAL SECTION NON - IMPACT WINDOWS 1.) TEST REPORT, GLAZING, MAXIMUM SIZE A) i TL- -2957, 3/16" TEMPERED, 53.125 x 76.000 (Al, 8) FTL —2958, 3/16" ANNEALED, 53.125 x 76.000 2.) MANUFACTURED WITH HEAVY DUTY MEETING RAIL 3.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS Drown Br F.K. 1370 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL 34275 NOKOMIS, FL 34274 Rend 8y. E.K. Date: /8/O Date: 4/18/01 Description: SECTIONS FROM SHEET Series /Model: . S1-I -4000 Scale: NTS pewSions: REDRAWN Sheet: 2 A3, A4) os4 P1IODUL r I*. PINED a mairing with the Flom mia By C APPROVED AS C.OMPLYING WITH THE SOUTH FLORIDA BUILDING CODE D A T E G L T 0 4 , 20o 1 BY kCt"a` \ • Li, 4.,,.1.. PRODUCT CONTROL DMSKNN BU DNG CODE L OFFICE ACCEPTANCE NO.O — 05 / b' 11 3/16 CLASS rne: ALUMINUM SINGLE HUNG WINDOW (TG -B) Ordering No. 2.000" 2737 2.03 Rev: .562 r CI) HEAD EXTRUSION .926 1.187 .050 SASH SIDE RAIL EXTRUSION .062 O2 SILL EXTRUSION 0 HEAVY DUTY O SASH TOP RAIL MEETING RAIL EXTRUSION .87 SASH RAIL BOTTOM LOCK .062 1.452 O7 SASH BOTTOM RAIL EXTRUSION ® JAMB EXTRUSION 6 SASH TOP RAIL 15 BALANCE CALDWELL ITEM DESCRIPTION 1 FLANGED FRAME HEAD 2 FLANGED FRAME SILL FLANGED FRAME JAMB 5 HEAVY DUTY FIXED MEETING RAIL 7 SASH BOTTOM RAIL 8 SASH SIDE RAIL 9 SASH STOP 10 SASH CAM INSERT (L.H. & R.H.) 11 /8 x .750 OUAD PAN HEAD SMS 12 WEATHERSTRIP, VINYL BULB W /LEAF PGT # VENDOR 62703 6063 -T6 62704 6063- T6 62705 6063- T6 6534525 16063- T6 6534522 6063-16 6534523 16063- T6 6534524 6063- T6 66387 16063 - T6 42800 PGT 7834PA 6tP249 SPENCER OR 21 058 1/8" ANNEALED GLASS TEAM PLAS 13 SWEEP LATCH 1 71096 MINIATURE DIE CASTING 14 ; '8 x .625 PHILLIPS FLAT HEAD SMS 17858 SPENCER OR = 16 WEATHERSTRIP, .187 x .270 FIN j 61062 TEAM PLASTICS 17 WEATHERSTRIP, .187 x .200, FIN 167919 SCHLEGEL 18 BALANCE TAKE -OUT WP 1 7121 UM CALDWELL 19 SILICON GLAZING SEALANT 62899 20 SSB 3 ANNEALED GLASS 22 SS8 & 058 GLAZING BEAD 1 65200 FLORIDA SCREEN OR = 23 3/16" ANNEALED GLASS 24 3/16" TEMPERED GLASS 25 3/16" GLAZING BEAD 65196 FLORIDA SCREEN OR = 26 /8 x 1.000 OU1ID PAN HEAD SMS 781P0 SPENCER OR = 27 1" x 1.5" OPEN CELL FOAM PAD 28 SCREEN ASSEMBLY 32 SASH BOTTDM RAIL LOCK 62721 6063 -T6 33 SASH BOTTOM RAIL LOCK SPRING 62721 S. STL PRODUCT REVISED at comptglag with the Fioeidtt Aceeptseve No Z-4 .P Expiration Otis 137 mast Dade Ps®daet Coated Dkistos DOW, GE OR EOUAL Revsd By: fate: Revistans: F, K. 1015101 RENUMBERED VENDOR I f 534525 534522 534523 534524 AF - 6387 TP -249 PGT.214.XX FS7826 -187 FS7919 -187 05 -2.00 05 -196 REFERENCE TEST REPORTS: FTL -2957, FTL -2958 Drown 8y: F.K. Descript+on: rtte: 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS. 11 34274 Dote: 4/18/01 PROFILES & PARTS ALUMINUM SINGLE HUNG WINDOW (TG -8 Series /Model: SH- 4000 Scot.: NTS Sheet 3 of 4 APPROVED AS CO14PS.YING WITH THE SOUTH FLORIDA az.nLOiNG CODE DAIS ©c ti oLt S sY Sk�°�t PRODUCT CONTROL DM S10 BUILDING CODE c01,4PLlltNOE OFME ACCEPTANCE NO U t"O . t Drawing No. 2737 Rcv: C TYPICAL HEAD CONFIGURATIONS 1 x WOOD • :. rf ,,• BUCK (� .250 MAX 2 x WOOD BUCK .250 MAX. 'Wm 4. • 1.250 3/16" TAPCON 1.250 /10 PANHEAD OR 112 PANHEAD /10 PANHEAD -� OR /12 PANHEAD NOTES: Robert L. ar 1.) REFERENCE TEST REPORTS: FTL -2957 (A1. A3, A4), FTL -2958 PE #39712 2.) ANCHORS ARE /10 SCREWS OR 3/16" TAPCONS. (/12 SCREWS MAY BE USED INSTEAD) Structural .1) ANCHORS ARE LOCATED 5" MAXIMUM FROM EACH CORNER AND 5" MAXIMUM ON EITHER SIDE OF MEETING RAIL. MAXIMUM ANCHOR SPACING OF 16" AT JAMBS AND 20" AT HEAD AND SILL. GI P.E. .250 Ltx. j50 2 x WOOD BUCK TYPICAL SILL CONFIGURATIONS INDUSTRIES nett: 1070 TECHNOLOGY DRIVE P.O. SOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 TYPICAL JAMB CONFIGURATIONS Drown ay: Description /10 PANHEAD OR /12 PANHEAD F.K. .250 MAX. Revd By: Dote: F.K. 9/6/01 X 4/18/01 --j 1.250 -- 1.250 PRODUCT REVISED ai caa+pi +B mttd i f: soma t `� 03 per.« NoQ2 =4. v Eayicsi 'D'ee �° +a Q� hi Date Ptodaet Courtrai Woke ffr I,c1 Revisions: REDRAWN e • • a • 2 x ' WOOD BUCK ANCHORAGE DETAILS — FLANGE Series/Model: SH -4000 Scare: N TS Sheet: 4 of 4- APPROVED AS COLIPty040 SOU Di FLOFii0a mare 000E DATE 6 4e - A 14,01 ©Y 1 5tA c1 -a.t�� PRODUCT CONTROL DIVISION BUILDING CODE tO MPLIAHCE 0FF!C1: ACCEPTANCE NO. 01 - 6 516• (I ALUMINUM' SINGLE HUNG WINDOW (TG- -S Drawing No. 2737 45.8 60.0 60:0 80$ _40.0 • 60.0 WIDTHS 24.000 (2) NEG WJDThS 4ci ..(5) fiEG POS 54.000 or) - 952 - 60.0, • 40.0 - 60.0 • Aiiik:* pt-k' ' Roil& Eb.64114 Cod • • rftsAF: Agaii.im*# riikdittlCuettrat 60.0 7 60 - 0. 60.0 13 1/4" 45 MAX. HINGE 13" MAK. 0.C. CENTERLINE TYP. HEAD & SILL A ‘ - ilia \--TeP. BOTH JAMBS • NON-IMPACT DOORS 47 3/4" CEN 13 1/4" HINGE CENTER/14E 84 5/8" MAX: . DAYLIGHT OPENING ss 1/2 - kiAx. FOCHT 13 1/4' HINGE LOC. 13 /4" HINGE CENTERLINE TYP.' BOTH JS AS 5 13" MAX. 0.C. trP. HEAD lie SILL , • • . 1.) GLAZING 3/167 TEMPERED . • 2.) dONFIQURATIgNsi:. k XX • ' • .)-- DEN PRESSURE RATING SE TABLES DESIGN LOADS BASED ON k.I) PRESSURE 'AND GLASS TABLE§ DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM I . . ANCHORS.: s• • MAX 0" FROM CORNat§:' (Xx., bigo . 67 & :10° 0t.t. EACH SIDE OF MEt. I ING RAIL CENTERLINE: • 13 §PACING. , : : . . • 71 3/4" MAX. WIDTH 25 11/167 DAYLIGHT OPENING to -- 10" - • • r MAX A:hp DETAIL SEE Non 4 13 1/4" 'INGE • CENTERLINE TIP. BOTH JAMBS 47 3/4" HINGE B011-1 JAMBS 13" MAX. TYP. BOTH JAMS - 84 5/3" fAAX. DAYUGHT OPENING GLAZING B840 NOTE: NUMBERS-IN PARENMESIS ARE MINIMUM QUANTITY QF ANCHORS PER SIDE GLAZING DUAL 3/16" TDAPEREb GLASS s(UCONE LASS BITE •• „ I 064;gtiaAtifi..144: i - •. , • - „. "'. EXTERIOR 44 L�1 71 3/4" WV. witr H ACTWE PANEL INACTI VE PANEL HORIZONTAL . SECTION 58.264 • OVERALL PANEL WIDTH E= -: AQD. M4X. DIM.5 0,1:15717 .• , .7/31/02 E--NO .T1-IiS SI-IT Rered By: Date: . Ratfitearre.: . • 01A8/02:-14. "MG THIS SHT P'evgd Dr. 08 7://1 ADO -2P 1.9CK DraW • :5 '4 1 4 '4 .5.. • . • . . it;;eiof. c • L i LOCK OPTIONj 1 ftro i =n¢_ L, Cron ,, P.E. PE �'acre'scrl: 1 676 1464eia oc r 15141 • 1 KO FL• -34275 - .. 59x. 4401k0 M45: FL 34274- • 1 1 /4-d #10 D' SCREW, 3/16' OR 1/4' .3F / . t.2' RD TAPCONS (SEE MITE 2) HEA ', 3/15 OR :I /4' 1I/ 112 E10 TAPCONS (SEE NOTE • 2) ANCHOR FASTENERS ARE STAGGERED IN JAMBS 1 . 1/2 ° MIN. y .• r . f, IN. 2x WOOD BUCK � e 1x WOOD BUCK TYP.. HEAD 3/16* OR 1/4 W/ 112 . HD TAPCONS (SEE NOTE 2) . P JAM © Ti.R .JAMB :VENDOR . - VEND ©R ,, 4 .. -250 x. _1:87 :FINSEAL:'.5TRIP .. 67924G. 8:(4) . 0008 .PANEL . JAMB (AL. 6063 =T5/. 062. WALL) 50376 :FRAME B .. AL. ...6053- T5/.050 .WALL) :.HEAD (ice:- .61363 -F5 .052 WALL 8 SILICONE.. :. 9 " . OUTS*.. THRESHOLD ' (/L 6063—T5 , .050 - W l�I 16x1B- THREADED 11 TRUSS -CLAMP . fAL. 6063- T5t.O52_ WALL) • 60380 • • 60411 62899.0 61 " 1' 1 51$ITE _.P._IATE 50378M 7WASHA- 3 frerne mbs ALUW2tX . ALUMAX DOW . CORNING . 2 ea: door 1 _ & boL. rod 'FASTEC :INDUSTRIAL FASTEC INDUSTRIAL VINYL : TECH. CAMCORP . VINYL . TECH. : .MERCHANTS •FASTENER AF-1 03777:.: AF- 1.0380 -- AF --12376 899- NATIONWIDE IND. AF - 10376 41721 HEAD/SILL AL. 6063 — T 5 .062 WALL) 603.75 2 /wish door top & 'bat rod ALUMAX . AF- 10375 .SCHLEGEL •CORP. FS7924 =1B AF --1 0379 AF-1-0376 1 Ox 1 . FLT, HD ;' ..PHIL 20: ,1 FLT_ HD. 'F' IL: IEEE TOP" =: tTT.: SLIDE BOLT LOCK iiMEr mraisier 4'FLT. HD.:. •PHIL. - Pk: POINT .LOOK' •ASS'1". 785 FA . 8 :1:4 .'1: lock astragals fr. ornbs & head astrogals it - frame iambs r.h.. cstraoal 1.h. astraaaan ASEEC. INDUSTRIAL SCHL.EGEL .CORP.. 26 " GROUT MUST TRANSFER SHEAR LOAD . TO SLAB tia -'i OLON e v a MO 3 34 SEAM s ... 3/te MAZING BEAD 2 Pori r LOCK OPTION .10X1W, (13) .(6 /hin to •10X'12PPWOD (15) (5 hence. &hinge — frame iamb) 12 01. 1 ..0 to teat . of" . Ih. astraaai 4 4 (2 slide 1720 cCK SUPPORT . A_SS7 - UBLOK rts 7634F ir ; �3fQF heasi &. sal t 1911131 IS �� ' 60300W QED .1. MON 13M3- 711111111111111 65170 S ::(4) (used • w '3 9 1j . " 1 1 NOTES, . 1. B. 0.M. OTY S IN BRACKETS ARE FOR X ,. CONFIGURATION s 2. USE MIAMI -DADE COUNTY APPROVED TAPCONS.. 3. SEE ANCHORAGE SPACING NOTE 4, SHEET 1 OF 5 1 • F.K. Ronnie BY F K.' < ar D. B. prawn. By: - D; B escripriarc 1 CI-10R Vie= -door 16 these 7/3.1/02 tzars: Ffeedse tms 2eLO2 i1t0.:.cHG tH(S SHT [Sates Rrv"rscsns: . :T , :1 - /17/ ADD 2P LOCK Carr_: iamb) E TO. . PCONS :MERCHANTS FASTENER .: `MERCHANTS FAQ VINYL TECH. • . FASTEC - .INDUSTRLAL "FASTEC. INDUSTRIAL -. ALOUA4ASTEittERS SCHLEGEL CORP. . 111I411_ . TECH. 1L ' HARL.00 . SCHNEE MORglEAD FLORIDA- SCREN: SULLIVAN & ASSOC. 4172© 4UBLOK 0200X1 0375x490 FD3PTAY... 100 880 . r.h_ .Gets! IARL PPPG..tOF .820 SM5504 • —005 = { .750 F TRUSS : ciAm0 `6063 —T5 ALUM: FRAME H EAD: 6063 —T5 ALUM. 3125. . 1.479 OUTSWING THRESHOLD 6063 —T5 ALUM. :7/41/02 E-ND CHG . THIS SHT Revs Ry: . x Date: nevisenn P 6 Z,76/ Q b fi r a i .. Date: erects: 11/177 .:.7/ r'tt7U 2P`. LOCK ... , _.... 1/ . 0008 RAID HEAD & SILL . .. 6063 -T5 _ ALUM. :250 L: '&T;�t;§;` STRIP GRAPNEL 6063 - T5 ALUM. .125 • I 375 LD_ DOOR PANEL JAMB kfi 5053 —T5 ALUM. 3: 4.675 - 4.100 . 000R. PANEL ASTRAGAL 6063 —T5 ALUM.. 1.750 1.489 RAE 'JAMB 6063 —T5 ALUM. 7 1/2° ._.a.. 95.750 ► Mk 7 1/2" --� "-- 37.500 Aldo cz \ 2 POtNT \\ LOCK OPTION MAX. ON CENTER TYP. HEAD & SILL x • — 7 1/2 1 5 1/2" 13.5" SEALANT ON FRAME CORNERS & PANEL. CORNERS 7 1/2" 2 POINT LOCK OPTION 13" MAX. SEALANT ON ON CENTER FRAME CORNERS TYP. HEAD & SILL & PANEL CORNERS Robert L. Clark, P.E. RE. #39712 Structural xx 71.750 Material: Rend By: D.B. awn Dote: VI 7/00 0.B. 1.) GLAZING: .401/464 LAMINATED W /INTERLAYER (AIONSANrO OR DUPONT) 2.) COM7GURATIONS: X, XX 7 1/2" 3.) DESGN PRESSURE RATING: 3a) 464 LAM.: +75 P.S.F. —75 P.S.F. 3b . 401 LAM.: +60 P.S.F. —60 P.S.F. 4 .) ANCHORS: 5 1/2" MAX. 7 f /2 FROM CORNERS (HEAD & SILL) MAX 5 1/2` FROM CORNERS (JAMB) -r MAX. SPACING AT HEAD & SILL: 73.000 MAX. SPACING AT JAA48: 11500 13.5" 5.) NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: F7Z -2241 7.) FOR LOCKING ASSEMBLY OPTION — SEE SHEET 3 OF 4 ft evisto ns: 0) added 2pt. lock info Chkd By: Dote: Dat 2/16/98 13.5" TYa. MAX. 5 1/2" Jojo once Bales: - Noted: Ructions: ¢ f/6 Doane .t7Ck :t Agamat .ODO t ,Ins: f f• Series /Moder: SWD -101 LARGE MISSLE IMPACT DOORS Description: French Door — X, XX PGT NO: VENDOR NO: 1070 Technology Dr. Nokomis, Fl. 34275 Scale: Sheet: I x 1 41 4 PRODUCT REVIEU m complying with the Florida tinkling Cede Acceptaaec Elate Z -0 7' ©1. iZ Mil Dade P Castro! Midas PRODUCT RENEW ACC} 1'1 ANCE !dn c±3 v"7 .0 t.4. IvXP1itATIO,v 1)Ai"1 N.0 t 2 Z t ?Ctt (; try �54,� 1, ria out icTCotrr7>DIIL13Evisitor: Ajtltrnt ; CODE GOMNANCE OITICE: INDUSTRIES Drawing Na. 971 fte Revisions: 0) added 2 pt. lock info Material: Rersd 9y O.B. Date: :1/77 /00 Drown By. D.B. Chkd By: rte: Dot e: 2/16/88 raernnees Unkss Noted: Fioetians * 1/54 Deamot .oa ± Na of .tltkt t Angular: t series/mode: SWD -1t0i Description: French Door — Elevations.. PGT MO: 1 070 Technology Dr. Nokomis, Ft. 34275 VENDOR NO: State: Sheet: 2 of 4 INDUSTRIES Drauinq No. 971 Rev. D 95.750 ROUGH OPENING I SEE SHEET 3 FOR ANCHORS .250 — — . ti fAX. St-tlM SPAm ROUGH OPENING 843/4" DAYLIGHT OPENING MAX. SHIM .250 SPACE VERTICAL SECTION INTERIOR 1.489 r 250 MAX. SHIM SPACE ROUGH OPENING 34.625 TYP. BOTH PANELS ACTIVE PANEL 25" DAYLIGHT OPENING Ar Ro rt Clark, EE. P.E. #39712 Structural EXTE HORIZONTAL SECTION INTERIOR 71.750 JOR INACTIVE PANEL PRODUCT REVISED isestoplyiez with the Florida Raddlog Code liptepitseee Re 0 2 - ?iI.1 2 Expiration Date fit/ tt SAG Dade Praanea Control Dhision MAX S H IM SPACE ------- ROUGH OPENING 1.480 PRODUCT RENEWED Acr €rr ta.,. eat— 0+4 ' 1. OLl EXP)RA710.V t)AZT N o,t60t fa 2Z 20o6 D Sl^a V • LI; MOO( vtriOH =MNO 004. QokannJ *4CE t)EiICE Material: Series /Model: SWD -101 1070 Technology Or. Nokomis, Ft. 34275 3 971 INDUSTRIES r g xl 3 POINT LOCK ASSY. 2 POINT LOCK ASSY. - S'iructurar 1/8 ANN .090 3/16 ANN. .250—I MAX. SHIM 3.000 SPACE 1.489 .401" LAM. W /MONSANTO SAFLEX PV9 INTERLAYER OR .401' .LAM. W /DUPS;WT 9UTALITE INTERLAYER SEE NOTE• 3 ON SHEET 1 DESIGN PRES URE RATICJC: #60 tasf, 3/16 ANN. .090 --- wawa 3/16 ANN. -- L .250 -I WAX SHIM 3.000 SPACE .164' LAM. WfMONSAHTO SAFLEX PV8 IHT£RLArER LR ,464' LAM. W /DUfONT 8UTAL/TE INTERL4rElf SEE NOTE, OH SHEET DESIGN PRESSURE RATING: :t75 pst. PRODUCT RFVISEO sta coatitlyiag with the Florida BaidicsCode Aortraate Nn 624701. 12 Etplrrtlon Date Z Z 1 O V 9 t , ' -sa Product Control VRRODUCT RENEWED AccErmetet .. CI -0 4n 0 I-! E.' IRA- 10.Y N DVS Ud EItZ.2,2QLb lay V SkAl .1 • Rootlet & WWI* WELDS(' OtAit COM ECS1i 1.489 ITEM 1 2 3 4 5 6 7 8 36 8 "GLAZING 8E40 ROLL row OUTSWING THRESHOLD 5'l 6x 18 THREADED ROD TRUSS CLOMP 5 16x1 16x18 TRUSS NUT FRAME SC . COVER CAP 1Ox 10x1 CP 6x1 LOCK HAW agair 16 TRUSS WASHER 4 SCR. FLT. HD. PHIL 2 FLT. HD. PHIL. 2 FL HD. PHIL. 2 'N ►. QUAD. SEAM SEALER LOCK SUPPORT ASS 6x3 4 FLT HD. PHIL 200 x .190 QLON .375 x .190 QLON 3 POINT LOCK ASS Y. DUMMY DUPONT .4.54 LAM. W DUPONT .454 LAM. W MONSANTO 2 POINT LOCK ASSY, 61069M 6TRODA 60378M 71034A 7612FW 78112A 6SM55W 4UBLOK 763 60200K 60300W FD3PTAY 7LOKIP DEAD —BOLT LOCK .401 LAM. W /MONSANTO LICONE 12 Ph. Pn. SMS 11 TAPCON 7BLTIP 62899C 4 1 /door top & bot. rail) 8 2 ea. door to & bot. rail 8 2 eo. door top & bot. rail 26 30 FIK ea. door to. & bot. rail frame 'ambs hin. e — hin • e —door "omb hin r e . &hin • e— frame 'amb 1 ® o O r.h. ostro al • r.h. ostra•al • r.h. •straal • r.h. astro•al bot. of I.h. as a• al slide bolt locks heod & si 1 3 1 lock 1 astragals,fr. Jambs & heod 1 a ro•als & frame 'ambs ALUMAX FASTEC INDUSTRIAL ALUMAX AF -10378 FASTEC INDUSTRIAL FASTEC INDUSTRIAL PGT INDUSTRIES CAMCOITP PGT INDUSTRIES NATIONWIO 1140. MERCHANTS FASTENER MERCHANTS.. FASTENER REMIE MERCHANTS FASTENER FASTEC INDUSTRIAL SCHLEGEL CORP. MIWCHLEelOILKCIMalli PGT INDUSTRIES HARLOC O r.h. ostro•al HARLOC HARLOC H.P.G. DOW CORNING H.P.G. H.P.G H.P.G. PGT INDUSTRIES SPENCER PRODUCTS AF -12375 41722W 4172 4120 75x190 • 100 880 820 899 9 10 11 14 NEI 16 17 18 19 20 23 24 25 28 29 30 31 39 40 41 DOOR W —STRIP CHANNEL FRAME JAMB FRAME HEAD 10x.625 FLT. HD. PHIL V. T. 1 60375 60376 QTY. /DESCRIPTION 8 2 each door to & bot. rail 60379 60380 60411 65170 7JNUTA 41722W 7955X 41721 7FRMOW 71058FP 710112PPite 41720 7834FPT Fir NNW VENDOR ALUMAX ALUMAX ALUMAX SCHLEGEL CORP. ALUMAX ALUMAX ALUMAX ial e-W3e714X MERCHANTS FASTENER SCHNEE' MOREHEAD PGT INDUSTRIES FASTEC INDUSTRIAL VENDOR # AF -10375 AF -1 ©376 AF— 103 F57924— 187 AF-10379 AF -1 ©380 AF— 12376 SM5594 4UBLOK FD3PTAY DOOR HEAD/SILL DCOR JAMB HINGED 000 ASTRAGAL .250 x .187 FINSEAL STRIP 8 x .75 Ph. FT. Tek Series /Model: SWD --101 Material: DESCRIPTION Revsd 8y: ate: Chid E$: D.B. f 11/17/00 Drawn 8y: D.B. Data: Date: 6077 67924G Description: French Door -- Arlchorage/B. D. All. PCT NO: VENDOR NO: Scale: sheet; 40 Drcwinp Na. 971 Rev. /t2 SfiliZeD I/4" TAPCON 8 TYP. HEAD I teas TYP. JAMB 4 TYP. SILL •e . • BUCK •• 112 TYP. HEAD —j_ If a ?MOD BUCK TYP. JAMB t 0i Robert L. Clark, P.E. P.E. #39712 Structural Revisions: 0) added 2 pt. lock info PRODUCT REVISED Re plying ttith the Florida Madding Cade Aarrptanee No Q 2- ©101. I Z Irapfatioa Date Dade !redact Coated Divides f r t¢ as " 1070 Technology Dr. Nokomis, Fl. Cecina .0:10 ARON: t r 34275 PRODUCT RENO/ED ' Ai.C'crr ct.NI.Al -0 Lt R .D.1 CXFIR01oui)Arr No lieri sSe^, . 260 By 1 S a 1 - t: l,awdl PQ/0001. s.l LA L'ifQ>::Tl.l. VLF U�CC P (MICE • INDUSTRIES Florida Storm Panels 14475 N.W. 26 Avenue • Opa- locka, FL 33054 • (305) 685 -9990 • (305) 685 -9000 • FAX (305) 685 -7511 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the .060 Aluminum panels under renewal number 02- 0826.06. (Previous number 02- 0531.05) This letter authorizes ere, o use our .060 Aluminum Panels under number 02 -0 26.06 to be used at the following job: 515 (� I E 9 311 �' , i cu F L Sincerely, Victor V. Cruz Enrique Revilla President or Vice - President 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. MIAMID BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N. W. 26` Avenue Opa Locks, Florida 33054 MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.060" Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 99 -230, titled " 0.00" Aluminum Storm Panel ", sheets 1 through 4 of 4, prepared by Knezevich &Associates, Inc., dated July 19, 1999, last revision #4 dated May 23, 2002, bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the 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 NOA # 02- 0531.05 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. NOA No 02 -0826.06 Expiration Date: 08/26/2007 Approval Date: 09/19/2002 Page 1 a o a LREIMERAL NOTES • 1. REPRESENT THE THESE ROV1S� APPROVAL. TFFOR THE S ISSUANCEOF A S N OI OF (NOA WITH 2 lHYF� � IOTA CONTROL DIVISION FOR THE HIGH VEL0QTY HURRICANE 2. APPVROVAY ;`7 ST A ANCHORS 395 INCREASE TESTED. ION ARE NOT WAS U S DIN THE FAST ANALYSIS.. 3. 71155E DOC T IN A �p CCORD tg LSE W ITH THE GOV LNG CODE tE OVERN1NGG WIND ME FOR FOR WIND LO ALCULATIONS iN ACCORDANCE }A AS 7-95, A DIRECTIONAA ' FACTOR NN OF K4:MO SIIALL USED. 4. FOR ISIT 5PEOF APPPLL AT A IONf3F THIS ESHUTTERDCSYNCI E N M rCI.UOE II ORMATION S. TH S of STS COMPLY WITH CHAPTER 61615 -23 OF THE FLORIDA 6. THESE HEREIN C R O ED APPROVAL CC NITRACT T DOESS NOT D EVIA T XI C TRitC DETAIL IL ED NOT DEVIATEJpN�{ E1THEE8t OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED I1 E1N 7. ANY MODIFICATIONS $ AQDITIONS TO THESE APPROVAL TS. THE L DOCUMENTS WILL VOID WHEN IING OFF CONDITIONS OFFICIAL MA ELECT ONE THESE OP THE F O L L O I N G OPT I AI SE OLES TTIFY`L3;I�DEVIAT C1ftA iYTtlIS APPRO 14. PANELS R T LIT W F I V4.20 J As C F 1/4" MAX. 05/23/02 10:46 T1 W BHE HOME , OR MART IN TT q E L C WHEN S AL : AOHESJVE CtlANICAULY. EXISTING CONCRETE HOLLOW SLOG< OR PRAISING WOOD � tSISE PREPARED �Z OA TO p T 7 O FrW AS CA ONDIN T Ts S T Tl' E OING OFFICIAL BJ SEED THAT I ONE-7041 COUNTY PTRgODUCT CONTTR DIVIOSION ,ARE AND JI£ A5 E ONLY t T t t3 s L EIE AC F. A T Y OFFIC Aix 9. STORM PANELS BE 300g}-H14 ALUMINUM ALLOY, 0.060 THICK. WITH A MULL Fp. (BEFORE R OF 21 XSL 10. PRODUCT MARKINGS SHALL Be WITHIN 12" OF ONE END OF IMPANEL WITH A MARKING PER PANEL AND SHALL 8E PERMAMENTLY LABELED A FLO DIM 4 A OA0E • . - „�. CONTROL APPROVED 11. ALA YENS E S ARINGTH H OF A t E GAL*/ANIZED OR STAI E55 STEEL WITH A 12. ALL EXTRUSIONS SHALL BE 6063 -T6 A LU ALUMINUM ALLOY, U.O.N TTOM 13. i t K0 LQAIf>E� ITALLIY OtHERE S APPLICAt XCEP A STEEL T SHALL BE FASTENED TO OVERLAPS AT MIDSPAN TO A STEEL F 11 USING 4-20 x 3- 1/2" W CAST �37 T SS `CKN y: : AT ( OVERLAAS (� 12 1 t AS ' 'T ARE KOT UtRED fOR PANEL SPANS LESS THAN 3 5rsrx40 GASTEE TUBE WHERE APPLICABLE SEE NOTE 14 & TYPICAL E1.EVAT1ONS (TYP • EXIST9NQ LONCRLTE, HOLLOW swot AMIND • WOOD W KS SHALL PLACED 9t A STORM THE 5T P SYS BOLTS OR A A PROPER LABEL BE FAS WITH PERMANENT PRODUCT RENEWIR) a se Midi Aizaphince Ka Dabs Rs 'u,1.wr r 7 OVERLAP FASTENERS TYP. (SEE NOTE M 14 U SAGE SAGE GAL V. STEEL it CLOSURE PIECE: Yxrw*. 2"•S"max. FASTENER Ei 12" O.E. FOR OMEN LOADS LESS THAN OR BOUAL TO 100 PSP AN0 s' O.C. FOR DESIGN LOADS GREATEN THAN= PS". IEEE ANCHOR SCIBDULE POO AMY ACCEPTABLE ANO 011) .325" ANGLE ' SCALE 13" 0. T-4)^ *AL Ce 1/4" MAX. GALV. sue. GRADE 50 OR ALUFC' • M1N..085" KEYHOLE WASHER SCALE s HALF 01rE 16 GA. STEEL TUBE �! SCALE r 3" • T-0" 1/4 20 • 3 -4/2 BOLT WITH WASHERS!) W1NGDRJTS QE 12 - 1/2 - 0.C. ITYPL 4.00" SSD" SCALS 1 - 712" • T - 0" PRODUCT MARKIN5 LOCATION/ 12.50" COVERAGE 14.50- 0 STORM PANEL SCALE .-3 • r -cr :;JI3" TYP. I _ 1.50" S ANGLE 0 scam! +3 " ■t' -0" :093" TYP. 1)4" 5.5. STUD 6-114" S.C. ANGLE STUDDED ANGLE SCALE + 3" • 1'-0' SCALE + 3" • T-0" SE 1' is 1. *16 0* 8755L TUOE WHERE APPLICABLE SEE NOTE 34 E, TYP6CAl. EXISTING ELEVATIONS ITYP CONCRETE. N0U.0W PR FO R WOOD PLAN VIEW 5.00 i . PRODUCT MARKING /OPTIONAL LOCATIONS "F" TRACK SCALE t HALF SR5E .085 SCALE Y G++A T tze '. Tar lopr 1.304" OVERLAP MIN. 469' 7' 4 TUDE. MAT DE 05E0 WHERE QED SEPARATE PROM GLASS SEPARATKR4 P REN 65458 °ICHEOULE. 044557 A ATM FLAN VIEW E. NOTE IS SREET t o 14 GAGE RAW. STEEL ANGLE t4SBURE PIECE BOTTOM MOWN? 00 OR DIRECT TYPICAL ELEVATION (SYSTEM 1) M OUNT OVERLAP FASTENERS =REINFORCING 1118E 050110050. TOP )404.NTS SHALL BE "k" OR 'U- HEADERS OR DIRECT MOUNTS WITH ANCHORS 0 6 -1/4" O.C. OR 12.1/2" 0.5. BOTTOM MOUNTS SHALL BE "F" TRACK OR STU00EO ANGLES WITH STUDS 5) 6.114" 0.C. OR 01RECT MOUNTS WITH ANCHORS 0 6 -1 /4" 0.C. 0012 -1/2" 0.C. 0 'h" HEADER 0 Wt° HEADER SCALE : 3" a T -O SCALE 9` • 1 - 0" 3.500" • gg if 1455 OPTIONAL LEG DIRECTION SM.V..STEEL GRADE SD ra STANDARD CHANNEL ' J SCALE 'HALF 542E WIDTH UNLIMITED o 0 a F es 7S FASTENER 5) u" 0.C. #OR DESIGN LOADS LESS THAN OR EQUAL TO WO PSP AMO 8° D.C. FOR ffi51514 LOADS G0EATI:R THAN IO0 606. LEE *00408 E PAR. ANY ACCEPTABLE CONCRETE. EXISTRIG L N > WOOD OW PIMPING "U" HEADER SCALE i 3" • 1•-0" 5.00" 01 AL Le RECTION S[FtT CHANNEL SCALE + NALP SIZE GA GA S CLOSURE s5AL5 � TOP INOUNT OJ® OR convict loclWMT *1 - 705. HAY Et Resuclo ATE PS IS REQUIRES SEE SEPARATION MGM GLASS SCHEDULE. EMT 3, AND ALAS vow a NOTE 14 smut 4 ERLAP FASTENERS S 8NAN WV/ MITTEN MOUNT el* OR DIRECT CAL ELEVATION (SYSTEM 2 OVERLAP FASTENERS OR REINFORCING TU8E REQUIRSD. • . S TYPI TOP i BOTTOM MOIAMTS SHALL BE "6" TRACK OR STUDDED ANGLES WITH STUDS 0 0 -114" O.C. OR DIRECT MOUNTS WITH ANCHORS 5) 6 -1/4" O.C. PRODUCT WARM isoispless isle Os Had& ReldisCok RognOos ,.o S 2. n 041 to 0 V a l . ® " 10 Qm x345 X m la„ Lot N5 RAW &k V .. ORDIESSENOINNOR N a: 81 V N ▪ • a 'O 0 1 4 r r� SEE ION. SEPARAT FROM EES (TABLE 2 GLASS OR DOOR GLASS OR DOOR EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2' SEE M9 SEPARATION max tR SS SOMME (TABLE 2( r at 4- is . CIR 2 "2 4 ° 2 .125 "AL. TUBE OR 2" r It' P.T. WOOD WI /4 "0 LAG SCREWS 12" O.C. WF 1-1/2" 2MO20MENT FOR CONNECTION WITH STUD ANGLE 0E 00. FASTENER. SEE A SCHEDULE. REFERENCE CONNECTION '1VFE V EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAM • ANGLE TOVEAI.L DETAIL WALL MOUNT SECTION SCALE a 3" 2- u4'mrx.14'2 "SS. LAG SCREW go 24" 0.C. MAX. WJ 1 -314" PENETRATION IN CENTER OF STUDS ® WALL MOUNT SECTION (BOTTOM) SCALE 3" • i' -0" PANEL TO AISLE DETA5 • THIS DB7AR. MAY HE USE0 AT TOP OR BOTTOM OP PANELS. NOTE: USE OF T#6S DETAS. !S LSD TO s 7Z PSF. 114" MAX. 1/4...20 MACHINE 004.7 B WINLNUT Ell 6 -114" 0.2. I WL N15 5.19.5. w' 0.2 -a0 MACINdE DOLT & WINGNUT 4* 6-916" O.C. 2*15TRYG wow. CONC. 011 HOLLOW BLOCK STATURE ITYPJ SEE MIN. SEPARATION 'FROM GLASS (TABBL GLASS OR DOOR SEE WM PROM CH2004.2 GLASS (TAME 2 FASTENER, SEE ANCHOR SCHE81R.E. REFEREMCE CONNECTION CEILING/INSIDE MOUNT SECTION SCALE a 3" as !' -0" ® WALL. MOUNT SECTION (DIRECT MOUNT) 0. z SCALE a 3" A r -0" - - EXOT O CONCRETE. HOLLOW ENOCH OR WOOD FRAMING REMOVABLE FASTER 6414" 0.C. OR 12 , 412" 0.4.. MAX. OUT 00 NOT EXCEED SOIEDULE SPACING, SEE ANCHOR SCHEDULE REFERENCE CONN1CT101i'1vP81 • USE 114-20 STABILISE. STEEL TRUSS HEAD BOLTS WITH KEYHOLE WASHER. ENGAGE DOLT MAO IN HARROW PORTIO4* OF KEYHOLE WASHER /L "A E1.00 MALE WITH wAsHonED W4N*4WT 44/4 . 0.2.0112 -1/2" tLC. MA1[., BUT 00 NOT EXCEED SCHEME SPACING. REFERENCE HATE. ANCHOR 9�IEDtiLE EXI51I49 CONCRETE HOLLOW H4.6C14 OR WOOD FRAMING DUSTING CONCRETE HOLLOW BLOCK OR W000 FRAMING A� • X : EwsED TYP,I GLASS OR 0008 FASTENER. SW ANCHOR SCHEDULE, REFERENCE CONNECTION '7WE 1 • 27 MUM NOTE : USE OF THIS DETAIL IS LIMITED TO 72 PSSF. ® SOFFIT MOUNT DETAIL SCALE r 3' a 1-0" FASTENER, SEE ANCHOR SCHEDULE, REFERENCE coma • riffs 1• OPTIONAL LEG 010227R7N SCALE s 3" a r -0" 0 Cade Emphasis 114 -40 MACHINE BOLT 9 wutarw7 4* T2• O.C. TTP. TOP 8. BOTTOM 114 -20 MAC1 BOLT Sr WINGNUT 4* 0-1/4" O.C. film _VW Of THIS DETAIL IS LITER} TO X72 PSF BUILD —OUT MOUNT SECTION THREE 1/4"# WOOD ' SCREWS War 2" MR4. EMIEEDMENT AT EACH VEST. TRUSS OR RAFTER (924' 0.C. MAXI 2 w W000.87137, TRUSS 0R RAFTER *12 SF S BETWEEN TRUSSES O W,OS. MAX 114" MAX. - i" 1 mouscr MIMED 1 wha s4. 1t Ampoule NO O •aS ti arTk ' 42 /a Zr, w „ y, w N18 1-a CH 1 5.► m �m W 13 a_ , 0 �• el z iki m ..01, ›... III ...4.0, 2 sgu illi $1 _ Vii u 4M 0. 1gs SIN. ST€)€ M PANEL S EPARATIO N FRAM GLASS SCHEDU ,E -'P OS ITIVE DESIGN Lt3At)(W} ACTUAL_ SHUTTER SPAN IL# MINIMUM SEPA92ATION FOR INSTALLATIONS 38' ORGRAADE 8lJfJE t1I,ICtiES} MINIMUM SEPARATION FOR INSTALLATIONS GR ABOVE GR �• IINCMES) SYSTEMS 1 Z SYSTEMS 1 & 2 `TUBE ` MBOLTSN ALL CONDITIONS 4fl.0 3' -0" 2 -1/4 3 1-1/4 4' -0" 2 -1/4 3 1 -1/4 S' -A'° 2 -1/4 3 1 -3/8 6' -0" 2 -1/4 2 -1 3 3 1 -1/2 1 -5/8 7 ' -0 " 8' -5" 2 -1/4 3 2 - 1/8 50.0 a 3' -0" - 2 -1/4 3 1 -1/4 4' -0" 2 -1/4 5' -fl" 2 -1/4 3 1 - 3/8 6 2 -1/4 3 1 - 1 /2 7' -0" 2 -1/4 3 1 - 3/4 8' S" 2--3/8 3 2 - 3116 3 -0.. 2 -1/4 3 60 0 4` -0" 2 -1/4 3 5' -0" 2 -1/4 3 6' -0" 2 -1/4 3 1 -5/8 7' -0" 2 -1/4 3 1 -7/8 8' -4" 2 -5/8 3 2 -5 /8 3 ' -0 " 2 -1/4 3 4• -0" 2 -1/4 3 ?0.0 5`-0» 2 -114 3 1 - 3/8 8' - 0" 2-114 2 -1/4, 3 3 7' -0" .t' -9" .2 -1/2 3 2 -1/2 6 to SCALE s 3" zt 1' -0•• 07/15/1999 sheet a of e�. P 1 05/23/02 11:08 WIRE LAIN MAY ICUSEOAS TYPICAL LEO OF °F" TRACK EXISTING WOOD. CONC. 0R N0.1.0W BLOCK ST*uET'0RE FASTENER. SEE ANCHOR SCNEDULE. REFERENCE CONNECTION• Ten WE 1• ExtsTiNG CONCRETE w000 HOLLOW QR BUILD -OUT MOUNT SECTION 114-20 MOW 681.7 R WINB*$T @5 6 - 1/4" O.C. ETi CONCRETE HOLLOW OLE= OR W000 FRAMING FASTENER. SEE *wow SOIESOLE, REFERENCE CD ECTIOW 1WE f • 1/1-20 MACN NE 8OLT 2, NUT 8f i2" O.C. (TYP. TOP S 80770141 DUAL 114" MAX. 8 SEE MIN. z SS M I PARATWM PRO * ABLE ` NEOUI.E EXISTING CONCRETE FASTENER. SE£ ANCHOR MUM/ OLOCK OR SCNEOULE. REFERENCE w000 FR C0NNECTS}N'4YP E 1 • SPACERS AS V ‘ 57 11 FASTENER �.CTN011' ALT. "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL 4-20 MEH55 SOLO R woman O} 6 -1/4" O.C. a "P TRACK CONNECTION TO EXISTING STRUCTURE DETAIL SCALE : 3" as T - O" FAS . 5 5 AIC SOMME R 1/ 4 . 2 0 14 0 1 8 0 1 ? a weenie* 04 6 -V4" 0.C. SEE EPARATION ( 04 SID" 5TUCC0 SE R EVBREEOO) v WOE LATH MAY 0. SE WED A5 TYRCAt LEG OF "F" TRACK *14.20 NAOOl1! ;;''" 0 "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL. SCALE = 3" : r -O" 1 MEMOS FASIESINS AN= ASSBASLY A) SCALE _ 0.7.5. TONAL NA110LE LOCATION . rxY'x vv. 0 - 1 -1/2" AtUMWUM ANGLE 511 HOLES eM ' ADJACENT PANELS TO RECEIVE TINS • 114 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL ANO FASTEN raueST DTS FROM 7NE INSIDE. (MAY RE 10R 2 PANELS WIOEI ■8 " *114 "xr- T -ifa" ALONNUM ANGLE 114.20 5700 WI NUT V4 "0 POWERS CALK -01 W• 7111" MIN. 811850 Be CONS. 04 3" O.C. OR V4 °0 POWERS STEEL ORROP -*N W/ r Met EMBED. 10 CONCRETE ®4 3" O.C. • 1/4.20 STUD INTERIOR FASTENING ANGLE ASSEMBLY PJOTE : USE OF THIS DETAIL IS LIMITED TO *72 P8F AND A MAX- PANEL LENGTH OF 11' -0 0 STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE = 1 -112° a r -O° 01-t/2" n 1-1 /5" AL. STUD ANGLE V4-30 S.S. scars s WI1GNt)TS 04 -1505044704 PANEL SPAN OR 6r O.C. MAX. (7YR try ALT. CORNER DETAIL SCALE : 3" = r -Er mower MEWED Om Florida &Mos Code pflower SoldinCedo Asegoksto oat, • = r • 8 a 1 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS W o cc F t Q " � ca 8 � 4. 8 2 114 -o ITW TAPCON 1-112" li1ih''`.A\ V.11Z, 1i 1r „I 1/4 -o ELCD P IALE1 EMALE"PANELMATE" W 1 -3/4 NIA. EMBEDMENT WITH 1/4 -20 MACH SCREW OR WtHSHUT OA (W) PSF MAX. (SEE 1) ANS UP T SEE NOTE 1) CT1ON TYPE 1 2 3 ANS UP T S'-3" NOTE 1) TYPE N 1 2 3 ANS UP g' - (SEE NOTE 1) OISE TYPE 1 2 3 ANS UP 3' - 7 ., NOTE» ONNECTION TYPE 1 2 3 SPANS UP T 5' S" NOTE 1 OisINEC TYPE 1 2 3 ANS uP 0' 5 (SEE NOTE 1) ONEC TYPE 2 3 ANCHOR TYPE 114 "0 PO CALK -IN W. 719' EMBEDMENT & 114 -20 STAINLESS STEEL MACHINE SCREW 1/4 - 0 POWERS ZAMAC NAB. -IN W11.4/8" NON. EPIEOMENT 1/4"0 ITW TAPCON W/ 1 -114' MIN. EMBEDMENT 114 "0 POWERS CALK-IN W/ 7r8" EMBEDMENT A 1/4-20 STAINLESS STEEL MACHINE SCREW 1,4 "o POWERS ZAMAC NAIL -01 Wr 1 -V8 MIN. EMBEDMENT [fI 3EEM�®IMI Dpi MIMEO MIMEO T UM W1 E iii"ii ER BI IM M ER BO EZEMEMMEEIMMUUMEEEEMMEEMIM 230 ElIMMEEMMEIMUBMEE E10000 =33 DEE�UU: ©/�-0 IM 00 00 413 ' 0113013 1110 BEI U0 =MEE�� IM �MEIL S��!lfii[�iiE�iW���i1E, CM LE1 BSiiBli�i0Uii.1;i0QN:SiIMMUE3 unL`'.l0o IMMEEEEEEEUEEEEMEEEEE SEE EEEE - - - -E E© EZ - -- -E -E -- EEO -l- CIEEEE- -Q - -E- ®E .ODE 230 C7��}}���!!E��NOEUfIZ CEEUME E MITIV11iE�f DUOMEE E0130 IMIMMUOIM©� 'f 01 3 �0U0 //4`1 �Duoa QEr .0 00DUBIEM0 ELM LIMEIBITUUMTMENEEEMOU ' �! % ,UUMEir MI ACS EGIMMEICEUU 101 EZZIQo' 00 EIMMUMBUCY SIMID MEW 00 M 40 01201310 ©0 00 03103/000 MEM 30UEJ 1033:1033:118 00 t010 u oo//oar umnumonoar E------- EEEEE_ EroaleErAOMOOEMBEr UM AB 92 230 62 230 230 230 230 MIN. 2" EDGE DISTANCE 12:5 10 12.5 10 12.5 115 12.5 123 125 145 12.5 123 125 10 12.5 10 12.5 10 12.5 10 10 10 10 10 125 12.5 12.5 MIN. 3N EDGE DISTANCE 12.5 125 10 12.5 125 125 125 12.5 123 125 10 10 125 12.5 10 12.5 12.5 12.5 10 125 12.5 12.5 125 12.5 125 12.5 125 125 125 10 10 10 10 10 10 12.5 12.5 ANCHOR SCHEDULE FASO MA>t 1 VARIOUSOGIUM LOADS AND SPANS 0 ANCHOR TYPE 114 ". WOW LAG wt *OW RAIN #I'B1 3d4' EDGE 0BTANCE T A B E STORM PANEL SPAN SCHEDULE NEGATIVE DESIGN LOAD w • (PSF) 40.0 --. 50.0 60.0 70.0 90.0 90.0 100.0 110.0 120.0 130.0 140.0 150.0 160.0 170.0 180.0 190.0 200.0 210.0 220.0 230.0 OVERLAP FASTENERS OR OVERLAP REINFORCING TUBE FASTENERS OR REQUIRED. TOP REINFORCING TUBE MOUNTS SHALL BE REQUIRED. TOP 1 11' OR "U" HEADERS. BOTTOM MOUNTS BOTTOM MOUNTS SHALL SE "F" TRAC SHALL BE "F" TRAC4ff3R STUDDED ANGLE OR STUDDED ANGLES WITH STUDS (b WITH STUDS 6 -1/4" 0.C. OR 6 -1/4" 0 .C. OR DIRECT MOUNTS DIRECT MOUNTS W/ WITH ANCHORS fI ANCHORS @ 6 -1/4" 6 -1/4" O.G O.C. OR 12 -1/2" O.C. ' SYSTEM 1 MAX. PANEL LENGTH (FT - IN) 8 - 5 B -5 8 -4 7 -9 7 -3 6 -10 6 -2 5 -7 2 - 9 - 5 4 1 3 -10 3 -7 - 5 3 -3 3 -1 a SYSTEM 2 MAX. PANEL LENGTH (FT - IN) El 5 8 -5 8 4 T -9 7 -3 6 10 6 -6 6 -2 5 -11 5 -8 5 -6 5 -3 5 -1 4 - 11 4 - 10 4 - 8 4 - 4 -5 4 -4 4 -3 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE UMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR�fl UAL TO NEGATIVE DESIGN LOAD ON SHUTTER ANSI SEL£[T SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW CLOCK OR WOOD FRAMING, REFERENCE ANCHOR TYPE F STRUCTURE AN A CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL SE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE FRAI EXISTING STRUCTURE VARY FIELD VE THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MINJ WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G=035 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEM? OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITH A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWAUC BOLT). U.O.N. 9 . 02 NOT AC USES. NTIONS WHICH ARE 10.*OESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. Moo= RENEWED 11a a► Ow Roil& Oise 0 PRODUCT RIMS= AccipMeisM0 0 zdt Ira t zHisio 11111 eizmcson date 07/19/1999) 99.230 '� ...heat 4 e! 4