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BP-04-1524Inspection Worksheet Miami Shores Village 10050 N. 2nd Avenue Miami Shores, FL Pho (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/04/2006 Inspector: Grande, Claudio Owner: TROTTA, THOMAS Job Address: 1665 104 Street NE Miami Shores Village, FL Project <NONE> Block: Contractor: ARCO CONSTRUCTION Permit Type: Imported Permit Inspection Type: Final Work Classification: Building Phone Number Parcel Number 1122320320200 Lot: Phone: 305 - 892 -6507 Building Department Comments 1665 NE 104 ST Passed 6 Inspector Comments I z VAirs-o xi"' . c Failed Correction Needed Re- Inspection Fee ($75). No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, January 3, 2006 Page 1 of 2 FLORIDA FOUNDATION SYSTEMS INC. 2780 NE 16 STREET POMPANO BEACH, FL 33062 OFFICE (954) 786 - 0455 FAX (954) 782 - 9991 ATLAS FIELD INSTALLATION LOG - HELICAL PIERS PROJECT LOCATION: Property Owner Trotta Res. Street Address 1665 N.E. 104 Street City / State Miami Shores, FL. PRODUCT SELECTION: PROJECT DATA: Date January 28, 2005 Contractor Arco Construction Eng. /Arch. John H. Omslaer, P.E. Application Pier Part Number Helical R2875.262 with Bracket Installation Date Underpin existing grade -beam. January 27, 2005 Helix Configuration (diameters) 12" -14" Lift Cylinder Area N/A Gear Motor Size (ft -Ibf @psi) Installation Flow 4500 ft/lb @ 3000 psi 8 GPM PIER # SECTION LENGTH # OF SECTIONS DEPTH REFERENCE TOTAL LENGTH HELICAL TORQUE ULTIMATE LOAD DESIGN LOAD 1 out 7' 3 Grade 17' Refusal 20 Tons 10 Tons 2 in 7' 2 Finish floor 16' Refusal 20 Tons 10 Tons : see auuaing plans for piling locations. Dynamic Engineering Solutions Inc. 935 N.W. 31 Ave. Suite D Pompano Beach, FL. 33069 John H. Omslaer, P.E. PE # 52733 EB # 9011 Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: ( " " >0' .i �'. 1.+ T. .8972 B DING PE IT APPLICATION FBC 2001 Permit Type (circle Building Electrical Permit No. ster Permit No. -/'5 Plumbing Mechanical Roofing Owner's Name (Fee Simple Phone # Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 1665" tk) Joe` City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES (NO C.--------- Contractor's Company Name i4 C) 0081\i51 f 10 if0 (Rhone # Contractor's Address / 6 b 1.7:"e. -- T--e j /Q /Q City N ../ �(Zoul,,(.,,L„: ' ,, State_ �. Zip %7 I. Qualifier bte6 ` 5',e/1/‘ Architect/Engineer's. Name (if applicable) L/ 'v' 401)61/ Phone fi $ Value of Work For this Permit ^' pop Square Footage Of Work: Type of Work: ❑Addition teration :New ❑ Repair /Replace ❑ Demolition Describe Work: Submittal Fee $ Permit Fee $ ' CCF $ ( CokCC' E° Notary $ Training/Education Fee $ a '�` Technology Fee $ I Scanning $ '' Radon $ p%, Bond $ 30o Code Enforcement $ Structural Plan Review. $ 67311 ti— Total i:5-7, Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Or�9� Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) N / Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ▪ 20 f) by 74,6017 7�' The fore oing instrument was a i owledged before me this / day of /i ' ye. 12, tft . 'b who is personally known to me . who has produced s o is p- TARY PUBLIC: NOTARY P Sign: Print As identifi W� • and who did take an oath. v ally known to m Who has produ as identification and who did take an oath. 41, gn:►` `1 Sl t l��_r./ �/ ,u Puy II i 37 tr. ne11 Print:_ �� m.>t, ,_,..t a °�� . , �a r 870 My Commission Expires: • My commission DIMMIS My Commission Exp es; Expires: Medy ru 2008 Th ��• • '�JJ * AlniVirt liii }., !tic * *** * **** *** * * * * * * *** * * *Enpirceleolospirelm0s*x ******* **** *** * * ** *rr * * * **** * * *t* * (Certificate of Competency Holder) _ State Certificate pr Registration No. - Certificate of Competency No. * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 10/14/03 `z Mans Examiner Engineer Zoning i Y XL. AR.{.AAAA /` /AA. 4! J. Ld L) V 1 it. .16r7•19✓ Building Department 10050 N.E.2nd Avenue, Miami Sho- , Florida 33138 Tel: , (305),79 ; rE ;., • ,)75(.8972 BUILDING PERMIT APPLICATION ! BC 2001 FEB 1 1 lltS Permit Type (circle): Building Electrical Owner's Name (Fee Sh ple Tikleholder) Owner's Address /41 7�7 ,c7,FF r City / T/91--T iASState Zip ef Permit No. aster Permit No. Plumbing �) 7,07,4 Mechanical Roofing C� r /e J'� la' # Phone # 3 66. ?c PI 4, Tenant/Lessee Name Phone # .lob Address (where the work is being done) //t 3 nit /0 f �_ City Miami Shores Village County . Miami -Dade • Zip ,3 ri o Is Building Historically Designated YES C;v►ati act:or's Company Name /7 /PCD ra,us-7-- _ Phone # �65." Contractor's Address City State Zip (Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) c /1/P CFA - Phone # Value. of Work For this Permit Square Footage Of Work: Type of Work: ['Addition teration [New ❑ Repair/Replace De p ❑ Demolition Describe Work: /eF 4// S/ 6 C974//1-741—C____ * *** ** *** ***** * ** *** * , daces * **** *** ** * ***** ** * *** Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary. $ Training /Education Fee $ Technology Fee $ Scarming $ Radon $ • . . Zoning bond $ Code Enforcement $ Structural Plan Review. $ -50x "Total Fee Now Due $ �S- (Continued on opposite side) • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S,AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR' IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE 01? 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 properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: Contractor My Commission Expires: ********** t****************************************************************** * * * * * * * * * * * * * ** * ** * ** * * * *** * *** ** * * * * * * * *?k * * * * * * * * ** ** * * * *** APPLICATION APPROVED BY; Chc 05/13103 ************** �****************************** * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** FEB 1 5 1411 - ✓ �/` - z� /S %- 5/1% - ,Plan Examiner Engineer Zoning Jan -11 -05 09:53P NOTICE OF COMMENCEMENT A REcoRbED COPY MUST DE POSTED ON NE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. . , TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -MADE: (305) 692-2379 P-05 THE UNDERSIGNED hereby gives notice that Improvomonts will be made to certain veal property, and in accordance with Chapter 713, Florida Statutes, the following 1I fonnadoh is provided In this Notice of Commencement, 11 11lhIl1 m CFN 200480552323 OR Ik 22453 Pe 33371 Ups) RECORDED 07/06/2005 11 :25112 HARVEY RU1?IH, CLERK OF COURT MIAPII -DADE COUNTY, FLORID LAST PAGE 1. Legal description of property and street/address: __ 6, jV ysJ1 j4 I '?t711C'„S 2. Description of improvernent: _41, • 3. Ownar(s) name end addrese: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: COfisr+l OCT! CAI C04OF. 665 r +� c j►.1. 1 WE 5. Suns* (Payment band required by owner from contractor, if any) 1• , Nerve and addtees: An'iount of band S ., 8. Lender's name and address: ,,,, 7. Persona within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(x)7., Florida Statutes. Name and address:. Al - ..,, _ rerdor ES l S, ? 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: ..et'.fr Gc. 71 C o1 !^'' 1 1111 4 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a d' ' rent det Is speclfied 94'gnature of Owner Print Owner's Name . f _ .ZTiO T7 Prepared by Sworn to and subscribed before me Ws cy?3 day of .• - _, 20 = ,t• Notary Public Print Notary's e , My commission expires: it.iin-52 MIZE 4 M I'd 2EE'0N Address: 1 ds ' " ' r,�7T( N. HIU44 PLC.. — WdD'1 :ZI S00Z'211N if 32.63 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date OADS Type Insp'n Wt►AS Permit No. g Name Thous Address V165 N Q g Company k CBikkgioLliov 3 Phone # '56S ((1 Inspection Date .`' to 5 Approved Correction ❑ Re- Insp'n Fee ❑ Miami Shores Village 10050 NE 2nd Avenue Phone: 305 -795 -2204 Printed: 1/11/2005 Applicant: THOMAS Owner: TROTTA JOB ADDRESS: 1665 NE 104 Contractor ARCO CONSTRUCTION Local Phone: 305 -892 -6507 Parcel # 1122320320200 Building Permit Permit Number: BP2004 -1524 Page 1 of 2 TROTTA THOMAS ST Contractor's Address: 1665 NE 137 TERR Legal Description: RIVER BAY PARK ADDN PB 40 -72 LOT 21 BLK 3 LOT SIZE IRREGULAR Fees: FEE2004 -12618 FEE2005 -389 FEE2005 -390 FEE2005 -391 FEE2005 -392 FEE2005 -393 FEE2005 -394 FEE2005 -395 FEE2005 -396 FEE2005 -397 Description Structural Fee Building Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Radon Builders Bond Submittal Fee Total Fees: Amount $50.00 $600.00 $12.00 $5.00 $4.00 $15.00 $69.00 $2.00 $300.00 ($200.00) $857.00 Total Fees: $857.00 Total Receipts: $0.00 JAN 1 'PAID Permit Status: APPROVED Permit Expiration: 5/18/2005 Construction Value: $20,000.00 Signed: (INSPECTOR) 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: MIAm td3Al3E BUILDING CODE COMPL1tANCE OFFICE (SCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • Pella Corporation 102 Main Street Pella, IA 50219 SCOPE: MIAMI -DADE COUNTY, FLORIDA METR0-DADE FLAMER BUILDING 144 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 This NOA is ,being issued under the applicable rules and regulations governing the Ilse of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accegted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and outer areas where allowedby the Authority Having Jurisdiction (AID). 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 ins 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 ri 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 desenlied herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: A nus Ciad Wood fixed Window 4 Impact APPROVAL DOCUMENT: Drawing No. 1032, titled "Aluminum Clad Direct Glazed Fixed Windows", sheets 1 through 3 of 3, dated 12/05/00 with revision Al dated 10/14/02, prepared by W. W. Schaefer Engineering & Consulting, P.A., signed and sealed by Warren W. Schaefer, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. Missitz IMPACT RATING: Large and Small M'issite 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 perfonnarice of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a Kavision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as art 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 maybe displayed in advertising literature. If any portion of the NOR, is displayed, then it shall be done in its entirety. INSPEL i ION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributor • and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02- 1021.05 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 03-0114.09 Eat is ation Date: April 7, 2008 Approval Date: March 6, 2003 Page 1 (k BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Pella Corporation 102 Main Street Pella, IA 50219 SCOPE: This NOA is being issued under the applicable roles 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 ju,-isdiction. 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 s-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: Aluminum Clad Wood Fixed Window — Impact Resistant APPROVAL DOCUMENT: Drawing No. 1032, titled "Aluminum Clad Direct Glazed Fixed Windows ", sheets 1 through 3 of 3, dated 12105/00, prepared by W. W. Schaefer Engineering & Consulting, P.A., signed and sealed by Warren Schaefer, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Innpact LABELING: Each unit shall bear a permanent label with the manufacturer's nairle 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 negatively affecting the performance of this product. change in the applicable building code nega ' y g � 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 airy 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 # 014124.09 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 1l PA No-02- 1021. Expiration Date:: Aprdr7, 2003 Da Pella Corporation ACCEPTANCE No.: 01-0124.09 NOV 1 5 2001 APPROVED EXPIRES April 7, 2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises the Notice of Acceptance No., 99-0723.01, which was issued on April 7, 2000. It approves an aluminum clad wood fixed window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miarni-Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Aluminum Clad Wood Fixed Window — Impact Resistant, and its components shall be constructed in strict compliance with the following documents: Drawing No 1032, Sheets 1 through 3 of 3, titled "Aluminum Clad Fixed Frame Windows," prepared by W. W. Schaefer Engineering & Consulting, P.A., dated 12/05100, signed and sealed by Warren W. Schaefer, P.E., bearing the. Miami-Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications and side-by-side installations, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum clad wood fixed window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 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". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.13 Any othcr documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Manue Perez, P.E., Product Conti Produc • trol Division ner Pella Corporation ACCEPTANCE No.: 01-0124.09 NOV 1 5 2001 APPROVED • EXPIRES : April 7, 2003 NOTICE OF ACCEPTANCE: • STANDARD CONDITIONS . Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted-documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and alt approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami-Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally c) If the Acceptance holder has not complied with alt the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. • b) Misuse of this Acceptance as an endorsement of any product, for sales, advertisingor any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available forinspection at the job site at all time. The engineer nccds not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 4 - AM" Manue Perez, P.E., Product Con Produ ntrol Division miner M IA MI•DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Pella Corporation 102 Main Street Pella, IA 50219 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 tails 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: Aluminum Clad Wood Casement Window v APPROVAL DOCUMENT: Drawing No. 1030, titled "Aluminum Clad Vented Casement Window ", sheets 1 through 3, prepared by W. W. Schaefer Engineering & Consulting, P.A., dated 12/1/00, signed and sealed by Warren Schaefer, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact V 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 b This NOA renews NOA # 01- 0124.04 The submitted documentation was revi st of the Building Official. ge 1 as well as approval document mentioned above. z, P.E. :#6 t9 NOA No 02- 0730.12 Expiration Date: September 16, 20077- Approval Date: August 29, 2002 Page 1 M1 AMl•OADE MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Pella Corporation 102 Main Street Pella ,IA 50219 Your application for Notice of Acceptance (NOA) of: Aluminum Clad Wood Casement Windows - Impact Resistant under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. BUILDING CODE COMPLIANCE OFFICE METRO-1)ADE FLAGLER BUILDING 14() W1iST FLAGI.IiR STRIiIf f, SUM: 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 coxI I:Am."rolt LICENSING SECTION (305) 375 -2527 FAX (305) 375.2558 CoxrnAc."rt)It ENFORCE - MFVT DIVISION (305) 375.2961 FAX (305) 375 -2908 FRODUC'r CONTROL. DIVISION (305) 375 -2902 FAX (305) 3721339 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0124.04 EXPIRES: 09/16/2002 Raul tcocrtguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC.AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 08/30/2001 1's04500011pc200011templates \notice acceptance cover page.dot Internet mail address: postmaster a buildingcodeonlinc.com Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office lIomepagc: http : /hwwW.buildingcodconline.com s,' Pella Corporation ACCEPTANCE No.: 01- 0124.04 APPROVED : AUG 3 0 2001 EXPIRES : September 16. 2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises the Notice of Acceptance No. 99- 0519.02, which was issued on September 16, 1999. it approves a wood casement window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed thc Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Aluminum Clad Wood Casement Window and its components shall be constructed in strict compliance with the following documents: Drawing No 1030, Sheets 1 through 3 of 3, titled "Aluminum Clad Vented Casement Window," prepared by W.W. Schaefer Engineering & Consulting, P.A., dated 12 /01 /00, signed and sealed by Warren W. Schaefer, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance numbcr and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as thc approved drawings. 3. LIMITATIONS 3.1 This approval applies to single & multiple unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The wood casement window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this units will not require a hurricane protection system (shutters). 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and • following statement: "Miami -Dadc County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building pernnit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by thc Building Official or the South Florida Building Codc (SFBC) in order to properly evaluate thc installation of this system. Pella Corporation ACCEPTANCE No.: 01- 0124.04 APPROVED . AUG 3 0 2001 EXPIRES : September 16, 2002 NOTICE 01? ACCEPTANCE: STANDARI) CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, arc no older than eight (8) years. • 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as spec fically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including thc correct installation of the product; d) The engineer who originally prepared, signed and scaled thc required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process s all automatically be cause for termination of this Acccptancc, unless prior written approval has been requested (through the filing ofa revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acccptancc as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acccptancc 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 Notice of Acccptancc is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job sitc at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acccptancc. 9. This Notice of Acccptancc consists of pages 1, 2 and this last page 3. END OF THIS ACCEP'1;ANCE 3 Manus Produ BUILDING CODE COMPLIANCE OVFICE (BCCO) PRODUCT CMTI ROL DWISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA MEMO-DADB FLAMER B 40 140 WEST PUGLIA STREET, SUITE 1643 MIAMI, FLORWA 13110.1353 (305) 37$ -3901 FAX (305) 375-2008 PGT Industries P.O. Box 1529 Nokomis, FL34214 SCOPE: This NOA is bed issued under the applicable rules and regulations governing the use of constticn mates. The doom:ntation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rukn and Appeals (BORA) to be used in Miami Dade County and othrr areas where allowed by the Authority Raving Jurisdiction (AHJ). This NOA shall not be valid after the expiation date stated below. The Miami Dade County Product Ccrtrol 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 per. If this product or material faits 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 jurrisdict iem. BORA reserves the right to revoke this acceptance, if it is determined by Miami-lade County Product Control Division that this inoduct or material fads to meet the requirements of the applicable building code. This pmt is approved as described herein, and has been designed to comply with the High Velocity Hunic oldie Fkaida Building Code. DESCRIPTION: 2 "x Heavy Wall-Aluminum Tube Clipped Mullion 7 APPROVAL DOCUMENT: Drawing No. 6623, titled "2" Heavy Wall Mullion Arrangement Detail", sheets 1 through 5 of 5, prepared, signed and sealed by Robert L.C1a k, P.E., dated 5124101, ix sing the Miand-Dade Product Control Revision Stang with the Notice of Acceptance nuns 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 rnewal application has been filed and there has been no change in the applicable building code negatively affeg the performance of this product. TERMINATION of this NOA will occur after the • tion date or if there has been a revision or cue in the materials, use, and/or manufacture of the product or Misuse of this NOA as an endorsement of any product, for sales, advertising or any other puiposes automatically tern ate this NOA. Failure to cry with any section of this NOA shall be cause for ; w :, and rmnoval of NOA. ADVERTISEMENT: The NOA number preceded the expiration date may be displayed in advertising li be done in its entirety. INSPECTION: A copy of this entire NOA shall and shall be available for inspection at the job si This NOA revises NOA # 01 -0323.03 and, cons The submitted documentation was reviewed by e� k6ti the words Miami -Dade County, Florida, and followed by . If any portion of the NOA is displayed, then it shall 4� 0 by the manufacturer or its distributors uilding Official. ell as approval document mentioned above. NOA Ne 02 0701.10 Expiration Date: June 28, 2006' Approval Date July 12, 2002 Par) 1 GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE FLORIDA BUILDING CODE (F.B.C.). 2. W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS USTED AS. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 4. IMPACT RESISTANT SHUTTERS NOT REQUIRED. 5. ALL DIMENSIONS ARE GIVEN IN INCHES UNLESS OTHERWISE SHOWN. 6. LATEX OR SILICONE CAULKING SEALANT SHALL BE USED BETWEEN ALUMINUM' CLADDING AND WOOD BUCK. PRODUCT DESCRIPTION FRAME CONSTRUCTION: SELECT SOFT. WOOD. FINGER JOINTED WITH CLEAR PINE VENEER. EXTERIOR SURFACE CLAD WITH ALUMINUM. CORNER CONSTRUCTION: WOOD FRAME MEMBERS. ARE ATTACHED TOGETHER. WITH (3) 18 X 2" FHWS AT EACH CORNER. ALUM. CLADDING W /MITER CUT CORNERS IS ATTACHED ▪ TO HEAD. JAMB & SILL AT EACH CORNER USING A PLASTIC CORNER KEY, WITH (2) 18 X 1/2" FH SMS. 60" MAX. F.H. 120" MAX. F.W. 116 3/4" MAX. D.L.O. i NOTE: FASTENER SPACING MAY BE INCREASED TO 12" O.C. WHEN DESIGN PRESSURE IS LESS THAN OR EQUAL TO 87 PSF OR WHEN THE SMALLEST WINDOW DIMENSION IS LESS THAN OR EQUAL TO 50 ". SIM. ANCHORS WITHIN 6" OF , CORNERS & MAX. 10" O.C. ALL SIDES. SEE ANCHOR INSTRUCTIONS ON THIS SHEET FOR ANCHOR TYPE .& EMBED. ALSO SEE SECTION 1 ON SHEET 2 FOR OPTIONAL CLIP. (CUP SPACING IS SAME AS ANCHORS SHOWN) 6" MAX. (TYP.) 1 120 1/8" MAC(. F.W. 116 3/4" MAX. O.L.O. II 10" O.C. MAX (TYP.) .6" MAX. EXTERIOR ELEVATION: SINGLE RECTANGULAR FRAME TYP. FRAME ANCHORS (DIRECT SETS): 1. FRAME TO 2X_ WOOD BUCK: NO. 10 SMS WITH MIN. 1 3/8" BUCK EMBED SPACED PER ELEVATIONS. 2. FRAME TO BLOCK/CONCR, WITH 1 X_ CONT. SPACER: 1/4" TAPCONS WITH MIN. 1 1/4. BLOCK /CONCR. EMBED & MIN. 2 1/2" BLOCK/ • CONCR. EDGE DISTANCE. 3. MULLION ENDS: ADDITIONAL NO. 10 SMS WITH MIN. 1 3/8" BUCK EMBED OR 1/4" TAPCON WITH MIN. 1 1/4" BLOCK/CONCR. EMBED PER ELEVATIONS. NOTE: EACH ANCHOR MAY BE REPLACED WITH AN INSTALLATION CLIP. SEE SECTION 1. ON SHEET 2 FOR CLIP INSTALLATION DETAIL. APPROVED SHAPES O''OD88B MD\D'O NOTES: 1. OTHER SHAPES MAY APPLY PROVIDING THEY ARE SIMILAR TO THOSE SHOWN & HAVE CORNER CONSTRUCTION PER CORNER DETAILS. 2. ALL SHAPED UNITS MUST FIT INSCRIBED INTO THE ALLOWABLE RECTANGULAR UNITS & BE GOVERNED BY THE ALLOWABLE PRESSURE OF THE RESPECTIVE RECTANGULAR UNIT. 3, SHAPED WINDOWS ARE INSTALLED THE SAME AS THE RECTANGULAR WINDOWS SHOWN IN ELEVATION. SEE SECTIONS & CORNER DETAILS FOR DETAIL SPECIFIC TO SHAPED WINDOWS. PRODUCT RENEWED as complying with the Florida Bukling Code Acceptance No 0 -O Ex iration Date i q By Min Dh• io • e Product Contra 60" MAX. EH. 0 u) ui EXTERIOR ANCHORS WITHIN 6" OF CORNERS & MAX. 10" O.C. ALL SIDES. SEE ANCHOR INSTRUCTIONS ON THIS SHEET FOR ANCHOR TYPE & EMBED. ALSO SEE SECTION 1 ON SHEET 2 FOR OPTIONAL CUP. ANCHORS SHOWN) SAME /�. SEE RECTANGULAR UNIT ELEVATION FOR OPTIONAL Si M. 12" ANCHOR SPACING. 1 I 10" O.C. MAX (TYP.) 4 ELEVATION: SINGLE CURVED FRAME OF WINDOW FOR ALLOWABLE DESIGN WIND LOADS ON INDIVIDUAL WINDOWS, SEE LOAD TABLES ON SHEET 3. --- 3" OF WINDOW OF WINDOW EXTERIOR ELEVATION: MULTIPLE FRAMES (MAX. 4 UNITS MAY BE COMBINED) MAX. ALLOWABLE DESIGN PRESSURE ON MULLED UNITS SHALL BE THE LESSER OF +901 -95 PSF OR AS ALLOWED BY THE INDIVIDUAL WINDOWS. OF WINDOW PRODUCT REVISED as aply a ewlth the Florida Acceptance No Q2 -/021 j iratiota Date L 2003 . • Dlvbrun r Product Cunt tRAWN tir: w.W 04EC1Ett BY: Ptor. 1 -16 ai2/os /00 a 0 REVISION DESCRIPTION g z CERTIFICATION PELLA CORPORATION wrn o wNo N�o I z ,�.N. � tO NJ onto DRAWING NO. 1032 REV. • SHEET NO. 1 of 3 201 1/8" MAX. OVERALL UNIT ! - 50 3/8" MAX. 50 3/8" MAX. I I 50 3/5" MAX. 3/8" - 3/8" 3/8" — !, 3" - - 4-- 3" ---- ...._ 3" 1 .-4,—. !!• I 1t -,!I I !I ! I MAX. D.L.O. —►- NOTE) ANCHORS, UNIT _I—!_- -! ADDITIONAL ANCHORS FOR END SUPPORT. 1 EA. SIDE ADDITIONAL ANCHORS I %.1 T IYIIIIN. L/.L.Y• 11 ,1 ----- X m --- -- 46 3/4" (SEE FOR FRAME SEE SINGLE ELEVATION FRAME MULLION ADD OF MULLION. I / FRAME FOR MULLION $IM. END 1 EA. SIDE . ADD OF MULLION. 2 � j if a CENTERLINE I ' CENTERLINE CENTERLINE CENTERLINE OF WINDOW FOR ALLOWABLE DESIGN WIND LOADS ON INDIVIDUAL WINDOWS, SEE LOAD TABLES ON SHEET 3. --- 3" OF WINDOW OF WINDOW EXTERIOR ELEVATION: MULTIPLE FRAMES (MAX. 4 UNITS MAY BE COMBINED) MAX. ALLOWABLE DESIGN PRESSURE ON MULLED UNITS SHALL BE THE LESSER OF +901 -95 PSF OR AS ALLOWED BY THE INDIVIDUAL WINDOWS. OF WINDOW PRODUCT REVISED as aply a ewlth the Florida Acceptance No Q2 -/021 j iratiota Date L 2003 . • Dlvbrun r Product Cunt tRAWN tir: w.W 04EC1Ett BY: Ptor. 1 -16 ai2/os /00 a 0 REVISION DESCRIPTION g z CERTIFICATION PELLA CORPORATION wrn o wNo N�o I z ,�.N. � tO NJ onto DRAWING NO. 1032 REV. • SHEET NO. 1 of 3 FRAME ANCHOR 2X_ BUCK BY PER SHEET 1 OTHERS • T1 1/4" MAX. SHIM o 11111 Q o AIL) ' 0 Er imall Vr-rw--- Ill • ITEM # BILL OF MATERIALS ITEM DESCRIPTION DRAWN BY: w.ws. CHECKED 8Y: W.W.S. PARTS GLAZING STOP 4.27" X' 0.812" SELECT SOFT WOOD 0.665" X 0.815" SELECT SOFT WOOD JAMB CLADDING /COVER JAMB CORNER KEY NYLON W000 MULLION REINFORCEMENT a 3 H 7/8" -•••-I 0 -�/ SEE GLAZING DETAIL ON SHEET 3 STANDARD CROSS SECTION- INSTALLATION CLIP BULB GASKET 0.05" THK. R8 65 GAL:V. STEEL (SCREW MOUNT) SEE GLAZING DETAIL ON SHEET 3 TYP. MULLION DETAIL VII /WOOD REINF. 13 14 15• 1" X 1/2" CORRUGATED FASTENER #8 X 3/4" PH SCREW #8 X 1 1/2" PH, SCREW 1/4" X 1 118" 18 GA STAPLE 2X_ BUCK BY OTHERS • 3 PER CLIP INTO JAMB 1 PER CLIP INTO BUCK WITHIN 4" FROM CORNERS & MAX 12" 0.C; CLIP PER ELEVATIONS ON SHEET 1 -www r • �► •�tttttt�I 1 ® -4111. 4 r_ 1/44 MAX. SHIM 8.125" iar At a 0 v7 O Q 0 0 0 O 0 o o Q O O O INSTALLATION CLIP 0.05" THK. RB 65 GALV. STEEL SEE GLAZING DETAIL ON SHEET 3 STANDARD CROSS SECTION (CLIP MOUNT) PRODUCT RENEWED as complying with the Florida Buiding Code Acceptance No • -Q Expiration Date By Miam Dig 09 %ode Product Control O PRODUCT REVISED e complying wi #h the Florida *ding Code Aarptancc No 02- /02J,.O5 tiou Date ,j00 3 By Mta Dtv e Product Contra DRAWING 2 NO. REV 103 1/4" (6mm) ANNEALED GLASS 0.090" DUPONT. SENTRY GLASS PLUS (SGP) 1/4" (6mm) 0 ANNEALED GLASS 0.71" -�•-- { MIN. BITE 0.53" 0 - 0.815 brill co ''' DOW CORNING 899 OR 982 �' SILICONE (EA. SIDE) 1 0 m p 0.731 -f- 2.5" 20.812" AT THICKEST GLAZING DETAIL PART OF 1/2" ANNEALED LAMINATED. GLASS JAMB ALLOWABLE DESIGN PRESSURE _ SHORT DESIGN LOAD CAPACITY (POSITNE & NEGATIVE PSF) (2) (3) DIMENSION (1) POS. NEC. P05. NEC. POS. NEC. POS. NEC. POS.7NEC. POS. NEC. P05. NEC. POS. NEC. POS. NEC. POS. NEC. 30" 90 95 90 95 90 95 90 95 90 95 90 •95 90 95 90 95 90 95 90 95 36" 90 95 90 95' 90 95 90 95 90 95 90 95 90 95 90 95 90 95 0 0 42' 90 95 90 95. 90 95 90 95 90 95 90 93.2 0 0 0 0 0 0 0 0 48" 90 95, 90 95 90 95 86.2 86.2 0 0 0 0 0 0 0 0 0 0 0 0 50" 90 95 90 95 90 91.8 81.6 81.6 0 0 0 0 0 0 0 0 0 0 0 0 54' 90 95 90 92.6 82.5 82.5 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 60" N/A N/A 81.0 81.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (t) DIMENSION 54- 60" 66" 73' 78' 84" 90" 96' 108" 120" 0.090" DUPONT SENTRY GLASS PLUS (SGP) 1/4" (6mm) HT. STRENGTHENED GLASS 0.53" 3/8" (0.3915 ") ANNEALED GLASS 0.090" DUPONT SENTRY GLASS PLUS (SGP) -3/8" (0.3915 ") ANNEALED GLASS ORAWN OY: clitcxED BY: w.ws. w.ws. IL ' "2 ° 1205/00 0.71" ,; MIN. BITE 0.71" - MIN. BITE DOW CORNING 899 OR 982 SILICONE (EA. SIDE) GLAZING DETAIL 1/2" HT. STRENGTHENED LAMINATED GLASS ALLOWABLE DESIGN PRESSURE WITH 1/2" HEM STRENGTHENED .LAMINATED GLASS 7 +75/ -80 PSF FOR ALL WINDOW SIZES UP TO 50.0 SQ.FT. IN FRAME AREA. ALLOWABLE DESIGN PRESSURE SHORT DESIGN LOAD CAPACITY 'DIMENSION {POSITIVE & NEGATIVE PSF) (1) P05. NEC. ROS. NEC. POS. NEC. 54' 90 105 90 105 90 105 60' 90 105 90 98.9 90 90.9 (1) LONG 96' 108" 120' DIMENSION , ALL SIZES SMALLER THAN THOSE SHOWN IN THIS TABLE ARE ACCEPTABLE WITH A DESIGN PRESSURE OF +90/ -105 PSF. 1 ALL WINDOW D MENSION, VALUES SHOWN ARE +/- /2" & ARE FRAME (F.H. & F.W.) DIMENSIONS 2 "N`A` =SIZE NOT APPLICABLE DUE TO SHORT DIMENSION BEING LARGER THAN LONG DIMENSION. 3 "0 MEANS THAT THAT SIZE CAN NOT BE USED AND ALLOWABLE LOAD = 0.. PRODUCT RENEWED as complying with the Florida Buidii g Code Acceptance No d - - Expiration Date By Miam, Jade Product Control DIYISiOJt� 0 is Z i w 2 r; l.J �41n Z.5° Z Lai Z -, 1i ¢_ : Z O n rtioaco • 0 • PRODUCT REVISED ;A complying with the Florida w Code 02- 1021.05 ERpdratdoa Date if ► 2003 1 / e Product Contra' C DRnWING N0. 1032 SHEET N0. 3 or 3 L_ SEE "CORNER DETAILS" ON SHEET 3 r6" TYP. S U ti: 0 1 35" MAX. F.W. 29 1/4" MAX. O.L.O. i / SEE ANCHOR INSTRUCTION ON THIS SHEET. - � \ r 6" TYP. T 1 1 6" TYP. J �" 6" TYP. Q 6" PIT. J 0 35" MAX. F.W. - 3" 3/8" --- 35" MAX. F.W. SINGLE VENTED CASEMENT ALLOWABLE DESIGN LOAD POSITIVE NEGATIVE 70 PSF 70 PSF TYP. FOR ALL SINGLE & MULTIPLE WINDOW UNITS. GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI —DADE COUNTY. 2. W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AS SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 4. IMPACT RESISTANT SHUTTERS NOT REQUIRED. 5. ALL DIMENSIONS ARE GIVEN IN INCHES UNLESS OTHERWISE SHOWN. 6. LATEX OR SILICONE CAULKING SEALANT SHALL BE USED BETWEEN ALUMINUM CLADDING AND WOOD BUCK. ADDITIONAL -y FRAME ANCHOR \ FOR MULUON SUPPORT 0 X / / ADDITIONAL 1 FRAME ANCHOR / FOR MULLION END SUPPORT 6" TYP. 1 SEE "CORNER DETAILS" ON SHEET 3 SEE ANCHOR \ INSTRUCTION ON THIS SHEET. --� // \\ X 29' 1/4" MAX. ZL.O. / 4 -•— 3" MULTIPLE VENTED CASEMENTS (MAX. FOUR UNITS MAY BE COMBINED) EXTERIOR ELEVATIONS PRODUCT DESCRIPTION FRAME CONSTRUCTION: SELECT SOFT W000, FINGER JOINTED WITH CLEAR PINE VENEER. EXTERIOR SURFACE CLAD WITH ALUMINUM. PANEL CONSTRUCTION: SELECT SOFT W000, FINGER JOINTED WITH CLEAR PINE VENEER. EXTERIOR SURFACES CLAD WITH ALUMINUM. VENT CONSTRUCTION: ALL CORNERS MORTISED AND TENONED, GLUED MO SECURED WITH ONE BRAD NAIL, IN THE STILES TOP AND BOTTOM RAILS. HINGE TABLE WINDOW FRAME HEIGHT MINIMUM NO. HNGES REQUIRED 41 " OR LESS 2 MORE THAN 41" 3 NOTES: FOR 4" & 8" HINGES. CAN BE MIXED HINGE LOCATIONS TOP & BOTTOM TG HINGE EDGE. 1. APPLICABLE 2. 4" & 8" HINGES ON ONE WINDOW. 3. TOP & BOTTOM = 3.25" FROM PANEL EDGE 70 3/8" MAX. OVERALL 35" MAX. F.W. 3/8" 3" N ADDITIONAL FRAME ANCHOR \ FOR MULLION ;ND SUPPORT \v X / ADDITIONAL FRAME ANCHOR / FOR MULLION END SUPPORT 3 "-� NOTE: WIDTH OF FIXED WINDOW MAY EXCEED 35" PROVIDING OVERALL WIDTH OF' 70 3/8" IS NOT EXCEEDED. /// n SIM. 0 FIXED CASEMENT WINDOW (SEE DRAWING NO. 1031 UNDER SEPERATE APPROVAL FOR DETAILS) 3" MULTIPLE VENTED /FIXED CASEMENTS (MAX. FOUR UNITS MAY BE COMBINED) SEE OTHER ELEVATIONS FOR VENT WINDOW DETAILS TYP. FRAME ANCHORS (VENTED CASEMENTS): 1. FRAME TO 2X_. WOOD BUCK: NO. 10 SMS WITH MIN. 1.25" BUCK EMBED SPACED PER ELEVATIONS. 2. FRAME TO BLOCK(CONCR. WITH 1X_ CONT. SPACER: 1/4" TAPCONS WITH MIN. 1 1/4 BLOCK /CONCR. EMBED & MIN. 2 1/2" BLOCK/ CONCR. EDGE DISTANCE. 3. MULLION ENDS: ADDITIONAL NO. 10 SMS WITH MIN. 1 3/8" BUCK EMBED OR 1/4" TAPCON WITH MIN. 1 1/4" BLOCK /CONCR. EMBED PER ELEVATIONS. PRODUCT RENEWED as complying with the Florida guiding Code Aaeixaace Na 02- 0' 30 • IZ Ex . iration Date By Mis Di% PTOd ct Contra APPROVED AS COMPLYING WEI H THE SOUTH FLORIDA BUILDING CODE DA b/ 1007BY PROD BUILD I ROL DIVISION ODE COMPLIANCE OFFICE ACCEPTANCE NO. OI -W 2 y. c y DRIwN 9r: w.w.s. PLOT: 1 "16 CHEERED 9r: w.w.s. DAIS: 1J /01/00 io REVISION DESCRIPTION PELLA CORPORATION CERTIFICATION 1030 O. 1 REV. SHEET NO. 1 or 3 • MAX. SHIM 1/4" FRAME HEIGHT (F.H.) D.L.O. FRAME FASTENER (SEE SHEET 1) SEE GLAZING DETAIL ON THIS SHEET HEAD DETAIL SEE GLAZING DETAIL OH THIS SHEET 1.25" E • 1/4 "J MAX. SHIM SILL DETAIL FRAME FASTENER (SEE SHEET 1) TYPICAL INSTALLATION INTO 2X WOOD BUCK 1/4" -.J MAX. SHIM 1.25" TYPICAL INSTALLATION INTO 2X WOOD BUCK FRAME FASTENER (SEE SHEET 1) --•-- 1/4" MAX. SHIM 1.25" MIN. EMBED '-SEE GLAZING DETAIL ON THIS SHEET (3 LOCK JAMB DETAIL 2 BUTYL. EXTRUDED 0.69" MIN. GLASS BITE 1/4" (6mm) ANNEALED GLASS 0.090" DUPONT SENTRY GLASS PLUS (SGP) 1/4" (6mm) ANNEALED GLASS 9/16" DOW CORNING 899 OR 982 SILICONE FRAME FASTENER (SEE SHEET 1) HINGE JAMB DETAIL HOT MELT ADHESIVE BY JOWAT TYP. GLAZING DETAIL SEE GLAZING DETAIL ON THIS SHEET TYP. MULLION DETAIL W /WOOD REINFORCEMENT SHOWN WITH VENTED UNITS (VENTED TO FIXED MULLION IS SAME) NOTE EITHER ALUMINUM OR WOOD REINFORCEMENT MAY BE USED SEE GLAZING DETAIL ON THIS SHEET TYP. MULLION DETAIL W /ALUMINUM REINFORCEMENT SHOWN WITH VENTED UNITS (VENTED TO FIXED MULLION IS SAME) PRODUCT RENEWED as complying with the Florida Balding Code Acceptance NoOZ U"1 0 . tL Ex.Iration Data :�►•:. 1b12001 By Miami ' • Product Control Di%isi APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PROD • •NTROL DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO. 0) - 0 /2V.6y CN[CMCD SY: W.W.S. alt: It/01/00 REVISION DESCRIPTION d z z w vw � � o � a ger ZZ Wz arg gxi 0°5 IP tu 3 Z CERTIFICATION CANNING NO. f.. 1030 SHEEP N0. 2 OF 3 J FULLY INJECT EXTRUDED BUTYL INTO CORNER OF CLADDING TO SEAL #10 X 17/32" TYPE AB FH SCREW fr 9l/ I TI Ir`t1 D 11 II 11 11 11 11 11 11 11 11 11 11 0 2" FINISH NAIL (2 PER CORNER) D D 11 n D U B 0 0 11 11 D u JAMB CORNER DETAIL SASH CORNER DETAIL SASH .IS MORTISED & TENONED AND CLUED WITH A THERMOSETTING EMULSION ADHESIVE; DUROLOK BY NATIONAL STARCH & CHEMICAL COMPANY. BILL OF MATERIALS ITEM fi ITEM DESCRIPTION MANUFACTURER /NOTES PARTS 1 JAMB 4" X 1 1/4" SELECT SOFT WOOD 1.92" X 0.698" SELECT SOFT WOOD 2 SIDE & HEAD SASH STOP 3 SILL SASH STOP . 1.89" X 1.10" SELECT SOFT W000 4 SASH 2.16" X 1.625" SELECT SOFT W000 5 JAMB CLADDING /COVER 0.04" THK. 6063 -T6 ALUMINUM 6 SASH CLADDING /COVER 0.0235" THK. 3003-H14 ALUMINUM 7 MULLION CLIP 0.047" THK. 6063 -T6 ALUMINUM (CONT.) 8 JAMB CORNER KEY NYLON 9 SASH REINFORCEMENT BAR 6063 -T6 ALUMINUM 10 3/8" WOOD MULLION REINFORCEMENT P.T. SOUTHERN PINE (G = 0.55) 11 ALUMINUM 3/8" MULLION REINFORCEMENT 6063 -T5 OR T6 ALUMINUM W/1/8" WALL HARDWARE 12 CRANK /ROTO OPERATOR PELLA 13 4" S.S. HINGE PELLA 14 8" S.S. HINGE PELLA 15 2 POINT MULTI -POINT LOCK /HANDLE PELLA; ZINC, DIE CAST W /S.S. STRIKES 16 S.S. LOCK KEEPERS PELLA; 2 PER WINDOW - SEALS & SEALANTS 17 WEATHERSTRIP PVC 18 ,RAINSTRIP PVC MISCELLANEOUS FASTENERS 19 1 3/8" RING SHANK NAIL 4" FROM CORNERS & 6" - 8" 0.C. 20 NO. 8 X 1 1/4" S.S. PFH 4.25" FROM ENDS & 6" MAX. 0.C. 21 #6 X 3/4" S.S. PFH 10 PER 4" HINGE /20 PER 8" HINGE 2 PER LOCK KEEPER 22 #8 X 1 1/2" S.S. PFH 23 #10 X 1 L2_ S.S. PFH 2 PER JAMB CORNER KEY 4" FROM ENDS & 10" TO 12" 0.C. 24 1" X 1/2" CORRUGATED FASTENER 25 1/2" X 2 1/4" 16 GA. STAPLES 3 PER FRAME CORNER OTHER 26 1 OPERATOR SLIDE 1 STAINLESS STEEL PRODUCT' RENEWED as complying with tits Florida Bolding Code Acceptance No - 0.73c)•1 - E:, don Da �. for 740? MIa • ' D e product Coat Dlvb , a APPROVED A ��j �+ A�S COMPLYING WITH THE DAT RUl7 u Dl rE BY Itoiliell.MW PROD T C e.1TROL DIVISION BUILDING CODE COMPLIANCE OF ACCEPTANCE No. 0/' 0 12'I • ay GRAVEN Br; w,w.s. CNLCK(D Bri w.w.$. PLOT; 1 -I • A art: 11/01/00 s 0 1 0 z CERTIFICATION DRAWING NO. 1030 REV. SHEET NO. 3 or 3 1 ANCHORS: TYPE. "B, "C" OR "D; BOTH ENDS TYP. MUWON .W1 1 W2 w W =W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DL I LRMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H ANCHORS: TYPE. "B; "C" OR "0" BOTH ENDS TYP. MULLION GLAZING PRODUCT H1 ANCHORS: TYPE. "B, "C" OR "D" BOTH ENDS - H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ONPAGE5OF5 MAX OPENING = N OR 141 +H2 MULL LENGTH = W NOTES; 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3 AND 5 2. WINDOWS MAY BE MULLED TOGETHER, TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT & NON— IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 M1) M2) w GLAZING PRODUCT .T.l GLAZING PRODUCT a GLAZING PRODUCT GLAZING PRODUCT C i TYP. MULLION N GLAZING PRODUCT .W1 1 W2 w W =W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DL I LRMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H ANCHORS: TYPE. "B; "C" OR "0" BOTH ENDS TYP. MULLION GLAZING PRODUCT H1 ANCHORS: TYPE. "B, "C" OR "D" BOTH ENDS - H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ONPAGE5OF5 MAX OPENING = N OR 141 +H2 MULL LENGTH = W NOTES; 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3 AND 5 2. WINDOWS MAY BE MULLED TOGETHER, TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT & NON— IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 M1) M2) w GLAZING PRODUCT .T.l GLAZING PRODUCT a -I) /M1 TYP. MULLION GLAZING PRODUCT l 1�'j GLAZING PRODUCT H1 W =Wl +W2 H = Hi +H2 (2) WINDOWS MULLED W /ONE ABOVE FOP DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H1 ///, ZY c/ Robert L dark, RE P.E. #39712 Structural ANCHORS TYPE W ANCHORS: TYPE."$, "C" OR "D BOTH ENDS w 1 w1 ►t- W2-- l W3 w H2 HI W = W1 +W2 +W3 H= H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR H 1 +H2 MULL ` LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 PRODUCT REVISED ea*PbleS Mee the Salem Cede Acceptance E :ply /d - • .� , By I Dade PP+uduct Coated Division INDUSTRIES Revsd By: (Date: Chkd By:e: Revisions: APPROVED AS COMPLYING WITH T#4 S°'""99iPftl66f°E BY NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 41l- O323.e g Drawn By: P.J.P. '6' 4/28/00 Description: 2" HEAVY WALL MULLION ARRANGEMENT DETAIL 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Series/Model: MULLS Scale: 1x, Sheet: 1 of Drawing No. 6623 Rev. GLAZING PRODUCT a D C i TYP. MULLION N GLAZING PRODUCT cp GLAZING PRODUCT GLAZING PRODUCT 1 w1 ►t- W2-- l W3 w H2 HI W = W1 +W2 +W3 H= H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR H 1 +H2 MULL ` LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 PRODUCT REVISED ea*PbleS Mee the Salem Cede Acceptance E :ply /d - • .� , By I Dade PP+uduct Coated Division INDUSTRIES Revsd By: (Date: Chkd By:e: Revisions: APPROVED AS COMPLYING WITH T#4 S°'""99iPftl66f°E BY NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 41l- O323.e g Drawn By: P.J.P. '6' 4/28/00 Description: 2" HEAVY WALL MULLION ARRANGEMENT DETAIL 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Series/Model: MULLS Scale: 1x, Sheet: 1 of Drawing No. 6623 Rev. 1.--4" OR 6 "-1 MUWON CUP CUT RANGES OFF OF MULL CLIP TO FORM A "U — CHANNEL AND INSTALL AS SHOWN P.G.T. 2x MUWON #12 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WTH EACH OTHER) #12 S.M.S. ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE #1 TYPICAL MULLION TO MULLION INSTALLATION TYPE "A". WOOD BUCK }---4" OR 6 "-1 #12 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WTH EACH OTHER) SEE NOTE #1 112 WOOD SCREW MIN. 4 PENETRATION INTO WOOD BUCK. ALL. FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE #1 144 .14. • 144. ' - • i , •. �. •■. A A • TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK TYPE "B" NOTE: 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL—TO—CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP—TO—OPENING. 2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FEND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. P.G.T. 2x MULLION WOOD BUCK REMOVED TO CONCRETE 2" if/g/' ,. 4 WOOD BUCK r-4" OR 6 "--1 #12 F.N. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE #1 MIN. f i S" TAPCON MIN. 1 . PENETRATION INTO CONCRETE OR BLOCK STRUCTURE ALL FASTENERS • MUST BE DADE COUNTY APPROVED. SEE NOTE #1 TYPICAL MULLION TO STRUCTU6E WITH WOOD BUCK REMOVED FROM CONC. TYPE "C". Robert L. Clark, P.E. P.E. #39712 Structural }--4" OR 6 "-1 #12 F.N. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) NOTE /1 MIN. fir TAPCON MIN. 14 PENEIRAT1ON INTO CONCRETE OR BLOCK STRUCTURE. ALL FASTENER. MUST BE DADE COUNTY APPROVED. SEE NOTE #1 • TYPICAL MU LION TO STRUCTURE WITH WOOD BUCK AND CONC. TYPE "D ". PRODUCT REVISED SI t the Florida Bidding Cade Accrpt*ee Ala 0 Dade Product Control IND IkjT ES Revsd B!^ rate: Chkd By: Date: Revisions: APPROVED AS COMPLYING WITH THE SOUTH FAA CODE DA r tff AN ay PR • •,,,44 .0• ' OL DIVISION 40 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO Dt — 0 3 zS • 03 Drawn By P.J.P. 4/28/00 Description: 2" HEAVY WALL MULLION & CLIP INSTALLATION DETAIL 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Series/Mode: MULLS iX Sheet: 20f5 Drawing No. 6623 Rev: IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR 2x MULL MULL SIZE 'A' 2 x 4 x 4 ,X 2 X 6 X 4 5 3 EQ. SPACES I _..a g MIN. FROM ENDS (TYP) EP' 1$- 2" MULL CLIP (8) ANCHOR LOCATIONS EXTRUSION DWG # 513 8 MIN. FRONT ENDS (TYP) r-- -a6 MAX. 1 L 3 MIN. 'A' I 8 2" MULL. CLIP (6) ANCHOR LOCATIONS EXTRUSION DWG # 513 /17 7- Griock 37//z MIN. 18 18 -r- 2r8_1 g MIN. FROM ENDS (TYP) 3" MIN. [(rp) 15- T- 8 + • 'A' 2" MULL CLIP W /TABS REMOVED (8) ANCHOR LOCATIONS EXTRUSION DWG # 513 r24-I MIN. FROM ENDS (TYP) in MIN. (TYP) - 2" MULL CLIP W /TABS REMOVED (6) ANCHOR LOCATIONS EXTRUSION DWG # 513 INDUSTRIES Revsd By: Date: Chkd By: Dote: Revisions: PRODUCT REVISED as C WWI the Florida ExPirollon Acceptance No 2.0 01.10 Date APPROVED AS COMPLYING WITH THE SOUTH FL., [RAIDING CODE .28 Q BY PRO • .« f• • OL DMSI BUILDING CODE COMPLIANCE MACE ACCEPTANCE NO. 0t -O323 •a3 Drawn By: P.J.P. Date: 4/28/01 Description: ANCHOR LOCATIONS Title: 2" HEAVY WALL MULLION 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Series /Model MULLS Scale: %X Sheet: 3of 5 Drawing No. 6623 Rev: 4 1 4 1 4 1 6 2 1 .4 . 2x HEAVY WALL MULLS MAT'L: 6063 -T6 Ct Robert L. , P.E. #39712 Structural PRODtlf7V Its eadozgitotegit, a the Fwd. LeeePtance No 'Worattaa Date .7?►L7_,. ` APPROVED AS COMPLYING WITH THE SOUTH n.sr 1 J • • 1 r TE (j. r8s .4t BY s./ 1:_ . __ PR' .r «r ROLDIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. O 1" ° 3 . dY Revsd By Date: Chkd By: rote: Revision: Drown By: Date: 5/22/00 P.J.P. 5/22/00 Description: 2" HEAVY WALL MULLION PROFILES Series /Model: Scale: Sheet: Drawing No. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOM IS, FL 3427 NOKOMIS,FL 34274 MULLS 1 X 4,15 6623 Rev: 2x4x1/4 6 Anchors OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 MULL LENGTH IN INCHES 42 170 170 170 170 170 170 170 170 170 170 48 170 170 170 170 170 170 170 170 170 170 50.625 170 170 170 170 170 170 170 170 170 170 54 170 170 170 170 170 170 170 170 170 170 60 170 170 170 170 170 170 170 170 170 170 63 170 170 170 170 170 166 162 160 159 159 66 170 170 170 170 170 154 149 146 145 145 . 72 170 170 166 152 142 135 129 125 123 122 76 170 170 154 141 131 124 119 115 112 109 78 170 167 149 136 127 119 114 110 107 104 84 177 153 136 124 114 107 102 98 94 90 90 163 141 125 113 104 97 92 88 85 79 96 151 129 112 100 91 83 78 73 69 63 108 107 90 78 69 62 57 53 49 47 41 111. 98 83 72 63 57 52 48 45 43 37 144 45 37 32 28 26 23 21 20 18 16 2x6X1/4 6/8 Anchors OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 MULL LENGTH IN INCHES 42 48 170170 1701170 170170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 '17011701170;170 1701170 1701170 170 170 1701170 170170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 50.625 54 1701170 1701170 1701170 1701170 60 170; 170 1701170 63 66 1701170 1701170 170170 1701170 1701 170 1701 170 170170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 170170 1681170 1701170 170170 1621170 1701170 1701170 1591170 1701170 1701170 1581170 1701170 170170 1581170 72 76 1701170 170 170 1701170 1701170 1701170 1681170 1651170 1541170 1541170 1431170 1461170 1351170 1401170 1291170 1361170 1251166 1341170 1221162 1331170 1 1191159 78 84 90 1701170 1701170 1701170 1701170 1661170 1531170 1621170 1481170 1361170 1481170 1341170 1231164 1381170 1241166 1131151 1301170 1171155 1061141 1241165 111'148 1001133 1191159 1061142 96 1127 1161155 1031137 92 1123 1131151 98 1130 86 1116 96 108 1651170 1441170 1421170 1231163 1251167 1091141 1131151 98 1125 104139 89 1112 971129 83 1102 91 1123 78195 87 1115 73188 83 1109 70183 77198 1 63173 111 144 1401170 1051108 1191154 89 [ 90 1051133 78] 78 94 1118 69169 86 1106 61 161 80197 56156 75 189 51 151 71 183 47147 67178 44144 61 168 37137 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 Vertical Mull k_Opening4 Width Mull Length Horizontal Mull Opening Width 1 1- Mull Length Multiple Mulled Units Mull Length { \Opening Width PRODUCT REVISED B C with the Florida Expiration No Date '2• , -4 - + fl ;VE Dade Pmd"tCastn 7O.JO APPROVED AS COMPLYING WITH THE 01 DIVISION !RAIDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. d32?. 4'3 ITT INDUSTRIES Revsd By: Dote: Chkd t3y Date: Revisions: Drown By: P.J.P. '4 728/00 Description: PRESSURE CHARTS line: 2" HEAVY WALL MULLION PRESSURE CHARTS 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL .34274 Series/Modeh MULLS Scale: NTS Sheet: 5 of 5 Drawing No. 6623 Rev: AA aDDADE BUILDING FADE COMPLrANC 'OPF CE.(RCCO PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 MIAMI-DADE COUNTY, FLORIDA . METRO -DADE FLAMER BUILDING 14O WEST FLAGLERSTREET, sum 1- 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 constriction ction 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 h the ave this product or material tested for quality assurance purposes. If this product or material fails to perform in accepted manner, the manufacturer will incur the expense of such testing and the ART may bnmeiiately 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 tacomply -with -the High Velocity Hurricane Zone of the Florida Building Code. DRSC.R ON:.Series. "Sfl 741" AlunainumSingie.muig Window APPROVAL DOCUMENT: Drawing No.4040, titled "Aluminum Single Hung Window", sheets 1 through 5 of 5, prepared by manufacturer, dated 2/9/98 with revision on 6/3/03, signed and sealed by Robert L. Clark, P.B., 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. M1SSILE 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 forinspection at the. jobsite at the-request of theBuilding Official. This NOA revises NOA # 02. 0702.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. 41' G04 wember0No 03- 0514.01 e1�N 01, 2006 �- `P * y�r�� va ate• vember 06, 2003 tt �" Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing.No.4040, 'titled " Aluminum Single Hung Window", sheets 1 through 5 of 5, prepared by manufacturer, dated 2/9/98 with revision on 6/3/03, signed and sealed by Robert L. Clark, RE. • B. -TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc.,-Test Report No. FTL- 03036, dated 3/14/03, signed and sealed by Joseph Chan, P.E. Submitted under NOAA01- 0629.08 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, .TAS202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1889, dated January 14, 1998, signed and sealed by Gilbert Diamond, P.E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. Jen4 1852; dated December 29, 1997, signed and sealed by Gilbert Diamond, P.E. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0514.01 Expiration Date: November 01, 2006. Approval Date: November 06, 2003 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300-98, and structural analysis, dated 5/9/03, prepared, signed and sealed by Robert L. Clark, P.B. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 0828.15 issued to E.I. Dupont DeNemours for "Dupont Butacite" dated 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 03- 0421.01 issued to Saluda for "Saflex HP ", dated 5/22/03, expiring on 12/11/05. E. QUALITY ASSURANCE 1. Miami -Dade County Building Code Compliance Office. F. STATEMENTS 1. Laboratory compliance letter for Test Report no. FTL- 03036, issued by Fenestration Testing Laboratory, Inc., dated 4/1/03, signed and sealed by Joseph Chan, P.E. G. OTHER 1. Notice of Acceptance No. 02- 0702.04, issued to PGT Industries Corp., Aluminum Single Hung Window, approved on 07/16/02 and expiring on 11/1/06. 2. Letter from the consultant stating that the product is in compliance with the Florida Building Code (EEC). E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03= 0514:01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 53 1/8" MAX. WINDOW WIDTH 76" MAX. WINDOW HEIGHT VENT SIZE; 50 1/2" x 38 1/4* 5 3/4" MAX. -I- 13" -►� 8" MAX AT MTG. RAIL 13 /8" MAX. 0.C. MAX. ON CENTER TYP. HEAD & SILL ELEVATION NOTE CONTINUED 4.) ANCHORS:MAX. 5 3/4" FROM EACH CORNER (HEAD & SILL) MAX. SPACING AT HEAD & SILL: 13.000 MAX. 6" FROM EACH CORNER (JAMBS) MAX. SPACING AT MEETING RAIL: 8.000 MAX. SPACING AT JAMBS OTHERWISE: 13.125 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 6" MAX. LARGE MISSILE IMPACT WINDOWS NOTES: 1.) GLAZING OPTIONS: A. B5/1ETWEE6" (.350) LITES LAMINA AF GLASS ANN CONSIST GNG SOF AN .090 PVB INNER LAYER B BETWEEN (2) LITES OFE01/8" { EAT STRENGTHENED INNER LAYER ENGTHENED GLASS. C. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS). D. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) B. POSITIVE DESIGN LOADS BASED ON WATER 1 tb 1 PRESSURE (FTL -1889) AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) COMPARATIVE GLASS TYPE: ' A. 5/16" B. 5/16" C. 13/16" D.13/16" ANALYSIS TABLE: LAMINATED (1/8"A,.090,1/81A) FTL -1869 LAMINATED (1/8"HS „090,1/8"HS) FTL -1889 1.G.,1/8"HS, 3/8" SPACE, 6/16" LAMI (118"A,.09O,116 "HS) FTL -3739 I.G., 1 /8 "HS, 3/8" SPACE, 5/16 LAMI (118"HS, 090,1/8"HS) FTL 3739 WINDOW WIDTH WINDOW HEIGHT 38.375 50.25 63.000 76.000 26.500 A 68.7 -80.0 68.7 -80.0 86.7 -80.0 68.7 -80.0 'D,D 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 C 66.7 -80.0 88.7 -80.0 86.7 -80.0 86.7 -80.0 37.000 A 66.7 - 80.0 _ 66.7 -80.0 66.7 - 89.6 57.2 -57.2 0,0 66.7 -80.0 66.7 -80.0 66.7 - 80.0 86.7 -80.0 C 86.7 -80.0 88.7 - 80.0 _ 66.7 -80.0 68.7 -76.1 53.125 A 68.7 - 80.0 _ 63.4 . -83.4 47.9 - 47.9 48.3 -48.3 8 D 66.7 - 80.0 88.7 -80.0 66.7 -80.0 86.7 -80.0 C 68.7 -80.0 83.4 -63.4 58.7 -58.7 64.5 -64.6 ALUMINUM SINGLE • HUNG WINDOW a + 0 1/8" ANNEALED OR HEAT STRENTHENED- GLASS .090 INTERLAYER SAFLEX BY SOLUTIA OR DUPONT PVB 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED GLAZING DETAILS 1/2" NOM. GLASS BITE IVY (Kb 13/16" LAMI I.G. GLAZING DETAILS 1/8 ". HEAT STRENGTHENED GLASS 3/8" AIR SPACE 13/16" NOM. 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 DESCRIPTION Y.T. # QTY. / LOCATION VENDOR VENDOR 777, w. ' -1I,77-1I,77-1•.. a 7:1'1{71` .r.: !ioi :£+3F1>Qii"Ti:� Y7: 11 1f[anl,cisji,T_ , m fi?t-1� ;•.4�01i3F�zi>• [;uwts-a■E _1 r E i 7ra3L 7 mat_tR S..�nsiniam r 1, T1AillerIsv -. AE�'�1.ILt1,£FttsllR 1�nb?il•T =iI�7 C`��T3i_ ?T K3.6 C?:11LORI 1��: ?4E G!ITiai1 Ti[IE3$7 T1rrdm :�lr2 pyx.< iiF?:c . i.• n.:illI lA : 1,. 11111111140'x1ll 5, . 51.i'1a'71:.f21:11' +!.1'1iii: 1Sr_: x513 (4•.MNEM VI)IMINIMIN 't11:t:1 1 OE 1I7Lltill11111111111111111111MINNIIIIIMI f1E�Eii[Y z i 1i1��..Tai�- 'i IIRi�lla.7l►gla:�1 iitur Sp';i 4mus3`R`d�mmomifP 7T ngli r .a ..,, 7. w . 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P AI ;2'; 1.1.a -Aa• I ia--- 77�[ rs weArr _r ,•X 3!�l T 11111 t(3" 387.M2a. ^ is i1 ; al 7 -&- .11.1 : 18A111 :_111- )LNOIT iJiQIT..18 Trill• 84909 lEillI Tr"t7i [Pifi:?VID .- -- 11M51s IS1 r.71 '.'iartll. 1 1: I L0. <TF[,, 1 8 .&. 1. I W 8 5 15" IAMI (t) LITE OF 1/8" A GLASS & (1) LITE 9F H5 GIASSSWI .090 SOLUTIA OR DUPONT PV8 INNER LAYdt fAc/ Ro4mtL Cdffi1t. P,E, P3938712 v; saouvartmen oarptIspilidwilidas 8/98 D. prowl ay: Daseeptklar PARTS LIST & GLAZING OPTIONS Z/9/98 1070 TECHNOLOGY DIVE NOKCMIS, FL 34278 P.O. SOX 1529 NOCOI.IS. FL 34274. ALUMINUM SINGLE HUNG WINDOW Saies,W W: I Scoh: Stet* sH-7o1 I NTS 2 a 5 Craving No. 4040 �- 2.784 ROUGH OPENING 53.125 MAX. WIDTH 49.625 DAYLIGHT OPENING .737 .500 1.123 EXTERIOR _INACTIVE ROUGH oPENING 2.710 34.500 DAYLIGHT OPENING ROUGH OPENING 76.000 MAX. HEIGHT 34.500 DAYLIGHT ACTIVE OPENING INTERIOR 48.250 DAYLIGHT OPENING HORIZONTAL SEC ION RECONVIVEvaigg Agerw •r- .OP %VAT,. OPRONAL 2.330 VERTICAL SECTION EXTERIOR } INTERIOR oPEMING 2.784 ALUMINUM SINGLE HUNG WINDOW REFERENCE TEST REPORTS: FTL- 1889 & FTL -3739 Damen 4040 2.784 .062 .737 0 ALUM. 6063 —T5 0 ALUM. 6063HS —T54 .490 1.451 .062 .705 .062 .655 T 2.784 0 ALUM. 6063 —T5 2.330 - ►� 1.350 0 ALUM. 6063 —T5 ALUM. 6063 —T5 1.019 —+1 .791 �- ALUM. 6063 —T5 REFERENCE TEST REPORTS:.FTL -1889 & FTL -3739 11s5�- .0622 1.348 .413 —'1 1+— 0 ALUM. 6063 —T5 —►� 1.123 1+--. 0 ALUM. 6063 —T5 1.057 .050 .678 1 0 ALUM. 6063 —T5 t f__ _ 2.029 1.403 0 ALUM. 6063HS —T54 .193 .683 Aseitaws ..f' Ii>riI 1.097 �+-- OD ALUM. 6063 —T5 6/3/03 D —NO CMG THIS SHT /7/47//‘ Robert L. Clark, P.E. PE*39712 Suadural IN 03/26/03 10 11/01 18/98 C-ADD 130,33 CHG 14,3 Reakdortra 714 TABLE L (TR D.B. 2 9/98 EXTRUSIONS 1070 LODY NOKOMS, 75 ALUMINUM SINGLE HUNG WINDOW S,+: Drawing N. SH -701 NTS 4 a 5 4040 P.O. BOx 1529 NOKOMIS, FL 34274 Y 1.250 -1 1.250 44 s• 2 x WOOD DUCK P /4" TAPCON 50 .250 #12 PANHEAD TYP. HEAD TYP. HEAD .250 1 x WOOD MAX. BUCK TYP. JAMB 1/4° TAPCON #12 PANHEAD .250 AAX. TYP. SILL 500 1.500 TYP. SILL REFERENCE TEST REPORTS: FTL -1889 & FTL-3739 ANCHORAGE Tithe ALUMINUM SINGLE HUNG WINDOW Seriss/Modat &Om Seth busing )0. sH -701 NTS 5 o 5 4040 MIA M IDADZ BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 10'10 Technology Drive Nokomis, k`I, 34275 SCOPE: .MIAMI-DADE COUNTY, FLORIDA METRO -DADS FLAGIER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 1V.Oami Dade County Product Control Division (In Miami Dade County) and/or the AM (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 1VTianii Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 1"x heavy Wall - Aluminum Tube Clipped Mullion APPROVAL DOCUMENT: Drawing No. 6621, titled "1" Heavy Wall Mullion ", sheets 1 through 6 of 6, dated 04/28/00, with revision "A" dated 05/03/04, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration-date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Mile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's nanny or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless . otherwise noted herein. RENEWAL of this NOA shall de- considered after a renewal application has been €iled andthiere 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 may motion of this NOA shall be cause for tennrnation 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: .Acopy.of.this..entire NO.Ashall.l .provided.to_the.user_by.tlne znanufactureror.its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 020701.09 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Pe NOA No 04. 0528.05 Expiration Date: June 28, 2006 Approval Date: July 15, 2004 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6621, titled "1" Heavy Wall Mullion ", Sheets 1 through 6 of 6, dated - 05/26/04, with revision "A" dated 05/03/04, prepared by manufacturer, signed and-sealed by Robert L. Clark, FE. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2)- Large - Missile Impact Test, FBC, TAS- 201-94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a Ix 2 x std wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and seatedby Antonio Acevedo, PE. "Submitted under NOA # 01- 0323.02" 2. Test reports on 1) Uniform Load Static Air Pressure- Test, per FBC, TAS 202-94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS . 203 -94_ along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. P T L- 2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "&tbmitted under NOA # 01.032102". . . 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201-94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a.pair of fixed alum.. windows.with a.transom. lite (0/00 configuration) mulled together with a ix 2 x 3/4" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared. by Fenestration Testing Laboratory, Inc., Test Report No. YI'L -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA 010323:02". C. CALCULATIONS 1. Engineering Structural & Anchor Calculations, prepared by manufacturer, dated 08/20/00, revised on 5/24/01, signed and sealed by Robert L. Clark, P.B. "Submitted under NOA # 01- 0323.02" E -1 Manuel Pe Product Control NOA No 04 1 x:.05 Expiration Date: June 28, 2006 Approval Date: July 15, 2004 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTEU D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None: T. .STATEMENTS 1. Statement letter of conformance, dated March 16, 2001, signed and sealed by Robert L. Clark, P.E. "Submitted under NOA # 01- 0323.02" 2. Statement letter of no financial interest, dated March 16, 2001, signed and sealed byRobert L. Clark, P.E. "Submitted under NOA # 01- 0323.02" 3. Laboratory compliance letter for Test Reports • No. F 1i -2 12, 1.11,-2903 and. tF'1'L -2975, issued by Fenestration Testing Laboratory, Inc., dated January 30, 2001, signed..and.sealed byAntonio Acevedo, P.E. "Submitted under NOA # 01- 0323.02" G. OTHER 1. Notice of Acceptance No. 02- 0701.09, issued to PGT Industries for their 1" x ' Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/12/2002 and expiring on 06/28/06. 2. Letter from consultant stating that the product is in compliance with the Florida Building Code (FBC). Manuel Pe.• Product Control r= , NOA No I 7771 5 Expiration Date :. June 28,.2006 Approval Date: July 15, 2004 E -2 --- W1--- *.--W2 I W W = W14-W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = W OR W1 +W2 MULL LENGTH = H H = H1+H2 (1) WINDOW MULLED W /ONE ABOVE • FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE .5 & 6 MAX OPENING = H 01? H1 +H2 MULL LENGTH = W NOTES; 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3, 5' AND 6 A 2. WINDOWS MAY BE MULLED TO A MAX OF 7 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 ANCHORS.` TYPE i4 t, OR fi' BOTH ENDS i GLAZING PRODUCT l WILION GLAZING PRODUCT GLAZING PRODUCT 1 W2 W =W1+W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W14-W2 MULL LENGTH = Hi W = W1 +2/2 +W3 H —H1+H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE • FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 &6 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 TeRmsersaveau compbaiddseeltiokial OS ® TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS cnm er t.' Ba — ADD FJL 5/3/04 A OO NOTATION Drore P.J.P. 4 /28 /00 Otoolptioru 1 " HEAVY WALL MULLION ARRANGEMENT DETAIL 1070 TECHNOLOGY OHNE P.O. BOX 1529 Sabsl« SaoN* No. Rdw -- HOKOMI% FL 34275 NOKOMIS FL 34274 MULLS 1 X 106 6621 A h2' OR 4 7-1 ° MULL FOR r MULL i" TYEICAL MULLION TO MULLION INSTALLATION TYPE (n 112 P.R. VAS. STAGGERED ON OPPOSITE SIDES (30 AS Nora (A CM OTHER) 1444576119949 MUST 8 s mos COUNTY APPROVED. s NOTE 11 Rat MULLION OR #12 F.H. STAGGERED ON OPPOSITE SIDES (50 AS NOT TO MTN EACH 07HDR) SSE NOTE Mfit TAPCON (24414 CArNOSTEMOIr= *ff°: • STRUCTURE. ALL moms c • MIST es DADE COUNTY APPROVED. SEE NOTE IM ZELC41.111ALLOILELYIRO77JREV7ELIECZ2_ BUCK REMOVED FROM CONC. TYPE TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK TYPE 13; NOTE; 1, FOR MULL SIZE AND QUANTITY OF. ANCHORS REQUIRED SEE SHEETS 5 & 6. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL-TO-CLIP IS 71-1E SAME AS THE QUANTITY OF ANCHORS FROM CUP-TO-OPENING. Z REFERENCE TEST REPORT FTL-29d2, 2903 AND 2975 _Noma QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIF7C APPLICATION. • • . Rabin L. P.E. PE 09712' TYPIC.41.- MULLION TO S7RUCTURg wrni WOOD BUCK AND CONC. TYPE "D" rsoolicramsED mamolptrine Mgt Me Mod& *Wag Cads Aemplmatz Expiration TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Roved Sr WM: FJ 1 Ws/04 Moon Gyt PAW poto: p41.:1/28/OO RovIstonso A ADD norm& 1 HEAVY WALL MULLION .8c CLIP INSTALLATION DETAIL Moto/Mod* Sooko She* Draft No. MMus ix 2e6 6621 A 1070 =maw' Noir P.O. sox Ime NORMS FL 34275 AOSKOMS. FL 34274 IMPORTAH1 QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANcHoks PLEASE REFER TO CHARTS AND FI141D THE " CORRECT MULL SIZE AND PRESSURE REQ D FOR YOUR SPECIFIC APPUCATION. 1 I MAX .�j MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION MG it 1099 MIN. FROM ENDS (TYP) 1 MIN. FROM 28-1 ENDS (TYP) I I it CUP LENGTH CHART FOR 1x MULL MULL SIZE 1 x2x. 1 x2#x�j 1 x21x 1 x 4 x 1 1" MUL CUP W/TABS REMOVED TWO (2) ANCHOR LOCATIONS Ex1RUsoN osG # 1099 MW. FROM ENDS (TYP) —1 14 MAX. " WILL CUP lSI "1 or; ._ is EXTRUSION 0*0 / 1099 M1N. FROM ENDS (TYP) -I I : 1" MULL UP W ABS REMOVED —1 MAX. E APR t•a. XTRULON 0% / 1099 ME: 1'P g3971.2 1. REFERENCE TEST REPORT FFL -2902, 2903 AND. 2975 S al " MULL C p. FOUR (4) ANCHOR U ISCATION$ eKTRUSION arm # 1699 M1N. FROM. ENDS (TYP) MW. FROM ENDS (TYF') MAX. 1" MI,1LL CLIP W/TABS REMOVED FOUR (4) ANCHOR LOCATION$ EXTRUSION NO # 1099 MIN.--- A'-- -1 1" MULL CUP SIX (6) ANCI-LOR LOCATIONS EXTRUSION owe if 1099 asseraylpingwitbev Florida Deimos Ds* MW. ENDS (TYP) I I 0 0 0 0 A' 1" MU CUP W/TABS REMOVED �.• ; R ..L.t, VORLISION DWO # 1099 A TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS �tv Rand Ix 111.1et *Vol 8yi dates &Milo= F.K. 5 /3/04 ' A — ADD NOTATION Deuvw Sp P.J.P. Dabs ANCHOR LOCATIONS 1>w 1 " MULLION CLIP 1070 1E.NAtoLOGY, oR7VE P.O. eox 1829 NOXOW4 F2 34275 NOKOMIS. R 34274 MULLS Proildng 6621 Ron A 8 2f 14 NOTE, 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 21 32 1 x HEAVY WALL MULLS MAT'L: 6063 -T6 mow= molts iscomptlheirkkealfhebla r TO BE USED ONLY WITH PDT INDUSTRIES PRODUCTS Fit* a/ DK.° P.J P. ri'lw5/22/00 1 " HEAVY WALL MULLION PROFILES W70 TEDmvoloor opAt P.o. sox 1529 swim k soffit s ran. Nom* FL, 34273 Nol(o FL 34274 MULLS ix 4016 6621 A lx2x.375 2 Anchors 50 60 70 ' 42 155 142 134 48 129 118 100 81 58 51 MI 50.625 115 _.. 54 94 60 67 63 58 66 50 72 38 76 32 78 30 84 24 90 19 96 16 108 - 111 - 144 50 107 91 73 OPENING WIDTH IN INCHES 80 90 130 130 102 100 85 82 68 47 44 40 37 32 24• 100 110 120 130 160 130 99 27 24 22 20 25 22 20 18 20 17 16 16 1701170 1701170 1701170 166,170 145152 131131 1131113 86186 73173 67167 54;54 43 43 96 36 36 108 25 25 111123 23 144 - 60 1701170 170170 161'170 147170 1271131 1121112 97.97 73173 62162 57 157 45145 37137 301 30. 21 121 19119 70 1701,170 1611170 148 170 1351165 1181116 99199 85185 65165 54,54 50150 40140 32132 26126 18118 171 17 80 90 1701170 1701170 154 170 1501170 1401170 1361170 123153 121.1146 1011107 100 100 90190 84 84 77177 72 72 58 ! 58 54 54 49 , 49 45 45 45 145 41 41 35135 32 , 32 28128 26 26 23 123 21 21 16116 - - 15115 - 170 149 134 119 96 80 68 170 170 170 142 96 80 68 50 50 42 42 38 38 30130 24124 1919 - I - I -1- 110 120 130 170'170 1701170 1701170 1491170 1491170 1491170 134,1170 134'170 1341170 1181141 118'141 1181141 93 193 92 92. 92192 77177 76 76 76.76 65i 65 64 64 63.63 4848 46 48 45 45 40140 38 38 37 37 38136 35 35 33 33 26128 27127 26 26 22122 21 21 20 20 181 18 17 17 16 18 - 1 - OTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 160 1701170 1491170 1341170 1181141 92 ' 92 761 76 63163 44,44 36136 32132 2424 19. 19 15115 -1- _t 1 Rabat PE Structural RE. Vertical Mull Mull Length Opening Widf{t Horizontal Mull .1-- Opening INf¢ih f- Mull Length —' Multiple Mulled Units Mull Length Opening Width sailteWitb thoThrldt isapfrAteepresoon 0',05 BY >� aria r tot TO BE USED ONLY W1TH PGT INDUSTRIES PRODUCTS Ks A Nam id rta Roistonin F.K. polo /04 A — Arm WOTAnore T "' P.J.R /28/00 PRESSURE CHARTS 7" HEAVY WALL MULLION 1070 TECHNOLOGY oink' P.o. sox tees 201(0m4 R. 34275 128 Nowa FL 34274 saw/roar MULLS NTS Sheet C 5of 6j 6621 Row A 1x2.75x.650 314 Anchors 50 60 70 42 170170 170170 170170 48 1701170 1601170 1481169 166 1170143169 1361156 • 54 1521170 1351155 124) 142 60 1331152 1171134 108.122 o 63 1251143 1101126 991114 z 68 1181135 1031118 93 1107 72 1061108 92192 8181 a 76 91 '91 77177 68.68 78 84 ' 84 7111_71 6363 84 67 167 57 1.57 50 150 A 90 54 154' 46146 40140 a 96 44144 38138 33133 108 31131 2626 23 123 .111 29.29 24124 21 121 144 i 1 , - OPENING WIDTH IN INCHES 80 90 100 110 120 130 lx4x.375 416 Anchors 50 60 70 80 90 421701170 17011170 17011 170 1701170 1701170 4 48 1701170 1701170 170 170 1701170 170 170 50.6251701170 1701 170 1701170 1701170 170.170 e 541701170 1701170 1701170 1691170 1621170 x 60 170.170 1701170 1541170 1431170 1361170 z 63 1701170 1591-170 1441170 1331170 1261170 z 86 1701170 1501170 1351170 125,170 1171166 72 1541170 13411701201185 110 148 1031136 a 76 144 170 1251160 1121140 102 126 951116 m 78 1401170 1211148 1081129 99 116 921106 8412811381111117 981102 90 92 83183 . 1. 1 t I 90 1121112 95195 82:82 7 4 7 4 67 167 a 98 92 192 78178 87167 60 60 54154 108 64 : 64 54 • 54 47147 42 42 37 ; 37 111 59159 50150 43143 38 38 34134 144 27127 22122 19 j 19 17 17 151 15 1701170 1701170 1411161 1381158 129'148125!143 116 133 112 128 99 113 94 107 921105 87 X99 86197 81 90 73 173 67 67 61 161 56 56 56 58 51 51 44144 40 40 36136 32 32 29129 26 26 20120 18 18 18.1 18 17 17 1701170 137 157 123'1141 1091125 90 1103 83195 77 185 6363 52152 48148 37137 30130 2424 17117 15115 170 � 170 1371157 1231141 1081124 681101 81 193 75 182 60 60 49 45 35 49 45 35 1701170 137,157 123,1141 1081124 881100 80191 28 28 23 23 15115 73'80 58158 47147 43143 33133 26126 21121 1701170 1701157 1541141 1081124 881100 80. 91 73 56 46 42 32 79 56 46 42 32 25.25 20 20 160 1701170 1701157 1231141 1081124 881100 80 191 73 179 58.56 45145 40140 3U,30 23 23 18 18 OPENING WIDTH IN INCHES 100 110 120 130 160 170 1 170 1701170 1701170 1581170 1311170 121'170 1121156 98 1127 901108 87199 77177 62162 50 34 50 1701170 170 170 1701170 1701 170 1701170 170 170 1701170 1701170 1701170 170 170 1701170 1701170 1571170 157 170 157 1170 157;170 128'170 127 170 1271170 1271170 1171169 116 166 1161165 1161165 1081150 106 145 1051144 1051144 941120 91 115 891112 881111 86 1102 83 98 81 195 79193 83 ' 93 80 89 ' 78 1 87 75 184 73 ' 69 69 66 , 66 62162 58 54 54 52 52 48148 47 44 i 44 42 42 38-I 38 32 30130 28 28 25125 2929 27 127 26 26 2323 34 31 31 73 58 47 32 NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 Vertical Mull Mull Length k,Opening_A Width Horizontal Mull Opening V1 th Mull Length Multiple Mulled Units asgamplying wUbWe bithibeCede AtegfesscolOS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Pi 7/3/04 Child 41 ro Weems A NOTATION F.J.P. 4/28/00 PRESSURE CHARTS • 1" HEAVY WALL MULLION 1070 1EOHN0LOOY ARVE P.O. BOX 1529 NOXOMIS. FL 34275 KOKO" FL 34274 ssilismoast MULLS NTS shat 608 » 6621 M IA M BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DAD. COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, Mai it 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 AHI 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 "PW- 701" Aluminum Fixed Window- Impact APPROVAL DOCUMENT: Drawing No. 4214, titled "Aluminum Fixed Impact Window ", sheets 1 through 4 of 4, prepared by manufacturer dated 02 -16-98 and last revised on 09 -09-02, signed and sealed by Robert L.Clark, P.E., bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled 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 Co Florida, County, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 99 -0218.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 02 -0716.03 Expiration Date: October 03, 2007 Approval Date: October 03, 2002 Page 1 r• - 48" MAX. WINDOW WIDTH -- ► 45° MAX. DAYLIGHT OPENING 96° MAX. WINDOW HEIGHT 93" MAX. - DAYUGHT OPENING _ LARGE MISSILE IMPAQT WINDOWS 1.) GLAZING DETAIL: 7/16" (454) LAMINATED GLASS CONSIS77NG OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF SAFLEX PVB BY SOLUTIA OR DUPONT WITH BUTAC1TE AND 3/16" HEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS: 0" 3.) DESIGN PRESSURE RATING: SEE TABLE 1. 4.) ANCHORAGE: (SEE EMBEDMENT DETAIL SHT. 4 OF 4) MAX. 6 1/4" FROM EACH CORNER (HEAD & SILL) MAX. 6 3/4" FROM EACH CORNER (JAMBS) MAX. 0.C. AT HEAD & SILL = 17" W/ 1/4" TAPCONS ' \ MAX. O.C. AT HEAD & SILL = 13" W/ /14 SCREWS MAX 0.0. AT JAMBS = 13 1/4" W/ 1/4" TAPCONS MAX 0.0. AT JAMBS = 11 1/4" W/ 1114 SCREWS 5.) SHUI'EH REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL -1971 7.) INSTALLATION OF 1x OR 2x BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICE: COMPARATIVE ANALYSIS TABLE 1. FTL -1871 DESIGN PRESSURE RATING FOR GLASS -TYPE - 7118" LAMINATED (3/18118..090",3118"H8) WINDOW WIDTH WINDOW HEIGHT 76.000 78.000 80.000 84.000 90.000 98.E NEG P06 NEG POS NEG POS NEG POS NEG POS NEG P06 41.000 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 - , 90.0 -90.0 90.0 ^ -80.0 90.0 42,000 -90 0 90.0 -90.0 90.0 -90.0 90.0 -90.0 80.0 .90.0 90.0 -89.3 89.3 43.000 -90.0 90.0 -90.0 90.0 -90.0 90.0 - 90.0 90.0 -89.7 89.7 -88.8 88.8 44.000 - 90.0 90.0 -00.0 90.0 -90.0 90.0 -90.0 90.0 - 87.3 87.3 -84.0 84.0 45.000 - 900 90.0 -90.0 90.0 -90.0 90.0 -88.1 88.1 -882 85.2 -81.8 81.8 48.000 -90.0 90.0 -90.0 90.0 -90.0 90.0 - 88.7 88.7 - 83.3 83.3 -79.8 79.8 - 47.000 -90.0 90.0 -00.0 90.0 - 87.8 87.8 -85.2 88.2 -81.8 81.6 -77.3 77.3 • 48.000 -90.0 90.0 -87.9 87.9 -88.3 86.3 - 93.8 83.8 -79.9 79.9 -74.8 744 13 1/4" MAX. 0.C. W/ TAPCONS F 11 1/4" MAX. 0.0. W/ #14 SCREWS 6 3/4" MAX. 6 1/4° MAX. 17" MAX. 0.C. W/ TAPCONS 13° MAX. O.C. W/ 114 SCREWS F ‚7'- Robert L. Clark, P.E. hE 39712 Structural F.K. *ad sje RatK. Sy: F.K. Ris Rend By. F.K. '1,21 1070 1EC NOLOGY DRIVE NOKOWS Ft 34275 P.O. BOX 1620 NOKOYI$ FL 34274 Drown By: D.8. ELEVATION ALUMINUM FIXED IMPACT WINDOW Date: 99/02 8/13/ Roos 7110/02 5/9/02 11/6/01 ?o7�29/99 2/76/98 Revisions: F -RENSF ANCHORS SPAO00 E-R ANCHORS & ADTES EVE TEMPER OPT *visions: C ADD COMP. ANAL.TABLE *Mom B -18 & ADD EXTR. Rev6donx Agawam OZ-a716•03 Sahe/NOde- PW -701 Scaler NTS &m.* 1 a 4 4214 ITEM DESCRIPTION V. T.# QTY./LOCATION VENDOR 1 Frame Head & Sill 612241 1 ea. Alumax 2 Frame ,lambs 612242 2 Alumax 3 .688 x .500 Channel Glaz. Bead 65,33402 4 Alumax 4 Seam Sealer 6SM55W Schnee - Morehead Closed Cell Foam Tape 61308 6 #8 x 1.000 Ph. Pn. SMS 781 PQA 7 Silicon Back bedding 62899C 4 (between bead & glass) 8 "Frame Assy. screws) Stik -Il Merchants Fasteners Dow Corning VENDOR NC AF- .12241 AF -12242 AF- 53340: SM5504 1308 899 8 7/W (454) W /SOLUTIA pm INTERLAYER 1 N.A.G. 9 10 7/16' (454) W /DUPONT PVB INTERLAYER #6 x .875 Ph. FI. Self -tap 1 H.P.G. 7PWSW Bead screws. 2 1/2" from end, 20" centers Fastec .874 062 2.784 .688 O FRAME HEAD & SILL 6063 -T5 ALUM. -+-4 4-e- .312 2.784 .688 --►, .874 f -- 0 FRAME JAMB 6063 -T5 ALUM. --� .062 1— .688 1 k .500 0 GLAZING BEAD 6063 -T5 ALUM. Rend Br Dab= ReWalor F.K. 9/8/02 F —NO CHG THIS SHT Road By: Oda: Revlelone: F.K. 8/13/02 E -ADD DIM., ORIENT. F.K. Robert L. Clark. P.E. PE Structural Rid F e. DB. Dots: 7,410/02 5/9/02 Rave D—NO CHG THIS SHT Rerlsionor NO CHG THIS SHT 11/6/01 29/99 Revklecio TB & ADD EXTR. Rsvt i s: Drawn B2 D.B. 1/18/9$ VAROUCTROISED araziegoiriddlitHorlda billtalble oW2- e3 zatavIthalasrduels Midis 1070 7XCHNDLDOY omNE WOWS, Ft 34275 P.D. SOX 1529 N01c MRs, FL 34274 EXTRUSION PROFILES & B.O.M. ALUMINUM FIXED IMPACT WINDOW SeNes/YOdek. PW -701 NTS Shoat 2 of 4 Dtarfng Na 4214 Rev: 2.784 HORIZONTAL SECTION EICPM28 HEIGHT MAX. DAYLIGHT OPENING = WINDOW. HEIGHT — 3" VERTICAL SECTION 3/16" HEAT STRENGTHENED MAX. WIDTH 3/16" HEAT STRENGTHENED .090 INTERL4YER (SAFLEX BY SOLUTIA OR DUPONT W /BUTACITE) Robert PE 3977 Structural 7/16 " GLASS BITE 2.784 GLAZIIQ DETAIL; 7/16" LAMINATED GLASS' Rind e, Dam Rertetom F.K. 9 9/02, F—NO CND THIS Siff Red F.K. Read 9y: Rimed By: . F.K. Rood 8r: F.K. Neon By: D.B. 8/13/68 RalsIono E INI ERL, & DESIG. 7/10/07 Dram a, 0.8. 5/9J02 26/98 RsvlNObN' D- REMOVE TEMPER OPT RevItionso ADD TEMPERED GLASS TB & GLAZING DET.. Reviskaw reeascrismseo as wW awasseta: az -o r 037- 1070 =SINOLOGY DRIVE NOKOMIS, FL 54275 P.D. BOX 1529 NDKDAIIS FL 54274 SECTIONS & GLAZING: DETAIL . ALUMINUM FIXED IMPACT WINDOW somoriode PW -701 Sedre: NrS Stott: Oraw 4 Nw 4214 Raw F 1 /4 " TAPCON (SEE NOTE 1) 1 1/4" MIN. 4 #14 PANHEAD 1/4" INSTALLATION OF 1 x WOOD MAX. BUCK TO SUBSTRATE TO BE ENGINEERED SEPARATELY TYP. HEAD. SILL JAMB NOTES; 1. USE MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. REFERENCE TEST REPORT.' FTL -1971 1/2" MIN. 1/4" MAX. TYP. HEAD. SILL JAMB A. • < • INSTALLATION OF 2 x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BLDG. OFFICIAL. Rena 9y. Data: Revisloes F.K. 9/9/02 F-1 S.'EWS TO %14 0/- Robert L Clark. P.E. PE #39712 Structural Revd tye Decor Revleo= F.K. /13/O2 E-1i9 loll AWES: F.K 7/10 /02 ;—NO qlo This 9iT Rawl Sy: Rertebnx. . F.K. 5/9/02 ADD 1/4 TAPJ0!! if NOTE Rend bye Date: Revleta s: F.K. 11/6/01 TB & NOTES D.#.2 7729/99 RmkkM: Drown D.B 2/16/99 imarciltrosSiO4 . . } !Mika 1070 LOGY !PANE' NOX�tt 34275 P.0. SOX 1529 NOKOMIS. FL 34274 ANCHORAGE ALUMINUM FIXED IMPACT WINDOW sorbs /ModeC PW -701 NTS of 4 OrowIns NO. 4214 F MIAMI• A,pE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 MIAMI -DADE COUNTY, FLORIDA Mt. 1'KO -DARE FLAGLER 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 m 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 "HS 710" Aluminum Horizontal Sliding Window - Impact Resistant APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window", sheets 1 through 4 of 4, prepared, signed sealed by Robert L. Clark, P.E., dated 5/22/02 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 # 99- 0204.03 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02-0305.02 Expiration Date: May 20, 2007 Approval Date: June 27, 2002 Page I LARGE MISSILE IMPACT WINDOWS 1. GLAZING OPTIONS: ALSO SEE TABLE BELOW AND GLAZING DETAILS SHT. 2. 5/16" (.350) LAMINATED USING MONSANTO SAFLEX PV8 OR DUPONT W/ BUTACFTE INTERLAYER BETWEEN (2) LITES OF: A. 1/8 ANNEALED GLASS B. 1/8 HEAT STRENGTHENED GLASS 2. CONFIGURATIONS: X0 or OX 3. DESIGN PRESSURE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE & GLASS TABLES ASTM E 1300 -98. B. POSFRVE DESIGN LOADS BASED ON WATER TEST PRESSURE & GLASS TABLES ASTM E 1300 -98. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS & PER SHT 3 HEAD & MAX. 6" FROM CORNERS. MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 15" SPACING. MAX. 6" FROM CORNERS. MAX. 12 1/2" SPACING. 5. SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED. 6. REFERENCE TEST REPORT: FTL -1969 74" MAX WIDTH 33 5/8" MAX 33 5/8" MAX — DAYLIGHT -- -- DAYLIGHT — OPENING OPENING 1 1 58 /4" MAX FIXED LITE DAYUGHT — OPENING 63" MAX HEIGHT 0 ITEM DESCRIPTION V.T. QTY. /LOCATION VENDOR VENDOR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 FLANGE FRAME JAMB (Alum. 6063 —T5) 612225 2 FIXED MEETING RAIL (Alum. 6063—T5) 612228 1 SASH MEETING RAIL (Alum. 6063—T5) 612229 1 SASH SIDE RAIL (Alum. 6063 —T5) _612230 1 GLAZING BEAD (Alum. 6063 —T5) 6534571 8 WINDLOAD ADAPTER (Alum. 6063 —T5) 612236 1 (® midspan of frame sill) FLANGE FRAME HEAD (/Alum. 6063 —T5) 612237 1 FLANGE FRAME SILL (Alum. 6063 —T5) 612238 1 FRAME SILL ADAPTER (Alum. 6063—T5) 612239 1 SASH TOP /BOT. RAIL (Alum. 6063—T5) 612240 2 SCREEN RETAINER (Alum. 6063 —T5) 6532377 1 5/16" (.350) LAMINATED USING (2) 1/8" ANNEALED GLASS 5/18" (.350) LAMINATED USING (2) 1/8" HEAT STRENGTHENED GLASS ANTI —UFT CHANNEL (Alum 6063 —T5) 612244 1 0 midspan of vent) 10 x 1.000 Ph. Fi. SMS 710X1 4 Windload Adapter screws) WEATHERSTRIP. THIN WALL BULB VINYL 6 x 1.000 PH. PAN SMS 76X1PPA 2 for anti —lift channel 6TP247 8 1 per Glazing Bead 7856A 2 Sweep Latch screws 4 when using 2 Sweep Latches) 18 19 #8 x 1.000 PHIL. P.H. SMS 20 SWEEP LATCH 1 WEEP HOUSING 2 WEEP FLAP 23 ROLLER HOUSING 24 BRASS WHEELS 25 WEATHERSTRIP — PIL FINSEAL 26 SILICON WEATHERSTRIP,2ULB VINYL 57° MAX VENT DAYLIGHT OPENING -nrF --111∎ - X 1 t 8° MAX '�— 4" MAX SEE NOTE 4 ON MEETING RAIL ANCHORAGE ELEVATION 781 PQA 22 (Frame /Vent asst'. screws) 71096 1 11.5" from ends —vent mtg. rail) MINIATURE DIE CASTING 2 if height is >= 42" 70250 3 1 ®midspan /2 1/4 from ends) MASTER TOOL 70251 3 1 ®midspan /2 1/4" from ends) MASTER TOOL 2 0 ea. end of vent to rail STER TOOL 7BRWHL2 4 2 per Roller Housing VINYL— TECH /P.G.T. 61062W 2 event top /bot roils & mta. rail) SCHLEGEL CORP. 62899 ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX AF -12225 AF -12228 AF -12229 AF -12230 AF- 534571 AF -12236 ALUMAX AF -12237 ALUMAX AF -12238 ALUMAX ALUMAX ALUMAX AF -12239 AF -12240 AF- 532377 ALUMAX AF -12244 FASTEC MERCHANTS FASTENER TEAM PLASTICS TP -247 MERCHANTS FASTENER MERCHANTS FASTENER DOW CORNING PGT.214.XX 7 —M10 -250 7 —M10 -251 70312 FS7826 -187 899 6TP249 1 (0 vent Jamb roil) DESIGN PRESSURE RATING: -75 P.S.F +66.7 P.S.F. GLASS TYPE A OR B DETERMINATION (SEE NOTE 1) WINDOW WIDTH WINDOW HEIGHT 26.000 38.375 44.000 50.625 63.000 26.500 A A A A A 37.000 A A A A A 44.000 A A A A 0 53.125 A A B B B 63.000 A B B B B 74.000 A B B B B .i'1GZ�Z. Rohe11 // L Clark, RE. PE #39712 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMLS, FI. 34274 Re R. � Bx D.B. 26/98 X111 5/01 TEAM PLASTICS TP -249 P.TREVISED Mt■AieFbrC • Reviskeina UPDATE RJR RENEWAL C NO CHG THIS Siff ? 29/99 1' OX ELEVATION & B.O.M. (LG. MISSILE) ALUMINUM HORIZONTAL SLIDING WINDOW Ser.m.dek sod. S7row5 pawing Na Re, HS -710 NTS 1 of 4 4112 C EXTERIOR MAX. HEIGHT ROUGH OPENING MAX. VENT DAYUGHT OPENING VERTICAL SECTION EXTERIOR 2.784 HORIZONTAL SECTION 1/2° GLASS BITE 1/8" ANNEALED GLASS --.-I .090 INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACGE) 1/8° ANNEALED GLASS -•- e emir, k ti 1 /8" HEAT _ STRENGTHENED GLASS .090 INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUfACLTE) 1/8" HEAT STRENGTHENED GLASS -. GLAZING DETAILS: 5/16" (.350) LAMINATED GLASS 1/2" GLASS BITE s-- Robert L Cark, P.E. PE #397I2 Rare (oj( Omen ey: D.B. 11/5/.01 1722/62 26/98 mnftwg ADD GLASS DETAIL ReCtipa CHG THIS SHT PRODUCT REVUE) tea gCadsa�Ms1PYr11b Aeeep6ueR. • ' `J_ 02 Obibs DsaaipROSr SECTIONS & GLAZING DETAIL 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34273 P.O. BOX 1529 NOXOMS, FL 34274 T ALUMINUM HORIZONTAL SLIDING WINDOW S t , /Made* Soots: Sliest: Wmabig Na Rea: HS -710 NTS 2 of 4 4112 C APPROVED WOOD BUCK 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) TYPICAL HEAD SECTION SUBSTRATE ANCHORING 1 1/4" MIN. 1 1/4° MAX.] SHIM 3/16° OR 1/4° TAPCON W/ #12 HD (SEE NOTE 1) APPROVED 2x WOOD BUCK 1 1/4" MIN. 1/4" MAX. SHIM #10 WOOD SCREW TYPICAL HEAD SECTION WOOD ANCHORING #10 WOOD SCREW 1/4" MAX. SHIM • 1 1/4" MIN. TYPICAL SILL SECTION SUBSTRATE ANCHOING APPROVED 2x WOOD BUCK 3/18" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) 1/4" MAX. ISHIM APPROVED WOOD BUCK NOTES: 1 1/4' MIN, 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. REFERENCE TEST REPORT: FTL -1969 /4" MIN. 1/4" MAX. SHIM 1 1/4" MIN. TYPICAL JAMB SECTION SUBSTRATE ANCHORING #10 W000 SCREW APPROVED 2x WOOD BUCK TYPICAL JAMB SECTION WOOD ANCHORING TYPICAL SILL SECTION WOOD ANCHORING Robert L. Clark, P.6 PE 534712 Cwm�mt FK. 11/5/01 APDU � Fit W722/02 VPCON DES1C. Dram EP: D.B. 26/98 ANCHORAGE PIWDIJCrREVISED estamPb9NImMkdoiloills BuldbgCode Agogronw " 02 ¢spinnoe 0* zitz7G } 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O, 80X 1529 NOKOMIS, FL 34274 ALUMINUM HORIZONTAL SLIDING WINDOW Some/melee HS -710 Stake Sheet NTS 3 o+ 4 Donee No. 4112 Rev. C -+-j I-4— .705 .062 2.784 L --� 1-e— .737 Q FLANGE FRAME JAMB 6063 -T5 ALUM. 1.057 --j .050 — .678 t ® 5/16" GLAZING BEAD 1.187 I .062 2.074 ® FRAME SILL ADAPTER 6063 -T5 ALUM. REFERENCE TEST REPORT: FTL -1969 0 FIXED MEETING RAIL 6063 -T5 ALUM. .062 A]: .723 -- .688 0°I I © WIND LOAD ADAPTER 6063 -T5 ALUM. 1.349 062 3 1.183 i l 10 SASH TOP & BOTTOM RAIL 6063 -T5 ALUM. 1 .062 1.187 1.081 -H 0 SASH MEETING RAIL 6063 -T5 ALUM. .062 T. 1.373 1.273 0 FLANGE FRAME HEAD 6063-T5 ALUM. 0 SASH SIDE RAIL 6063 -T5 ALUM. .062 -- -'4-"— 2.094 1.122 T-1-• 2.710 -•-i ® FLANGE FRAME SILL 6063 -T5 ALUM. a7A Robe CLork, EE. ,T U5IRIIES PRODUCT eta° Division EXTRUSION PROFILES 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 P.O. 80K 1828 NOKOMIS, FL 34274 Titles ALUMINUM HORIZONTAL SLIDING WINDOW Sertu/1hdet Saute: Dro.Frg Ne. Rsr. HS -710 LNTS 4 of 4 4112 C MHOM hDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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 NOTICE OF ACCEPTANCE (NOA) Pella Corporation 102 Main Street Pella, IA 50219 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 Hoard of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHI). 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 ART (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: Aluminum Clad Wood Awning Window APPROVAL DOCUMENT: Drawing No. 1249, titled "Aluminum Clad Wood Impact Awning Window", sheets 1 and 2 of 2, dated 08/13103, prepared by W. W. Schaefer Engineering & Consulting, P.A., signed and sealed by Warren W. Schaefer, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miiami 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 mane 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. N isuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the. manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Y 11OA No 03- 0912.01 Expiration Date: December 25, 2008 Approval Date: December 25, 2003 Page 1 Pella Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS • 1. Manufacturer's die drawings and sections. 2. Drawing No. 1249, titled "Aluminum Clad Wood Impact Awning Windows ", sheets 1 and 2 of 2, dated 08/13/03, prepared by W. W. Schaefer Engineering & Consulting, P.A., signed and sealed by Warren W. Schaefer, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per ASTM E -238 2) Uniform Static Air Pressure Test, Loading per PA 202. 3) Water Resistance Test, per ASTM E547/E331 4) Forced Entry Test, per AAMA 1302.5 5) Large Missile Impact and Cyclic Test per PA 201 (4.k 203 along with marked -up drawings and installation diagram of an aluminum clad wood awning window, prepared by Stork Twin City Testing Corporation, Test Report No. STCT - 180 -6495, dated 06/09/03, signed and sealed by Derrick J. Swanson, P.E. (Submitted under File # 02- 1021.04 and used for reference only) 2. Test reports on 1) Air Infiltration Test, per ASTM E -238 2) Uniform Static Air Pressure Test, Loading per PA 202. 3) Water Resistance Test, per ASTM E547/E331 4) Forced Entry Test, per AAMA 1302.5 5) Large Missile Impact and Cyclic Test per PA 201 & 203 along with marked -up drawings and installation diagram of an aluminum clad wood vent casement window, prepared by American Test Lab of South Florida, Test Report No. ATL- 01213.05, dated 4/28/99, signed and sealed by William R. Mehner, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with marked -up drawings and installation diagram of an aluminum clad wood vent casement window, prepared by Architechtural Testing Inc., Test Report No. ATI -02- 34530.01, dated 07/31/02, signed and sealed by Steven M. Urich, F.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, dated 08/12/03, prepared by W. W. Schaefer Engineering & Consulting, P.A., signed and sealed by Warren W. Schaefer, P.E. Complies with ASTM E1300 -98. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance 0 ` ce (BCCO). E -1 —IT Product Controll7Tri u . r NOA No 03-0912.01 Expiration Date: December 25, 2008 Approval Date: December 25, 2003 Pella Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to E.I. DuPont DeNemours for "Sentry Glass (R) Plus" dated 01/14/02, expiring on 01/14/07. F. STATEMENTS 1. Letter from W. W. Schaefer Engineering & Consulting, P.A, dated 10/14/02, requesting an upgrade, submitting test performed and reducing the jamb fastening spacing, signed and sealed by Warren W. Schaefer, P.E. 2. Statement letter of conformance, dated August 29, 2003, signed and sealed by Warren W. Schaefer, P.E. • 3. Statement letter of no financial interest, dated August 29, 2003, signed and sealed by Warren W. Schaefer, P.E. G. OTHER 1. Notice of Acceptance No. 02- 1021.04, issued to Pella Corporation for their "Aluminum Clad Wood Casement Window," approved on 8/14/03 and expiring on 9/16/07. AtIL E -2 Product Control NOA No 03.09 Expiration Date: December 25, 2008 Approval Date: December 25, 2003 53° MAX. FRAME WIDTH (F.W.) TYP. FRAME SCREW AS SHOWN. SEE °FRAME ANCHOR REQUIREMENTS TABLE° ON THIS SHEET FOR SHEAR SCREW REQUIREMENTS. I1 E HINGE REQUIREMENTS FRAME WIDTH NO. OF HINGES (F.W.) REQUIRED OVER 41" 3 41° & LESS 2 1. APPLICABLE FOR 4° & 8° HINGES. 2. 4° & 8' HINGES CAN BE MIXED ON ONE WINDOW. 3. LEFT & RIGHT HINGE LOCATIONS = 3.25" FROM FRAME SIDE EDGE TO HINGE EDGE. 1. THESE WINDOW SYSTEMS HAVE BEEN TESTED, ANALYZED AND APPROVED P06 DES" PRESSURES NOT TO EXCEED 16056 SHOWN M THE AUDM'A&E DESIGN tom" TARO). 2. SUCICIN0. 0606605 & BUCSINO FASTENERS MUST BE PROPERLY D & INSTALLED TO TRANSFER 2110 LOADS TO THE STRUCTURE. 3. ALL HARDWARE & FASTED 916 BE B4 ACCORDANCE WO THESE & 166Y NOT VARY MESS S Lj.Y•MENI1ONED ON THE DRAWINGS. 4. THE DETNLS & SPECIFICATIONS SHOWN 1�I REPRESENT THE PRODUCTS TESTED & PROPOSED FOR WATER. AW, IMPACT. 666610 & =FORM STA71C AM P1 TESTING M CONFORMANCE SDI 616206 SEAM CODE PROTOCOLS TAS -EDT. 202 & 203 FOR LARGE IMPACT MOWS. 5. THESE 65460E SYSTEMS HAVE BEEN D M ACCORDANCE TOTH 1146 FLOROIA BU ONO CODE (F.B.C.). 6. IMPACT 5i11TTEm ARE NOT REOUOR60 1616 18656 WIDOWS. T. AU. ANCHORS SHALT. BE METALLED ASS ON THESE 0RAWINCS SPECIFIED EMBEDMENT TO BASE MATERIAL SMALL BE BEYOND WALL FMAH OR STUCCO. IMAM FINGER 4OIBED. mow CUT & SECURED WITH (3) 1/2° x 2 1/4° x 18 OA STAPLES PER CORNER AIMEE& MIMED AND SECURED WITH T PER CORNER KEY BUM. 7 6PE & (2) 60. 10 x V -0667, MORTISE & TENOR, GLUED & TRH 1 BRIM) NAL PER CORNER 716514 CLAD; MITERED & SNAP FITTED OVER WOOD FRAME ALLOWABLE DESIGN PRESSURE FRAM HEIGHT POSIflVE NEGATIVE OVER 25° 70 PSF 70 PSF 25° & LESS 75 PS'F' 80 PSF FRAME ANCHOR RE�UU MENTS TABLE OPENING TYPE JAMB TO MINIMUM MINIMUM (SUBSTRATE) FASTENER TYPE EMBED 2006 DISI: 2x- WOOD FRAME OR BUCK NO. 10 SMS SCREW 1 1/4° 3/4° CMU / CONCRETE O) 3 /l8° 4 ONfSETE 562611 1 1/4° r tO CONCRETE SCREWS SHALL BE ELCO OR RR RAMSET/RED HEAD TAPCONS HILTI KWTK —CON I OR POWERS RAWL TAPPER (HARDENED STEEL OR S S.j. *ANCHOR NOTE: FRAME MAY BE EITHER DIM ti10UNTE0 TO THE OPENING, MOUNTED ONTO A CONTINUOUS WOOD SPACER OR ANCHORED TO A MIL 2x4 N O. 3 SOUTHERN PINE WOOD BUCK. WHEN ANCHORED TO A 2x4 BUCK, NO. 10 SHEAR SCREWS SHNJ. BE USED. WHEN O(CT MOUNTED OR MOUNTED WITH SPACER, 3/18' CONCRETE SCREW SHALL BE USED. SEE °ANCHOR REQUIREMENTS TABLE' FOR EMBED ITS. LOCK ASSEMBLY 2 PER WINDOW T FRAME ANCHOR (SEE ELEVATION) IN. 2X4 P.T. BUCK & BUCK ATTACHMENT BY OTHERS FRAME WIDTH (F.W.) —+- MIN. 2X4 P.T. BUCK & BUCK ATTACHMENT BY OTHERS FRAME ANCHOR (SEE ELEVATION) •; SEE GAZING DETAIL ON THIS SHEET © m o � I I iWiti ° of a��ll 1/4" MAX. SHIM BUCK & BUC ' ATTACHMENT.BK Y FRAME ANCHOR OTHERS SECTION ref (SEE ELEVATION) SCALE: 1/2 FULL PART REM DESCRIPTION MANUFACTURER /NOTES PARTS NEVI © EMI= 3580 37B7 33BF 3004 6 4202 JAMB SASH SILL STOP HEAD & SIDE STOP FRAME COVER SASH COVER SASH STIFFENER * WOOD * WOOD • WOOD * W000 6063 —T6 ALUMINUM 3003 —H14 ALUMINUM 6063 —T6 ALUMINUM HARDWARE Mill IEEE INEMEITEll 2ABA 68AR 16 16BF 5087 INTEGRATED EGRESS ROTO OPERATOR 4 STAINLESS STEEL BUTT HINGE 8' STAINLESS STEEL BUTT HIDE OPERATOR CRANK AT SILL CENTER STAINLESS STEEL SASH STRIKE AS REQUIRED TO OPERATE WINDOW PELLA PELLA PELIA AS REQUIRED TO OPERATE WINDOW AND SEALANTS 20 76Q3 75R0 WEATHERSTRIP RAINSTRIP PVC PVC MISC. FASTENERS 26 o° SECTION 30 1 3 8° RING SHANK NAIL NO. 8X1 "S.5.FHSCREW 6 X 3 4" S.S. FH SCREW ;8 X 1 1 2' S.S. FH SCREW 3 18° X .540 POP RIVET ,'6 X 3 4° S.S. FH SCREW 4" FROM CORNERS & 6° — 8° 0.0. 4.25° FROM ENDS & 7° MAX. 0.C. 12 PER HINGE LEAF 2 PER SASH STRIKE 8 PER HINGE 8 PER HINGE LEAF * WOOD USED WON ItJL UNITS WAS SELECT WESTERN PINE. ALTERNATE WOOD SPECIES TO BE APPUCABLE WITH THESE WINDOWS S MIN. SELECT MAHOGANY, PONDEROSA PINE, SOUTHERN PINE, OAK, CHERRY, MAPLE, DOUGLAS FIR & CYPRESS. SCALE: 1/2 FULL 1.250 1.625 ONTINUOUS WOOD MEMBER LESS IN • SIZE THAN A 2x_. BUCK TO BE MIN. DEPTH 3 1/2° 3.984 DOW CORNING 899 SILICONE L l 1.103 L1.920 --IJ °SILL STOP r 0.361 0.69" MIN. GLASS 0.023 HOT MELT ADHESIVE BY JOWAT TYP. GLAZING DETAIL OPTIONAL DIRECT MOUNT DETAIL, FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS (HEAD SECTION SHOWN, SIDES AND SILL SIMILAR) fur-E.4161 G2 CONSULTING GROUP ,INC ROBERT T. GARCIA, P.E 9725 S.W. 4TH TERR., Miami, Florida 33174 PH(786)2940032; FAX (786)2940032 Lic #51370, CA 25882 BY: RG DATE: 10/11/04 SUBJECT: TROTTA RES SHEET NO. 1 OF 17 CHECK BY: RG DATE: 10/11/04 MIAMI SHORES, FLORIDA JOB NO: 2001 CALCULATION TITLE SHEET Job Name: TROTTA RES Client: Mr. TROTTA Job: 1665 NE 104th STREET MIAMI SHORES ,FL Job Type: RESIDENTIAL Building Code: .F.B.C.- 2001- Edition Building Dept: MIAMI SHORES CITY ,COPY �Oi z9 9 to V 1.0 -20 -2004 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 19 2:03:36 AM Licensed to: G2 CONSULTING GROUP,INC, MIAMI, FL BEAM SHEAR REQUIREMENTS (kips,sq.in. /in.,ft.) ************** **** * *** *** ***** *** ************ NOTE — Allowable shear stress in beams = 109.54 psi (see "CODE "). BEAM LEFT SIDE I-- FRACTIONAL DIST. ALONG SPAN -I RIGHT SIDE LEFT SPAN PATT. Vu @d Av /s Av /s Av /s Av /s Av /s Av /s Vu @d Vc/2. NO. NO. SHEAR @d .175 .375 .625 .825 @d SHEAR DIST. 1 * * Span length equal to column size or zero * * 2 4 20.8 .011 .010* .000 .010* .010* .011 -20.4 3.90 3 4 14.0 .010* .000+ .010* .000 .000+ .000 1.7 5.94 3 1 10.4 .010* .000+ .010* .000 .000+ .000 -.7 5.94 4 * * Span length equal to column size or zero NOTES: 1.) To obtain stirrup spacing, divide stirrup area by Av /s value above. 2.) To obtain stirrup area, multiply spacing by Av /s value. 3.) Local effects due to loadings applied at other segments along beam span must be calculated manually. 4.) Symbols following Av /s values: * - Code required minimum shear reinforcement. x - Vs exceeds 2 *Vc, maximum stirrup spacing must be halved. + - Av /s value at segment located within effective depth. ! - Vs exceeds 4 *Vc, section geometry has to be redesigned. 1'0 -20 -2004 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 22 2:03:36 AM Licensed to: G2 CONSULTING GROUP,INC, MIAMI, FL NEGATIVE REINFORCEMENT * B E A M COLUMN *PATT *LOCATION * TOTAL * TOP STEEL * BOTTOM STEEL NUMBER* NO.* @COL FACE* DESIGN * AREA WIDTH * AREA WIDTH * (ft-k) * (sq.in) (in) * (sq.in) (in) 1** 0 ** .0 .74 8.0 2 4 11 R 72.3 1.41 8.0 3 3 L11 -.4 .74 8.0 * * * * - No doubly reinforced section is required. ** - Positive reinforcement required, compute manually. POSITIVE REINFORCEMENT ************* **** **************** ******* * * ** * B E A M SPAN *PATT *LOCATION * TOTAL * BOTTOM STEEL * TOP STEEL NUMBER* NO. *FROM LEFT* DESIGN * AREA WIDTH * AREA WIDTH (ft) * (ft-k) * (sq.in) (in) * (sq.in) (in) 2 4 4.8 70.1 1.56 8.0 3** 1 8.0 5.4 .66 8.0 * * - No doubly reinforced section is required. ** - Negative reinforcement required, compute manually. NOTE: Beam reinforcement areas are based on one layer. 1'0-20 -2004 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 27 2:03:36 AM Licensed to: G2 CONSULTING GROUP,INC, MIAMI, FL L DEFLECTION ANALYSIS NOTES—Spans 1 and 4 are cantilevers. —Time- dependent deflections are in addition to those shown and must be computed as a multiplier of the dead Ioad(DL) deflection. See "CODE" for range of multipliers. — Deflections due to concentrated or partial Toads may be larger at the point of application than those shown at the centerline. — Modulus of elasticity of concrete, Ec = 3321. ksi * * COLUMN STRIP *MIDDLE STRIP * DEAD * DEFLECTION DUE TO: * DEFLECTION DUE TO: SPAN * LOAD NUMBER * leff. * DEAD * LIVE * TOTAL * DEAD * LIVE * TOTAL * * (inA4) * (in) * (in) * (in) * (in) * (in) * (in) * 1 5333. -.007 -.005 -.012 Not a p p l i c a b l e 2 3525. .095 .102 .197 Not applicable 3 4978. -.010 -.007 -.017 Not applicable 4 5333. .001 .001 .002 Not applicable QUANTITY ESTIMATES TOTAL QUANTITIES * ******* ****** CONCRETE .... 1.2 cu.yd FORMWORK .... 134. sq.ft REINFORCEMENT .... (COMPUTE MANUALLY) * Program completed as requested * 10- 14-2004 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 2 4:45:13 PM Licensed to: G2 CONSULTING GROUP,INC, MIAMI, FL FILE NAME C: \PROGRA- 1\ADOSS \DATA \TROTTA2.ADS PROJECT ID. trotta res SPAN ID. exist.gbm2 ENGINEER rg DATE 10/14/20 TIME 11:59:39 UNITS U.S. in-lb CODE ACI318 -95 SLAB SYSTEM CONTINUOUS BEAM FRAME LOCATION INTERIOR DESIGN METHOD STRENGTH DESIGN NUMBER OF SPANS 3 CONCRETE FACTORS SLABS BEAMS COLUMNS DENSITY(pcf ) 150.00 150.00 150.00 TYPE NORMAL WGT NORMAL WGT NORMAL WGT fc (ksi) 3.00 3.00 3.00 density factor 1.00 1.00 1.00 fr (psi) 410.80 410.80 410.80 REINFORCEMENT DETAILS: NON - PRESTRESSED YIELD STRENGTH (flexural) Fy = 40.00 ksi YIELD STRENGTH (stirrups) Fyv = 40.00 ksi DISTANCE TO RF CENTER FROM TENSION FACE: AT BEAM TOP = 1.50 in OUTER LAYER AT BEAM BOTTOM = 3.50 in FLEXURAL BAR SIZES: MINIMUM l MAXIMUM AT BEAM TOP = # 4 #14 AT BEAM BOTTOM = # 4 #14 MINIMUM SPACING: IN BEAM= 1.00 in 10-14 -2004 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 3 4:45:13 PM Licensed to: G2 CONSULTING GROUP,INC, MIAMI, FL 4 SPAN /LOADING DATA *** * * * * *** * ****** SPAN (LENGTH Tslab 1 WIDTH L2 * **1 SLAB 1 DESIGN COLUMN 1 UNIFORM LOADS I NUMBER( L1 1 LEFT RIGHT I SYSTEM !STRIP STRIP**, S. DL LIVE 1 1 (ft) (in) 1 (ft) (ft) 1 1 (ft) (ft) I(psf ) (psf )I 1 1 1 1 1 1 1 1 1 1 1 1* 1 .5 .01 .3 .3 1 5 1 .7 .71 .0 .01 2 1 20.0 .01 .3 .3 1 5 1 .7 .71 .0 .01 3* 1 .5 .01 .3 .3 1 5 1 .7 .71 .0 .0 1 -1 1 1 1 * - Indicates cantilever span information. "-Strip width used for positive flexure. *** -L2 widths are 1/2 dist. to transverse column. "E "- Indicates exterior strip. PARTIAL LOADING DATA **** *** * ****** SPAN'ILOADITYPEI PARTIAL DEAD LOADS ILOADITYPEI PARTIAL LIVE LOADS 1 No.1 No.l 1 Wa Wb La Lb 1 No.l 1 Wa Wb La Lb 1 1 1 1 1 1 1 111 111 1 1 *1 1 1 1 1 1 I 2 1 1 IUNIFI 420.0 .0 .0 2.81 1 IUNIFI 80.0 .0 .0 2.81 21 2 IUNIFI 1000.0 .0 2.8 5.71 2 IUNIFI 140.0 .0 2.8 5.71 21 3 IUNIFI 1000.0 .0 5.7 10.31 3 IUNIFI 140.0 .0 5.7 10.31 21 4 IUNIFI 420.0 .0 10.3 20.01 4 IUNIFI 80.0 .0 10.3 20.01 2 1 5 ICONCI 8.0 .0 5.7 .01 5 ICONCI 6.8 .0 5.7 .01 3 *I 1 1 1 1 1 1 -1 1 1 1 -1 1 I * - Indicates cantilever span information. UNITS FOR: UNIFORM LOAD: Wa plf La & Lb... ft CONCENTRATED LOAD: Wa kips La ft TRAPEZOIDAL LOAD: Wa & Wb..plf La & Lb... ft MOMENT: Wa ft-k La ft NOTE: Local effects of partial loadings are NOT considered by ADOSS, compute manually. T0-14-2004 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 4 4:45:13 PM Licensed to: G2 CONSULTING GROUP,INC, MIAMI, FL BEAMS ALONG SPAN DATA SPAN 1 BEAM 1 BEAM DEPTHS 1 HAUNCH LENGTHS 1 NUMBER' WIDTH 1 LEFT CENTER RIGHT 1 LEFT RIGHT 1 1 (in) 1 (in) (in) (in) 1 (ft) (ft) 1 I 1 1 1 1 1 1 1 1 1 8.01 26.0 26.0 26.01 .0 .0 1 2 1 8.01 26.0 26.0 26.01 .0 .01 3 I 8.01 26.0 26.0 26.01 .0 .01 f0 -14 -2004 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 5 4:45:13 PM Licensed to: G2 CONSULTING GROUP,INC, MIAMI, FL COLUMN/TORSIONAL DATA * * *** ********* *** * * ** COLUMN 1 COLUMN ABOVE SLAB 1 COLUMN BELOW SLAB 1 CAPITAL** (COLUMN MIDDLEI NUMBER 1 01 C2 HGT 1 01 C2 HGT IEXTEN. DEPTHISTRIP* STRIP *I I (In) (in) (ft) I (in) (in) (ft) I (In) (in)1(ft) (ft) 1 1 1 1 1 1 1 1 1 1 1 1 .0 .0 .01 12.0 12.0 10.0 1 .0 .0 I .7 .0 1 2 1 .0 .0 .0 1 12.0 12.0 10.01 .0 .0 I .7 .01 I I I I 1 Columns with zero "C2" are round columns. * -Strip width used for negative flexure. * *- Capital extension distance measured from face of column. COLUMN 1 SUPPORT 1 NUMBER 1 FIXITY* 1 1 % I 1 1 1 1 1 0% 1 2 1 0% 1 1 * - Support fixity of 0% denotes pinned condition. Support fixity of 999% denotes fixed end condition. TO-14-2004 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 6 4:45:13 PM Licensed to: G2 CONSULTING GROUP,INC, MIAMI, FL LATERAL LOAD /OUTPUT DATA ** * * ***** * * * * *** * *** * * ** LATERAL LOADS ARE NOT SPECIFIED OUTPUT DATA PATTERN LOADINGS: 1 THRU 4 PATTERN LIVE LOAD FACTOR (1 -3) = 75% LOAD FACTORS: U = 1.40 *D + 1.70 *L U = .75( 1.40 *D + 1.70 *L + 1.70*W) U = .90 *D + 1.30*W OUTPUT OPTION(S): Input Echo Column Service Load Table Centerline Moments and Shears Column Strip Distribution Fac Shear Table Reinforcing Required Deflections **TOTAL UNFACTORED DEAD LOAD= 24.831 kips LIVE LOAD = 8.840 kips tO -14 -2004 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 7 4:45:13 PM Licensed to: G2 CONSULTING GROUP,INC, MIAMI, FL a SERVICE LOAD TABLE FOR INPUT TO PCACOL SLENDER COLUMN DESIGN *, * * **,*,* * * * * *** * * ** * ******k,******, ******,** * * *** *** ** COLUMN NUMBER 1 AXIAL LOAD MOMENT AT MOMENT AT (kips) TOP (ft-k) BOT (ft -k) LOAD PTRN 1 DEAD 15.0 .0 .0 LIVE 4.5 .0 .0 LATL .0 .0 .0 LOAD PTRN 2 DEAD 15.0 .0 .0 LIVE .0 .0 .0 LATL .0 .0 .0 LOAD PTRN 3 DEAD 15.0 .0 .0 LIVE 4.5 .0 .0 LATL .0 .0 .0 LOAD PTRN 4 DEAD 15.0 .0 .0 LIVE 6.0 .0 .0 LATL .0 .0 .0 COLUMN NUMBER 2 AXIAL LOAD MOMENT AT MOMENT AT (kips) TOP (ft -k) BOT (ft-k) LOAD PTRN 1 DEAD 9.9 .0 .0 LIVE 2.1 .0 .0 LATL .0 .0 .0 LOAD PTRN 2 DEAD 9.9 .0 .0 LIVE .0 .0 .0 LATL .0 .0 .0 LOAD PTRN 3 DEAD 9.9 .0 .0 LIVE 2.1 .0 .0 LATL .0 .0 .0 LOAD PTRN 4 DEAD 9.9 .0 .0 LIVE 2.8 .0 .0 LATL .0 .0 .0 NOTE: Add dead, live and lateral axial loads as appropriate. Top moments are those at joint bottom. Bottom moments are those at joint top. Moments are positive when counter - clockwise. Axial forces positive when compressive. t0 -14 -2004 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 8 4:45:13 PM Licensed to: G2 CONSULTING GROUP,INC, MIAMI, FL --- STATICS PRINT -OUT FOR GRAVITY LOAD ANALYSIS - JOINT MOMENTS (ft -kips) JOINT PATTERN -1 PATTERN -2 NUMBER LEFT RIGHT TOP BOTTOM LEFT RIGHT TOP BOTTOM 1 .0 .0 .0 .0 .0 .0 .0 .0 2 .0 .0 .0 .0 .0 .0 .0 .0 JOINT PATTERN -3 PATTERN -4 NUMBER LEFT RIGHT TOP BOTTOM LEFT RIGHT TOP BOTTOM 1 .0 .0 .0 .0 .0 .0 .0 .0 2 .0 .0 .0 .0 .0 .0 .0 .0 JOINT SHEARS (kips) JOINT PATTERN -1 PATTERN -2 PATTERN -3 PATTERN -4 NUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT LEFT RIGHT 1 .0 28.6 .0 20.9 .0 28.6 .0 31.2 2 -17.4 .0 -13.8 .0 -17.4 .0 -18.6 .0 1'0-14 -2004 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 9 .4:45:13 PM Licensed to: G2 CONSULTING GROUP,INC, MIAMI, FL 1 DESIGN MOMENT ENVELOPES AT CRITICAL SECTIONS FROM SUPPORTS **** *A****,* **inte****Irk********** ,* * ***** COL LOAD CROSS DESIGN DISTANCE LOAD MAX.I.P. LOAD NUM TYPE SECTN MOMENT CR.SECTN PTRN DISTANCE PTRN (ft -k) (ft) (ft) 1 TOTL LEFT TOP .0 .087 4 .500 1 BOT .0 .000 0 .000 0 RGHT TOP .0 .000 0 .000 0 BOT -15.5 .500 4 .000 0 2 TOTL LEFT TOP .0 .000 0 .000 0 BOT 9.2 .500 4 .000 0 RGHT TOP .0 .087 4 .500 1 BOT .0 .000 0 .000 0 T0-14-2004 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 10 4:45:13 PM Licensed to: G2 CONSULTING GROUP,INC, MIAMI, FL • DESIGN MOMENT ENVELOPES AT CRITICAL SECTIONS ALONG SPANS SPAN LOAD CRITICAL DESIGN LOAD MAX. I.P. LOAD MAX. I.P. LOAD NUM TYPE SECTION MOMENT PTRN DIST LEFT PTRN DIST RGHT PTRN (ft) (ft k) (ft) (ft) 2 TOTL 5.500 TOP .0 0 .000 0 .000 0 BOT 153.6 4 .000 0 .000 0 1'0 -14 -2004 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 11 ,4:45:13 PM Licensed to: G2 CONSULTING GROUP,INC, MIAMI, FL DISTRIBUTION OF DESIGN MOMENTS AT SUPPORTS COL CROSS TOTAL TOTAL -VERT COLUMN STRIP BEAM MIDDLE STRIP NUM SECTN MOMENT DIFFERENCE MOMENT MOMENT MOMENT (ft -k) (ft -k) ( %) (ft-k) ( %) (ft-k) ( %) (ft-k) (% ) 1 LEFT TOP .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) BOT .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) RGHT TOP .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) BOT -15.5 .0 ( 0) .0 ( 0) -15.5 (100) .0 ( 0) 2 LEFT TOP .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) BOT 9.2 .0 ( 0) .0 ( 0) 9.2 (100) .0 ( 0) RGHT TOP .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) BOT .0 .0( 0) .0( 0) .0( 0) .0( 0) DISTRIBUTION OF DESIGN MOMENTS IN SPANS SPAN CROSS TOTAL TOTAL -VERT COLUMN STRIP BEAM MIDDLE STRIP NUM SECTN MOMENT DIFFERENCE MOMENT MOMENT MOMENT (ft-k) (ft-k) ( %) (ft-k) ( %) (ft -k) ( %) (ft-k) (% ) 2 5.50 TOP .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) BOT 153.6 .0 ( 0) .0 ( 0) 153.6 (100) .0 ( 0) 10-14 -2004 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 12 4:45:13 PM Licensed to: G2 CONSULTING GROUP,INC, MIAMI, FL • BEAM SHEAR REQUIREMENTS (kips,sq.in. /in.,ft.) ********************************************* NOTE—Allowable shear stress in beams = 109.54 psi (see "CODE "). BEAM LEFT SIDE 1— FRACTIONAL DIST. ALONG SPAN -I RIGHT SIDE LEFT SPAN PATT. Vu @d Av /s Av /s Av /s Av /s Av /s Av /s Vu @d Vc/2. NO. NO. SHEAR @d .175 .375 .625 .825 @d SHEAR DIST. 1 * * Span length equal to column size or zero 2 4 28.6 .012 .011 .000 .010* .010* .010* -16.2 6.50 ** 3 * * Span length equal to column size or zero NOTES: 1.) To obtain stirrup spacing, divide stirrup area by Av /s value above. 2.) To obtain stirrup area, multiply spacing by Av /s value. 3.) Local effects due to loadings applied at other segments along beam span must be calculated manually. 4.) Symbols following Av /s values: * - Code required minimum shear reinforcement. x - Vs exceeds 2 *Vc, maximum stirrup spacing must be halved. + - Av /s value at segment located within effective depth. ! - Vs exceeds 4 *Vc, section geometry has to be redesigned. 1'0-14 -2004 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 13 ,4:45:13 PM Licensed to: G2 CONSULTING GROUP,INC, MIAMI, FL • NEGATIVE REINFORCEMENT ************* * * ************ ****** **** *** **** * B E A M COLUMN *PATT *LOCATION * TOTAL * TOP STEEL * BOTTOM STEEL NUMBER* NO.* @COL FACE* DESIGN * AREA WIDTH * AREA WIDTH * (ft-k) * (sq.in) (in) * (sq.in) (in) 1** 0 2** 0 ** ** .0 .98 8.0 .0 .98 8.0 * * * - No doubly reinforced section is required. ** - Positive reinforcement required, compute manually. POSITIVE REINFORCEMENT ************* ************ *** ********* ******* * B E A M SPAN *PATT *LOCATION * TOTAL * BOTTOM STEEL * TOP STEEL NUMBER* NO. *FROM LEFT* DESIGN * AREA WIDTH * AREA WIDTH (ft) * (ft-k) * (sq.in) (in) * (sq.in) (in) 2 4 5.5 153.6 2.56 8.0 * - No doubly reinforced section is required. NOTE: Beam reinforcement areas are based on one layer. #0 -14 -2004 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 14 -4:45:13 PM Licensed to: G2 CONSULTING GROUP,INC, MIAMI, FL o DEFLECTION ANALYSIS ******* ************ * * * * ******** * ****** NOTES —Spans 1 and 3 are cantilevers. — Time - dependent deflections are in addition to those shown and must be computed as a multiplier of the dead load(DL) deflection. See "CODE" for range of multipliers. — Deflections due to concentrated or partial loads may be larger at the point of application than those shown at the centerline. — Modulus of elasticity of concrete, Ec = 3321. ksi * * COLUMN STRIP *MIDDLE STRIP * DEAD * DEFLECTION DUE TO: * DEFLECTION DUE TO: SPAN * LOAD NUMBER * Ieff. * DEAD * LIVE * TOTAL * DEAD * LIVE * TOTAL * * (inA4) * (in) * (in) * (in) * (in) * (in) * (in) * 1 11717. -.011 -.004 -.015 Not applicable 2 8332. .180 .075 .255 Not applicable 3 11717. -.009 -.003 -.013 Not applicable * Program completed as requested * F FLEXURE 2.1- Coefficients for design of rectangular beams with tension r L reinforcement only, G = 3000 psi E X Reference: AO 318 -89 Sections 9.3.2, 10.2. and 10.3.1- 10.3.3 and AC1 318R-89 Section 10.3.1 (f)M " M cld= 1.18 (w/13,) Eof" = K,,F, ft kips a/d = R,(c/d) where K" = 4f�' w j" 2.1 Ind pi= 0.85 = p ,4, =0.90. T j 1 - (a/2d) = 1 -0.59w and F = bd2 /12,000 (from FLEX- URE 6) Also 4,M = Ada (As in sq in.) where a„= 4,j4/12,000 b N. A. As 40,000 = 3000 50,000 j. = 60,000 K„ p• a P• a,, P• a,, c/d a/d J. 0.020 0.030 0.040 0.050 0.060 53 80 105 131 156 0.0015 0.0023 0.0030 0.0038 0.0045 2.96 2.95 2.93 2.91 2.89 0.0012 0.0018 0.0024 • 0.0030 0.0036 3.71 3.68 3.66 3.64 3:62 0.0010 0.0015 0.0020 0.0025 0.0030 4.45 4.42 4.39 4.37 4.34 0.028 0.042 0.056 0.069 0.083 0.024 0.035 0.047 0.059 0.071 0.988 0.982 0.976 0.971 0.965 0.070 181' 0.0053 2.88 0.080 206 0.0060 2.86 0.090 230 0.0068 2.84 0.100 254 0.0075 2.82 0.110 278 0.0083 2.8! 0.0042 0.0048 0.0054 0.0060 0.0066 3.60 3.57 3.55 3.53 3.51 0.0035 0.0040 0.0045 0.0050 0.0055 4.31 4.29 4.26 4.23 4.21 0.097 0.111 0.125 0.139 0.153 0.083 0.094 0.106 0.118 0.130 0.959 0.953 0.947 0.941 0.935 0.120 301 0.0090 2.79 0.0072 3.48 0.0060 4.18 0.167 0.142 0.929 0.130 324 0.0098 2.77 0.0078 3.46 0:0065 4.15 0.180 0.153 0.923 0.140 347 0.0105 2.75 0.0084 3.44 0.0070 4.13 0.194 0.165 0.917 0.150 369 0.0113 2.73 0.0090 3.42 0.0075 4.10 0.208 0.177 0.912 0.160 391 0.0120 2.72 0.0096 3.40 0.0080 4.08 0.222 0.189 0.906 0.170 413 0.0128 2.70 0.0102 3.37 0.180 434 0.0135 2.68 0.0108 3.35 0.190 455 0.0143 2.66 0.0114 3.33 0.200 476 0.0150 2.65 0.0120 3.31 0.210 497 0.0158 2.63 0.0126 3.29 0.0085 0.0090 0.0095 0.0100 0.0105 4.05 4.02 4.00 3.97 3.94 0.236 0.250 0.264 0.278 0.292 0.201 0.212 0.224 0.236 0.248 0.900 0.894 0.888 0.882 0.876 0.220 0.230 0.240 0.250 0.260 517 537 556 575 594 0.0165 0.0173 0.0180 0.0188 0.0195 2.61 2.59 2.58 2.56 2.54 0.0132 0.0138 0.0144 0.0150 0.0156 3.26 3.24 3.22 3.20 3.17 0.0110 0.0115 0.0120 0.0125 0.0130 3.92 3.89 3.86 3.84 3.81 0.305 0.319 0.333 0.347 0.361 0.260 0.271 0.283 0.295 0.307 0.870 0.864 0.858 0.853 0.847 0.270 613 0.0203 2.52 0.0162 0.280 631 0.0210 2.50 0.0168 0.290 649 0.0218 2.49 0.0174 0.300 667 0.0225 2.47 0.0180 0.310 684 0.0233 2.45 0.0186 3.15 3.13 3.11 3.09 3 06 0.0135 0.0140 0.0145 0.0150 0.0155 3.78 3.76 3.73 3.70 3.68 0.375 0.389 0.403 0.416 0.430 0.319 0.330 0.342 0.354 0.366 0.841 0.835 0.829 0.823 0.817 0.320 701 0.0240 2.43 0.0192 3.04 0.0160 3.65 0.444 0.378 0.811 0.330 718 0.0248 2.42 0.0198 3.02 0.340 734 0.0255 2.40 0.0204 3.00 0.458 0.389 0.805 0.350 750 0.0263 2.38 0.472 0.401 0.799 0.360 766 0.0270 2.36 0.486 0.413 0.794 0.370 781 0.0278 2.35 0.500 0.425 0.788 0.514 0.437 0.782 P.... 0.0278 0.0206 01n0 *Values of p above light rule are less than pm,,,; p,„,, = 200/f, as provided ni Section 10.5.1 of ACI 318 -89. For use of this Design Aid, see Flexure Examples 1 -5, 8, 9, 11 -13, and 15 -17. 160 r , ! JOIST HANGER U -TYPE 18 GAUGE Product Joist Dbne ns Fate Code Size A II 11 W V Header Joist 164 10044 2 x 4 3" 1' 3114' 4 2 580 1. riTinmunnvirarommanrmitrra NMI NIFIMMI 17 {aml its .i• r �ir�i��irr��ir OMNMs1111mIl .... WW1. l• Div [iTr"Nk3T":AMI111FStI•IrsFTl• '1 !s .1 1 1 �ianri�%iti.�ri}nsot�� _, t 1 mw %il_Im UTTIMIIMINFIN rpraFirei WSJ 11/111 WI W1110110 MUTE &WM= BM ME ma BIM Mil NMI Kra IF7111 IRE11•11 MIMI MIOMI .TIFM o •' n IrTn.�ro_i___��l� � c� rr_ LEMON MIFIMIE11111:11 ___ 1518' 3314• Dale 16d Uplift Load 20d 204 10054 Uplift 700 -- Notes 1) 2) Nails on joist shall be long enough lobe dtiven thmugh both plates and clinched. WINED D As CONp1 O 21t8 IM1 Penetration of fssteaew in header ad foist shell be 2" fox 16d nails end 2 3fi' for 20d nails. SOOTS 11011 :, 116 COOS OT 2dao 81 i 0111SWR 80111118 CODE COMBiAICE OWE AICIP0t1I ID. 0-0b2 fp( JOIST HANGER STRAP TYPE Product Dimensions Fasteners DesipnLoads Code H A C W Header Joist Down Up ST 201 13 114" 3-518" 5 U4" 1- 518" 8-16d 6-16d 1170 705 ST2 -201 13114" 3 -518" 5114" 3- 118" 8-16d 6-16d 1170 705 ST401 13114" 3.518" 5114• 3. 518" 8-16d 6-16d 1170 705 5T 202 17114' 3.518- 5114" 1 -518' 12 -20d 6-16d 1965 -- ST 2 -202 17114' 3-518" 5114• 3.118" 12 -20d 6 -16d 2100 725 ST 402 17114" 3.518' 5114" 3-518" 12-20d 6-16d 2100 725 ST 424 24" 3.518" 5114" 3 -518' 12 -20d 6.16d 2100 725 Note 1) Beckstxap 6 gauge and bucket 18 gauge 2) Penetration of fasteners in header is 2" fox 16d nails ad 2 -318" fox 20d nails 31 Nail on 1 1R' buckets shell be lone enough to be driven through both sites. FOR errict USE UNITED STEEL PRODUCTS COMPANY 703 RODGERS DRIVE MONTGOMERY, MN 56069 TITLE, UN AND ST SERIES HANGERS WAVING SterT GRAVING REVIEW MINDER 2 MINDER 2 DATE S/ 7/00 DATE 9/27/00 714114ae A ern Win rtV11 rwettatw ref; savage 4 -3 BOLTS, THREADED PARTS AND RIVETS Tension Allowable loads in kips TABLE I -A. BOLTS AND RIVETS Tension on gross (nominal) area ASTM Des nation A307 bolts -A325 bolts A490 bolts 1 rivets 102.2,3 rivets Ksi 5/8 Nominal Diameter d, In. 4 7/a I 1 I 17/8 I 17/4 1 13/8 I 17/2 Area (Based on Nominal Diameter), In.2 3/ 0.3068 0.4418 0.6013 0.7854 1 0.9940 1.227 1.485 1.767 20.0 6.1 • J 8.8 1 12.0 15.7 I 19.9 24.5 29.7 35.3 44.0 13.5 19.4 26.5 34.6 43.7 54.0 65.3 77.7 54.0 16.6 � 23.9 1 32.5 42.4 I 53.7 66.3 80.2 95.4 23.0 7.1 10.2 � 13.8 18.1 1 22.9 28.2 34.2 40.6 29.0 8.9 � 12.8 1 17.4 22.8 1 28.8 35.6 43.1 51.2 above table lists ASTM specified materials that generally are intended for use as struc- fital fasteners. dynamic and fatigue loading, only A325 or A490 high - strength bolts should be specified. AISC Specification. Appendix 1(4. albwable combined shear and tension loads, see AISC ASD Specification Sects. J3.5 Fy Kai 36 TABLE 1 -13. THREADED FASTENERS Tension on gross (nominal) area 50 81 F,, ksi 58 65 70 120 105 Fr ksi 19.1 21.5 23.1 39.6 34.7 Nominal Diameter d, In. 5/8 0.3068 5.9 6.6 7.1 12.1 3/4 7/e 1 17/a 17/4 1% Area (Based on Nominal Diameter), In.2 0.4418 8.4 9.5 10.2 17.5 0.6013 11.5 0.7854 15.0 0.9940 12.9 16.9 13.9 23.8 18.1 31.1 19.0 21.4 23.0 34.5 1.227 23.4 26.4 28.3 42.6 1.485 28.4 31.9 34.3 51.5 11/2 1.767 33.7 38.0 40.8 61.3 Sts ASTM specified materials available in round bar stock that are generally Axe in threaded applications such as tie rods, cross bracing and similar uses. of the threaded portion of an upset rod shall be larger than the body area minimum tensile strength of the fastener material. allowable tensile stress in threaded fastener. CAN INSTPITITE OF STEEL CONSTRUCTION Miami Shores Village Building Department 10050 N.E nd Avenue Miami Shores lorida 33138 T = : (305) 795.2204 ax: (305) 756.8972 wee Permit No. Job N• e MECHANICAL CRITIQ SHEET y • Miami Shores e Building Village ding Department 10050 NI•E•2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 Permit N o , 0 Ig 2 - A i Name Date I Z. -- — e) �, MECHANICAL, CRITIQUE SHEET BEET A Miami Shores Village Building Department Permit No. Pagel o 12/2/04 10050 N Miami Sho el: Fax: UILDING CRITIQUE " HEET 011. Address mech 02. Submit electri 1 applications. 3. Provide letter of i tent certify welds and he ,'ca Provide a window /do type of window /door t 4115. Provide construction ical comments. al, mechani .1, and plumbing permit • .2nd Avenue , Florida 33138 (305) 795.2204 (305) 756.8972 BP 04 -1524 Follow the procedures re- submittal. ako fro engineer that will inspect and 1 p'er installation. chedule showing size location and e installed in each opening. o tract and scope of work. or submissi n of corrected plans for your OC- 61,4t. 03 7 3 ►a/ z -Air F� witi duT✓ Called 6,4-451v cerv4-64d-oR___160 CoNimeats Page 2 of 2 PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THIS SHEET VOID AND LEAVE IN SET. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 12/2/04 305 - 795 -2204 Ago Ccrn4oc>142/t-Lvri December 24, 2004 Mr.& Mrs. Thomas Trotta 1665 N.E. 104th St. Miami Shores, FL. Re: Contract. Contract between Mr. & Mrs. Thomas Trotta and Arco Construction Corporation for the following work: #1. Provide calculations needed for pile driving. #2. Install two helical piers as per specs (see limitations). #3. Provide opening in Florida Room's floor to facilitate installation of one of those pilings and then repair the same. #4. Demolish the bathroom. #5. Install the "I" beam and the column. #6. Re -rough the plumbing for the new Bathroom as per drawings.(Schindler's drawings). #7. All electrical as per drawings. #8. New framing for the Bathroom and soffit. #9. Close the existing window in the Bathroom. # 10.New drywall for the Bathroom and Kitchen taped and finished. #1 1.New interior door installed to the Bathroom. s Customer provides: electrical and plumbing fixtures, interior door, Kitchen appliances, ceramic tiles. Cost of permits excluded A/C installation by others. Price: $25,500.00. Mr.& Mrs. Thomas Trotta (signature) Arco Construction Corp. Date: Pew 11-..) iy I2 � ? l Gmrner aL Cox ,actaysICGC1505163 /1665 N.E. 137th T mac a /N.Miarni, FL 33181 305.892 - 6507 /Fax 305.892 -2379 Miami Shores Village Building Department Permit No. Page 1 of 1 12/27/04 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 04 -1524 SECOND BUILDING CRITIQUE SHEET AStill need to address mechanical comments. vi. Still need to submit electrical and plumbing permit \ applications. Still need to provide letter of intent from engineer that will inspect and certify welds and helical pier installation. I 4. Provide two sets of NOA's for FG 01- 0124.03 and awning � window 03- 0912.01 as called for on window schedule. A 5� Still need to provide construction contract and scope of 1� a work. CURTIS CRAIG 12/27/04 305 - 795 -2204 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho : (305)795 2204 Fax: (305)756 -8972 inspection Date: 04/0412006 Inspector: Perez, Jan Pierre Owner: None, None Job Address: 7865 104 ST Miami Shores Village, FL Project: <NONE> Contractor: Buildinn Department Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additionai Inspections can be scheduled until re-inspection foss is paid, Wednesday, December 28, 2005 L0 /Z0 39 d Block: Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Rhone Number Parcel Number Lot: 1122320320200 Inspector Comments 1d3ct J t1B b?If11NEAV Page 1 of 2 61768991790E 00 :60 9002/6Z/ZI Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/13/2004 Applicant: THOMAS Owner: TROTTA JOB ADDRESS: 1665 NE 104 Contractor DJ METZELAR Local Phone: 305758 -7705 Parcel # 1122320320200 Mechanical Permit Permit Number: MC2004 -120 TROTTA THOMAS ST Contractor's Address: 225 NE 108 ST Legal Description: RIVER BAY PARK ADDN PB 40 -72 LOT 21 Page 1 of 1 BLK 3 LOT SIZE IRREGULAR Fees: FEE2004 -6981 FEE2004 -6982 FEE2004 -6983 FEE2004 -6984 FEE2004 -6985 FEE2004 -6986 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $150.00 $3.00 $5.00 $1.00 $3.75 $3.00 $165.75 Total Fees: $1 5.75 Total Receipts -IA! 11S, 1�- Permit Status: APPROVED Permit Expiration: 1/5/2005 Construction Value: $5,000.00 Work: REPLACE THE EXISTING A/C AND DUCT WORK Signed: (INSPECTOR) 30L 2 O PAID 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 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 ECEOVE 1-)4 JUL 0 9 2004 Permit No. MtLSm- )9-V Master Permit No. 6 P 2 ®O t.% 3'C{ 0 Permit Type (circle): Building Electrical Plumbing Owner's Name (Fee Simple Titleholder) 1 Phone # Owner's Address / CS— / 0 City yt,ce_�_ State p Tenant/Lessee Name Roofing Zip Phone # Job Address (where the work is being done) r City 1VTiami Shores Village Is Building Historically Designated YES Contractor's Company Name �1 Contractor's Address .2. 2 c�' a -T City t- V1. Qualifier J County Miami -Dade NO X :S.„. VI 5T2156 4-e, pia State F C_ Zip l Phone # © — . % 7 7 Zip 3 6 State Certificate or Registration No. C $ C 0 °�� ® 0 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # OJ $ Value of Work For this Permit Square Footage Of Work: Type of Work: DAddition DAlteration ONew Repair/Replace O Demolition Describe Work: s Submittal Fee $ . 00 Permit Fee $ Notary $ f, 0 ( Training/Education Fee $ / , 0 6 Scanning a , O 6 Radon Code Enforcement $ CCF $ 3. O a CO /CC Technology Fee $ 3 $ Zoning Bond $ Structural Plan Review. $ Total Fee Now Due $ G , (Continued on opposite side) Bonding Company's Name, (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature 114 Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this Ct day of , 20 _, by , day of 20 CA byeD i t. \cc who is personally known to me or wh .- NOTARY PUBLIC: Sign: Print: My Commission Expires: who did take an oath. who is ersonall kn to me or who has pr uced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Co sion Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: , C %, . =Y Cho 05/13/03 Plans Examiner Engineer Zoning .ADDENDUM. TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER' S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM BATH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WINO) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN • SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 FP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS . TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP F IRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES-' A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS 'HEATER -NEW INST. GENERATORS TRANSFORMERS i HEATER- REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS :SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANS( ANTENNA RELAY TELEVISION OUTLETS GRAINFIELD, 4" TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK RE INSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER _ FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER.SET (GAS) GAS PIPING Inspection Date: 12/29/2005 Inspector: Levrack, James Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 e •4 Permit Type: Imported Permit Inspection Type: Final Owner: TROTTA, THOMAS Work Classification: <NONE> Job Address: 1665 104 Street NE Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: BEAR PLUMBING INC Phone Number Parcel Number 1122320320200 Lot: Building Department Comments a Passed pe' or Comments � II Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, December 28, 2005 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 12/29/2005 Inspector: Levrack, James Owner: TROTTA, THOMAS Job Address: 1665 104 Street NE Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: HORNE PLUMBING CO Permit Type: Imported Permit Inspection Type: Final Work Classification: Plumbing Phone Number Parcel Number 1122320320200 Lot: Phone: 305 - 666 -8583 Building Department Comments FINAL Passed ( In =.0 - �t∎ comments 1 yu CI Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, December 28, 2005 Page 1 of 2 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 1/11/2005 Plumbing Permit Permit Number: PL2005 -10 Page 1 of 1 Applicant: THOMAS TROTTA Owner: TROTTA THOMAS JOB ADDRESS: 1665 NE 104 ST Contractor BEAR PLUMBING INC Local Phone: Parcel # 1122320320200 Contractor's Address: 1973 NE 147 TERR Legal Description: RIVER BAY PARK ADDN PB 40 -72 LOT 21 BLK 3 LOT SIZE IRREGULAR Fees: Description Amount FEE2005 -403 Building Fee $185.00 FEE2005 -404 CCF $2.40 FEE2005 -405 Technology Fee $4.63 FEE2005 -406 Training and Education Fee $0.80 FEE2005 -407 Submittal Fee ($50.00) Total Fees: $142.83 Total Fees: $142.83 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 7/6/2005 Construction Value: $3,600.00 Work: PLUMBING FOR MASTER PERMIT BP2004-1524 Signed: (INSPECTOR) DA 12 ?MO 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 Buil ment 10050 N.E. - nd A e �! $fit, i Florida 33138 Tel: (05)42 v+ . g�;9 1.6.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Permit No. P I QS- Master Permit No.nPO t- 13 2.4 Mechanical Roofing Owner's Name (Fee Sim SimpleTitleholdAer v �) Phone # Owner's Address 1 6)65 1 E j014 �� 9 City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) ((005 NE lo - 4- City .Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name Con ftV o 's Address 19 City Q 1. Qualifier ___,A V'°ok AR tJE II_17 -e � ("1 sKt I_ zip 33 I 43 1 Mphone# 305 9 /V U lJ V rn e Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: ['Addition t Iteration [New ❑ Repair/Replace ❑ Demolition Describe Worlc - 1 \ O (.- ° % / D ` 7-Chrg U cc- Submittal F G 66 Permit Fee $ f,�'''� CCF $ O` 'T " CO /CC Notary $ Training/Education Fee $ 0, Technology Fee $ 0 2) Scanning $ Radon $ Zoning Bond $ Code Enforcement t Structural Plan Review. $ Total Fee Now Due $ 1 'T /d� 6 Cr (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDMONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant :: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature �C Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced As identification and who did take an oath. Contractor The foregoing instrument was acknowledged before me this 6 day of.i'�:yMUany , 200 , by whe�ersonally kn o me or as identificatio NOTARY PUBLIC: NOTARY PUBLI Sign: Sign; Print: PrintAt)fehIWN (JRICH or R0 # ®0 Weft y eoos-tVOTAgy EXPIRES: duly 2007 FL Matey eiscountAssoc. CO! My Commission Expires: My Commission Expires: +7 �9 D 2 (Certificate of Competency Holder) State Certificate or Registration No. C FC / 720 Certificate of Competency No. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 i..,............................................ *** * * * * * * * * * * * * * * * ** .,. "fAr- Plans Examiner Engineer Zoning ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM BATH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER p RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIR/MTER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY -. OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER • I MOTORS OVER 1- 3 FP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 HP _ MECHANICAL VENTILATION SINK, RESIDENCE 1 MOTORS OVER 5- 8 HP ,TRANSPORTING ASSEMBLIES SINK, SLR MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET , MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET • I MOTORS OVER 100 HP VIOLATION INDIRECT WASTES A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER r GENERATORS TRANSFORMERS • 'HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTLRES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELO, 4' TILE/RES. _ VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL 00MESTIC WELL AREA DRAIN ROOF INLET SOLAR MATER HEATER IRE STANDPIPE 'COL PIPING • _AWN SPRINKLER SYSTEM 3AS RAND AETER SET (GAS) AS PIPING Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: EL2005 -13 Printed: 1/11/2005 Applicant: THOMAS TROTTA Owner: TROTTA THOMAS JOB ADDRESS: 1665 NE 104 ST Electrical Permit Contractor L S CURTIS INC Local Phone: 305 -892 -0115 Parcel # 1122320320200 Page 1 of 1 Contractor's Address: 20341 N. E. 30 AVE. 108 -6 Legal Description: RIVER BAY PARK ADDN PB 40 -72 LOT 21 BLK 3 LOT SIZE IRREGULAR Fees: Description Amount FEE2005 -398 Building Fee $150.00 FEE2005 -399 CCF $2.40 FEE2005 -400 Training and Education Fee $0.80 FEE2005 -401 Technology Fee $3.75 FEE2005 -402 Submittal Fee ($50.00) Total Fees: $106.95 Total Fees: $106.95 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 7/6/2005 Construction Value: $3,500.00 Work: NEW KITCHEN AND MASTER BATHROOM ELECTRICAL - MASTER BP2004 -1524 'JAN 12 PAID Signed: (INSPECTOR) 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 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 F. ,.• , 05) 756.8972 BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle): Building Permit No. E I O. - Master Permit No. P o 1, , S Z4 Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 74 o , Phone # .?OJ -� ,9J2 /0 0 f� Owner's Address / G (S _ ///e. /0 / J/ / City/i 6447/ 110' AA j State /fir Zip ??,/ / Tenant/Lessee Name Phone # , Job Address (where the work is being done) .se /o J,7 City Miami Shores Village County Miami -Dade Zip ,7..'/ G° Is Building Historically Designated YES NO Contractor's Company Name L J (�,CTK Phone # f0,1-1)77.2— C3 Contractor's Address .Q62cic/ �6 /iv( . #/6 - 6— City /9(./C/171211-19 State / Zip 3,?/)76 Qualifier ,Zbede I Curt:7 /f Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit i0 d Square Footage Of Work: Type of Work: DAddition ZrAlteratdon ❑New 0 Repair/Replace ❑ Demolition Describe Work: erry ¢Ci TeneA) A,16-t'0 r f2-301-j c -� Submittal Fee $ Permit Fee $ 7:3-0 e Notary $ Training/Education Fee $ L' " Scanning $ Radon $ CCF $' Technology Fee $ CO /CC �► Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDrONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is ,issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature Contractor The foregoing instnent w acknowledged before me this day of . 11°" 20 !-1 by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Comnlissiorb k Y .'4, ' NCommission # DD088207 ********************** *ir*9r9e*****t***9r*** * ****4e**7k*** tic*** ***ie******ir*at**** t ; ° . ' Atka *rcatie**** (Certificate of Competency Holder) HA Atlantic Bonding Co., Inc State Certificate or Registration No. Certificate of Competency No. ****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ********************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED a-- Plans Examiner Engineer Zoning Chc 12/15/03 Ifi3va,cypa/5-10 CouSta-uct- i'otru iorr A- 106E- N 6-104 riut4f\-- aR kat/km ,V006t - O A604,14 p9-(-"--- CA73-) h'et Jan -11 -05 10:55A F j L S. Curtis R 120241 NE 30ttt Avo.,111t1 OR p Avelritura, 'L 33iiu e PROPOSAL (305) 892 -2379 P.02 Per 'ain us ort,,rrn„ „a,1_ V,,,8e11.3TED TO: "Um- 3O5- 892-2378 "I a 11/19/2004 , iiaA1a4t Arco Construction 151H 1665 NE 137th Terrace N. Miami Beach Florida j"" l" " E Trott # itohen 1665 NE 104th Street el"' Miami STATF Florida Vic ` ucb cobrait spcc'.4cYtio ^s and ESti*natc for. As per plans: This price cleat not incl"udP 1 he cost of the permit, cost of utilities, cost of trenching, lighting fixtures, lighting plastering, patching or painting of interior or ex-talks. We hereby propose to furnish labor and ,materials - complete in anemias= with the 'shove specifications, for the sum of _Six Thousand, Three Hundred _donate (s 6300.00 ) with payMent i.o be mask as ioliow3: • All ineterial is znaninecd to bt: as specified. Ali +t'sk to k completed in s W JTkmmxekm mal =molt ID from A ec epee: ismieau iriveivi t e.t�� :.;►s �iit tic cwewkd +a.tr ,tj,Gti u;iU V' hiders, and 0.11 bum t x: arninn ds aninnictn wee MUM scams or di'ar csytwme oar tatm!. Ibis promo suojeee eu eceXn.u"w i slap WNt it is Woid Mr: MAW W ae the option of site iseeicsired. &is. airrd� p rileac+ra. y�p+AjY si wi ui as Authorized Signature ACCEPTANCE OF PROPOSAL The above prices specifications and conditions sac heathy der-toted. You Sr* Antbotvtd m do the walk as s{f cifrr4. Payment ~wwili be made as otali ed idxien ACCEPTED !Vila = iQ Shores Villa 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/2/2004 Applicant: THOMAS Owner: TROTTA JOB ADDRESS: 1665 NE Contractor HORNE PLUMBING CO Local Phone: 305- 666 -8583 Parcel # 1122320320200 104 Plumbing Permit Permit Number: PL2004 -179 TROTTA THOMAS ST Contractor's Address: 6767 SW 81 ST Page 1 of 1 Legal Description: RIVER BAY PARK ADDN PB 40 -72 LOT 21 BLK 3 LOT SIZE IRREGULAR Fees: FEE2004 -6587 FEE2004 -6588 FEE2004 -6589 FEE2004 -6590 Description Building Fee CCF Training and Education Fee Technology Fee Total Fees: Amount $250.00 $3.60 $1.20 $6.25 $261.05 Total Fees: $261:05 Total Receipts.00 t)tos° Permit Status: APPROVED Permit Expiration: 12/14/2004 Construction Value: $5,200.00 Work: NEW PLUMBING FIXTURES FOR 2 BATHROOMS Signed: (INSPECTOR) JUL 0 6 PALM 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 responisibiliity for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) Owner's Address City a 0,1,0te, State Tenant/Lessee Name Ali/A- Permit No. Master Permit No. Mechanical Roofing Zip Phone # Job Address (where the work is being done) 4)65. F 101 Salt City Miami Shores Village County Miami Dade Zip Is Building Historically Designated YES NO Contractor's Company Name 14 0 i1/43 71.--OFIleN 06r LaPhone # 8 e s (, 6, t,, m g r g 3 Contractor's Address 6 1 £'"? sc..) s ( 4 City (e_1rt i State FL Zip 23 I I ' 3 Qualifier &rung C , ifYl O('C a &OA Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 'J `,Z D©. 0 O Type of Work: Describe Work: Addition [Alteration ['New 4a- );eA Square Footage Of Work: Repair/Replace 0 Demolition * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $SD o 0 CO/CC Notary $ Training/Education Fee $ l , D Technology Fee $ ` c�1 X Scanning $ Permit Fee $ C} CCF $ Radon $ Zoning Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name. (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING .TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is .issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent Cow . o The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this,/, 2 - day of , 20 _, by , day of `, 20e }' , by %n29e� !> 6-fri sn—; who is personally known to me or who has produced who • - onally kno ' o me or who has (produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY P : � Sign: Sign .) `_i golit P r i n t : Print or.a d-J (i ,n Dalai%R Bnthstelnl My Commission c, i MY COMMISSION # CC9 t 2 40 ESRES may s, 2004 ********************************************** * * * ** * ** * * * ** * * * * * * **** * ** * * * ** ** `AfgainS V * ** Wirdtv My Commission Expires: State Certificate or Registration No. (Certificate of Competency Holder) * * * * * * * * *** *** * * * *** ** **** * *** APPLICATION APPROVED BY Chc 12/15/03 Certificate of Competency No. ********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** —2 L/ Plans Examiner Engineer Zoning f A AF. r it h r +� d Y it tir. i h vry o`a► �.i' 'Ys i d r 4.r.. 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/2/2004 a...060V Ill•il kAidiv M Permit Number: EL2004 -166 Applicant: THOMAS TROTTA Owner: TROTTA THOMAS JOB ADDRESS: 1665 NE 104 ST Contractor L S CURIS INC Local Phone: 305 -892 -0115 Parcel # 1122320320200 poo Page 1 of 1 Contractor's Address: 20341 N. E. 30 AVE. 108 -6 Legal Description: RIVER BAY PARK ADDN PB 40 -72 LOT 21 BLK 3 LOT SIZE IRREGULAR Fees: Description Amount FEE2004 -6591 Building Fee $105.00 FEE2004 -6592 CCF $1.80 FEE2004 -6593 Training and Education Fee $0.60 FEE2004 -6594 Technology Fee $2.63 Total Fees: $110.03 Total Fees: $110.03 Total Receipts: $6:00 e6 O, Permit Status: APPROVED Permit Expiration: 12/14/2004 Construction Value: $3,000.00 Work: ELECTRICAL OUTLET JUL 06pm Signed: (INSPECTOR) 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 E� Building Department tj 7 zoos 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUIL PERMIT APPLICATION FBC 2001. Permit No. E L O Y ` 1 6 6 Master Permit No. 0 \A 0 Permit Type (circle): Building Electrical " Plumbing Mechanical Roofing Owner's Name .(Fee Simple titleholder) Owner's Address / 6 Ste- NC 10 q City q) of d C Sta e Tenant/Lessee Name pi / Zip Phone # Job Address (where the work is being done) City 1Vliami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name Z ✓ • 6.4-75.1 Phone # 16r—,172-0//g- Contractor's Address 6 cf'` „4.1 e 3 c _ '%0 ff ° 6' Zip `21/FO City / //Y 7,1A /State Qualifier ieaJ� S7 t CJdt -7 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 4400 0 . Type of Work: ❑Addition Describe Work: 4-14,A eC 7 Oe. ❑Alteration :New Square Footage Of Work: Repair/Replace 0 Demolition Submittal Fee $,S-0.."c' Permit Fee $ /elf/ 16' CCF $ 1 'F 0 CO /CC Notary $ Training/Education Fee $ ® 4 0 Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total -Fee Now Due $ .‘d _ b (Continued 011 opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN .FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is .issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature AIL Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this /2/-4" day of , 20 _, by day of /nwCJ9 , 20 0), by who is personally known to me or who has produced who is personally known to me or who has produced '- as identification and who did take an oath. As identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: , Print: Print: /%�f' > iticels5berg My Commission Expires: My Commission E 1r �+'rP'� M y �? �? s Cammissian # DD088207 ` az. (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** ********************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED B Chc 12/15/03 /6:3,f 4i -°'may€ Plans Examiner Engineer Zoning Dynamic Engineering John H. Omslaer, P.E # 52733 — EB # 9011 Solutions Inc. December 21, 2004 Florida Foundation Systems Inc. 2780 NE 16 St. Pompano Beach, FL 33062 935 NW 31 Ave. — Suite D Pompano Beach, FL 33069 Tel : 954 -553 -0487 Fax : 954 - 590 -2207 Re : Trotta Residence 1665 NE 104 ST. — Miami Shores Our firm was retained by Florida Foundation Systems Inc to monitor the installation of Atlas Helical piers w/bracket at the above referenced residence, to support a new steel beam. A signed & sealed pile log will be provided at completion. Y, John om llaer, P P.E. # 52733 11 11 11>K1 1 6NEETMETAL PLENNUM DUCT R-6 WRAP INSULATION (VW Linear OtPPlawn 81 CFM Each \ { J 1 PLEXI5LE AIR DUCT R- ✓ ✓ ✓✓ 6 SOUND ATTENUATGR r NEW TRAM CONCEINONG UNIT UPC -61A INSULATED SLOTTED OUTLET 1 1111 ►z� . \tin° maw • • • • • • • • • • .... • • • • • • • •• ••• ••• NEW LN1C0 PAN COL 31 CM Round i ••• ••• ••• • •401 CPM142U1 •f1TU Lal f f ib f • • • • �"i •• • • • • •• • •• •• • • • • • • • ••• PROPOSED, Hy/AP PLAN • • • • ••• • • • SCALE: 3 fez• 6 • • ••:.:. 0 CONDENNNE UNIT DESB10 AT1ON MDTU TEMP ENT vOL TA MAPgtAG MODEL S- 10 DE CU-1 16.4 40 240 1 20 TRANS 2TTI�18 II PAN COIL DESIGNATtCN qpy MUM ENTERING P ELEGflNCAL MANUP TOTAL lSENSELE 10 DE VOLT6 P144EWIOU AMPS AN II-1 480 I& 4 I 11A$ 61 -SO 240 1 8 30 UNICO MC12U AC CPY LEGEND SOFFIT ABOVE KSMS NEW PARTITION EXISTING •• ••• • • • • • •• • • • • • • •• • ••• • •• • • • •• • • •• • • • • • • •• • • • • • ••• ••• • • • • • ••• • • • • •• • ••• ••• • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • ••. ••••• •••••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • • r •... • • • •••• • • • • • • • • .. ...... • • • • • • • • • • • • • •••• OOOOO • . • .. •. . • • • • • .... • • •••• • • • •• • • • • • • • • • • • • • • .• • • • • • . • • ••• • • •• • • • • • •••. • • • • •••• • • • • • • • • • • • •. .. • • • •••. • • ▪ •••• • • • • • • • • • • •. • • • • • • .... • • • • G2 CONSULTING GROUP ,INC ROBERT T. GARCIA, P.E 9725 S.W. 4TH TERR., Miami, Florida. 33174 PH(786)2940032; FAX (786)2940032 Lic #51370, CA 25882 BY: RG DATE: 10/11/04 SUBJECT: TROTTA RES SHEET NO. 1 OF 17 CHECK BY: RG DATE: 10/11/04 MIAMI SHORES, FLORIDA JOB NO: 2001 CALCULATION TITLE SHEET Job Name: TROTTA RES Client: Mr. TROTTA Job: 1665 NE 104th STREET MIAMI SHORES ,FL Job Type: RESIDENTIAL Building Code: .F.B.C.- 2001 - Edition Building Dept: MIAMI SHORES G2 CONSULTING GROUP, INC. Robert T. Garcia, P.E 9725 S.W. 4TH TERR., Miami, Florida 33174 PH(786)2940032; FAX (786)2940032 LIC #51370, CA 25882 CHECK BY: RG DATE: 10/11/04 SUBJECT: TROTTA RES SHEET NO.. 'L OF 1 7 CHECK BY: RG DATE: 10/11/04 MIAMI SHORES, FLORIDA JOB #: 2001 DESIGN CALCULATIONS WIND LOADS PER ASCE7 -98 EXPOSURE :C Roof angle: (10 Deg.) < 0 < = (30 deg ) Roof angle: slope := 3 0 := atan(slope) 0 = 14.04 deg 12 V := 146 mph Importance Factor I := 1.00 Topographic Factor Kzt := 1.0 Velocity pressure Exposure Mean hight - - 2 -- 2 rhea a := if (h < 15ft), 2.01 x 15 , 2.01 x ft Wind Directionality Factor Kd := 1.0 Basic Velocity Pressure qh := [0.00256 x Kz x Kzt x Kd x (V)2 qh = 46.32 psf x psf Kz = 0.85 G2 CONSULTING GROUP, INC. Robert T. Garcia, P.E 9725 S.W. 4TH TERR., Miami, Florida 33174 PH(786)2940032; FAX (786)2940032 LIC #51370, CA 25882 CHECK BY: RG DATE: 10/11/04 SUBJECT: TROTTA RES SHEET NO.. 3 OF 17 CHECK BY: RG DATE: 10/11/04 MIAMI SHORES, FLORIDA JOB #: 2001 DESIGN CALCULATIONS EXISTING WOOD RAFTERS t 24 ". Alg := 100ft2 Gcpi := —0.18 zone : 1 Gcp 1.0 + 0.1 x ( Alg ft Plt := qh x [Gcp — (— Gcpi)] + l0psf Pit = —35.4 psf (netwind pressure) zone :2 A := 100ft2 Gcpi := —0.18 Gcp —2.8 0.7 I `� p :_ — log Z Gcp = —1.4 ft P2t := qh x [Gcp — (— Gcpi)] + l0psf P2t = — 63.19psf (netwind pressure) overhang : Gcpoh := —2.2 Povh qh x (Gcpoh) + l0psf Povh = —91.91 psf ( netwind pressure) G2 CONSULTING GROUP, INC. Robert T. Garcia, P.E 9725 S.W. 4TH "1'ERR., Miami, Florida 33174 PH(786)2940032; FAX (786)2940032 LIC #51370, CA 25882 CHECK BY: RG DATE: 10/11/04 SUBJECT: TROTTA RES SHEET NO. OF CHECK BY: RG DATE: 10/11/04 MIAMI BEACH, FLORIDA JOB #: 2001 Wall Pressure for building h <60ft Negative :zone4 windows A = 48ft2 GcP4 := - 1.2766 + 0.1766 x log —A ft2 P4 qh x EGcp4 - (- Gcpi)] Negative : zone5 GcP5 := - 1.7532 + 0.3532 x log (—A ft2 p5 qh x [GcP5 - (- Gcpi)] positive :zone4 & zone5 A := 48ft 2 Gcp4.5 = 1.1766 — 0.1766 x log P4.5 qh x [Gcp4.5 + (— Gcpi)] DESIGN CALCULATIONS Gcpi —0.18 Gcp4 = —0.98 p4 = —53.72 psf GcF5 = —1.16 P5 = -62.04 psf Gcp4.5 = 0.88 P4.5 = 49.09 psf G2 CONSULTING GROUP, INC. Robert T. Garcia, P.E 9725 S.W. 4TH TERR., Miami, Florida 33174 PH(786)2940032; FAX (786)2940032 LIC #51370, CA 25882 CHECK BY: RG DATE: 10/11/04 SUBJECT: TROTTA RES SHEET NO. 4 OF J'j CHECK BY: RG DATE: 10/11/04 MIAMI SHORES, FLORIDA JOB #: 2001 Wall Pressure for building h <60ft Negative :zone4 windows A := 10ft2 GcP4 := — 1.2766 + 0.1766 x log ` ft2 p4 := qh x GcP4 — (— Gcpi)] DESIGN CALCULATIONS Gcpi := —0.18 GcP4 = —1.1 P4 = -59.29 psf Negative : zone5 —1.7532 + 0.3532 x to `� P5 := — log (—A 2 GcPS = —1.4 ft p5 qh x [GcP5 — (— Gcpi)] P5 = — 73.19psf positive :zone4 & zone5 A := 10ft2 GcP4,5 := 1.1766 — 0.1766 x log p4.5 := qh x [Gcp4.5 + (—Gcpi)] A ft 2 Gcp4.5 = 1 p4.5 = 54.66 psf 1 G2 CONSULTING GROUP, INC. Robert T. Garcia, P.E 9725 S.W. 4TH TERR., Miami, Florida 33174 PH(786)2940032; FAX (786)2940032 LIC #51370, CA 25882 CHECK BY: RG DATE: 10 /11/04 SUBJECT: TROTTA RES SHEET NO. ,C OF 17 CHECK BY: RG DATE: 10/11/04 MIAMI SHORES, FLORIDA JOB #: 2001 DESIGN CALCULATIONS Wall Pressure for building h <60ft Negative :zone4 doors A:= 21ft 2 Gcp4 := — 1.2766 + 0.1766 x log A ft 2 P4 := qh x [Gep4 (- Gcpi)] Negative : zone5 GIPS := - 1.7532 + 0.3532 x log It — ft 2 P5 qh x [GcP5 — (— Gcpi)] positive :zone4 & zone5 A := 21ft2 Gcp4,5:= 1.1766 — 0.1766 x log p4.5 qh x [Gcp4.5 + (—Gcpi)] Gcpi := -0.18 • GcP4 = —1.04 P4 = -56.66 psf • GcPS = —1.29 P5 = —67.92 psf * Gcp4,5 = 0.94 P45 = 52.02 psf G2 CONSULTING GROUP, INC. Robert T. Garcia, P.E 9725 S.V. 4TH TERR., Miami, Florida. 33174 PH(786)2940032; FAX (786)2940032 LIC #51370, CA 25882 CHECK BY: RG DATE: 10/11/04 SUBJECT: TROTTA RES SHEET NO. 6 OF t? CHECK BY: RG DATE: 10/11/04 MIAMI SHORES, FLORIDA JOB #: 2001 DESIGN CALCULATIONS X/ 9-1, h 6,11 (F.)/ Ai g vi ,..C4) 'Il o y r' el �"' .S %� e--t7 L. 0 i2 f„ -21,� . a6J ti wtx L 1-31 11 2-3' o.�7i ti NE 5- 6 ,,72 -,.y -F Lt 1- 1,111 /ham 7.4V DA) frtsT,,.., b LCD Foe- G2 CONSULTING GROUP, INC. Robert T. Garcia, P.E 9725 S.W. 4TH TERR., Miami, Florida 33174 PH(786)2940032; FAX (786)2940032 LIC #51370, CA 25882 CHECK BY: RG DATE: 10/11/04 SUBJECT: TROTTA RES SHEET NO.. 7 OF 17 CHECK BY: RG DATE: 10/11/04 MIAMI SHORES, FLORIDA JOB #: 2001 DESIGN CALCULATIONS C Ake C I'- C Ore-, $ 7` gJ o n 49Ai (0-2,f) t,pc (6. S 14./14 b�t+ Vs-_ 29'1_ f y. y= I H, b 6 �. k c (1)7(4 4 6f V5 2 X X11 X 0-4 J(a,S I`1,h1✓ CHECK BY: RG CHECK BY: RG G2 CONSULTING GROUP, INC. Robert T. Garcia, P.E 9725 S.W. 4TH TERR., Miami, Florida 33174 PH(786)2940032; FAX (786)2940032 LIC #51370, CA 25882 DATE: 10/11/04 SUBJECT: TROTTA RES DATE: 10/11/04 SHEET NO. • OF !7 MIAMI SHORES, FLORIDA JOB #: 2001 DESIGN CALCULATIONS CJ/-E- V.-x/ 5 ? r. 6 64, " P tP� 41.1.15 a 1 a • ♦ . 4 ] .�Ir •. . r t ) WI) 1,1; I. ti E L /,�o. a3 t o•,C ),U- b•atit /0,c 0,0 f aSsf ra67x27 /•3S 1`/4- (.1 E.:1) 'f- o. u y f_ .1 i? I' l -' -f o.i's.o. 4)...-{-1. 61 + 15/,v,u3 f,y0-1 C" -,4(113/.„ 4,03)% W 2 .- 1.7. ((.$) 4- /( I v �1. CHECK BY: RG CHECK BY: RG G2 CONSULTING GROUP, INC. Robert T. Garcia, P.E 9725 S.W. 4TH TERR., Miami, Florida 33174 PH(786)2940032; FAX (786)2940032 LIC #51370, CA 25882 DATE: 10/11/04 SUBJECT: TROTTA RES SHEET NO.. 1 OF 17 DATE: 10/11/04 MIAMI SHORES, FLORIDA JOB #: 2001 DESIGN CALCULATIONS Iti 1 Y 6.3) — •/7c 5".”1)j, 11'1.33 e-Ffi. F: I c(.. F • L aryl t 2/ a �v M 11 '1.1,3 zfi) 17 1,1 3- Sl /n2' 7 '141 go-r-t NPTt G� oc Psi-% 5-7 ,vEEb NEB pf lei. G2 CONSULTING GROUP, INC. Robert T. Garcia, P.E 9725 S.W. 4TH TERR., Miami, Florida 33174 PH(786)2940032; FAX (786)2940032 LIC #51370, CA 25882 CHECK BY: RG DATE: 10/11/04 SUBJECT: TROTTA RES SHEET NO. /a OF fl CHECK BY: RG DATE: 10/11/04 MIAMI SHORES, FLORIDA JOB #: 2001 Put DESIGN CALCULATIONS Lit,GJC ST/ 4,-1 6 6/3 ( - 11 1 iv/ AlmTt N LOA 0 4D'- r 0. Qif tcIi 1-1)(0,061'm /to fr- jt]" Zol 0, 0 3 1- -1-1 x Q. 0 y 141,r-d- a. 06.f— 3� x 7/ (-1'0 y v. OG )7( 11))1 = if.1-1t f 7.91" 03) 111 +( i 3 (). ?Y) r 10.3 g 4.Y( ¢- Z.38 L,.'?q ►t N °TC'D 61144 r›M C P9 r, 4k- A..) a3 S-a12 uwpca.✓ .;.. Nevt) NOTE: HOOK ALL TC4' AND BENT BARS & NON CONTINUOUS ENDS 45 BENDS WHERE 60S518LE STIRRUPS AS SCHEDULED 3' MIN. HOOKED TYP. BENDING DIAGRAM N.T.S. bw m 1I / / / //R ZZlaT' T.VZl< /1:12:1/7/-.1/2 ¢47 en +m \LOO 12 Aaa•P L= i - 11— ms•4fl •o baba. 1 14' I(O ' 6 EXISTING FOUNDATION /GROUND FLOOR PLAN, T T —ICI L EXISTING GRADE BEAM SCHEDULE REINFORCING STEEL #.3 STIRRUPS REMARKS MARK n EL. TOP F RFAM SIZE BOTT BENT TOP C E No. SPACING 8 -1 +1' -10" 8826 - 6'.12" C.C. THRUOUT 8 -2 +1' -t0' 8026 •1 96 •I 98 1 94 - 6",12" C.C. THRUOUT •TNRU 8-1 8 -3 +2• -8' 8X36 2 IS 2 - 16" C.0 THRUODUT ADDITIONAL 2 P4 60167. AT CENTER BEAM 8 -4 +1' -9' 8025 1 97 1 98 4 6'. 10' B -4A l' -9' 8X25 1 97 1 98 - 8 -5 +1' -1 1/2" 8218 1 97 196 4 8-4 +1' -1 4/2" 8818 1 98 •1 96 10 4'. 406' CC EA. END •THRU 6 -5 8 -7 +0' -7 1/2" 8824 2 99 •1 �' 12 5 ".5 010 •EA END -- +1' -11/2" 8%24 1 910 1 910 10 5 ",4 CD 10 8 -9 +0' -71/2' 8016 1 95 196 - 8 -10 +1' -7" 12%23 1 910 •1 911 10 5 ",4 CL: 10 •1HRU 8 -11 8 -11 +1• -7" 12X23 2 95 1 95 3 3 010 8 -12 +2• -4 8834 2 99 - 8 °,12 ", 16" C.C. THRU ABOIEONAL 294 HOW[. AT CENTER EA ENO 8 -13 +0• -4• 8X18- •2 94 1 6" "THRU B -14 8 -14 +0' -4' 8X16 •2 94 2 6" •THRU 8 -13 8 -15 +0' -4" 8X14 2 95 2 94 8 -16 +0 -4' 8820 •I 98 - •THRU 8 -18 8 -17 +0' -4" 8820 •2 95 1 911 - •THRU 8 -17 8 -18 +O' -4' 8 %20 1 1910 2 LA: b , 609 RE: 6'.9' BUILT UP BEAM 8 -19 +1• -9 1/2" 8830 2 95 2 95 - 14" C.C. THRU 294 MCH14 AT CENTER 8 -20 +1' -9 1/2" 8X30 2 95 2 95 - 14" C.C. THRU 2 AT #CENTER 6 -21 +0' -7 1 /2" 8820 2 95 - 2 98 5 LE: 4. 4 ®6 RE: - 8-22 +0 -7 1 /2" 8820 1 1 99 ..'.' 4' . 66 6B 4' T 0 9" 8 -23 +0' -7 1/2" 8820 2 0 1 96 - 8 -24 +1' -0' 8820 1 98 1 99 1 98 1 96 12 8'.5 6 9' 8 -25 +1' -0" 8520 2 95 1 96 - 8 -28 +0' -7 1/2' 8620 1 95 - 8-27 +0' -7 1/2' 8X20 •1 95 •1 95 1 96 - •THRU 8 -26 8-28 +0' -7 1/2' 9020 1 96 1 97 1 96 12 97,5 0 9' 8 -29 +0' -7 1/2" 8X20 295 1 98 3 RE: 204'•6' 8 -30 +1' -0' 8824 1 910 1 911 - PAO UP BEAM 0 -31 +1' -0' 8824 '1 97 297 18 6 ",8", 8 010 •1 97 1990 8 -30 B -32 +1' -7' 12X24 1 97 3 6 ".2 0 8' 8 -33 +1' -7' 12%24 •2 95 •2 95 - •1HRU 8 -32 8-34 +1' -7' 8820 1 99 1 96 8 2'. 2 0 9' 8 -35 +1 -2' 8/12 % 2 2910 1 9S "1 99 3 RE B . 8 . 3 10 • EA END 8 -36 +0' -8' 12/8 X 2 1 i0 2 97 3 RE: 6'.' 2 0 10 8 -37 +0' -8" 8924 2 95 2 95 2 97,10" 8-38 +0' -1' 8812 195 2 3 3 0 5' 8 -39 +1' -7" 8830 1 97 1 98 1 96 - 6 ",14" C.C. 1R000T T ADOInONAL N4�AORL. AT CENTER Or 8-40 +1' -7" 4830 •2 96 •2 98 - 8',14" C.C. THRUOUT "1RU 8 -41 B -41 +1' -7' 8030 1 96 3 8', 10', 14" "THRU 8 -41 TROTTA RESIDENCE G2 CONSULTING GROUP, INC. Robert T. Garcia, P.E 9725 S.W. 4TH TERR., Miami, Florida 33174 PH(786)2940032; FAX (786)2940032 LIC #51370, CA 25882 CHECK BY: RG DATE: 10/11/04 SUBJECT: TROTTA RES SHEET NO. /Z OF 17 CHECK BY: RG DATE: 10/11/04 MIAMI SHORES, FLORIDA JOB #: 2001 o DESIGN CALCULATIONS sJ E' Si 1,-- $ M G a •`mow D t • s.. n r b. rc �a41i LI-41 )coesPi' 3a0 v „ ,,+ re • t.� �35•`� �s � 41-S. SEA. Ur fv Pr- 41StJ L} "111 G2 CONSULTING GROUP, INC. Robert T. Garcia, P.E 9725 S.W. 4Th TERR., Miami, Florida 33174 PH(786)2940032; FAX,(786)2940032 LIC #51370, CA 25882 CHECK BY: RG DATE: 10/11/04 SUBJECT: TROTTA RES SHEETNO./3 OF 1'I CHECK BY: RG DATE: 10/11/04 MIAMI SHORES, FLORIDA JOB #: 2001 Bending Moment, Mz All Members: Max = 26.7 K-ft (M2) Min = -31.6 K-ft (M2) DESIGN CALCULATIONS CHECK BY: RG CHECK BY: RG G2 CONSULTING GROUP, INC. Robert T. Garcia, P.E 9725 S.W. 4TH TERR., Miami, Florida 33174 PH(786)2940032; FAX (786)2940032 LIC #51370, CA 25882 DATE: 10/11/04 SUBJECT: TROTTA RES SHEET NO. (/ OF l7 DATE: 10/11/04 MIAMI SHORES, FLORIDA JOB #: 2001 DESIGN CALCULATIONS G c-k` Pe / ae re a•-a 7'-n -7 4- lQ)l*t- r d 1,7 S'-r- Z2.5/Y/2 3 Ca eH 36 k F9' 73/.6 k'd 6--)0.0)4-34-K 1728 'I y. 5 v. 2 °1 X 1 04) X o.1 or Cr •72x (2.2.0"y 17113 CHECK BY: RG CHECK BY: RG DATE: 10/11/04 DATE: 10/11/04 G2 CONSULTING GROUP, INC. Robert T. Garcia, P.E 9725 S.W. 4TH TERR., Miami, Florida 33174 PH(786)2940032; FAX (786)2940032 LIC #51370, CA 25882 SUBJECT: TROTTA RES SHEET NO./ 'OF /7 MIAMI SHORES, FLORIDA JOB #: 2001 DESIGN CALCULATIONS c 114-Ec ,3 tea_.. Pr- v7 c�i.JC ✓G'- E P. es---( 7.8sx 3 x Sx-= 6 3,1)Y '1r 7,2--0 6 f-a /L 1') .(, s- 7-7t.c 5 7 t� j7 -761'2A)41 Fy A- 7 -axles SE Ash C r � 1 2 tij 61-f- , ` rte /� "V S / r 3 / • Or 'C S.c_ - 3 /Y />c) L,6 Z-C,.; T p 1 G y Ls� r r a.. 7-c 2Y( /. %b`v¢-f7,7vo) ! - 717 J 7 62/4 ir��. f 2 y G2 CONSULTING GROUP, INC. Robert T. Garcia, P.E 9725 S.W. 4TH TERR., Miami, Florida. 33174 PH(786)2940032; FAX (786)2940032 LIC #51370, CA 25882 CHECK BY: RG DATE: 10/11/04 SUBJECT: TROTTA RES SHEET NO. /4OF 17 CHECK BY: RG DATE: 10/11/04 MIAMI SHORES, FLORIDA JOB #: 2001 DESIGN CALCULATIONS ,vC_r 1 ,� ✓7 Tc t. u3 'P so--L ceC (7S 6y VP L , - - X 1614-- ,2 /$c- l'qqS " Cfis 46 P746 v 7 7 1f x "Far 4 d w 4- s f c! 1(-'4 e.-70,0t �-c CHECK BY: RG CHECK BY: RG DATE: 10/11/04 DATE: 10/11/04 G2 CONSULTING GROUP, INC. Robert T. Garcia, P.E 9725 S.W. 4TH TERR., Miami, Florida 33174 PH(786)2940032; FAX (786)2940032 LIC #51370, CA 25882 SUBJECT: TROTTA RES SHEET NO. /7 OF 17 MIAMI SHORES, FLORIDA JOB #: 2001 DESIGN CALCULATIONS NEW ADDITIONAL 2X8 @24" WD PT JOISTS SYP#2 NAILED NEXT TO THE EXIST JOISTS WOOD BEAMS /JOIST (NDS1991ed) Fb= 1200 psi 1= 47.63477 in." 4 FV= 90 psi S= 13.14063 in. ^3 E= 1.6 x10E06 psi Fv'= 90 psi depth= 7.25 in Fb'= 1380 psi with 1.5 in E'= 1600000 psi span= 10 ft RB= 4.396969 s= 2 ft FbE= 36248.28 le= 0.5 ft CL= 0.998029 Ct= 1 Cr= 1.15 Fball= 1377.28 psi (IF CL not =1.0) Cf= 1 Fball= 1380 psi (IF CL not =1.0) CF= 1 Ct= 1 select Fball= 1377 CD= 1 Cm= 1 AIIow.PSF controlled by bending: 60.61705 AIIow.PSF controlled by shear: 74.60961 AIIow.PSF controlled by deflect: 56.39956 L/360 TROTTA RES GRAVITY, UPLIFT T0-20 -2004 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 2 2:03:36 AM Licensed to: G2 CONSULTING GROUP,INC, MIAMI, FL FILE NAME C: \PROGRA- 1\ADOSS \DATA \TROTTA1.ADS PROJECT ID. trotta res SPAN ID. exist.gbm24 ENGINEER rg DATE 10/14/20 TIME 11:59:39 UNITS U.S. in-lb CODE ACI318 -95 SLAB SYSTEM CONTINUOUS BEAM FRAME LOCATION INTERIOR DESIGN METHOD STRENGTH DESIGN NUMBER OF SPANS 4 CONCRETE FACTORS SLABS BEAMS COLUMNS DENSITY(pcf ) 150.00 150.00 150.00 TYPE NORMAL WGT NORMAL WGT NORMAL WGT fc (ksi) 3.00 3.00 3.00 density factor 1.00 1.00 1.00 fr (psi) 410.80 410.80 410.80 REINFORCEMENT DETAILS: NON- PRESTRESSED YIELD STRENGTH (flexural) Fy = 40.00 ksi YIELD STRENGTH (stirrups) Fyv = 40.00 ksi DISTANCE TO RF CENTER FROM TENSION FACE: AT BEAM TOP = 1.50 in OUTER LAYER AT BEAM BOTTOM = 3.50 in FLEXURAL BAR SIZES: MINIMUM l MAXIMUM AT BEAM TOP = # 4 #14 AT BEAM BOTTOM = # 4 #14 MINIMUM SPACING: IN BEAM= 1.00 in 10-20 -2004 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 3 2:03:36 AM Licensed to: G2 CONSULTING GROUP,INC, MIAMI, FL SPAN /LOADING DATA * * * * * *** *** *** *** SPAN (LENGTH Tslab 1 WIDTH L2 * * *I SLAB 1 DESIGN COLUMN 1 UNIFORM LOADS I NUMBER( L1 1 LEFT RIGHT 1 SYSTEM 1 STRIP STRIP * *I S. DL LIVE 1 1 (ft) (1n)1 (ft) (ft) 1 1 (ft) (ft) 1(Psf ) (Psf )I 1 1 1 1 1 1 1 1 1 1* 1 .5 .01 .3 .3 1 5 1 .7 .71 .0 .0 1 2 1 17.3 .01 .3 .3 1 5 1 .7 .71 .0 .0 1 3 1 10.3 .01 .3 .3 1 5 1 .7 .71 .0 .01 4* 1 .5 .01 .3 .3 1 5 1 .7 .71 .0 .0 1 1 1 1 1 1 * - Indicates cantilever span information. ** -Strip width used for positive flexure. ** * -L2 widths are 1/2 dist. to transverse column. "E "- Indicates exterior strip. PARTIAL LOADING DATA ********* ********** SPANILOADITYPEI PARTIAL DEAD LOADS ILOADITYPEI PARTIAL LIVE LOADS 1 No.l No.1 1 Wa Wb La Lb 1 No.l 1 Wa Wb La Lb 1 1 1 1 1 1 1 I 111 111 I 1 *I 1 1 1 1 1 I 21 1 IUNIFI 690.0 .0 .0 17.31 1 IUNIFI 460.0 .0 .0 17.31 21 2 ICONCI 4.8 .0 3.0 .01 2 ICONCI 4.8 .0 3.0 .01 3 1 1 IUNIFI 690.0 .0 .0 10.31 1 IUNIFI 460.0 .0 .0 10.31 4 *I 1 1 1 1 1 1 -I 1-1 1.-I 1 i * - Indicates cantilever span information. UNITS FOR: UNIFORM LOAD: Wa pif La & Lb... ft CONCENTRATED LOAD: Wa kips La ft TRAPEZOIDAL LOAD: Wa & Wb..plf La & Lb... ft MOMENT: Wa ft-k La ft NOTE: Local effects of partial loadings are NOT considered by ADOSS, compute manually. TO-20-2004 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 4 2:03:36 AM Licensed to: G2 CONSULTING GROUP,INC, MIAMI, FL BEAMS ALONG SPAN DATA SPAN 1 BEAM 1 BEAM DEPTHS 1 HAUNCH LENGTHS 1 NUMBER' WIDTH 1 LEFT CENTER RIGHT 1 LEFT RIGHT 1 1 (in)! (in) (in) (in) 1 (ft) (ft) 1 1 1 I 1 1 1 1 1 1 1 8.01 20.0 20.0 20.01 .0 .01 2 1 8.01 20.0 20.0 20.0 1 .0 .01 3 1 8.01 20.0 20.0 20.01 .0 .01 4 1 8.01 20.0 20.0 20.01 .0 .01 -I1 1 1'0 -20 -2004 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 5 2:03:36 AM Licensed to: G2 CONSULTING GROUP,INC, MIAMI, FL COLUMN/TORSIONAL DATA * * *** * * * * * * *** * * * * * ** COLUMN 1 COLUMN ABOVE SLAB 1 COLUMN BELOW SLAB 1 CAPITAL ** 'COLUMN MIDDLE' NUMBER 1 C1 C2 HGT 1 C1 C2 HGT IEXTEN. DEPTHISTRIP* STRIP *I 1 (in) (in) (ft) 1 (in) (in) (ft) 1 (in) (in) 1 (ft) (ft) 1 1 1 1 1 1 1 1 1 .0 .0 .0 1 12.0 12.0 10.01 .0 .01 .7 .01 2 1 .0 .0 .01 12.0 12.0 10.01 .0 .01 .7 .01 3 1 .0 .0 .01 12.0 12.0 10.01 .0 .01 .7 .01 1 1 1 Columns with zero "C2" are round columns. * -Strip width used for negative flexure. Capital extension distance measured from face of column. COLUMN 1 SUPPORT I NUMBER 1 FIXITY* 1 1 1 1 1 1 0% 2 1 0% 3 1 0% * - Support fixity of 0% denotes pinned condition. Support fixity of 999% denotes fixed end condition. 1+0 -20 -2004 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 6 2:03:36 AM Licensed to: G2 CONSULTING GROUP,INC, MIAMI, FL LATERAL LOAD /OUTPUT DATA * * * *** * *** * * * * * ********* LATERAL LOADS ARE NOT SPECIFIED OUTPUT DATA PATTERN LOADINGS: 1 THRU 4 PATTERN LIVE LOAD FACTOR (1 -3) = 75% LOAD FACTORS: U = 1.40 *D + 1.70 *L U = .75( 1.40 *D + 1.70 *L + 1.70 *W) U = .90 *D + 1.30 *W OUTPUT OPTION(S): Input Echo Column Service Load Table Centerline Moments and Shears Segmental Moments and Shears Column Strip Distribution Fac Shear Table Reinforcing Required Bar Sizing Additional Information Deflections Material Quantities TOTAL UNFACTORED DEAD LOAD = 28.192 kips LIVE LOAD = 17.554 kips Th -20 -2004 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 7 2:03:36 AM Licensed to: G2 CONSULTING GROUP,INC, MIAMI, FL SERVICE LOAD TABLE FOR INPUT TO PCACOL SLENDER COLUMN DESIGN ******** * * *, * *****, **** * ********* * * ****, ,** *** * ** COLUMN NUMBER 1 AXIAL LOAD MOMENT AT MOMENT AT (kips) TOP (ft -k) BOT (ft -k) LOAD PTRN 1 DEAD LIVE 5.2 LATL .0 9.4 .0 .0 .0 .0 .0 .0 LOAD PTRN 2 DEAD 9.4 .0 .0 LIVE -.1 .0 .0 LATL .0 .0 .0 LOAD PTRN 3 DEAD 9.4 .0 .0 LIVE 5.2 .0 .0 LATL .0 .0 .0 LOAD PTRN 4 DEAD 9.4 .0 .0 LIVE 6.8 .0 .0 LATL .0 .0 .0 COLUMN NUMBER 2 AXIAL LOAD MOMENT AT MOMENT AT (kips) TOP (ft-k) BOT (ft-k) LOAD PTRN 1 DEAD LIVE 7.8 LATL .0 17.7 .0 .0 .0 .0 .0 .0 LOAD PTRN 2 DEAD 17.7 .0 .0 LIVE 2.1 .0 .0 LATL .0 .0 .0 LOAD PTRN 3 DEAD 17.7 .0 .0 LIVE 5.7 .0 .0 LATL .0 .0 .0 LOAD PTRN 4 DEAD 17.7 .0 .0 LIVE 10.3 .0 .0 LATL .0 .0 .0 i0 -20 -2004 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 8 2:03:36 AM Licensed to: G2 CONSULTING GROUP,INC, MIAMI, FL SERVICE LOAD TABLE FOR INPUT TO PCACOL SLENDER COLUMN DESIGN ********* irk***** ****** ****** ******* COLUMN NUMBER 3 AXIAL LOAD MOMENT AT MOMENT AT (kips) TOP (ft-k) BOT (ft-k) LOAD PTRN 1 DEAD 1.1 .0 .0 LIVE 1.6 .0 .0 LATL .0 .0 .0 LOAD PTRN 2 DEAD 1.1 .0 .0 LIVE 1.6 .0 .0 LATL .0 .0 .0 LOAD PTRN 3 DEAD 1.1 .0 .0 LIVE -1.3 .0 .0 LATL .0 .0 .0 LOAD PTRN 4 DEAD 1.1 .0 .0 LIVE .4 .0 .0 LATL .0 .0 .0 NOTE: Add dead, live and lateral axial loads as appropriate. Top moments are those at joint bottom. Bottom moments are those at joint top. Moments are positive when counter - clockwise. Axial forces positive when compressive. 1'0 -20 -2004 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 9 2:03:36 AM Licensed to: G2 CONSULTING GROUP,INC, MIAMI, FL -- STATICS PRINT -OUT FOR GRAVITY LOAD ANALYSIS ---- *, * * *** * *, JF * * * * *** * ******* * *** * * * **** JOINT MOMENTS (ft -kips) JOINT PATTERN -1 PATTERN -2 NUMBER LEFT RIGHT TOP BOTTOM LEFT RIGHT TOP BOTTOM 1 .0 .0 .0 .0 .0 .0 .0 .0 2 -72.5 72.5 .0 .0 -50.0 50.0 .0 .0 3 .0 .0 .0 .0 .0 .0 .0 .0 JOINT PATTERN -3 PATTERN -4 NUMBER LEFT RIGHT TOP BOTTOM LEFT RIGHT TOP BOTTOM 1 .0 .0 .0 .0 .0 .0 .0 .0 2 -69.1 69.1 .0 .0 -81.1 81.1 .0 .0 3 .0 .0 .0 .0 .0 .0 .0 .0 JOINT SHEARS (kips) JOINT PATTERN -1 PATTERN -2 PATTERN -3 PATTERN -4 NUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT LEFT RIGHT 1 .0 22.0 .0 13.0 .0 22.0 .0 24.7 2 -21.8 16.1 -14.3 13.9 -21.6 12.8 -24.4 18.0 3 -4.3 .0 -4.3 .0 .6 .0 -2.3 .0