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RC-10-1542Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 167325 Permit Number: RC -8 -10 -1542 Scheduled Inspection Date: December 05, 2011 Inspector: Bruhn, Norman Owner: JONES, WILLIAM Job Address: 379 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: RHINO CONSTRUCTION Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Alteration Phone Number Parcel Number 1132060136130 Phone: (305)206 -6761 Building Department Comments REMODEL ONE BATHROOM ONE BEDROOM AND LAUNDRY ROOM Passe /I-'/ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments December 02, 2011 For Inspections please call: (305)762 -4949 Page 40 of 46 INSPECTION RECORD Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 POST ON SITE Permit NO. RC -8 -10 -1542 INSPECTION REQUESTS: (30S)762 -4949 or Log on at https : / /bldg.miamishoresvillage.com /cap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Residential Construction Expires: 06/28/2011 Parcel #:1132060136130 Owner's Name: WILLIAM JONES Job Address: 379 NE 94 Street Bond Number: Miami Shores. FL Owner's Phone: Total Square Feet: 1500 Total Job Valuation: $ 60,000.00 Contractor(s) RHINO CONSTRUCTION Phone Primary Contractor (305)206 -6761 Yes WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD STRUCTURAL DATE INSP INSPECTION DATE INSP Foundation 2 Rou • h M11121119Mi ci Stemwall To• Out Fire Sprinklers Slab ELECTRICAL INSP Columns (1st Lift) DATE Temporary Pole Columns (2nd Lift) 30 Day Temporary Tie Beam Pool Bonding Truss /Rafters Pool Deck Bonding Roof Sheathing Pool Wet Niche Bucks $ i,L-j% Windows /Doors ,i /D.64( Main Drain Interior Framin Slab 7- .f'i r Insulation Wall Rough Ceiling Grid <-A-4 Drywall Firewall Rough Catch Basins Wire Lath Rough Condensate Drains Pool Steel Telephone Final , HRS Final Pool Deck TV Rough FINAL PLUMBING Final Pool TV Final Final Fence Cable Rough 57434' (3 A firkki Screen Enclosure Cable Final Driveway Intercom Rough MECHANICAL INSPECTION Driveway Base Intercom Final Tin Cap Alarm Rough Roof in Progress Alarm Final MI NN Mop. in Progress Fire Alarm Rough Final Roof Fire Alarm Final Shutters Attachment Service Work With FINAL ELECTRICAL COM E Final Shutters IP/' w, 1 A-1 'IL Rails and Guardrails Final Pool Heater Final Vacuum 1111,IMal�/ FINAL MECHANICAL ADA com • liance FINAL DOCUMENTS ni Soil Bearing Cert S Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL. COMMENTS ZONING INSPECTION DATE INSP Zoning Final laillitAm ZONING COMMENTS Water Service 2 Rou • h M11121119Mi ci To• Out Fire Sprinklers ELECTRICAL INSP INSPECTION DATE Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche $ 'Underground / ` / /4tr%"/ Footer Ground Main Drain Slab Pool Piping Wall Rough Backflow Preventor Ceiling Rou _ Rough Catch Basins Rough Condensate Drains Telephone Final , HRS Final 2S�j%%1/".224 COMA, E TV Rough FINAL PLUMBING v--, AffilniffitilliP"Aig.AM TV Final Cable Rough 57434' (3 A firkki Cable Final Intercom Rough MECHANICAL INSPECTION Intercom Final Alarm Rough Roush AO Alarm Final MI NN Fire Alarm Rough Fire Alarm Final , k' L '� TS Service Work With FINAL ELECTRICAL COM E 7.620. / 'L Gt IP/' w, 1 A-1 'IL Final Ventilation INSPECTION Final Sprinkler m PLUMBING INSPECTION DATE IA laillitAm Rough Water Service 2 Rou • h M11121119Mi ci To• Out Fire Sprinklers , Septic Tank f Sewer Hook -up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final 2S�j%%1/".224 COMA, E i TS /- FINAL PLUMBING v--, AffilniffitilliP"Aig.AM 57434' (3 A firkki '< MECHANICAL INSPECTION Underground Pipe 1m Roush AO WPM MI NN entilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum 1111,IMal�/ FINAL MECHANICAL A ni VfIWV COMME S Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 150531 Permit Number: RC -8 -10 -1542 j Inspection Date: November 28, 2011 Inspector: Dacquisto, David Owner: JONES, WILLIAM Job Address: 379 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: RHINO CONSTRUCTION Permit Type: Residential Construction Inspection Type: Declaration of Use Work Classification: Alteration Phone Number Parcel Number 1132060136130 Phone: (305)206 -6761 Building Department Comments REMODEL ONE BATHROOM ONE BEDROOM AND LAUNDRY ROOM 0 CO /1/30/1/ Passed rvi Inspector Comments Failed Correction Needed Re- Inspection Fee • No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 November 28, 2011 Page 1 of 1 DOCUMENT COVER.PAGE• • For those documents not providing the regained space on the first page, this cover page describing the document in stifficient detail to prohtit its transference to another document can be attached. An additional recording fee for tits page must be remtted. Description of Document Given By To 111111111111111111111111111111111111111111111 CFN 2011R0787579 OR Bk 27903 Ps s 0776 - 777; (2Pss) RECORDED 11/22/2011 13:5855 HARVEY MIN, CLERK OF COURT. MIAMI-DADE COUNTY, FLORIDA ektlizA-hoiv Ose (Mortgage, Deed, Con Lion. Et — Will; A im t3%/eiC (Names of NI Mortgagoie o Graritors) (Names of Mortgagees or Grantees) Property Description (If Applicable) ,39-9 /1/t As more more fully described in above described document •■• F.S. 69526 Requirements for recording instmrnents affecting real property (Relevant excerpts of statute) (1) No instrument by which the tie to real property or any interest therein is conveyed, assigned, encumbered,. or otheiwise disposed of shall be recorded by the Clerk of the Circuit Court unless: • A 34nch by 3-inch space at the top right-hand corner on thefirst page and a 1-inch by 3- inch space at the top right-hand comer on each subsequent page are reserved for use by the Clerk of the Court. PREPARED BY: ;1,4 ga.v.a DECLARATION OF USE KNOW ALL MEN BY T&"4/L SERESEN WHEREAS, the undersigned e • CAf $ situated and being in Miami Shores Village, Flori a: f ` *�- t S L f 1 ( Subdivision), according to the plat the eof, as recorded in the Plat Lots) ��! "� Cr Ii'' I� Block of � f.�Mt — -- Page (4 f'4 of the Public Records of Mianii -Dade County, Florida, (address) 315 ov and WHEREAS, the undersigned owner(s) have sought certain development approval from Miami Shores and are providing this document in consideration thereof and to induce the Village to grant same: NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is acknowledged, the undersigned do(es) hereby declare and OR B . 27903 PG 0777 LAST PAGE Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Is/are the fee simple owners) of the following described property (Property') agree: 1. That the Property will not be used in violation of any ordinance of Miami Shores village or Miami -Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single family residence only. 3. That he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all•lerms and conditions set forth herein. FURTIIER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above Property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her and assigns and may onlybe released by Miami Shores Village, or its successors, in accordance with the codes, rules and regulations of said Village then In effect. IN WITNESS WHEREOF, the undersigned has/have caused hand(s) and seals) to be affixed hereto on this 20041 WITNESS(E f ti,lr■ Signature and Print ) o RA - 1-11.6. Signature / 1''/ ���✓1 and Print STATE OF FLORIDA COUNTY OF MIAMI -DADE I HEREBY CERTIFY that on this day personally appeared before m who is rsona� Ilto me or has produced • (type of identification) as identification and he/she acknowledge that he/she executed the foregoing, freely and voluntarily, for purposes therein expressed. SUSAN DEE SCHNUR MY COMMISSION # EE2SS40 EXPIRES; SepBa aber 17, 2014 ABY PL Nafsy, nit000tAttoa Co. day Signatur and Print 2• Signature and Print SWORN TO AND SUBSCRIBED before me on this No., day of My commission expires: NOTARY PUBLIC, STATE OF FLORIDA STATE OF FLORIDA, y OF DACE E I HERESY CERTIFY tt this )ez of the ungtre�t , i� M on day s WITiVESS my hand arid Ov HARVEY RUV1N, CLE By Sod / >s BAd Curis, Permit Number: RC -8 -10 -1542 I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 150528 Inspection Date: November 28, 2011 Inspector: Bruhn, Norman Owner: JONES, WILLIAM Job Address: 379 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: RHINO CONSTRUCTION Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Alteration Phone Number Parcel Number 1132060136130 Phone: (305)206 -6761 Building Department Comments REMODEL ONE BATHROOM ONE BEDROOM AND LAUNDRY ROOM Passed 4,4704( Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 November 28, 2011 Page 1 of 1 Rhino Construction 1865 Brickell Avenue A909 Miami, Florida 33129 305- 801 -0651 305 - 206 -6761 RE: Insulation Affidavit Bill Jones 379 NE 94 Street Miami Shores, Florida We have installed the following insulation at Jones Residence Located at 379 NE 94 Street. We have installed Owens Corning R -30 Kraft 9.5" X 16" X 48" Batts in entire attic space & we have installed R -Matte Plus 3 R -5.0 %" Ridgid Insulation on all exterior walls. to i ti I - 4tAt+OD B IL ING PERMIT APPLICATION Master Permit No. FBC 20 Miami Shores Village o 7 g Building Department OCT 0 7 2011 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 r Permit No.l `42- w/i B 0 ' Permit Type: Owner's Name (Fee Simple Titleholder) Owner's Address 3 €7i City AA- ,11,01. • 'S Vl) /`-C. S State 9 ~Clot--; d.4- Phone # Zip Tenant/Lessee Name Phone # 34.5- 11-1-- 7-`951. Email Job Address (where the work is being done) City Miami Shores Villa • e FOLIO / PARCEL # County Miami -Dade Zip Is Building Historically Designated YES NO Flood Zone Contractor's Company Name /C�Q�'i i1.�/� �Co„�,. Trteii<r,,s phone # 30 s- - � 6-6 `� 6 / Contractor's Address i B s IJ ��- C�I!Zo(/t / v' � 4 l o 'i City PIA, /it..1 • /� State fl Zip 3 3( V /7Y Qualifier Name ry /LAI / r 'L Phone # 30 5- a / — 06 S/ State Certificate or Registration No. 04 Z S 1 3 • Contact Phone ;0 5 — Z.0 % - `a" 6 l Architect/Erigineer's Name (if applicable) E -mail Certificate of Competency No. Value of Work For this Permit $ , ® Square / Linear Footage Of Work: Type of Work: ❑Addition n Alteratio 1 To ❑New ❑ Repair eplace El Demolition YU 4 460%1 dutQ Si ws Describe Work: C� d * * *** * * **** * * ** * * * * * * ** * * * * *** Fees * **** ** ***** * * * * * * * * ** *** * * * * * * * * *xx * *** * ** Sub 1±* Permit Fee $ Notary $` Scanning $ Double Fee $ Structural Review. $ Total Fee Now Due $ 41-'O Training/Education Fee $ Radon $ CCF $ CO /CC $ DPBR $ Violation date: Technology Fee $ Bond $ See Reverse 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature The for day o Owne g instrument was ackn ,20/ /,by ■_,04•411,41 ledded bef who is personally known tcy) me or who has produced As identification and who did take an oath. NOTARY P : LIC: Sign: AA./ `iL IP Print: Mrilka WPAIP Signature Contractor The foregoing ins ment was acknow.: dged before me day of , 20 // , by who isersnnatly know me or who has produced as identification and who did an oath. F. d //x infi' My Commission Expires: SUSAr "T-iNUR MYG MM1s,,K . c.E25540 EXPIRES: Scp$emhc 17, 2014 1.9e41 TARP >'1.NaayDimartM co. * * * * * * * * * * * * * * * * * * * * * * * ** ** APPROVED BY a2Q 10- 7 -I! Sign: Print: My Commissi i ti Y!%4 * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Zoning Clerk checked Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 (10-5v1v Inspection Number: INSP- 167326 Permit Number: WS -8 -10 -1521 Scheduled Inspection Date: December 05, 2011 Inspector: Bruhn, Norman Owner: JONES, WILLIAM Job Address: 379 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: RHINO CONSTRUCTION Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132060136130 Phone: (305)206 -6761 Building Department Comments INSTALL 4 IMPACT DOORS Passe/��F)Z1 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments cc December 02, 2011 For Inspections please call: (305)762 -4949 Page 41 of 46 1 Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Project Address Parcel Number Applicant 379 NE 94 Street Miami Shores, FL 1132060136130 Block: Lot: WILLIAM JONES Owner Information Address Phone CeII WILLIAM JONES 379 NE 94 Street MIAMI SHORES FL 33138 -2842 Valuation: Total Sq Feet: $ 8,700.00 20 1 Type of Work: INSTALL 4 DOORS No of Openings: 4 Additional Info: Classification: Residential Scanning: 2 , Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: -, Amount $5.40 $2.10 $2.10 $1.80 $140.00 $6.00 $7.20 $164.60 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-8 -10 -38756 08/24/2010 Check #: 1508 $ 50.00 $ 114.60 01/03/2011 Check #: 2397 $ 114.60 $ 0.00 Available Inspections: 1 Inspection Type: , In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. January 03, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date January 03, 2011 Miami Shores Village Building Department 10050 N.E,2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No, Master Permit No. Permit Type: BUILDING) ROOFING Owner's Name (Fee Simple Titleholder) wner's Address City t- Tenant/Lessee Name Email Phone # State Zip Phone # ob Address (where the work is being done) City Miami Shores Village_ County Miami -Dada Zips' FOLIO / PARCEL # Is Building Historically Designated Contractor's Company Name Contractor's Address 1 t ( ` 6 rs City U Vl y MivN a � Sta te Qualifier Name ,i J 0 '7_, State Certificate or Registration No. EC, C. �(P`L� lb"; Contact Phone 3o •S €b0( } NO Flood Zone `7 0. Phone E -mail Zip Phone # 305 o5 24)0 6'4-4( Certificate of Competency No. Architect /Engineer's Name (if applicable) Phone Value of Work For this Permit $ Square /Linear Footage Of Work: _ Type of Work: ❑Addition ❑Alteration (LlNew { Repair/Replace Describe Work: JP/411A t' 1" `ill � � \% D S Demolition * * * * * * * ** Submittal Fee $ Permit Fee $ Notary $ Scanning S_ Radon $ DPBR $ Double Fee $ "C $ Training /Education Fee $ Violation date: Structural Review. $ Technology Fee $ Bond $ Total Fee Now Due Bonding Company's Name (if applicable) sY Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City 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, OWNER'S AFFIDAVIT. I certify that all the foregoing information 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." k will be done in compliance ith. all 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 approved and a reinspection fee will be charged. ignature_ Owner orgenl°r Contractor The foregoing instrument was acknowledged before Dee this a 4` The foregoing instrument was acknowledged before me th day of_3li y , 20 !®, by IV t ) /tom c J o,V L day of 20 by t G who is nezonally known to me or who has produced who is ersonailyknown to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Co NOTARY PL1HL1C: nission Expire, Signo� Print: My Commission Expi •� SUSAN DEE SCHNUR * MY COMMISSION # DD 584585 EXPIRES. September 17, 2010 Bonded T1 ru 5u0et Notary Sense r >ti * * * * * * * **** APPRO DBY Plans Exarrainer :oni Engine (Revise( 07/10/07 Revised 06/10/2009) Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: ,4ta..r-'°.' a3 se, Permit No. 0 • cola Deaeri • don of Window or oor or `ma on Product Aeee • tune um ProduetAJ•roval 0•eeln: D- n Roe 60 W ;: Shutter Re•ulred es 'c ea go reaaure aura Mullion Re • uired ea o IDS •aet e1 FD- 450 oS- 0723.04 "PD -450 C "PD- A50 o9- O1'23.04 ce -oz23 .off + PSF • PEW + MP PSP fi too- o -- 4.72 6- o "xa-g" - too•0 - ..c2J5L.(ts"xo".) -� too -o Cos G- O"'(6 -S" %lo t'0 t\[a N.o + 1oo.o 51.' 4 21_8"xG' -8" -- 100.0 --5C0_ 5$ Kto Cfgs COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Cal Windows & Doors 10100 N. W. 25th Street Miami, Fl. 33172 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -t563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by • the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "450" Outswing Aluminum Door w/wo Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W98 -01, titled "Series 450 Doors & Sidelites ", sheets 1,1.1 through 7.1 of 7.1, prepared by Al Farooq Corporation, dated 10/20/97 and last revised on July 14, 2009, signed and sealed by Arshad Vigor, 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 Impact Limitations: 1. See sheets 6 & 7 for unit sizes, anchors and design pressure ratings 2. For mulled units lower design pressure of doors or mullion shall control. 3. lx or 2x bucks to be properly secured to transfer the imposed loads. 4. Doors with saddle threshold (SS) is not approved for water rating. 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 chat! 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 # 06- 0127.02 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P. E. NOA No. 09-0723.04 Expiration Date: November 09, 2011 Approval Date: September 23, 2009 Page 1 CGI Windows & Doors, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 06- 0127.02) 1. Manufacturer's die drawings and sections. 2. Drawing No.W98-01, titled "Series 450 Doors & Sidelites", sheets 1, 1.1 through 7.1 of 7.1, prepared by Al-Farooq Corporation, dated 10/20 /97 and last revised on July 14, 2009, signed and sealed by Arshad Vigar, F.E. B. TESTS (transferred from file # 06- 0127.02) Original test conducted per FBC, PA 201, 202 &203 -94 now known as FBC, TAS 201, 202 & 203 -94. 1. Test report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94. 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 5) Large Missile Impact Test per SFBC and PA201 -94 6) Cyclic Wind Pressure Loading per SFBC and PA203 -94 Along with manufacturer's parts and section drawing mariced --up drawings of an aluminum In/out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL -97055 ( 0080 - 912 -97) dated 09/23/97 thru 02/27/98 for specimen #1, 2, 3, 4 tested per PA202 -94, specimen #4, 5A, 5B, 5C tested per PA201 -94 & PA203 -94, signed and sealed by Timothy S. Marshall, P.E. 2. Additional test report on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 2) Large Missile Impact Test per SFBC, PA201 -94 3) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL- 01071 (0080-0402-02) dated 04 /01/20028 tested per PA201 -94 & PA203 -94, signed and sealed by Vinu Abraham, P.E. C. CALCULATIONS 1. Anchor verification calculations , complying w/ FBC 2007, prepared by Al- Farooq Corporation, dated July 14, 2009, signed and sealed by Arshad Vigar, P.E. 2. Glazing complies with ASTME - 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0127.13 issued to Solutia, Inc. for "Solutia Interlayers for laminated glass", expiring on 04/04/2014. F. STATEMENTS 1. Statement letter of conformance and "no financial interest ", dated July 06, 2009, prepared by A1- Farooq Corporation, signed by Arshad Vigar, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 06- 0127.02, expiring Nov. 09, 2011. 2. Test proposal # 09 -0033, approved on 05/09/97. E -1 1561 1.Lttetµ.L Ishaq L Chanda, P.E. Product Control Examiner NOA No. 09- 0723.04 Expiration Date: November 09, 2011 Approval Date: September 23, 2009 ! TYPICAL 108-3/4" MAX. FRAME HEIGHT -LI- VA 0\ s OUTSWING CI SADDLE SILL STEPS TO USE CHARTS /GRAPHS SEE SHEETS 6 & 7. 6 7/8' 74 -1/2' MULTIPLE SIDELI TES AVAILABLE 108- 3/4" MAX. PANEL WIDTH 11 1/4' FRAME WIDTH D.L. OPG. 30' D.L. OPG. -7/8' / / / WIDTH \ \ \ \ \ \ / / / / / / / \ \ \ \ \ / / / / WIDTH o 94 -1/2' / / / / / / / / / / k \ \ \ \ \ v /\ ' / / / / / i \ \ \ \ \ / / / / \ \ \ \ \ \ \ / / 1 \ \ / / / \ \ \ / 1 / \ \ \ / / / / \ \ \ \ \ \ A / / / \ \ \ / / / / \ / \ \ ■ / / / \ \ _/ MULTIPLE SIDELI TES AVAILABLE 108- 3/4" MAX. PANEL WIDTH D.L. OPG. WIDTH / —\ -7/8' 30' 18 -7/8' / / / 7/8" \ \ \ \ \ \ / / / / / / / \ \ \ \ \ / / / / -7/8' 108' 94 -1/2' / / / / / / / / / / k \ \ \ \ \ v / / / / / i \ \ \ \ \ / / / / \ \ \ \ \ \ \ \ y MULTIPLE SIDELI TES AVAILABLE 108- 3/4" MAX. PANEL WIDTH D.L. OPG. WIDTH 24' 12 -7/8' 30' 18 -7/8' 36' 24 7/8" 42' 30 -7/8' PANEL HEIGHT D.L. OPG. HEIGHT 80' 66 -1/2" 84' 70 -1/2" 90' 76 -1/2' 96' 82 -1/2' 108' 94 -1/2' TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS. ANCHORS TO BE AT 6" FROM CORNERS MAX. SPACING 24" 0.C. AT HEAD & SILL. 113 -1/16' FRAME r WIDTH � / / / / / / / / / / / / / k \ \ \ \ \ v \ \ FRAME HEIGHT = PANEL HEIGHT + 1.750" FRAME WIDTH = PANEL WIDTH + 2.750" revisions: A 11.01.01 8 11.14.02 C OB.05.03 0 12.14.05 E 10.16.06 F 07.10.09 Engr: ARSHAD VIOAR CIVIL FLA. PE # 38863 C.A.N. 3535 4 2009 gilts /DUCT REVISED es complying with the Florid:. Bolding Code Acceptance No Of-0725.0 Expiration nate Ivor of, Zell fititinot LEGEND -0 - OUTSWING DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 of 7) CHART REV. PER ASTM E -1300 & 1997 NOS GLASS TYPES REV. INSOL GLASS ADDED NO CHANGE THIS SHEET NO CHANCE THIS SHEET REV. PER BCCO COMMENTS UPDATED FOR 2007 FBC W98 -01 CG\ WIN4DOWS 8c DOORS 10100 northwest 25 street miomi, florido 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 1 of 7 TT YP CAL FLLVAT 0 \S TRUE HORIZONTAL MUNTIN (1 OR MORE PER PANEL) OPTIONAL TRUE MUNTINS DOOR OR SIDELITE 12 HINGE LOCATION d U 7 v' i / / / / / / / HINGE LOCATION 6 se M 12 RESIDENTIAL HARDWARE r rn 3/16" ANN. GLASS .090 PVB LAYER SAFLEX BY SOLUTIA 3/16" ANN. GLASS d r N J 1.3 3/16" H.S. GLASS .090 PVB LAYER SAFLEX BY SOLUTIA 3/16" H.S. GLASS (01, 111L 1/8" OR 1/4" TEMP. GLASS GE -1200 SILICONE GE -1200 SILICONE GLASS TYPE 13A gig MAX. DOOR HEIGHT NO. / / / / / / / / / / / 1\ ' - \ C \ \ \ \ \ \ 11 \ \ \ \ \ \ 35 / ; ' ABOVE 90 -3/4' \ \\ 106 --�, 1/2' / / N7 . \ COMMERCIAL HARDWARE HINGE LOCATIONS MAX. DOOR HEIGHT NO. REQD. MAX. SPACING UPTO 90 -3/4' 3 35 1/2' ABOVE 90 -3/4' 4 30 1/2' HARDWARE DESCRIPTION 44444 sy�( _ o 0 S lV G C 01 V 0 W U 0 GLASS TYPE 13B TYPICAL GLAZING DETAILS Enyr: ARSHAD VIQAR CIVIL FLA. PE ;f< 38863 C.A.N. 3538 JUL 1 4 2009 AIR SPACE 3/16" ANN. GLASS .090 PVB LAYER SAFLEX BY SOLUTIA 3/16" ANN. GLASS a >- Z 1- % W t- ?0 N i\ Q -1 t7 411 III rr CLASS TYPE 13C rICODUICT REVISED of complying with the ThiWo *tiding Code 6723.011 �tr. nee Ne � Svirstion Date t I Dad LEGEND —0 — OUTSWING DOOR DETAIL — ITEM DESCRIPTION (see sheet 2 of 7) W98 -01 • EWLa WINDOWS 8c DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1.1 of 7 ---^f II II DS -0 11 11 11 FIXED FIXED +_ =_s = =_ Enyr: ARSHAD VIQAR CIVIL FLA. PE ;f< 38863 C.A.N. 3538 JUL 1 4 2009 AIR SPACE 3/16" ANN. GLASS .090 PVB LAYER SAFLEX BY SOLUTIA 3/16" ANN. GLASS a >- Z 1- % W t- ?0 N i\ Q -1 t7 411 III rr CLASS TYPE 13C rICODUICT REVISED of complying with the ThiWo *tiding Code 6723.011 �tr. nee Ne � Svirstion Date t I Dad LEGEND —0 — OUTSWING DOOR DETAIL — ITEM DESCRIPTION (see sheet 2 of 7) W98 -01 • EWLa WINDOWS 8c DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1.1 of 7 BILL OF VAT -RI ALS ITEM 1 [2A 2B 2C 3 6 7 8 9 10 11 12 10 DESCRIPTIO\ #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CONNECTION) 3/8 -16 FULLY THREADED CONTINUOUS ROD 3/8 -16 HEX NUT 1 1/2" X 1 1/2" X 3/16 "THK. ALUMINUM PLATE SHEAR CLIP (EXT. NO. 506) DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 6" FROM ENDS & 24 3/16" 0.0. MAX. 9/32" DIA. HEAD & SILL INSTLL. HOLES AT 6" FROM ENDS, 3 Q CENTER OF PAIRS SPACED 6" 0.0. & 24" 0.C. MAX. #10 X 1" PH —PH —SS TEKS SCREW, © 3" & 7" FROM ENDS & 24" 0.0. MAX. #14 X 3/4" HEX HEAD S/S TEKS SCREW AT 6" FROM ENDS & 24 3/16" 0.C. MAX. .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB # 3032) .350 HIGH FOAM —TITE WEATHERSEAL (AMESBURY # 32011) THREE POINT LOCK AT ACTIVE LEAF A CUSTOM CGI THREE POINT LOCK MECHANISM WHICH CONSISTS OF (1) TITAN KWIKSET SERIES 780 DEADBOLT (OR EQUAL) (2) DEADBOLT LATCH (TOP & BOTTOM) AND CUSTOM CGI INTERIOR LINKAGE MECHANISM 100 REFLECTOLITE SERIES 6000 THREE POINT LOCK MECHANISM HAGER 4 1/2" X 4" SOLID BRASS (OR S /S) HINGE SECURED WITH (8) #12 -24 X 1/2" BRASS F.H. M.S. (3 PER PANEL UP TO 7' -6 3/4" HIGH) (4 PER PANEL OVER 7' -6 3/4" TO 9' -0 3/4" HIGH) FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF (DELTA MODEL 5509) WITH REINFORCED TIP 13 14 15 16 17 18 19 13A 13B 13C 1/2" NOMINAL (.466 ACTUAL) ANNEALED LAMINATED GLASS (2 PCS.) 3/16" THK, ANN. GLASS AND .090" SAFLEX INTERLAYER 1/2" NOMINAL (.466 ACTUAL) HEAT STREN'D LAMINATED GLASS (2 PCS.) 3/16" THK. H.S. GLASS AND .090" SAFLEX INTERLAYER 1" NOMINAL (.966 ACTUAL) INSUL. ANN. LAMINATED GLASS 1/8" TEMP. GLASS (OUTBOARD), 3/8" AIR SPACE AND (2 PCS.) 3/16" THK. ANN. GLASS AND .090" SAFLEX INTERLAYER OR 1" NOMINAL (.966 ACTUAL) INSUL. ANN. LAMINATED GLASS 1/4" TEMP. GLASS (OUTBOARD), 1/4" AIR SPACE AND (2 PCS.) 3/16" THK. ANN. GLASS AND .090" SAFLEX INTERLAYER GE -1200 SILICONE 3/4" X 1 1/4" X 3/4" X 1/8"THK. CONTINUOUS ALUMINUM CHANNEL SECURED WITH INSTALLATION SCREWS ( SEE ITEM 5 ) 1/2" THK. (nom) CUSTOM ALUMINUM PANEL CONSISTING OF (2) .090 THK. ALUM. SHEETS & (1) 1/4" PLYWOOD AT CENTER. 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM TAPE WITH ONE SIDE ADHESIVE PLASTIC WEEP BAFFLE 7/8" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL ANGLE ADAPTOR EXT. = EXTRUSION LIST 500, 501, 502, 506, 507, 508, 509, 510 & 511 ALL EXTRUSIONS ARE 6063 —T6. 02 43 0 W 1� Engr: ARSHAD VIQAR CIVIL FLA. PE # 38863 C.A.N. 3538 JUL 1 4 2009 PRODUCT REVISER as coplying with the Flori r.. Saldthrg Code Acceptance No dpi - 6723 .oY Expiration Date it/eve/ft 2c1/ By C-144t Milted Dade Control r W98 -01 • cxa WINDOWS $c DOORS 10100 northwest 25 street miomi, florid° 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 2 of 7 1X4 PT WOOD FRAME HEIGHT SEALANT 1/4" DIA. ULTRACON O 6" FROM ENDS AND 24" 0.C. (INTERMEDIAT ANCH�pRS) (SEE HEET S N 1/4" DIA. ULTRACON SEE SHEET 6 {,, cc 0 1— lit 0 0 0 2A TYPICAL TYPICAL 4 2X4 PT WOOD OPTIONAL INSTALLATION INTO 2X4 PT WOOD S -0 1 1.844 0 ifl OPTIONAL SQUARE GLAZING 2A 2.082 TYPICAL #12 SCREWS 3/ END a X TYPICAL JAMB ANCHORS 1/4" DIA. ULTRACON Q 6" FROM ENDS AND 20" O.C. (SEE SHEET 6) 1X4 PT WOOD 509 511 1 -1 " MIN. EMBED TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY 14 EXTERIOR 4.852 1/4' AX. SHIM 1.250 2X4 PT WOOD OPTIONAL INSTALLATION INTO 2X4 PT WOOD NOTE: WOOD BUCKS NOT BY CGI MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM. 1/4" DIA. ULTRACON @ 6" FROM ENDS AND 24" 0.C. (INTERMEDIATE ANCHORS) NOTE: ALL ANCHOR CONDITIONS SHOWN ON SHEETS 3, 4 AND 5 MAY BE DIRECTLY TO MASONRY WITH 1 /4" MAX. SHIM SPACE WITHOUT VARIATION IN CAPACITY. .675 L FRAME WIDTH INTERIOR 9 502 4.812 EXTERIOR 505 Engr: ARSMAD VIOAR CIVIL FLA. PE a1 38863 C.A.N. 3538 JUL 1 4 2009 PRODUCT REVISED as sa!►plyiU$ wig tta Thrift Bakiilg Cods A,eeei rice No oii -677-3• 07 Expiration Date ,'1/ o4/?d// i s.c . (-4k� s, Midas 504 375 13 OR OUT SWING DOOR 502 12 16 TOP & BOTTOM OF INACTIVE PANEL W98 -01 • EXIL WINDOWS .8c DOORS 10100 northwest 25 street miomi, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 3 of 7 MULLION —2.878 I- 1.250 —1 511 SMALL SIDELITE STILE (EXT. 503) AT SIDELITES 1' -6" WIDE OR SMALLER. 1X4 PT WOOD —1 /4" MIN. EMBED SWEEP 11 4.812 EXTERIOR @ SEALANT DOOR FRAME WIDTH 1.944 DS -0 THIS SILL IS NOT RATED FOR WATER 4" WIDE SADDLE THRESHOLD 1/4" DIA. ULTRACON © 6" FROM ENDS & 24" 0.C. 1.250 SIDELITE FRAME WIDTH SIDELITE FRAME WIDTH o cgd8 memo O Q Q REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS Engr: ARSHAD VICAR C IL FLA. PE # 38863 :.A.N.. 3538 JUL 1 4 2009 memo' REVISED as eagnplying *skis Ike 1 gatelike Code MftptaseeM4I'llZilY ti Itspiradea alga Glade 1 1/4' SHIM 1 /4" DIA. ULTRACON © 6" FROM ENDS & 20" 0.C. AT INTERMEDIATE ANCHORS SEE SHEET 6 W98 -01 • CG\ WINDOWS 8c DOORS 10100 northwest 25 street miomi, florido 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 4 of 7 #10 X 1" PH —PH SMS S/S (2 PER 3 CLIP) MULLION 51116 4.812 SIDELITE FRAME WIDTH og o 8 IV O VOW b- SEALANT 4.812 SIDELITE FRAME WIDTH Engr: ARSHAD VICAR CIV L FLA. PE # 38863 C.A.N. 3538 JUL 14 2009 ?RODU(r Id NISBD as eagiplying with the Florid& Buiding Code Aeeepteuee 0 23 d! Sarpisatfoa Date Ml 11 sou . atem,.1 Dade .; Cashel Webs REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS W98 —01 • CG\ wlrvaowS 8c DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 5 of 7 • PANEL PERFORMANCE CHART FOR DOORS, SINGLE SIDELITES AND MULLIONS LAMINATED GLASS NOMINAL DIMS. OUT -SWING DESIGN LOAD CAPA'Y -PSF PANEL WIDTH 2/0 2/6 3/0 3/6 2/0 2/6 3/0 3/6 PANEL HEIGHT ANN. LAM. GLASS (TYPE 13A) EXT. 6/8 7/0 100.0 100.0 100.0 87.1 100.0 100.0 100.0 82.6 INT. 100.0 100.0 87.1 .S. LAM. GLASS (TYPE 138) EXT. INT. MULLION LOAD CAPACITY PSF 100.0 110.0 110.0 100.0 110.0 110.0 100.0 110.0 110.0 100.0 110.0 110.0 100.0 100.0 100.0 82.6 100.0 110.0 110.0 100.0 110.0 110.0 100.0 110.0 110.0 2/0 2/6 3/0 3/6 2/0 2/6 3/0 7/6 8/0 100.0 100.0 100.0 76.8 100.0 100.0 100.0 100.0 100.0 76.8 100.0 110.0 110.0 100.0 110.0 110.0 100.0 110.0 110.0 PANEL PERFORMANCE CHART FOR DOORS, SINGLE SIDELITES AND MULLIONS INSULATED LAMINATED GLASS NOMINAL DIMS. OUT -SWING DESIGN LOAD CAPACTY -PSF PANEL WIDTH PANEL HEIGHT INSUL. ANN. LAM. GLASS (TYPE 13C) EXT. INT. 2/0 2/6 3/0 3/6 6/8 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 2/0 2/6 3/0 7/0 80.0 80.0 80.0 80.0 80.0 80.0 2/0 2/6 3/0 7/6 80.0 80.0 80.0 80.0 80.0 80.0 100.0 110.0 110.0 100.0 102.9 110.0 100.0 100.0 110.0 110.0 2/0 2/6 3/0 8/0 80.0 80.0 80.0 80.0 80.0 80.0 100.0 100.0 110.0 100.0 100.0 100.0 110.0 2/0 2/6 3/0 9/0 100.0 100.0 100.0 110.0 100.0 100.0 100.0 110.0 100.0 100.0 100.0 100.0 110.0 110.0 110.0 96.6 80.5 LOADS SHOWN -A-�BOVE ARE FOR DOORS USING THRESHOLD WHERE WATER INFILTRATION REQUIREMENTS ARE NOT APPLICABLE AND FOR THRESHOLD S -0 IN ANY CONDITION. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) cr 0 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2007 FLORIDA BLDG. CODE. ~ 2. DETERMINE WATER INFILTRATION RR QVIREM N S BASED ON PROVISIONS OF FBC. LOADS SHOWN ABOVE ARE FOR DOORS USING THRESHOLD S-S WHERE WATER INFILTRATION REQUIREMENTS ARE NOT APPLICABLE AND FOR THRESHOLD S-0 IN ANY CONDITION. PRODUCT REVISED with the SubthisCede AstkPtasee Ne Of- 0723.0(1 irephstioe Dote nioYaSt Zo , MOM MO *Mei DOOR HEIGHT DOOR HEIGHT THESE CHARTS CAN BE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS. PANEL WIDTH PANEL WIDTH PANEL WIDTH REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. STEPS TO USE CHARTS: OUTSWING (SADDLE) 3. SELECT A DOOR SYSTEM OUTSWING AND TYPE OF THRESHOLD. 4. CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE CHART. THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. 5. SELECT AND CHECK ANCHORS TO MEET LOAD. 6. FOR MULLED SIDELITE REFER TO MULLION CAPACITY. Engr: ARSHAD VIQAR CIVIL FLA. PE # 38863 C.A.N. 3538 si At- °f 11,06 4 111 0 C 7 SERIES 450 OUTSWING DOOR AND SIDELITE In 0 0 a CGI WINDOWS w w (-- FAX. (305) 593 -6592 TEL. (305) 593 -6590 c 0 0 u Io 8 w £e 0 1r0r O drawing no. W98 -01 (sheet 6 of 7) x 0 0 a • 6" 24° MAX. - MTG. STILE ANCHORS AT DOUBLE DOORS NOMINAL DIMS DESIGN LOAD CAPACTY -PSF NOMINAL DIMS \ /. r TYPE 'B' , TYPE 'C' PANEL WIDTH \ \ \ \ \ \ v / / PANEL HEIGHT CLUSTER OF ANCHORS CLUSTER OF 4 ANCHORS \ / / / / CLUSTER OF 2 ANCHORS / CL E OF 2 ANCHORS CLUSTER OF 4 ANCHORS - CLUSTER OF 2 ANCHORS CLUSTER OF 4 ANCHORS 2/0 2/6 3/0 3/6 / 88.2 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 / 88.2 110.0 110.0 110.0 110.0 / 110.0 110.0 100.3 110.0 70.6 110.0 / 100.3 110.0 58.8 110.0 110.0 83.6 / 58.8 110.0 110.0 83.6 110.0 / 100.8 110.0 71.7 110.0 50.4 100.8 / 71.7 110.0 2/0 2/6 3/0 3/6 7/0 84.0 110.0 / 110.0 110.0 2/0 2/6 3/0 3/6 7/0 -. 110.0 \ 110.0 110.0 67.2 . 110.0 95.5 \ 67.2 110.0 110.0 95.5 110.0 56.0 \ 110.0 79.6 110.0 56.0 - 110.0 \ \ 48.0 96.0 . 68.2 110.0 48.0 96.0 \ 68.2 110.0 2/0 2/6 3/0 3/6 7/6 78.4 110.0 \ 110.0 110.0 - 7/6 78.4 110.0 \ 110.0 110.0 - 110.0 110.0 89.2 110.0 \. 1 PANEL WIDTH SINGLE DOOR OR SIDELITE 6" DOOR HEIGHT MULLION ANCHORS AT SIDELITE AU. 1 1 (11111,1 DOOR HEIGHT -+ MTG. STILE ANCHORS MTG. STILE ANCHORS DOUBLE DOOR 3° MIN. TYP. b Fn ANCHOR SPACING 1111 ? 1 i11111 MTG. STILE ANCHORS AT DOUBLE DOORS NOMINAL DIMS DESIGN LOAD CAPACTY -PSF NOMINAL DIMS \ / r TYPE 'B' , TYPE 'C' MTG. STILE ANCHORS DOUBLE DOOR 3° MIN. TYP. b Fn ANCHOR SPACING 1111 ? 1 i11111 FJ PANEL WIDTH, PANEL WIDTH PANEL WIDTH PANEL WIDTH FOR SIDELITE AVG. PANEL WIDTH _DOOR PANEL + FIXED PANEL 2 MULLION ANCHORS AT SIDELITES MTG. STILE ANCHORS AT DOUBLE DOORS NOMINAL DIMS DESIGN LOAD CAPACTY -PSF NOMINAL DIMS / / / / / / / \ \ \ . / TYPE 'C' TYPE 'B' , TYPE 'C' PANEL WIDTH \ \ \ \ \ \ v PANEL WIDTH PANEL HEIGHT CLUSTER OF ANCHORS CLUSTER OF 4 ANCHORS \ / / / / CLUSTER OF 2 ANCHORS CLUSTER OF 4 ANCHORS CL E OF 2 ANCHORS CLUSTER OF 4 ANCHORS CLU ER OF 5 CHORS CLUSTER OF 2 ANCHORS CLUSTER OF 4 ANCHORS FJ PANEL WIDTH, PANEL WIDTH PANEL WIDTH PANEL WIDTH FOR SIDELITE AVG. PANEL WIDTH _DOOR PANEL + FIXED PANEL 2 MULLION ANCHORS AT SIDELITES MTG. STILE ANCHORS AT DOUBLE DOORS NOMINAL DIMS DESIGN LOAD CAPACTY -PSF NOMINAL DIMS DESIGN LOAD CAPACTY -PSF TYPE 'B' TYPE 'C' TYPE 'B' , TYPE 'C' PANEL WIDTH PANEL HEIGHT PANEL WIDTH PANEL HEIGHT CLUSTER OF ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 6 ANCHORS CLUSTER OF 2 ANCHORS CLUSTER OF 4 ANCHORS CL E OF 2 ANCHORS CLUSTER OF 4 ANCHORS CLU ER OF 5 CHORS CLUSTER OF 2 ANCHORS CLUSTER OF 4 ANCHORS 2/0 2/6 3/0 3/6 6/8 88.2 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 6/8 88.2 110.0 110.0 110.0 110.0 70.6 110.0 110.0 100.3 110.0 70.6 110.0 110.0 100.3 110.0 58.8 110.0 110.0 83.6 110.0 58.8 110.0 110.0 83.6 110.0 50.4 100.8 110.0 71.7 110.0 50.4 100.8 110.0 71.7 110.0 2/0 2/6 3/0 3/6 7/0 84.0 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/0 84.0 110.0 110.0 110.0 110.0 67.2 110.0 110.0 95.5 110.0 67.2 110.0 110.0 95.5 110.0 56.0 110.0 110.0 79.6 110.0 56.0 110.0 110.0 79.6 110.0 48.0 96.0 110.0 68.2 110.0 48.0 96.0 110.0 68.2 110.0 2/0 2/6 3/0 3/6 7/6 78.4 110.0 110.0 110.0 110.0 2/0 2/6 3/0 1/6 7/6 78.4 110.0 110.0 110.0 110.0 62.7 110.0 110.0 89.2 110.0 62.7 110.0 110.0 89.2 110.0 52.3 104.5 110.0 74.3 110.0 52.3 104.5 110.0 74.3 110.0 44.8 89.6 110.0 63.7 110.0 44.8 89.6 110.0 63.7 1100 2/0 2/6 3/0 8/0 73.5 110.0 110.0 104.5 110.0 2/0 2/6 3/0 8/0 73.5 110.0 110.0 104.5 110.0 58.8 110.0 110.0 83.6 110.0 58.8 110.0 110.0 83.6 110.0 49.0 98.0 110.0 69.7 110.0 49.0 98.0 110.0 69.7 110.0 2/0 2/6 3/0 9/0 65.3 110.0 110.0 92.9 110.0 2/0 2/6 3/0 9/0 65.3 110.0 110.0 92.9 110.0 52.3 104.5 110.0 74.3 110.0 52.3 104.5 110.0 74.3 110.0 43.6 87.1 110.0 61.9 110.0 43.6 87.1 108.9 61.9 110.0 TYPE 'B'- rRODUCT REVISED as eompiying whb tk Florida Bidding Coda Aca ptsoto No Og 0723.0 espiration DDte A/C� o iI lks LosalflisLeitt41 Miami Daft : 011ifsiew STEPS TO USE CHARTS: 1. SELECT TYPE OF ANCHOR. 2- FOR SIZE OF UNITS DETERMINE ALLOWABLE LOAD CAPACITY. THIS LOAD CAPACITY MUST MEET OR EXCEED DESIGN WIND LOAD REQUIREMENT DETERMINE IN STEP 1 OF SHEET 6. TYPE 'C'- ANCHORS: 1 /4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI, Fy =155 KSI) INTO WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY EDGE DISTANCES INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. 1/4" DIA. ULTRACON BY 'ELCO' (Fu= 177 KSI, Fy =155 KSI) DIRECTLY INTO CONC. AT SILL 1 -3/4" MIN. EMBED INTO CONC. EDGE DISTANCES INTO CONCRETE = 2 -1/2" MIN. CONCRETE Co = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK f'm = 2000 PSI MIN. Engr: ARSHAD VIQAR CIVIL FLA. PE # 38863 C.A.N. 3538 � 8Zzi Ey J C SERIES 450 OUTSWING DOOR AND SIDELITE CGI WINDOWS & DOORS FAX. (305) 593 -6592 TEL. (305) 593 -6590 N 0 .5 0 O n a) ro z a UPDATED FOR 2007 FBC L I) 0 v I0 0 0 U 0 W ( dote: 01 -02 -98 d a 0 0 s a .o LL..) drawing no. W98 -01 sheet 7 of 7) HEAD CORNER DETAIL CORNERS TO BE SEALED WITH LOW MODULUS SILICONE SILPRUF OR EQUIVALENT. PANEL CORNER DETAIL #12 SCREWS 3/ END 2 X 2 X 1/4" ALUM ANGLE #12 SCREWS 2/ LEG SILL CORNER DETAIL Nee MO DUO' REVISED as complying with the F1IIW anWibg Code Acceptance PloS21:92,LIPY Expiration Dats iag A, ' l 1 gy 14, Maid Os& W him SILL CORNER DETAIL Ergr: ARSHAi) VICAR CIVIL FLA. PE 1/ 38853 C.A.N. 3535 g g LS go S N �Qe elm gg dog °1 41110 COMP— ANL \W9$- -01CG] c ) CGI WINDOWS FAX. (305) 593 -6592 TEL. (305) 593 -6590 0 U) N description CHARTS REV. PER 1997 NDS se w 0 0 0 c U 0 ( scale: 1/2" = 1" drawing no. W98 -01 (sheet 7.1of 7 )zzitt) Alvauido Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 FEB 09211 BY:-- Master Permit No. Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): W to 1 A-LA T. 3-r) Phone #: 3cS- Sri 63 ' Address: 4 3741 1N E- q't \S� {e JJ City: C t 01-N1n �. \5110-r•e S State: Zip: 33 13g Tenant/Lessee Name: Phone #: Email: tiO 1WIL L A- JOB ADDRESS: City: Miami Shores Folio/Parcel #: kl cl Lt County: Miami Dade — 3 ?bie► _ p 13 — (o Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: 1% (45 &rtG 130 Zip: 33 3 NO t.� fitio Co 4/7 iitieciko e,�llliz .q. 010 City: 01 t „ Qualifier Name: State Certification or Registration #: 0 G 1L5 Certificate of Competency #: Contact Phone #: .30 J ' 2®` 0-61 Email Address: DESIGNER: Architect/Engineer: Phone #: Afuvuivo. feitt-t. State: Flood Zone: V\-,0 Phone #: 3 ©(f 2-04 49-6) 306- $o roCs-7 3312a2-1 Phone #: �7 0 5 - $ 01 06S Value of Work for this Permit: $ 00 Square/Linear Footage of Work: Type of Work: ❑ Addrebs_ r�/o ' iteration ONew Description of Work: c7'rr« c r-c( r-4.%/ tt,- //5. f7) Je 5u re 4 c.fte 4 44 "DD.., / ORepair/Replace ❑Demolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ************ * * * * * * * * ***** * ** * * * ** * * ** Fees* * * * * * * * ** * ** * * * ** ** ** *tit ** * * * * ** * * **** * ** e!y.� Submittal Fee $ Permit Fee $p4:9 CCF $ CO /CC $ $ Radon Fee $ DBPR $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ " 6.6 i Z O TOTAL FEE NOW DUE $ 438'110 Bond $ Technology Fee $ 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. i Signature Owner o r- The foregoing instrument was acknowledged before me this day of , 20 1 1, by Signature Contractor The forego instrument was acknowledged before me is Ui Lt-o9 Y✓lZ 0 S, day of ,20 If by 11, 44.044 a i who is ersonally known to me '.r who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: �� Print: ,�"A�"® o is personally known to me My Commission Expir /12 APPROVED BY TA MY COMM S{IS ON 0792807 41f, : e EXPIRES', Nu y t • Plans Examiner --1 2// i Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) r who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expir Clerk Miami Shores Village Building Department RECEIPT �//rc PERMIT #: /0' /W:L. DATE: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1, Tiv44 ©e-L !2� -�Y yContractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: ,_?7/ /t/6 i From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Permit No: 10 -1542 Job Name: March 7, 2011 Miami Shores Village Building Department Building Critique Sheet 1) Corrections for structural and electrical must be completed. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 c,w(til Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No.' Job Name -Y'/'9 . CRITIQUE SHEET p id-eYtz V7fr "- HMV A (zo. .9/r' e teiesPk,1 p ery i-e,, s' / ,69-2 iz o G 1-e-) p5 d N xe> j -rt /P ir/"%~r .. PGA'r p/- fz`eC 9//41‹ /70/ .4")-- A-ldr-x- '' c &�1//L re Iye 1YgPic e .Ads Al- G- p. ;P:4?67 -to 2Q Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 1. " f 6°. 41-1- Job Name fo h e,; Date 3/s /11 )7Soc- STRUCTURAL CRITIQUE SHEET o $: h.e4/ , S' - 2 i!/ 1 s fh e 04 Cal- ale° by f horn e n d a ��- t� { `3l 21mrcj /coon" 1,4 a ! � so 1114-Au if- , t/ h.41 f. irl s t a /l a h c 14,-) f y h'.» die e w; lie swill �,� u}-n.- iecatal ft, H c'4f0q )e j `: ovc, Ars 81-L t ity 1 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Folio Number:1132060136130 Owner's Name: WILLIAM JONES Job Address: 379 94 Street Miami Shores, FL Owner's Phone: Total Square Feet: 1500 Total Job Valuation: $ 60,000.00 Contractor(s) RHINO CONSTRUCTION Phone (305)206 -6761 Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 2/28/2011: Yes Comments: AN APPLICATION MUST BE FILED FOR PLANNING BOARD REVIEW OF THE PROPOSED BEDROOM AND BATHROOM CONSTRUCTION. BEDROOMS ARE NOT A PERMITTED USE IN ACCESSORY STRUCTURES WHEN APPLYING FOR PLANNING BOARD APPROVAL PLEASE PROVIDE EVIDENCE THAT THE BEDROOM WAS LEGALLY ESTABLISHED IN THE ACCESSORY STRUCTURE. THE REAR STRUCTURE DOES NOT HAVE SUFFICIENT SETBACK FROM THE REAR LOT LINE TO BE CONSIDERED A PART OF THE MAIN HOUSE. 2/28/11 REVISED PLANS OK Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305). 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. Master Permit No. l —1 S'l Z Permit Type: ELECTRICAL itrvi /_2 Owner's Name (Fee Simple Titleholder) Li i e . *i Phone # 7 9C i 5 I ' l� Owner's Address 11° NE, City M. NiN.- 14.9 Qv `7 State .� Zip s1-7l�l� Tenant/Lessee Name d. Phone # Email Job Address (where the work is being done) '51°1 Af12;- tM, 5L0 A.5 l '531 71S City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Zip 1 11 /'b Is Building Historically Designated YES NO " Flood Zone Contractor's Company Names Contractor's Address 1 le (e, 5 'I-- City Wlr1s i State c/( Qualifier Name •t,:.- b s Phone # '1 913 -171..,t, Zip ' ( Phone # t ° State Certificate or Registration No. fr, tf L- ,'013 (`j" Contact Phone Architect/Engineer's Name (if applicable) Certificate of Competency No. Cc Lf 0 1 (3 0 d E -mail Phone # Value of Work For this Permit $ 1/ Y 44) 012f/". Square / Linear Footage Of Work: Type of Work: DAddit' DAlte tion :New pp ❑ Repair/Re. lace Describe Work: -4\-47--1 — G.. j)./.0../ (`.. 0 i ° 149N., l cA.A 0 ..r �- 6 r P 0 20 F� ❑ Demolition aFees Submittal Fee $ Permit Fee $ > 5 490 Notary $ Scanning $ Radon $ DPBR, $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 16` 00 Training/Education Fee $ * * * * * ** CCF $ CO /CC $ Technology Fee $ Bond $ See Reverse 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.`.osted notice, the inspection will not be approved and a re- inspection fee will be charged. Signature Contractor The fore oing instrument was acknowledg d before me this The for g instrument was acknowefore Mme this day of '�— , 20 to by fG � ti"% �l•✓tf day o � , 0 ro , by 4'Z 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: Print: `✓ vim% My Commission Expires: *** * * * * * * * * *x * * * * * * * * * * * * * * * * * * * * 5 * **Be adri* r * * * * ** * *** * ** Cv l APPROVED BY 23/0 Plans Examiner %MANDEEsane * MY COMMON OD 584935 EXPIRES: September 17, 2010 My Commission Expires: t�t;R %�.,&4 SUSAN DEE $ * JR MY MISSION* DD584985 ** - R!!I Ae Sit aPle*V1i00,* ******* * +s0, ago Betas Zoning Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Clerk checked Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. PERMIT APPLICATION Master Permit No. Lc t 0 — ( 5 -rl/ FBC 20 Permit Type: PLUMBING , Owner's Name (Fee Simple Titleholder) i i (6 l . 1 Phone # 3o "c i7q 1 Owner's Address '731 City IA5)pQ,4) State Y Tenant/Lessee Name ` ( I Email 1.Mci L1 ,!1,NA \ \ MQ.i tM(/1,1.'7 Job Address (where the work is being done) City Miami Shores Village County FOLIO / PARCEL # Zip C ©M Phone # Miami -Dade Zip '17 17t Is Building Historically Designated YES NO V Contractor's Company Name Z Corp Contractor's Address --1=2, l City t1 / State Zip 17P5 91 0 R`i 1 . Qualifier Name a 5 1`— n Phone # 1 $ 10 ""z>•'› 01 0 Phone # Flood Zone -nc, Y ) —'oho State Certificate or Registration No. C F C (L(L 21 ' V Certificate of Competency No. Contact Phone `4 (c 171 °2• 0 9 0 Architect /Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ❑Addition E -mail A Alteration Describe Work: wV� M0 AQ,, lino U,Q. 0 N2.. L 11-4-vVO4^) t\ct o .An Phone # Square / Linear Footage Of Work: New ❑ Repair /Replace ❑ Demolition 4-er CA n Q4 ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * ** ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $, . Permit Fee $ U f / Notary $ Scanning $ Double Fee $ Structural Review. $ Training /Education Fee $ Radon $ CCF $ DPBR $ CO /CC $ Technology Fee $ Bond $ Violation date: Total Fee Now Due $ 18-00 See Reverse side -a 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 be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commence jj t must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the z.sence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. The for day of oing instrument was acknowledge before me this / t The foregoin 20 by day of who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: Contractor rument was acknowledged befor me this , 20 /U by /hit A-, ii A/ i,�9� who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print. I/ iii •� 966_ Sc,+'plv2____ -. ca�,r PO SI�ANDEESCF11411R My Commission Expires: Z4 (, f COMMISSION # DD 584985 * * *' � MY # EXPIRES: Septembe 17, 2010 DPW: * * * * * * * * * * *i *** *F*99a*9FFkk*** *ANNA YINIJAIO*NX'f71 + k:Fie**** *9:**** :P:F * *it*k*:@* ****:r :i.','i *11011.111. APPROVED BY e / c - 'g— // Plans Examiner Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Zoning Clerk checked Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. PERMIT APPLICATION Master Permit No. C - (' ��� FBC 20 Permit Type: MECHANICAL Owner's Name (Fee Simple Titleholder) " y Owner's Address e51°-1 City '�,t SLt 91\ 0 State Tenant/Lessee Name Phone # o 41131 Email (Wit ,P - �� )00itS 5 (A(-a-)0 • C °, Job Address (where the work is being done) City Miami Shores Village Zip 7? 134 Phone # ° FOLIO / PARCEL # County Miami -Dade Zips% 31 Is Building Historically Designated YES NO Contractor's Company Name L9 0 `i C - Phone # Contractor's A dr Q a1 (2 (f, (� �f �i (. Q- City } A” Q 1 State Zip 1-27 oil Qualifier Name 11) `1.- 11Zu1,Qlki 4 State Certificate or Registration No. C li c ; 5 ' L" Certificate of Competency No. Flood Zone °obi 236''3�1�1 Phone it r) 1' 21 43 3 t N1 Contact Phone Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ❑f dd „itipn Describe W i rk: °► t.ir, l b C � t,J E -mail Phone # Square / Linear Footage Of Work: 7005 New r l epa ,P * * * * * ** * * * * * ** * * * * * * * * ** ** *, * * **** ** ** Fees************* * ** ** ** * * * * * *** * * * * * * * * *** * * * ** Permit Fee $ 1 J CCF $ CO /CC $ Submittal Fee $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 1 6 * See Reverse 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 r 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 7/ mil Owner or :'t The foregoing instrument was acknowledged before me this day of �� !,JY st , 20/ C, by tv i km Vii,// , who is pet...,;sanally 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. Signature The forego' day of c instrum Contractor nt was acknowledged before me this 7 2 , 20 1 0, by x / 144✓0 NOTARY P Sign: Print: C: My Commission Expires: oRY Ppe SUSAN DEE. SCHNUR •• 4, MY COMMISSION I€DD584985 EXPIRES: after 17, 2010 49›. * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *fir APPROVED BY Ian Examiner Engineer (Revised 07 /10 /07)(Revised 06/10/2009) NOTARY PUBLIC: 4110 Sign: / '= 4 -! Print: ✓rYd 4/ My Commission Expires: SUSAN DEE SCHNUR MY COMMISSION #,DD 584985 EXPIRES: September 17, 2010 . * *.1#ottin datrgasaa asatets* Zoning Clerk checked GVPG.V. PIREZ ASSOCIATES, INC. CONSULTING ENGINEERS 7315 SW 87"' AVENUE, SUITE 100 • MIAMI, FLORIDA 33173 PHONE: (305) 412 -2200 FAX: (305) 412 -2011 March 9, 2011 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 PROJECT: Jones Residence Alteration 379 NE 94th Street Miami Shores, Florida Permit No. 10 -1542 Answer to Structural Review Comments dated 03 -01 -2011: 1. There is an existing concrete column at bottom end' of billiard room new steel channels; note on drawing S -1. 2. Existing steel beam is not considered in the calculations for the existing column removal. The new channels will carry all the loading. The existing beam was left in place in order to prevent damage to the existing concrete block parapet. Therefore, there is not composite action between this beam and the new steel channels, but they are connected together with through bolts. If any question remains concerning this matter, do not hesitate to contact us. Respectfully yours, V George V. Pir # 12294 z, P.E. 114 0,&L. usi Miami Shores Village Building Department c44.4.1. 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) "nk" BUILDING PERMIT APPLICATION FBC 20 Master Permit No. Permit Type: BUILDING ROOFING -- Owner's Name (Fee Simple Titleholder) V) lv-t_A M"M -27 . a-913 e5Phone # JUW 1 5 1010 .3O •1SSP -ip3-7 Owner's Address 3 ri c1 1\18- c14 City Vkl l ALA 0 S 14o 25 State - Zip 3 3 13 T •' Tenant/Lessee Name Phone # Email Job Address (where the work is being done) 317 9. 3 E q4 City Miami Shores Village County Miami -Dade Zip 33 ) 3 FOLIO / PARCEL # — 3 217 (a " 01 _ 1 3 o Is Building Historically Designated YES NO v Contractor's Company N a m e � F ' A a C ° "' , i- - 4 Phone # 50 ` - ° 2 o (,- D': - E Contractor's Address IV) S & r ; CN t` 44k_ 4- e% 0 City °V,•f . State c‘i Zip 77- t L Qualifier Name of ii,n1 4 kft-L, Phone # J 15 " 'IA 1 - 0 (0 5 ) Flood Zone V1 b State Certificate or Registration No. "". Certificate of Competency No. Contact Phone 0 S E -mail Architect/Engineer's s� . • `cab = 1---- Phone # Value of W Type a Describe s e i t $ (00 f 000 +°' Square / Linear Footage Of Work: ition Njildteration ONew 0 Repair/Replace 0 Demolition f �Q t hit F 4 '1 A� 0 t: i� Po w-% �� �` � �� ** ** ** :* * ** *** **** **** *** * * * ** ** * ** Submittal Fee $ Permit Fee $ ® Notary $ Scanning $ Radon $ Double Fee $ 01, -Wilted ft Ns AS'gale:AO /1e) * * * * * * * * * * * * ** CCF $ CO /CC $ Training/Education Fee $ Structural Review. $ Technology Fee $ DPBR $ Bond $ Violation date: Total Fee Now Due $ See Reverse side -+ inspection will r Signature and . . uuy. -utter in - _niv!itng permit is acs i work or installation has r : of all laws regulating - PLUMBING, SIGNS, o e- in compliance with all A NOTICE OF TWICE FOR TO OBTAIN R1,,TEY BEFORE $00, the applicant must e delivered to the person t be posted at the job site uch posted notice, the Owner or Ag The foregoing instrument was acknowledged before me this r1.' The fore . day ofRt / , 20 1'b , by W t I11Q.0"� 17 Jones day o who islpersonally known to �r who has produced who As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Contractor in instrument was acknowledged_ before me r rwho has produced as identification and who did take an oath. **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * ** * APPROVED BY $ l' ?o Examiner Engineer (Revised 07 /10 /07)(Revised 06/10/2009) My Commission Expires: 431. ,Z.te, BUSAN DEE swam * MYO011MISS10NtDD884085 EXPIRES: Sopbmbsr 17, 2010 Zoning Clerk checked Permit No: 10 -1542 Job Name: September 7, 2010 Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet \1) A demolition permit application is required. Corrections for zoning must be completed. Provide permit applications for all sub work. 4) Identify the total square footage of the house and the altered square footage. Show level of alteration on plans per FBC Existing. 5) Sheet A -1 identifies the wrong code for the wind load design. The correct is on structural drawings. Remove note or correct note. �6) Provide energy calculations for altered areas: 7) Provide details for new window bucks and water proofing of new opening. '►8) The product approvals must be reviewed and signed approved by the designer of record. 9) The plans must show the emergency escape /rescue opening for all sleeping rooms being altered. 10) Plans must show the insulation requirements. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 -795 -2204 Permit No: 09- /e7 Job Name: , 2009 /7 ,)-4,7-A/ /.0 Miami Shores Viiiage Building Department ELECTRIC Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 �S /,✓i`7 4/ Ed(, I, -rte Tl���cG ed �Pd/ 7 O o K2 1P 4PG D r ()Ix ePier, xvser -% .�' 1 ®,u ,) o d`N /', ► ,G, w s ®,, p 6,4 i'G /� %L i � 5't / V/ ,' P2. .0® _ 42OS, v we/ `.`_ / r ` ..)�yyio Plan review is not co plete, when all items above are corrected, we will do a complete plan review. If any sheets are voi ed, remove them from the plans and replace with new revised sheets and include one set of vo ded sheets in the re- submittal drawings. Mike Devaney 305 - 795 -2204 1 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. RC -8 -10 -1542 Issue Date: Not Issued Expires:Not Issued Folio Number:1132060136130 Owner's Name: WILLIAM JONES Job Address: 379 94 Street Miami Shores, FL Owner's Phone: Total Square Feet: 1500 Total Job Valuation: $ 60,000.00 Contractor(s) Phone Primary Contractor RHINO CONSTRUCTION (305)206 -6761 Yes Planning and Zoning Criteria and Comments Approved: No Date Denied: 8/31/2010 Comments: AN APPLICATION MUST BE FILED FOR PLANNING BOARD REVIEW OF THE PROPOSED BEDROOM AND BATHROOM CONSTRUCTION. BEDROOMS ARE NOT A PERMITTED USE IN ACCESSORY STRUCTURES WHEN APPLYING FOR PLANNING BOARD APPROVAL PLEASE PROVIDE EVIDENCE THAT THE BEDROOM WAS LEGALLY ESTABLISHED IN THE ACCESSORY STRUCTURE. THE REAR STRUCTURE DOES NOT HAVE SUFFICIENT SETBACK FROM THE REAR LOT LINE TO BE CONSIDERED A PART OF THE MAIN HOUSE. Job Address: Contractor: BUILDING DEPARTMENT IJOSO N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -2382 TELEPHONE: (305) 795.2204 FAX: (305) 756.8972 Review Comments for Mechanical Processor Permit No: 4 . i27_3 Reviewer: q-72-713 Phone No: llvv Date: 3 1 'o Only the kerns preceded by an (x) must be corrected. ( ) I Need HVAC design schedule Miami Dade County Chapter 8. ( ) 2 Na combustible in plenums. FBC -M 602.2.1. ( ) 3 Auxiliary and secondary drain systems required. FBC -M 307.2.3. ( ) 4 Air handler shall be mechanically attached to air system. FBC -M 603.7. ( ) 5 Equipment on roof over 16' require permanent access. FBC -M 603.5 ( ) 6 Need balanced return air. FBC -M 601.4. ( ) 7 Provide return air in bedroom and 1" undercut door. FBC -M 601.4. ( ) 8 Bathroom shall have window (3 square feet) or be mechanically ventilated. FBC -M 402.3.1. ( ) 9 Condensate drain need to be 3/4 "in diameter larger. FBC -M 307.2.2. ( ) 10 Air handling units in attics must meet all the requirements of (show Notice to Homeowner) FBC -M 306.3. ( ) I I Dryer vent shall not be longer than 25'. FBC -M 504.6. if not provide manufacturer's spec of dryer. ( ) 12 Outside air intake shall not be located closer than 10' from any hazardous or noxious contaminant. FBC -M 401.5. ( ) 13 Outside air required. FBC. -M 403.2 ( ) 14 Smoke detector required in system greater than 2000 C.F.M. FBC -M 606. ( ) 15 Fire damper required. FBC -M 607.1.2. ( ) 16 Mechanical equipment shall be designed and installed to resist wind pressures. FBC -M 301.13. ( ) 17 Appliance must be protected from damage. FBC -M 303.4. ( ) 20 Guards shall be provided to equipment located within 10' of edge of roof. FBC -M 304.10 ( ) 21 Miami Dade Fire approval for kitchen hoods and fire system required. Miami Dade Fire ( ) 22 Heat Load calculations required Miami Dade County Chapter 8 & FBC -M 312.1 ( ) 23 Energy calculations Mia- i Dade . unty Chapter 8 FBC -M 31�22.�1� 24 Other / t Id td Comment Sheet Mechanical • Page of 07/04R1.0 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 10 I 1I4AX FOLIO NO. I I -191% - C, 3- ICI 3C STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 111111111111 1 1111 11111 11111 11111111111111 1111 c:F14 201180001883 OR Bi< 27535' Ps 4549i Ups) RECORDED 01/03/2011 12:29:17 HARVEY R.UV'IHr CLERK OF COURT MIAMI-GAGE COUNTY? FLORIDA LAST PAGE 1. Legal description of property and street/address: 1t1 tALit S Sc- t AkAb -P6 1 6 -"?) L CTS 1? Fmk 4S Lai' I 00 obi b.or tut IAkUb °u3 LI ns -j ft 374 1,9 2. Description of improvement: 1- NU roots 5 Z be drooi15 Lv4/131447tn% Wink! /w, 3. Owner(s) name and address: Lt.% IAA _ a O I.1 r `� 3 r q Gi 4 *AI ALk'I S S, t—i _ cam, t Interest in property: inr Q VS Name and address of fee simple titleholder: ttil t U_.1 %_-t S, 319 e- q4 M.IA -tU) tit) , 33t�a� 4. Contractor's name and address: lv Ni C ASS N► a cik o rJ M. G 5- 5 e ciani vT„"G Q �D -1— 4979 C M Jw•, ( 5. Surety: (Payment bond required by owner from contractor, i Name and address: Amount of bond $ 6. Lender's name and address: OF FLORIDA, COUNTY CF DA BY CER 1FY that this is e fix capq off* Anginal tiksd is this office an day N wing e 201 `19♦ •`v_iSi, ;:fr 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: IA) (.1.4 -LAAA. Zr- 1-6 L& ; i q 1t3 r A 1,4 4-t 1 S IL Se 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: 51.1 I`rF 4Do , 1,6 A , 1111 1.- rt c_wL_tei P- F ,'139 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a di erent date so-cified) v i' /%/ ,/�i/l , Suture of Owner Print Owner's Name rf„,, &J / �A- S Prepared by l�,�r : 3bt -ErS 4 Sworn to and subscribed before me this 62 day of 'it'd/ , 20 /0. Address: Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 My Commisoloolhohosavrt.2011 Commission 41 OD iIr�N1111xN1�A�. 161 cit.( M , : $fi,ris fsi 1 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 379 NE 94 Street Miami Shores, FL 1132060136130 Block: Lot: WILLIAM JONES Owner Information Address Phone Cell WILLIAM JONES 379 NE 94 Street MIAMI SHORES FL 33138 -2842 Contractor(s) RHINO CONSTRUCTION Phone (305)206 -6761 Cell Phone Valuation: Total Sq Feet: $ 60,000.00 1500 1 Approved: No Comments: AN APPLICATION MUST BE FILED FOR PLANNING BOARD REVIEW OF THE PROPOSED BEDRC Date Approved: : No Date Denied: 8/31/2010 Type of Construction: BACK HOUSE INTERIOR REMODE Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Certificate Status: Certificate Date: Additional Info: Bond Retum : Classification: Residential Fees Due CCF DBPR Fee DBPR Surcharge DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Radon Surcharge Scanning Fee Technology Fee Total: Amount $36.00 $27.00 $7.50 $27.00 $12.00 $1,800.00 $60.00 $7.50 $24.00 $48.00 $2,049.00 Pay Date Pay Type Amt Paid Amt Due Invoice # RC -8 -10 -38779 01/03/2011 Check #: 2397 $ 2,049.00 $ 0.00 , Available Inspections: Inspection Type: Final PE Certification Shutter Final Window Door Attachment Tie Beam Slab Termite Letter Framing Insulation Drywall Screw Shutter Attachment Window and Door Buck Ceiling Grid Fill Cells Columns Declaration of Use In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. January 03, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date January 03, 2011 1 Permit No: 10 -1542 Job Name: September 7, 2010 Miami Shores Viiiage Building Departnient 10050 N.E.2nd Avenue Miami Shores, Florid 33138 Tel: (305) 7 5.2204 Fax: (305) 7 6.8972 Page 1 of 1 Building Critique Sheet 1) A demolition permit application is required. 2) Corrections for zoning must be completed. 3) Provide permit applications for all sub work. 4) Identify the total square footage of the house and the altered square footage. Show level of alteration on plans per FBC Existing 5) Sheet A -1 identifies the wrong code for the wind load design. The correct is on structural drawings. Remove note or correct note. 6) Provide energy calculations for altered areas. 7) Provide details for new window bucks and water proofing of new opening. 8) The product approvals must be reviewed and signed approved by the designer of record. 9) The plans must show the emergency escape /rescue opening for all sleeping rooms being altered. 10) Plans must show the insulation requiremerts. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 RC10 -1542 BUILDING PERMIT HISTORY ACTIVITY DATE DETAILS June 15/2010 Permit applied (attached to the master bathroom remodel RC10 -706) July 13/2010 Plans reviewed and rejected by EL Chief Inspector. July 13/2010 Plans reviewed and rejected by MC Chief Inspector. July 16/2010 Plans reviewed and approved by PL Chief Inspector. July 19/2010 Contractor picked up comments and plans. Aug 20/2010 Contractor brought back plans & corrections. Aug 24/2010 Plans reviewed and approved by Structural Engineer. Aug 24/2010 Plans reviewed and rejected by P &Z Director. Aug 24/2010 Permit applied for fence FW 10 -1522 Aug 24/2010 Permit applied for windows for the remodel on the back house WS10 -1521. Aug 26/2010 Permit number changed from revision on RC 10 -706 to separate permit number for RC10 -1542 Aug 31/2010 Plans reviewed and approved by MC Chief Inspector. Doc created: 8/31/2010 Miami Shores Viiiage Building Department RECEIPT PERMIT #: - DATE: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Contractor ❑ Owner ❑ Ar..! ed up 2 sets of plans and her) \40 Address: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building De, rtment to continue permitting process. *WIPP to Acknowledged by: PERMIT CLERK INITIAL RESUBMITTED DATE: 8 G+h./ in PERMIT CLERK INITIAL: Licensing Portal - License Search Page 1 of 2 1:04:57 PM 9/8/2010 Data Contained In Search Results Is Current As Of 09/08/2010 01:04 PM. Search Results Please see our glossary of terms for an explanation of the license status shown in these search results. For additional information, including any complaints or discipline, click on the name. License Type Certified General Contractor Address *: Certified General Contractor Address *: Name PEREZ, ARMANDO License Location Main Address *: RHINO CONSTRUCTION DEVELOPMENT INC License Location Main Address *: Name Type Primary License Number/ Rank CGC062583 Cert General Status /Expires Current, Active 08/31/2012 1865 BRICKELL AVE APT #A909 MIAMI, FL 33129 1865 BRICKELL AVE APT #A909 MIAMI, FL 33129 CGC062583 DBA Cert General Current, Active 08/31/2012 1865 BRICKELL AVE APT #A909 MIAMI, FL 33129 1865 BRICKELL AVE APT #A909 MIAMI, FL 33129 [Nw * denotes Main Address - This address is the Primary Address on file. Mailing Address - This is the address where the mail associated with a particular license will be sent (if different from the Main or License Location addresses). License Location Address - This is the address where the place of business is physically located. https:// www .myfl oridalicense.com/w111.asp ?mode =2 &search= LicNbr &SID= &brd = &tvv= 9/8/2010 . I E EX191INa HOOP B BHVO OR. • • .. b Npr *. QI •- •EX15Tlh[6 - LEG'TRIC. ASSUMED. A ADEgUATe...FOR s GAPAG1 f fY''• s i � HEW ADDITID.4 ? :000 . ?DAD , :. Aos M• % atria** { {% e sr. / O O O . .. 9 O fs AAJI"+G/ s ..:.J $ `- , t ♦ 1 J,,//rMN. B ( r r $w ADD 1o8. I NORTH .E.Lf.,, A`,119N , (yid; t W 400 Vt. - E 1 }, �• 4 ' I tLrcx EJ1SL S 14E1,0. r or PA8APEr EX Vt. .01 EJ42T. 3aPrtG TANK W BXd- C0P1P.a � LAST EL.E VAT tON scAuu %a" =1=0. .. u uy 2It•'DP > ■ ( A y , e ■ • y • PROVIDE Scut.PCR9 . N6liTtY Aialy �Rivg•why Re' ft. D N HOus'E I`1 tt5. 1= yours c,. .7 47' , E, qj ra st h1JA.tat“ES..� f 0. • Alf eoWbITeNINN EoIPMoa:E` MANNPAZtR C'/l�PkIER,. t;ON61El1i tir(30. noN o46 :. SAN CdN,. _:Mo1J.FL44il j6i C.F.M.: 2000 Volt's /P,+ #/nz. Po N.40, a Camp:me 3c, 3 CarDelaR Fan S. 4 IN boon PAN a,5 SEER 8,0 K w /0 HATER 6W NO 11///2E 5/7F .06 M94X N/Ige (*wax . 92' FOSS 5 1xE by 3/r" T,HE G:Loy 32G/j9ot000toc, W EATH ER .WISE act NONE. Ij,MOW° SY • • AA:1,e mwxm e arm /,-�g5-$& I 2/ S'o r • 7 /? -f-to (ED. $NN6; . OR. PAUL:: AWN'S aiami crhores91liage F t O r+ , O A 1ftle Fti) PLANNING BOARD AGENDA OF APRA Ict05 ITEM' NO. Name of Owner/Applicant Mt: P0415 Phone No, 'y' AO t9$ Address of Property, and /or Legal Description #6141 4 1 1 Ct'k '`- Nature of Request AFP' At-- 11101 (AMEX- 0044101410a- Present Zoning Area of Present Building H Area with Proposed Addition Parking Spaces Provided Parking Spaces Required with Addition Setbacks. as per Code Setbacks Provided Variances /Exceptions /Zoning Change Counci 1 Action Requi red Date of Applicant Notification Planning Board Action Council Action Director of Building and Zoning pYP;I* u%op hr�l GErya ? • `044.iiWkW catiL se Miami Shores Viiiage Building Department RECEIPT IUI'4 PERMIT #: DATE: , I, DLO D��z \q Contractor ❑ Owner ❑ Architect fiSIG)7) d up 2 sets of plans and (othe C�����Q,l� ��� Address: ►\I, * 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to Conti ,� • process. Acknowledged by: • PERMIT CLERK INITIAL: Ob c3e-Ay\tu\las e2e-a.,68-r RESUBMITTED DATE: a )6o10 m\, .010-AvJIN\eic. PERMIT CLERK INITIAL: - 10 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 155154 Permit Number: DEMO -12 -10 -2186 Scheduled Inspection Date: October 20, 2011 Inspector: Bruhn, Norman Owner: JONES, WILLIAM Job Address: 379 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: RHINO CONSTRUCTION Permit Type: Demolition Inspection Type: Final Work Classification: Building Phone Number Parcel Number 1132060136130 Phone: (305)206 -6761 Building Department Comments DEMOLITION OF INTERIOR DRYWALL & BATHROOMS Pass, )51-4-," Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 154173. Not ready, revision required NB October 19, 2011 For Inspections please call: (305)762 -4949 Page 3 of 16 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit T e: BUILDING OOFING Permit N Permit No.g Zellrg EC ,MU BY: ....... ......... a* Owner's Name (Fee ample Titleholder) ki\-1 • l ( 4vv, j ) Xi-J-57. Phone # ° 1 5-a". 63 Owner's Address 3'? e �L°- Q City r\nr 114,t, ■ rt.? State Tenant/Lessee Name Email Zip 7-17t Phone # Job Address (where the work is being done) City Miami Shores Villa a County Miami -Dade Zip FOLIO / PARCEL # - —2)214 - 0 t3- 6177 e Is Building Historically Designated YES NO Flood Zone Contractor's Company Name i..�+�.„ ® o� c -, Phone # 3u S -/-01,-- V-9-101 Contractor's Address I $ 5 7 n` C.Jt/o 4- "} 0 City -I; ,t,-1 State 4' ( Zip 33 17, '2) Qualifier Name (}f MJ V 0 Pert?, Phone# ') o ' 0 1- m C2 51 G e r'` State Certificate or Registration No. Certificate of Competency No. Contact Phone 3° 'S - Z- b --+ (q \ E -mail Architect/Engineer's Name (if applicable) Phone # So,� Value of Work For this Permit $ ' '= Square / Linear Footage Of Work: l 51) �' Type of Work: ❑Addition Alteration ❑New 0 Repair/Replace Demolition Describe Work: Pe 44 /® jj ` 4' 0"`/ f ` r I'fTTl msbt. ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * ** * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ See Reverse 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. Owne The foregoing instrument was acknowledged before me this I The foreg.' s g instrument was acknowledged before me this day of b • h4120 by k,.1 iLLI J ®I.) S day of , 20/0, by � 3,,,;;;;;4 J who is personally known to me or who has produced f/ IJ) who is personally known to me or who has produced Contractor As identification and who did take an oath. NOT ' Y PUB IC: Sign: Print: %2.(10.4 �- C- J-p My Commission Expires: 6— RODNEYC.SHRADER 'IA MY COMMISSION # DD 796803 r EXPIRES: June 11, 2012 Bonded Thru Notary Palk Undervafters as identification and who did take an oath. NOTARY P tf,LIC: Sign: Print: My Commissio MY COMMISSION # EE25540 EXPIRES: Steer 17, 2014 14004-NOTARY FL NotetyDisemet Asia C. ****** ****9r***tY4r9t***** eY4c9tnk************** devkir4Y******** 3koYa4dkak9ede*vtoY**de9e*3edr*9r***:@**** *3: *** ** ** *3e9* **k9r***k*** APPROVED BY lCi Plans Examiner Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Zoning Clerk checked Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 154177 Scheduled Inspection Date: September 07, 2011 Inspector: Perez, JanPierre Owner: JONES, WILLIAM Job Address: 379 NE 94 Street Miami Shores, FL Permit Number: MC -12 -10 -2187 Project: <NONE> Contractor: AIR COOLING INC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060136130 Building Department Comments RELOCATE NC HANDLER, CONDENSING UNIT AND DUCT WORK Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. September 06, 2011 For Inspections please call: (305)762 -4949 Page 1 of 19 Miami Shores Village ITOMVE Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 By: .....V.77:777:77—.. ...V. 7 . , INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. MC) 1O)TS) PERMIT APPLICATION Master Permit No. a C I 0 — VS--(2,,, FBC20 Permit Type: MECHANICAL Owner's Name (Fee Simple Titleholder) vV i C 1 I }.J-E 5 Phone # 3 6 g q- - Z 451 Owner's Address '3'7 °) ki Pl `( °i p City iM,\AAA- 5�®rt5 State �Y (. ® r-.1 4- Zip ? t D Tenant/Lessee Nam Phone # © 5 $11- . '(5i' Email W l ( „ _ ) . To ael €.5 4 Gv L. [its CA. 43 .c P .-vs. Job Address (where the work is being done) VI N °I City Miami Shores Village County Miami -Dade Zip 7i"Zi 1 Zi FOLIO / PARCEL # V Is Building Historically Designated YES NO Flood Zone Contractor's Company Name ()->c , `f Co p (r ._, �"' c Phone # it. 4 2j (0 3 L 'f Contractor's A dress .7 5 (P & (&J. 513 C.--1,,-,e, City l h/i n State -( Zip 330 1 g Qualifier Name j0 Se ett..DA/ 0 Phone # l% g4 2 3 C 3 Y* State Certificate or Registration No. C 4-C l O ( .5--e-* Certificate of Competency No. Contact Phone E -mail Architect/Engineer's Name (if applicable) ! Phone # Value of Work For this Permit $ 2.. CA - . Type of Work: ❑Addition 1iiAlteration [New A Repair/Replace ; ❑ Demolition Square / Linear Footage Of Work: /peo Describe Work: CQ fa ctk ,90,4 Submittal Fee $ Permit Fee $ \5b CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ See Reverse side -a y 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 o The foregoing instrument was acknowledged before me this q day of k X20 10 , by 11.LI ■ J61 45 , who is personallx known to me or who has produced &A 0/J61.4-4 As identificatipn d w o did NOT Y PUBLIC: • Sign: Print: Signature The forego, day o Contractor g instrument was acknowledged before me this 20 /e) , byr who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: 141-1 C ` r o cjt My Commission Expires:6_ IA -'2,6 * * * * * * * * * * * * * * * * * * * * * * * * * * * * */ * * *pk * ** APPROVED BY Sign:,, Pi nt: My Commission ' MY COMMISSION 4 EE25540 EXPIRES: September 17, 2014 't 4, * * FL Nam DimcangMi Co. l.�yppTgRY * ** *********************** * * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** 1 laps Examiner Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Zoning Clerk checked Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: PLUMBING r Owner's Name (Fee Simple Titleholder) ' ,^'+ B v e5 Owner's Address `' 1 hi F (7-)" , City M 1\.j'1+.. i b+' 7 State (9 `l 8 R' Zip Tenant/Lessee Name Email L./ I , . ✓ 1 , )o4 e. S el— Job Address (where the w ork is being done) ,44 1 4 2.010 Permit No. P11O -1 Master Permit No. (C (0 — (J t 7. City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES eti4yic9— ')14)1 Ale 421 l S Phone # 3°5 `3-q Zt(S6 2777 1 -771 Phone # 3 d )3 3-1- Z, 8510 County Miami -Dade Zip 3-; Contractor's Co Contracto s City Qualifier Name dr pany Name ra Flood Zone Phone # 7t.� 7 7072) State /4-7/- State Certificate or Registration No. G c- : /7.2,69/ Certific Contact Phone 7j Li'j7 9'090 Architect /Engineer's Name (if applicable) E -mail Zip 3 ?O/ C o n e # 7e1;?::: ?3%7O77 "of Co -f ency No. 1 411,47,4r Phone # Value of Work For this Permit $ Li S-00- °-- Square / Linear Footage Of Work: Type of Work: ❑Addition ❑/_Alteration New ❑ Repair /Replace ❑ Demolition j Describe Work: ref i i,✓�i'(& d Qf,f -,)✓ .ii,a 5 r rQwtDue .1 re /�&. i4/ • z I, :�le li re. o c,e a- 71:A/a .0.-e b:-T. f,'t✓ (, / 1 Ct.,/ i re 4 0 ). s > 0 ■..Q 5 /-%. L . # tee,¢- 111% 6 if . 4-, re, oe L ,ici'7 fi"OAW Submittal Fee $ Permit Fee $ `-'''-- CCF $ CO /CC $ Notary $ Training /Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ See Reverse 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 brochur ill be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of comment' ent must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In � e absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owne s�j The foregoing instrument was acknowledged before me this I iu.� �, J �,j(s, day of9C J )1620 )0 by who is personally known to me or who has produced 4S PJAU,"'I As identification and who did take an oath. NOT RY PUBLIC: &" •• '= RODNEYC.SHRADER :4�* * MY COMMISSION # DD 796803 W EXPIRES: June 11, 2012 '•r„RA? �` Bonded Thru Notary Public Underwriters Sign: Print: Nib C S1 . My Commission Expires: Signa ure ry > Contractor The foregoing instrument was acknowledged before methis day of ,41.1.4"---- , 201141 , by/% -1 t�;f who is personally known to me or who has produced as identification and who did take an oath. NOTARY -PUBLIC: Sign: My Commissio J .'!•i . SUSAN DEE SCHNUR • MY COMMISSION # EE25540 EXPIRES: September 17, 2014 1400.3.Nf)?ARY fl. Notary Discount Assoc. Co. ******************************** : *** ** :9r;:F:F*** *k * ******** *:P: ** * * *iskd;9;9:: ****: F: t ****k * *******9:******* * ****** * APPROVED BY Plans Examiner Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Zoning Clerk checked Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Project Address 379 NE 94 Street Miami Shores, FL Owner Information WILLIAM JONES Address Parcel Number 1132060136130 Block: Lot: Applicant WILLIAM JONES Phone 379 NE 94 Street MIAMI SHORES FL 33138 -2842 Contractor(s) GRAND PLUMBING CORP Phone (786)337 -9090 CeII Phone Cell Valuation: Total Sq Feet: $ 4,500.00 1500 1 Type of Work: PLUMBING Type of Piping: BACK HOUSE REMODEL Additional Info: Bond Retum : Classification: Residential Scanning: 2 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $3.00 $2.37 $2.37 $1.00 $225.00 $6.00 $4.00 $243.74 Pay Date Pay Type Amt Paid Amt Due Invoice # PL -8 -10 -38780 01/03/2011 Check #: 2397 $ 243.74 $ 0.00 1 Available Inspections: Inspection Type: Top Out Re Pipe Main Drain Heater Water Service Final Water Main Lavatory Underground In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, 1 authorize the above -named contractor to do the work stated. January 03, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date January 03, 2011 1 Jan 0311 12:38p Grand Plumbing Corp AEI X04.2 '728. . STATE : FLO 1DA: ::t•DEPARTT;ENT• OF 1310SLNESS *kW PROFESSIONAL IdEGULA I CONSTRUCT •ION•: INDUSTRY' LICENSING. BOARD` max: 7863379097 19/2010 Ole PLMOING CONT.RAcr011: Named below. IS CERT /PIEI1' p.3 100 :434792.•'• CFC1426976 'Under the provisions of . Chapter _48 9 FS. Expiration date: AUG 31, 2012. • BARBOSA,: 1 • ARMA�}DO •tTR.. • GRAND PLUMBING CORP • 2315 WEST 2ND AVENU.B • FixALEAH FL 33010.;. P PRIMLY GREER IMES Fsc MixedSouttea hresisavlabb aw..a,txOS,O3 umu. v �y.m City of Hialeah Business Tax Receipt Mayor Julio Robaina • . No: 238220 -27 (OLD-1711-858). • person, firmer corp. Iisted'iPerehas paid the business tax r Amount: $ 150.00 :regulations andrrestrictoorj of the City of Hialeah; Fi6rida • wired to eiugaae *or opeuuafe ti>e'61lsiness speti lied setbjeirt to the Type•ofBu : P1t: g Owner: ARMAND BAREOS i Heaitingt sand Air— Cciaclitioniiug Contractors GRAlp PZOMEIMNG CORP. • 2.3SW2 Alt •kritlE R, E 33010 2010 -11 • iialidafingN : 0000 TI1fyzSNOT4 BILL • Business Location: 2315 W 2 AvZ • Expires September 30, 2011 • • MIANIFDADE COUNTY 2010 LO AL.BUSIIVESS.TA$ RECEIPT .•' • TAX COLLECTOR WIIA�Ft! -DADS COUNTY- STATE OF FLORIDA i7 FIRST-CLASS 140 W. FLAGLER 9T EXPIRES SEPT. 30, 2011. U.S. POSTAGE ; 1st FLOOR pp DISPLAYED AT PLACE OF BUSINESS .' ~. PAID MA N% L 33130 PURSUANT TO COUNTY, CODE CHAP MIAMI, FL TEA $A = AR .•9 & 10 '~ PERMIT NO. 231 573062 -8 THIS IS NOTA BILL— DO NOT PAY BUSINESS NAME / LOCATION RENEWAL GRAND PLUMBING CORP RECEIPT NO. 370321-3 2315 W 2 AVE STATED CFC1426976 33010 HIALEAH OWNER GR•ANO PLUMBING CORP Sec. Type oPBusiness it10RKER /S • ,xs rs OAT PLUMBING CONTRACTOR 6 BustNQS TAX RECEIPT IT DOES N07 PERMIT nor ROUTER TO VIOLATE REGULATORY R ' ZOIIRIG LAWS GP THE mom. on ernes. NUR DO NOT FORWARD DOES IT EXEMPT THE HOLDER FROM LOTRER PARM7 R Llceme GRAND PLUMBING CORP REOLLREb RV LAW. TIES IS NOT A CBkNRCATIOR OF ARMANDO BARBOSA PRES n t, HOZ.07W GUSU5CA. 2315 W 2 AVE, HIALEAH FL 33010 PAYALENTRECEryiD MALIAPDADE COIURT TAX COLLECTORS 07/09/2010 '600900804671' • 000045.00 1tF1[F, tit] jFFFIFF�i��tLltFl ��ti J>]P!7'�r�t�rTtaiiSli�r� @13i SEE OTHER SIDE Jan 03 11 12:38p Grand Plumbing Corp CERTIFICATE OF LIABILITY INSURANCE 12108110 7863379097 p.2 PRODUCER United Insurance A en 216 SW • 71h Avenue SuJe #217 Mlernt FL 1•3135 Phone (30E)541-3810 Fax 35)541-3E11 itastAsED Grand Plumbing Corp. 2315 W 2nd Avenue Hialeah, FL 33010- (786) 337-9090 THIS CERTIFICATE IS ISSUED AS A MATTER QF INFORMATION ONLY AND CONFERS NO RIQHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOS NOT A At.TERMIE_coVERAGE AFFORPEO BY THEIGI:IctEASELf307/1_. INSURERS AFFORDING COVERAGE NAIC :INSURER As ASCENDANT COMMERCAL INSURAN ' •IN ER s: SIRIDGEF:ELD CASUALTY INSURANC : NSURER C: I_ INSURER D. • — — - - - • f :USURER .12: COVERAGES --- THE pciia ei OFiiialia4,1 CeilieiRiTIATIffifEliiiii0 Etifer 'n-Tiiiiiiiiiii5Kii.i4e5,i.56:CFaiii-iFaTifEi Palt5, IHOICAfrE . HOTWITHSTANCIND - I iNY REOLPREMENT. TERM OR CONDITION OF ANY CONTRADT OR OTHER CoC;JMENTIMTH RESPECT TO INHICH THIS CERTIFICATE MAY BE ISSUED OR ' MAY PERTAIN. T.-(E ;NSURAHCE AFFOROED BY THE POLIC.ES OESCRISED HEREIN IS SUBJECT TC. ALL THE TERMs, EXCLUSIoNS AND CONDITIONS OF SUCH 5-i POUC/ES. AGGREGATE LIII:I.TsstowN MAY HAVE BEEN REDUCED SY PAID CLAIMS. NeR-77.. -LTIC IESITP TYPE OP INSURANCE POLICY NUMBER ROLiCY ErFECT.IVE (POLICY EXMRATION. EAHOCCURROE GL 30106 ' 03'23/2010 ' 03/23'2011 :f.PsomexplisElAn(E-ay ono7r4::::. $1°°•Cgii) --s;7660 PERSONAL & ACV IINLLIRY.--- :.GENERAL AGGRE3ATE-.---7. - -i2,-600:60-6. •,------ .. , _PRS0o.....Itic...t.SL-cOMPZOP-ASC .7.-.. S i ,000000 • GENERAL LIABILITY • CoMMERCIAL GENE.RAL UABIUTY I A CLAIMS MADE • LI • : . GENt AGGREGATE LIMIT AFFILIES PER: IL.. POLICY . PROJECT LOc • I suromosILE LIABILITY • •L.. ANY AUTO 1 AL1. OVUNEO AUTOS SCHEDULED AUTOS HIRED AUTOS tr-1 • ..: NON OINNEDAUTOS GARAGE LIABILITY , ANY AUTO .4— EXCESS/ urviatteu.A LIABIUTY • •J OCCUR .--._ CIAIA.IS MADE I 1: DEoucmat, i • ETEh11ON $ .... • • COMBINED SINGLE LIMIT BOORT INJURY soiolv INJURY • •/Per academy aaoperY DAMAGE Pay ecoklsrall. 1 1 "1"-- AlJTO ONLY EA ACCIDE1.1' OTHER THAN AUTO ONLY: AOG EACH 0O.CURRENGE AGGREGATE • ' vvolociiiicattPaliiiAtoa AND EmPLeYERs' uksturr , ANY PROPRIETOR pARTNER EXECUTIVE yjOI g6 05359 —*** 0* • "5"74.-1. • • ...•••• ..... " opficER/w4BER Exci_Joso? El. EACH ACCIDENT • Ma y NH) Wyss, deeatibe under • E.L, OISSASE • EA EfrIPLDrEE... MSrr..7.947-b_ektvo OTHER • rE.1:-CTEWS E rr ADDED BY ENDORSEMENT SPECIAL PROVISIONS PLUMBING-RESIDENTIAL AND COMMERCIAL CONTRACTOR ... CERTIFICATE HOLDER CANCELLATION • SHOULD ANY CF THE ABOVE °escalate) POLICIES BE CANcELLED BEFORE THE .. — .. .........._ . . CITY OF MIAMI SHORES .. EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAE. : 30 CATS WRITTER NOTICE TO ME CERTIRCATE HOLDER NAMED TO 70050 NE 2ND AVENUE . THE LEFT. BUT FAILURE 70 DO SO SHALL IMPOSE NO oBLiGATION OR LIABILITY MIAMI SHOR.5.S. FL 33138 ...............„............ . • ........ . OP ANY KIND UPON THE intsuaserirs- olbgepaeseNTATivas. ammo RE e..tg ; , ACECtiff zu (700WO I) QF • .,..,_ 1.• -_..-.......----- ..• --- --- • Linked insuast:14.- i ---. fc 1 ses.'siiiiiii-A-7531FD'EaRkikiaioN.. as raght. The ACORD name and toga are registered 'narks of ACORD • CERTIFICATE OF LIABILITY INSURANCE Date 1 1/3/2011 Producer: Lion Insurance Company 2739 U.S. Highway 19 N. Holiday, FL 34691 (727) 938 -5562 This Certificate Is issued as a matter of Information only and confers no rights upon the Certificate Holder. This Certificate does not amend, extend or alter the coverage afforded by the polides below. Insurers Affording Coverage NAIC # Insured: South East Personnel Leasing, Inc. 2739 U.S. Highway 19 N. Holiday, FL 34691 Insurer A: Lion Insurance Company 11075 Insurer B: Insurer C: Insurer D: Insurer E: Coverages The policies of insurance listed below have been issued to the insured named above for the policy periodindicated. Notmlhstanding any regwrement, term or condition ef any contractor other document with respect to which this certificate may be issued or may pertain, the insurance afforded by the policies described herein is subject to all the terms, exclusions, and conditions of such pol cies. Aggregate limits shown may have been reduced by paid claims. INSR LTR ADDL INSRD Type of Insurance Policy Number Policy Effective Date (MM/DD/YY) Policy Expiration Date ( MM/DD/YY) Limits GENERAL LIABILITY Commercial General Liability Claims Made [] Occur Each Occurrence $ Damage to rented premises (EA occurrence) $ Med Exp $ Personal Adv Injury $ General aggregate limit applies per: DPolicy ❑ Project ❑ LOC General Aggregate $ Products - Comp/Op Agg $ AUTOMOBILE — WWI LIABILITY Auto Any At Owned Autos Scheduled Autos Hired Autos Non -Owned Autos Combined Single Limit (EA Accident) $ Bodily Injury (Per Person) $ Bodily Injury (Per Accident) $ Property Damage (Per Accident) $ EXCESS /UMBRELLA LIABILITY IOccur ❑ Claims Made Deductible Each Occurrence Aggregate A Workers Compensation and Employers' Liability Any proprietor /partner /executive officer /member excluded? If Yes, describe under special provisions below. WC 71949 01/01/2011 01/012012 X I WC stew T tory Limits 1 I 0114 ER E.L. Each Accident $1,000,000 E.L. Disease - Ea Employee $1,000,000 E.L. Disease - Policy Limits $1,000000 Other Lion Insurance Company is A.M. Best Company rated A- (Excellent). AMB # 12616 Descriptions of Operatlons/LocationsNehlcies /Exclusions added by Endorsement/Special Provisions: Client ID: 08-66 -199 Coverage only applies to active employee(s) of South East Personnel Leasing, Inc. that are leased to the following "Client Company": Frank M. Diaz dba EFJ Electrical Contractors Coverage only applies to injuries incurred by South East Personnel Leasing, Inc. active employee(s) , while working in Florida. Coverage does not apply to statutory employee(s) or independent contractor(s) of the Client Company or any other entity. A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937 -2138 or by calling (727) 938 -5562. Project Name: FAX: 305 - 856 -3622 & 305 - 756 -8972 / ISSUE 04 -13-09 (TD) / RENEWAL 12 -17 -09 (SH) / REISSUE 01 -03-11 (TD) Begin Date: 1/16/2005 CERTIFICATE HOLDER CANCELLATION CITY OF MIAMI SHORES 10050 NE 2ND AVENUE MIAMI SHORES, FL 33138 Should any of the above described policies be cancelled before the expiration date thereof, the issuing insurer will endeavor to mail 30 days written notice to the certificate holder named to the left, but failure to do so shall impose no obligation or liability of any kind upon the insurer, its agents or representatives. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 164168 Permit Number: EL -12 -10 -2207 Scheduled Inspection Date: September 08, 2011 Inspector: Devaney, Michael Owner: JONES, WILLIAM Job Address: 379 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: EFJ ELECTRICAL CONTRACTOR Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1132060136130 Phone: (305)793 -3263 Building Department Comments REAR HOUSE- REPLACE ALL EXISTING RECEPTACLES INSTALL NEW RECEPTACLES PER PLANS INSTALLS LIGHTING AS PER PLANS. INSTALL TWO EXHAUST FANS AS PER PLANS. Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments 6 5- `)/-7 7/ September 07, 2011 For Inspections please call: (305)762 -4949 Page 43 of 47 Miami Shores Village IM©wrviT Building Department h, � r,�, Building Department �,i 2O 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305). 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. EL - 12- 10 - Z201 Master Permit No. C 1 0` 1 S 1(Z Permit Type: ELECTRICAL Owner's Name (Fee Simple Titleholder) (1(1 V'A " a [ t ` TO d'e-S Phone # 3.0 5 1 S°1- 6 3 7 Owner's Address "51 --21 We. ! City M 41A- e 5 14 9ItS State C---1 Tenant/Lessee Name Email Zip X13 Phone # Job Address (where the work is being done) City Miami Shores Villa e . s3i3 g County Miami -Dade FOLIO / PARCEL # )(-'Z-o(-O(3 - (013 0 Is Building Historically Designated YES NO v -f -v Contractor's Company Name E \ C�L't� CAA Contractor's Address / (57 4 5 z.J 41 9- 'IL.- City //J4 /4 ,` State`�f Qualifier Name f i/ Zip Flood Zone Phone # 39 - 7 �i 3 -32 6 3 Zip 3 9 /,5s-- Phone # State Certificate or Registration No. 4. /3o 1 y g J Certificate of Competency No. C 4-/O 0 Contact Phone E -mail Architect/Engineer's Name (if applicable) 1 1.) Value of Work For this Permit $ 2,0 - Type of Work: Describe Work: 1 /ivy r Phone # Square / Linear Footage Of Work: // 5) S 41- DAddition . teration [JNew ❑ Repair/Replace ❑ Demolition i e� /a Se - / /4, ✓4/ e s /�� _ /teas �a�Ces v c--/ r c Cis � ,� G, L %ti 14-v, "Tv 44-frs s 15 /text 6, 44 ** * * * * * * * * * * * * * * * * * * * * * * * * ** *** ** Fees************* * * * ** ** * ** * * ** * * * * * * * ** * * * * * * ** Submittal Fee $ Permit Fee $ X.0-7A Notary $ Scanning $ Double Fee $ Structural Review. $ Training/Education Fee $ Radon $ CCF $ CO /CC $ DPBR $ Violation date: Technology Fee $ Bond $ Total Fee Now Due $ See Reverse 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 re- inspection fee will be charged. Signature 1 ! i '!� - Sig as Owner or ft fzzr Contractor The foregoing instrument was ackno ''edged before me this 13 The fo in instru ent as ackn dgedifore m this �J day of - , 2010 by W I lLt I A �S , day of 'x/11 ' 0 In, by � i .- L1 ` who is personally known to me or who has produced who is personally known to me or who has produced 19tstU.'I k-1IAs identification and who did take an oath. as identification and who did take an oath. NOT ' Y PUBLIC: erisiN RODNNEYC. SHRADER MY COMMISSION # DD 796803 EXPIRES: June 11 2012 ,***** •• Bonded Ibru Notary Pu Undingem Sign: r� �I - Sign: Print: 1�%�� ` �- S Print: � � My Commission Expires: KO 1610 *i �O a V. 11192 Vo'„ „,, C0� o0 3, e Co d • S�p'00°°4 * * * * ** *qtr * * * * * * * * * * * ** ... *********************** ***t*** ******* **** ***** * * ** **** 4tY15 . , o' '* * *** * ** Plans Examiner ,•� Zoning BY l' �l so�� g or My Commission Expires: l9.' I,1.. 20 It_ Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Clerk checked Jan 26 00 02:21p DESIGN LIGHTING 3056671717 p.1 CERTIFICATE OF LIABILITY INSURANCE 1 1/3/2011 producer Lion Insurance Company 2739 U.S. Highway 19 N. Holiday, FL 34691 (727) 938 -5562 This Certificate is Issued as a matter of information only and confers no rights upon the Certificate Holder. This Certificate does not amend, extend or alter the coverage afforded by the polities below. Insurers Affording Coverage NAIL # Insured: South East Personnel Leasing, Inc. 2739 U.S. Highway 19 N. Holiday, FL 34691 insurer LianIr>suranceCorrhparrq 11075 Insurer e` Insurer C: Insurer 0: insurer E: Coverages "the p Marrs ot memos limed beim-ham been ism ed to the insured named alum/afar the poky periodIncicated Noosthstending arty regi rarrent term or cosiBon ofanyrcalract orothordocurnentwithrespect towhich this certificate ma,' beihralled ar may pertain, the insurance afforded byte hold es desertted herein is subject to a Ate terrrhs, excLesions. end eonarns otsuch ptildes. Aggregate limits skean rimy have been reduced by paitldeims. INSR LIR ADDL t•rsRD Type of Insurance Policy Number Policy Effective Dee (MM/DD/YY) Policy Expiration M/VDM') Limits GENERAL UABILiTY Commercial General Liability Claims Made 0 Occur EachOccunence $ Damage to rested prermisest =A occurrence) $ .r . Med E $ General aggregate limit applies per: "al Adv i" J Poky c3 Project II LOC Generregate al Agg Products -Coma Agg s AUTOMOBILE — MIMI MIMI UABIUTY Any Auto AI Qws6d Autos Sehe duledAWOS Hired Autos Non- Owned Autos ConiWred Sing eL11rt (EA Accident) God FjWPM (Per Person) $ BorUiytyury (Par Accident) 3 Property Damage: (Per Acddent) `i i EXCESS/UMBRELLA LIABILITY Eachocanronca Occur • Clain Made Oedualble Aggregate A workers Compensation and Employers' LlabIIty Any propdetorlpartnerlexecutive officer/member excluded? If Yes, describe under special provisions below. WC 71949 01/012811 01/01/2012 X 1 WC S 11 ] 1 Ea 1 E.L. Each Accident $1,000.000 E.L. Disease - Ea Employee -moo: urea E.L. Disease - Policy Limits $1.E00.000 Other Lion Insurance Company is A.M. Best Company rated A- (Excellent). AMB # 12616 Descriptions of Operations !LocatlonsNVehiciesiExclustons added by Endorsement/Special Provisions: (Tient ID: 08- 66-199 Coverage only applies to active employee(s) of South East Personnel Leasing, Inc. that are leased to the following "Client Company": Frank M. Dias dba EF3 Electrical Contractors Coverage only applies to injuries incurred by South East Persomel Leasing, Inc. active employee(s) , while working in Florida. Coverage does not apply to statutory employee(s) or independent contractor(s) of the Client Company or any otherentity- A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937 -2138 or by calling (727) 938 -5562. Project Name: FAX: 305-856-36228, 305- 756 -89721 ISSUE 04 -13-09 (113)/RENEWAL 12 -17-09 (SH) / REISSUE 01- 03- 11(70) Begin Date: 1/16/2005 CERi1FICAIEHOLDER cANCEh r ATION CITY OF MIAMI SHORES 10050 NE 2ND AVENUE MIAMI SHORES, FL 33138 Should aryl Are shone described potties be cancer before Iheehghiration date thereat, the issuing Insurer „ill . endeawrto mall 30 days written notice to the certificate holder named lo the left but taikaeto do so Sher Impose no ribligation orlabilityorcryWrtduponthetrainer ,itsagentsorrepresentstivee. Jf 41-004.A.4.- ACORDW, CERTIFICATE OF LIABILITY INSURANCE MUMMER (305) 270 -1424 Fan Sea Assurance Agency, Inc 9100 Sunset Drive Miani FL 33173 -3433 INEUM FRANK M. DIAZ D/8 /A EFJ ELECTRICAL CONTRACTOR LIC # 000016300 7166 SW 47 ST MIAMI FL a>a {aaaaanarrrY+O 12 03 2010 1183 OBUTFWATEMSSUED AS A MATtER Of WOMAN= ONLY AMJ CONFERS NO REIMS UPON THE CERDSWATE TE DOES NOW AINSW, Ease OR ALTERIIECOVIDIAGSAFRNEMOSYINEMIONSEELVSL INSURANCE OCKFANY enUREIl NAIC B c MRER ax CCENRAGES THE POLONES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE MUM NAMED ABOVE FOR THE POLICY PEED INDSCATED. NUIIININZTANTOW ANY OR COAEXTION OF ANY CONTRACT OR_OTHER DOCINENT WITH RESIECT TO VASCH THIS conwicATE MAY FE ISSUED OR MAY PERTAIN, THE DEIIIRANCE AFFCSDED SY 114E POLCIES DIMMED HEREIN IS SUBJECT TO ALL THE TERNS, EXCLUSIONS ANO COMXTICOIS CW SUCH MMES. AGGREGATE LBWS SWAN MAY HAVE SEEN REDUCED SY PAID MAIMS LTR A TYPEOEMSWICE POLICYINJOSER FM= LIVEECY aNSTESIMMYY) DATE CLAWS SNIDE CENLAGGREGATE LWA PEf. X POLICY 1-1 fiES 1-1 1.0c 0185P.00023012 12/01/2010.12/01 /2011 f / f / f EACH OCCURRRECE 0 we perms/ PERSONPL & ADV RUM / GENERAL MMEGATE AurroornsuE ovum Juno A/rc$ $00DUSEDAUTOS ISIEDAIITOS RON-000E0iWTOS Q R 0110PL00004878 12/01/20101-12/01 /201 / / / CONEREBD SURE LEST / / aY INJURY • IIDDLY / / mwmmvamumm AWARD I / / / OMR THAN EA ACC AUTO01tY: 1,000,000 100,000 5, 1,000,000 000,000 2,000,000 100,000 ROXESSRMELU4 EERY OCCUR ❑ CLAMS a DMICTIRE RETBRION $ NOW [HIS COSIPEl1MON MID EOPMER, UMW ANY PROPRIEDMARTMEREXECUTIVE OFFS:MEMBER EXCLUDED? SPECIAL Oaten / • FA O\ f / a_a TE / aLEACSAc r / / MEADE - EA EL MUMMY 0911WICATE HOLDER CANCELLATION CiT r OF Kam BERMES 10050 WE 2ND AVE MANI ACORD 25 POEM MESS 05 (305) 756 -8972 FL 33138- MY 0f Tsar: A TIPE EX/Wt EX/WM DATE Tarim THE P&L ENINUME 1* M. am vasrrEaa isms TD TI TS moat sum 10 ue Lair, au MUNE TO DO SO MU- d SO ODINIATIOMI OF ANN TtE ITS REPRESESTATIVES. 1 11ECIROMCLAMERRMS,0C-01M7400 OACORD COMPORATION 1'588 Nods tOic5y64.1 t TN, Structural Calculations G. V. Pirez Associates, Inc. Consulting Engineers 7315 SW 87th Avenue, #100 Miami, Florida 33173 Phone: (305) 412-2200 Fax: (305) 412-2011 e-mail: gvpirez@cofs.net George V. Pirez, PE #12294 ' G. V. PIREZ ASSOCIATES, INC. Consulting Engineers 7315 SW 87th Ave. # 100 Miami, FL 33173 PHONE: (305) 412 -2200 FAX: (305) 412 -2011 PE #12294 JOB ,Jo )fC=S (00110 cc-75 SHEET NO 1 OF CALCULATED BY c.,}1p CHECKED BY DA SCALE DATE 2- - 1 ,/20 -rl -I1 T.:................... . t--1 3 3_ ............. 4 )tit. r- G. V. PIREZ ASSOCIATES, INC. JOB X6/ -6"SI p cE Consulting Engineers SHEET NO OF 7315 SW 87th Ave. # 100 Miami, FL 33173 % D PI PHONE: (305) 412 -2200 CALCULATED BY `O �4 DATE PE #12294 2 FAX: (305) 412 -2011 CHECKED BY f/ DATE SCALE G. V. PIREZ ASSOCIATES, INC. Consulting Engineers 7315 SW 87th Ave. # 100 Miami, FL 33173 PHONE: (305) 412 -2200 FAX: (305) 412 -2011 PE #12294 JOB SHEET NO. 3 OF (/ CALCULATED BY J � DATE CHECKED BY I DATE SCALE G. V. PIREZ ASSOCIATES, INC. Consulting Engineers 7315 SW 87th Ave. # 100 Miami, FL 33173 PHONE: (305) 412 -2200 FAX: (305) 412 -2011 PE #12294 JOB 0wG-'" S (2 2 ,(7.0 ,,,,c C L. SHEET NO 4 OF CALCULATED BY DATE 2' - l ( 1 CHECKED BY DATE SCALE G. V. PIREZ ASSOCIATES, INC. Consulting Engineers 7315 SW 87th Ave. # 100 Miami, FL 33173 PHONE: (305) 412 -2200 FAX: (305) 412 -2011 PE #12294 JOB NTd/)ES n4 /.0 C SHEET NO �`j� /� OF r / ^� / CALCULATED BY ' DATE "� - - t ( CHECKED BY DATE SCALE G. V. PIREZ ASSOCIATES, INC. Consulting Engineers 7315 SW 87th Ave. # 100 Miami, FL 33173 PHONE: (305) 412 -2200 FAX: (305) 412 -2011 PE #12294 JOB SHEET NO -, OF CALCULATED BY (0- CHECKED BY DATE SCALE SID DATE Z- -1' a MOAN ( G. V. PIREZ ASSOCIATES, INC. Consulting Engineers 7315 SW 87th Ave. # 100 Miami, FL 33173 PHONE: (305) 412 -2200 FAX: (305) 412 -2011 PE #12294 JOB SHEET NO OF (% CALCULATED BY 0 " DATE " ' CHECKED BY DATE SCALE G. V. PIREZ ASSOCIATES, INC. ' Consulting Engineers 7315 SW $7th Ave. # 100 Miami, FL 33173 PHONE: (305) 412 -2200 FAX: (305) 412 -2011 PE #12294 JOB Jc eS ..j7. 1e\ CL SHEET NO CJ CALCULATED BY 6,(/(, DATE 7 -( 1 CHECKED BY DATE SCALE OF 11 • G. V. PIREZ ASSOCIATES, INC. Consulting Engineers 7315 SW 87th Ave. # 100 Miami, FL 33173 PHONE: (305) 412 -2200 FAX: (305) 412 -2011 PE #12294 JOB SHEET NO "� OF CALCULATED BY ..aV DATE ^ 2 ' / CHECKED BY SCALE DATE G. V. PIREZ ASSOCIATES, INC. Consulting Engineers 7315 SW 87th Ave. # 100 Miami, FL 33173 PHONE: (305) 412 -2200 FAX: (305) 412 -2011 PE #12294 JOB 2°'5 /0c-N C� SHEET NO OF CALCULATED BY / IC DATE CHECKED BY DATE SCALE �-� Table 2 - Carbon Steel Kwik Bolt Anchor Diameter in. (mm) Embedment Depth in. (mm) ec ianica Anchoring Systems Kwik Bolt 3 Expansion Anchor 4.3.5 oads in Normal- Weight Concrete' f'c = 2000 psi (13.8 MPa) Shear2 Ib (kN) Tension Ib (kN) 1/4 (6.4) 1 -1/8 (29) 2 (51) 3 (76) 300 (1.3) 635 (2.8) 755 (3.4) 530 (2.4) 3/8 (9.5) 1 -5/8 (41) 730 (3.2) 1135 (5.0) 2 -1/2 (64) 3 -1/2 (89) 1260 (5.6) 1580 (7.0) 14603 (6.5) 1/2 (12.7) 2 -1/4 (57) 1235 (5.5) 1865 (8.3) 3 -1/2 (89) 4 -3/4 (121) 5/8 (15.9) 2 -3/4 (70) 4 (102) 1930 (8.6) 2135 (9.5) 1920 (8.5) 3020" (13.4) f'c = 3000 psi (20,7 MPa) f'c = 4000 psi (27.6 MPa) f'c = 6000 psi (41.4 MPa) Tension Ib (kN) Shear2 Ib (kN) Tension Ib (kN) Shear2 Ib (kN) Tension Ib (kN) Shear' Ib (kN) 365 430 550 (1.6) (1.9) (2.4) 715 530 800 530 530 (3.2) (2.4) (3.6) (2,4) 845 (2.4) 795 840 (3.8) (3,5) (3.7) 910 1275 1095 1420 1090 (4.0) (5.7) (4.9) (6.3) (4.8) 1555 1850 2060 14803 (6.9) 14603 (8.2) 14603 (9.2) (6.5) 1770 (6.5) 1965 (6.5) . 2150 (7.9) (8.7) (9.6) 1430 2300 1620 2735" 1975 (6.4) (10.2) (7.2) (12.2) (8.8) 2185 2440 324f) gn9n5 (9.7) 2355 (10.5) 3020° (13,4) (10.9) 2660 (11.8) 3285 (14.6) 2120 (9.4) 2750 (12.2) 2065 (9.2) 3020 3410 (15.2) 2575 (11.5) 2210 (9.8) 30205 (13.4) 40708 (18.1) (14.4) 3620 (16.1) 2830 (12.6) (13.4) 5 -1/2 (140) 3/4 (19,1) 3 -1/4 (83) 4 -3/4 (121) 6 -1/2 (165) 3240 48855 (21.7) 4090 (18.2) (13.4) 3695 (16.4) 48855 (21.7) 3385 (15.1) 2425 (10.8) 4900 (21.8) 4100 (18.2) 2730 (12.1) 48855 (21.7) 4770 (21.2) (14.4) 4535 (20.2) 5340 (23.8) 4260 (18.9) 5860 (26.1) 5340 (23.8) 5285 (23.5) 7185 1 (25.4) 4 -1/2 (114) 6 (152) 9 (229) 3330 (14.8) 4930 (21.9) 6670 (29.7) 7070 (31.4) 4050 (18.0) 7600 (33.8) 9200 (40.9) 6000 (26.7) 7670 (34.1) 9200 (40.9) (32) 57108 (25.4) 7325' (32.6) 5325 (23.7) 3785 (16.8) 6155 (27.4) 48855 (21.7) 4670 (20.8) 7070 (31.4) 8670 (38.6) 8140 (36.2) 9200 (40.9) 7005• (31.2) 5070 (22.6) 8400 (37.4) 57108 (25.4) 7325' (32.6) 10670 1 Intermediate load values for other concrete strengths and embedments can be calculated by linear interpolation. 2 Unless otherwise noted, values shown are valid for the shear plane acting through either the anchor body or the anchor threads. 3 Values shown are for a shear plane through the anchor body. When the shear plane is acting through the threads, reduce the shear value by 10 %. 4 Values shown are for a shear plane through the anchor body. When the shear plane is acting through the threads, reduce the shear value by 12 %. 5 Values shown are for a shear plane through the anchor body. When the shear plane is acting through the threads, reduce the shear value by 20 %. 6 Values shown are for a shear plane through the anchor body. When the shear plane is acting through the threads, reduce the shear value by 7 %. 7 Values shown are for a shear plane through the anchor body. When•the shear plane is acting through the threads, reduce the shear value by 27 %. (47.5) 9200 (40.9) Hilti, Inc. (US) 1 -800- 879 -8000 I wywu.us.hilti.com I en espanol 1 -800- 879 -5000 I Hilts (Canada) Corp. 1 -800- 363 -4458 I www.ca.hilti.com I Product Technical Guidee 2006 227 owe arib 4.3.5 Kwik Bolt 3 Expansion Anchor Influence of Edge Distance and Anchor Spacing on Anchor Performance Load Adjustment Factors fo 5/8 i�t. Diameter Anchors Adjustment Factor 5/8 in. Embed merit Depth, in. `Y 2 -3/4 3 -1/2 4 4 -1/4 4 -3/4 5 -1/2 6 6-1/4 7 7 -1/2 7 -3/4 8 -1/2 9 Load Spacing Tension /AN 2-3/4 0.60 0.69 0.75 0.77 0.83 0.92 0.98 1.00 a4 Edge Distance Tension, /RN 2 -3/4 0.80 a4 Spacing Shear fAV 2-3/4 0.90 a4 Edge Distance Shear 1 toward edge /RV' x 2-3/4 II to edge f a 2 -3/4 1 away from edge fa/3 2-3/4 0.60 0.66 0.72 0.76 0.78 0.84 0.88 0.90 0.96 1.00 0:92 0.95 1.00 0.82 0.85 0.90 0.93 0,95 1.00 0.94. 0.94 0.96 0.98 0.99 1.00 0.90 0.91 0.92 0,93 0.94 0.95 0.96 0.97 0.98 0.99 Adjustment Factors for 3/4 in. Diamete Adjustment Factor 3/4 in. Embedment Depth, in. 3 -3/8 4 5 5 -3/4 6 -1/4 6 -1/2 7 7-1/2 8 -1/4 9 9 -3/4 10 -1/4 10 -3/4 Spacing Tension fAN 3 -1/4 N4-3/4 Edge Distance Tension, fRN 3 -1/4 Spacing Shear fAV 3 -1/4 a 4 -3/4 '0.52 0.58 0.67 0.73 0.76 0.85 0.91 0.94 1.00 0.61 0.84 0.66 0.86 0.73 0.89 0.78 0.81 0.88 0.93 0.95 1.00 0.91 0.92 0.95 0.97 0.98 1.00 rAnchors Edge Distance Shear 1 toward edge favt a 3 -1/4 II to edge f„w a 3 -1/4 1 away from edge 1RVI a 3 -1 /4 0.61 0,67 0.77 0.85 0.90 0.92 0.97 1.00 0.6 0.67 0.70 0.72 0.75 0.79 0.84 0.89 0.94 0.97 1.00 0.86 0.94 1.00 0.81 0.86 0.88 0.90 0.93 0.95 1.00 0.92 0.94 0.96 0.97 0.98 0.99 1.00 0.90 0.92 0.93 0.93 0.94 0.95 0.96 0.97 0.98 0.99 1.00 0.51 0.59 0.64 0.67 0.72 0.77 0.85 0.92 1.00 0.61 0.67 0.71 0.73 0.77 0.82 0.88 0.94 1.00 0.83 0.86 0.88 0.89 0.90 0.92 0.95 0.97 1.00 Load Adjustment Factors for 1 in. Diameter A Adjustment Factor 1 in. Spacing Tension fm Edge Distance Tension, NI Spacing Shear fAv Edge Distance Shear 1 toward edge fIV1 II to edge fRV2 .L away from edge fRV3 3/4 Embedment Depth, in. 4 -1/2 a6 4 -1/2 a6 4 -1/2 a6 a4.1/2 a4 -1/2 x4.1/2 I. .3 �. 4 -1/2 0.60 0.60 0.80 0.89 0.80 0.90 0.93 �X 0.90 ' t 6 0.71 7 0.78 0.65 0.95 0.84 0.94 0.91 0.52 0.84. 8 0.85 0.71 1.00 0.89 0.96 0.93 0.59 0.67 0.86 9 0,92 0.76 0.93 0.98 0.94 0.67 0.73 0.89 9 -3/4 0.97 0.80 0.97 0.99 0.95 0.72 0.78 0.91 10 -1/4 1.00 0.83 0.99 1.00 0.96 0.76 0.81 0.92 11-1/4 0.88 1.00 0.97 0.83 0.87 0.94 11 -5/8 0.90 0.98 0.86 0.89 0.95 12 -1/2 0.95 0.99 0.93 0.94 0.97 13 0.97 0.99 0.96 0.97 0.99 13-1/2 1.00 1.00 1.00 1.00 1.00 14 -3/4 Standard Anchor Embedments (In.) 5/8 hmin 2 -3/4 hnom 4 hdeep 5 -1/2 3/4 hmin 3 -1/4 hnom 4 -3/4 hdeep 6 -1/21 1 hmin 4 -1/2 hnom 6 hdeep 9 Embedment depth shown reflects embedment for carbon steel anchor, deep embedment depth for stainless steel anchor is 8 inch. Note: Tables apply for listed embedment depths. Reduction factors for other embedment depths must be calculated using equations below. Spacing - Tension hmins hactshnom f =s /ha0 +0.88 3.13 haat a hnom fAN - ..s/hnom + 0.88 3.13 Edge Distance - Tension hmins hactshnom fRN = C/hact + 2 3.75 hact a hnom fRN - C/hnom + 2 3.75 Spacing -- Shear hmins hactshnom fAV = s/haci + 10.25 12.5 hact a hnom Inv - s/hnom + 10.25 12.5 Edge Distance - Shear had a hmin perpendicular toward edge c 'RVI = 3hmin parallel to edge fRV2C/hmin + 0.75 - 3.75 perpendicular away from edge fRV3 = hmin + 5.82 8.82 Note: Edge distance and anchor spacing for all light- weight and sand - lightweight concrete are obtained by dividing the normal- weight dimensions by 0.75 and 0.85 respectively. at-w4o-kt,.., •rs�rgy�. "'r-- <.;."*�, a'e,'„a',.,s wg uF r'?r : ;. tfau r.;k':irh 238 Hilti, Inc. (US) 1 -800- 879 -8000 I www.us.hilti.com I en espaflol 1 -800- 879 -5000 1 Hilti (Canada) Corp. 1-800-363-4458 I www.ca.hilti.com Product Technical Guide 2006 TABLE 1 Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS H Length (In) Product Code Gauge seat Gauge strap No. of Fasteners each strap 10d Maximum Allowable Load (Iles) Uplift Single Strap Uplift Doubler 11 Single & Double Straps L2 Single & Double Straps 16 NVTA -16 NVTAS 212 20 14 NVTAi4 18 NVTA-18 NVTAS 214 20 14 5 757 1514 250 500 6 805 1610 250 500 20 NVTA -20 NVTAS 216 20 14 7 854 1708 250 500 22 NVTA -22 NVTAS 218 20 14 8 902 '1804 250 500 24 NVTA -24 NVTAS 220 20 14 9 951 '1902 250 500 26 NVTA -26 NVTAS 222 20 14 10 999 '1998 250 500 11 1048 '2096 250 500 28 NVTA -28 NVTAS 224 20 14 12 1096 '2192 250 500 30 NVTA -30 NVTAS 226 20 14 13 1145 '2290 250 500 36 NVTA -36 NVTAS 232 20 14 14 1193 •229D 250 500 'Note: For 8 or more nails per strap. use double truss for double straps. 48 NVTA -48 NVTAS 244 20 14 General Notes: 1. Steel shall conform to ASTM A653, structural grade 33 (Min. yield 33 kid) and a minimum galvanized coating of G 60 per ASTM A525. 2. Allowable loads are based on Notional Dosing specifications (NDS) for wood construction, 2001 Edition and Florida BuldIng Code 2004. 3. Design loads are for Southern Pine species with a speak gravity of 0.55. Allowable loads for other species ehdi be adjusted accordingly. 4. Nail values ore based on NDS table 11P. G..0.55 for common wire nails and have been reduced for Penetration Depth factor Co. NVTAS 5. Allowable loads for wind uplift have already been Increased by a duration factor of 1.6 for anchor nails. 33% steel etrees increase Is not used In the tabulated values. 6. Allowable loads for more than one direction for a single connection cannot be added together. A design trod which can be divided into components In the directions given must be evaluated as follows: AAnzt.il + &gal + ' < 1.0 7. Allowable loads are based on if' thick wood members unless otherwise noted. 8. All Be beams and grouted concrete masonry shall comply with chopters 19 and 21 of 2004 FBC. Concrete for tie beans and grout and mortar for concrete masonry shag be a min. of 2500 psi. Concrete masonry shall comply with AS116 C90. MIN 4' 9. All tests have been conducted In accordance with ASTM D- 1761. EMB. NVTA TABLE 2 Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS H (n Product Code Gauge seat Gouge strap 16 NVTA -16 NVTAS 212 20 14 18 NVTA -18 NVTAS 214 20 14 20 NVTA -20 NVTAS 215 20 14 22 NVTA -22 NVTAS 218 20 14 24 NVTA -24 NVTAS 220 20 14 26 NVTA -26 NVTAS 222 20 14 28 NVTA -28 NVTAS 224 20 14 30 NVTA -30 NVTAS 226 20 14 36 NVTA -36 NVTAS 232 20 14 48 NVTA -48 NVTAS 244 20 14 ti�� I. w \-� �''�,iyl Reinforcements Required � W Perpendicular to wa L2 No. of Fasteners each strap each 1Od x 1.5" Maximum Allowable Lood (Ibs) Uplift Single Strap Uplift Double NVT s' L1 Single Double Strops L2 Single & Double Straps 5 1032 2236 250 500 6 1127 2254 385 565 7 1136 2272 520 630 8 1144 '2288 520 630 9 1153 '2306 520 6,30 10 1161 '2322 520 630. 11 1170 "2340 520 630 12 1178 '2356 520 6.30 13 1187 '2374 520 630 'Note: For 8 or more nails per strap, use double truss for double straps. P91001JCPREV1690 sessUb6ee iMfesW __ �ii#le Parallel Li to wall VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 °-- Concrete Be Beam or Tie Beam formed with concrete tilled masoriMODUCTPENEWED Ekibliggelde ANN. 1 'i O 0 0 —4:1— Holes Dia. 1r NVTA, NVTAS u ^ Vu e Industries, inc, 1053 -1059 East 29 Street Hialeah, Florida 3,3013 PHONE (305) 694 -0397 FAX (305) 694 -0398 NVTA AND NVTAS TRUSS ANCHORS DWG #: Sheet: Date: Revisions:,10ly 7, 2003 June 15. 2005 1 of 4 FEB. 13, 2003 �• 10. 2006 NU -2 Jan. 19. 2006 w . • TABLE 1 ' JOIST SUPPORTS ' 18 G NVJH JOIST SUPPORTS - A Allowable Loads (Ibs) '-'7-.. Product J Dimension fiches) S Joist D Double , t Sv Fasteners ' O Owen tad* l lupin Loins ' W • H H • B BS' S Double,` S Single .' J Joists . D Doubte s syt.. s ssi"a Double NVJH24 1 136 3 336 3 3 , 2 2x6 • 2 2-: ' B B-10d e e—toa x 13' 4 _. , 744 7 744-. 3 . ' ' 2x8 . ' 2sNY&26 3 • w -101: tr4 - -WW a or ( (Zc o I24 O 8 821 • , r r 2 2x8 2 2 -2x8 2 2x8 - - Jot General Notes: 1. Steel shall conform to ASTMA653, structural grade 33 (Min. yield 33 ksi) I and- a minimum galvanized coating of G 60 per ASTM A525. • 2. Allowable loads are based on National Desing specifications (NI}S) for ' wood c0nStr ction l;ditlOII.a »� 'F to -.ids. (3t4ta1.:r-2 ��''•' 2ovG(2p07- 2005' 3. Design loads are for Southern Pine species with a specific gravity of 0.55. - Allowable loads for other species shall be adjusted accordingly. 4. Nail values are based on NDS table fig, G-0.55 and have been reduced ' for Penetration Depth factor.•.. 5. Allowable Ioads for wind uplift and lateral toads have already been ' increased by a duration factor of 60% for anchor nail No increase is 3' Double Header 2 -27( allowed forsteel stress- NVJH 28 as shown ' • NVJH 24 dt 28 , slm8ar but with - dfterent holes. 6. Allowable loads for more than a single conneLion cannot be added together. A design load which be divided into components in the direction - given rust be evaluated as follows: - • Actual Uplift + Actual_ 1,1 + Actual 1,2 <_1.0 Allowable Uplift Allowable LZ Allowable L2 7. Allowable loads are base on 1 thick wood members unless otherwise • noted 8. All tests have been conducted in accordaacr 1761. azzzertioimih raoovcramssa VIPIN N. TOLAT, PE CCIVIL) FL. RED. # 12847 15123 LANTER CREEK LANE HOUSTON, TX 77068 - `QS It(�' .•:/I•7JMJt ineeseVegirithibeFlorida H7.1 -0.5/4 • BY J Nt.6- 7 U C Industries, Talc_ . 1053- 1059East29Sheet tfialce1 Florida 33013 (305) 6940397 PAID 430$) 694-0398 NVJH JOIST SUPPORTS DWG 0": NU-3 Sheet:. 1of3` Date: Resisioas: W 11!10103 . C7J 12i1,iN3. IDLY M. unit `; .(3)::04/27/P5_ a TABLE 5 NVRT Flat and Twisted Rafter Ties Length (in) Product Code Gouge 12 NVRT -12 14 16 NVRT -16 14 18 NVRT -18 14 20 NVRT -20 14 22 NVRT -22 14 24 NVRT -24 14 30 NVRT -30 14 36 NVRT -36 14 48 NVRT -48 14 16d Fasteners Maximum Up ift Load (Ibs) TOTAL PAZ, Flat Ties Twisted lies 8 4 725 724 10 5 861 860 12 6 998 996 14 7 1135 1132 Notes: 1. Specify -r for Flat and "T for Twisted when ordering. 2. Fastener values are based on o minimum 1r thick wood members. 3. • Indicates no. of nails in each connected wood member. 4. See General Notes, sheet 1. • s 6 e 0 s a s s s s s LENGTH UPLIFT TABLE 6 NVRT Twisted Rafter Ties to Concrete Tie Beams or Concrete Filled Masonry Length (in) Product Code Gauge g 12 NVRT -12 14 16 NVRT -16 14 18 NVRT -18 14 20 NVRT -20 14 22 NVRT -22 14 24 NVRT -24 14 30 NVRT -30 14 36 NVRT -36 14 48 NVRT -48 14 Notes: No. of 16d nails to Wood Framing No. of " diameter Tapcons to Concrete Maximum Uplift Load (lbs) 4 6 722 5 7 856 6 8 991 7 9 1125 01AMe 1. ITW tapcons shall be embedded a minimum of 1i" into concrete tlebeom or tiebeam formed with concrete filled masonry. ITW tapcons shall have o min. edge distance of 2e" and minimum spacing of 1 }" as shovm. 2. See General Notes, sheet 1. 3. M tapcons must be in the same row space at IX" on centers. Do not use holes In the opposite row. Strop must be long enough to accommodate required topcons. 410* 2e 11"4411 Min. edge distance Reinforcement required Tie Beam formed with concrete titled mosonary or concrete tie !team VIPIN N. TOLAT. PE (CIVIL) FL. REG. f 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 i" 0 0 1" — 0 o - -�IL- NVRT Anchor Holes dia. 4" Do not Use circled fides 11" 2 16d , "Tapcons tg — Vu e Industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 PHONE (305) 694 -0397 FAX: (305) 694 -0398 NVRT FLAT AND TWISTED RAFTER TIES DWG ilk NU -2 Sheet: 3 of 4 Dote: FEB. 13, 2003 Revisions:July 7, 2003 June 15. 2005 Jan. 10, 2006 July 10, 2006 MAR 2i211 S. GVPG.V. PIREZ ASSOCIATES, INC. gY'�__V" ='___ CONSULTING ENGINEERS 7315 SW 87Th AVENUE, SUITE 100 • MIAMI, FLORIDA 33173 PHONE: (305) 412 -2200 FAX: (305) 412 -2011 March 9, 2011 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 PROJECT: Jones Residence Alteration 379 NE 94th Street Miami Shores, Florida Permit No. 10 -1542 Answer to Structural Review Comments dated 03 -01 -2011: 1. There is an existing concrete column at bottom end' of billiard room new steel channels; note on drawing S -1. 2. Existing steel beam is not considered in the calculations for the existing column removal. The new channels will carry all the loading. The existing beam was left in place in order to prevent damage to the existing concrete block parapet. Therefore, there is not composite action between this beam and the new steel channels, but they are connected together with through bolts. If any question remains concerning this matter, do not hesitate to contact us. Respectfully yours, George V. Pir z, P.E. # 12294 Structural Calculations • • • • • • • • s '1'4 • :i 441e • • • f , • , V■kk. • • 4.,,.,' • • 41 • • • • • • • • • • G. V. Pirez Associates, Inc. Consulting Engineers 7315 SW 87th Avenue, #100 Miami, Florida 33173 Phone: (305) 412-2200 Fax: (305) 412-2011 e-mail: gvpirez@cofs.net George V. Pirez, PE #12294 G. V. PIREZ ASSOCIATES, INC. Consulting Engineers 7315 SW 87th Ave. # 100 Miami, FL 33173 PHONE: (305) 412-2200 FAX: (305) 412-2011 PE #12294 JOB SHEET NO. CALCULATED BY CHECKED BY SCALE L610bNIcE-- OF DATE -? DATE •-••••••••••• • • • • • • • G. V. PIREZ ASSOCIATES, INC. JOB ,rjoik(e 5 P- CE Consulting Engineers SHEET NO. OF 7315 SW 87th Ave. # 100 Miami, FL 33173 PHONE: (305) 412-2200 FAX: (305) 412-2011 PE #12294 CALCULATED BY CHECKED BY SCALE DATE DATE ......... • • • • • • • • • • • -0-114.40-0.• • • asite • • • • • • • • • ........ ... •••••• • .. • • • • • • • • • ....... • • • s•-• ..... ••••••• • • • • • • • • • • • # *is.. • 'it • • • • • • • • •F •••• • • • • • /14-ir?) 2 9CS .S""5.1.7._■ .. 4112i Mop. 404.4rtr..`" At k ......... ........ • • ..... • • • ... ... • G. V. PIREZ ASSOCIATES, INC. Consulting Engineers 7315 SW 87th Ave. # 100 Miami, FL 33173 PHONE: (305) 412-2200 FAX: (305) 412-2011 PE #12294 JOB SHEET SHEET NO CALCULATED BY DATE CHECKED BY DATE ‹-opleS OF SCALE ij oLC T ... .... •••• .... •• t ... ........... • .......... ........... k.$ .474. . .9 • ....... • • • • • • • • • 0 • • • • 0 ......... •• •••••• ..... •• • • • • • • • • • • • • • • • • • • • • • • • • •••• • . • ... • : • 4 • • • • • • • • • otts4:••,4e4(4. ••• •• • • • • • • • • • • • 4- 124.46 0 lc 57, ... • •••• • •••• • • • •••• ••• ••• m3 0 c nicer • n0101109 ys ems Kwik Bolt 3 Expansion Anchor 4.3.5 Table 2 - Carbon Steel Kwik Bolt Allowable ).oads in Normal- Weight Concrete' • • • • • .1: Intermediate load values for o?her concrete strengths and embedments can • • be calculate!' by linear interl,Atisre • • • • •'t• Unless ptRhseloted, vatigs•st6Wh are valid for the shear plane acting • • through either tIte •anchor lidyrilleoanchor threads. 3• Values iptpypie :or a shearilane through the anchor body. When the shear plane Is Ming thleugh the threads, reduce the shear value by 10 %. 4 Values shown are for a shear plane through the anchor body. When the shear plane is acting through the threads, reduce the shear value by 12 %. 5 Values shown are for a shear plane through the anchor body. When the shear plane Is acting through the threads, reduce the shear value by 20 %. 6 Values shown are for a shear plane through the anchor body. When the shear plane Is acting through the threads, reduce the shear value by 7 %. /--"\ 7 Values shown are for a shear plane through the anchor body. When the shear plane Is acting through the threads, reduce the shear value by 27 %. • ,nRlfsaX?52eY.fi;YS'i ^.: Hilts, Inc. (US) 1- 800 -879 -8000 I www.us.hilti.com I en espaflol 1 -800- 879 -5000 I HIltl (Canada) Corp. 1-800-383-4458 I www.ca.hilti.com 1 Product Technical Guide 2008 227 Anchor Diameter in. (mm) Embedment Depth in. (mm) f'c = 2000 psi (13.8 MPa) f'0 = 3000 psi (20.7 MPa) f , = 4000 psi (27.6 MPa) f'c = 6000 psi (41.4 MPa) Tension Ib (kN) Shear2 Ib Tension Ib Shear' Tension Shear2 (kN) Tension (kN) Shear2 lb (kN) 1 -1/8 (29) 300 365 430 550 (1.3) (1.6) (1.9) (2.4) 1/4 2 (51) 635 530 715 530 800 530 530 (6.4) (2,8) (2.4) (3.2) (2.4) (3.6) (2.4) 845 (2.4) 3 (76) 755 795 840 (3.8) (3.4) (3.5) (3.7) 1-5/8 (41) 730 1135 910 1275 1095 1420 1090 (3.2) (5.0) (4.0) (5.7) (4.9) (6.3) (4.8) 3/8 2-1/2 (64) 1260 1555 1850 2060 14803 (9.5) (5.6) 14603 (6.9) 14603 (8.2) 14603 (9.2) (6.5) 3 -1/2 (89) 1580 (6.5) 1770 (6.5) 1965 (6.5) • 2150 (7.0) (7.9) (8.7) (9.6) 2-1/4 (57) 1235 1865 1430 2300 1620 27354 1975 (5.5) (8.3) (6.4) (10.2) (7.2) (12.2) (8.8) 1/2 3-1/2 (89) 1930 2185 2440 3240 30206 (12.7) (8.6) 30204 (9.7) 30204 (10.9) 30206 (14.4) (13.4) 4 -3/4 (121) 2135 (13.4) 2355 (13.4) 2575 (13.4) 3620 (9.5) (10.5) (11.5) (16.1) 2 -3/4 (70) 1920 2750 2065 3410 2210 40706 2830 (8.5) (12.2) (9.2) . (15.2) (9.8) (18.1) (12.6) 5/8 4 (102) 2660 3020 ' 3385 4770 48855 (15.9) (11.8) 48856 (13.4) 48856 (15.1) 48856 (21.2) (21.7) 5 -1/2 (140) 3285 (21.7) 3695 . (21.7) 4100 (21.7) 5325 (14.6) (16.4) (18.2) (23.7) 3-1/4 (83) 2120 4090 2425 4900 2730 57106 3785 57106 (9.4) (18.2) (10.8) (21.8) (12.1) (25.4) (16.8) (25.4) 3/4 4 -3/4 (121) 3240 4260 5285 6155 (19.1) (14.4) 5340 (18.9) 5340 (23.5) 73257 (27.4) 73257 6-1/2 (7 65) 4535 (23.8) 5860 (23.8) 7185 (32.6) 7005 • (32.6) •••. (20.2) (26.1). (32) (31.2) • • _ • • • • _ 4-1/2: (M. 3330 7070 4050 7600 4670 8140 5070 • • • • (14.8) (31.4) (18.0) (33.8) (20.8) (36.2) (22.6) •• 1 • • 6 • (52 • 4930 6000 7070 8400 9200 • • (25.4) • • • • • l • (21.9) 9200 (26.7) 9200 (31.4) 9200 (37.4) (40.9) •• 9 :.(2:4 6670 7670 8670 10670 • •••••• (40.9) (40.9) (40.9) • • • • . .. (29.7) (34.1) (38.6) (47.5) • • • • • .1: Intermediate load values for o?her concrete strengths and embedments can • • be calculate!' by linear interl,Atisre • • • • •'t• Unless ptRhseloted, vatigs•st6Wh are valid for the shear plane acting • • through either tIte •anchor lidyrilleoanchor threads. 3• Values iptpypie :or a shearilane through the anchor body. When the shear plane Is Ming thleugh the threads, reduce the shear value by 10 %. 4 Values shown are for a shear plane through the anchor body. When the shear plane is acting through the threads, reduce the shear value by 12 %. 5 Values shown are for a shear plane through the anchor body. When the shear plane Is acting through the threads, reduce the shear value by 20 %. 6 Values shown are for a shear plane through the anchor body. When the shear plane Is acting through the threads, reduce the shear value by 7 %. /--"\ 7 Values shown are for a shear plane through the anchor body. When the shear plane Is acting through the threads, reduce the shear value by 27 %. • ,nRlfsaX?52eY.fi;YS'i ^.: Hilts, Inc. (US) 1- 800 -879 -8000 I www.us.hilti.com I en espaflol 1 -800- 879 -5000 I HIltl (Canada) Corp. 1-800-383-4458 I www.ca.hilti.com 1 Product Technical Guide 2008 227 • • • • • 4.3.5 Kwik Bolt 3 Expansion Anchor Influence of Edge Distance and Anchor Spacing on Anchor Performance Load Ad'ustment Factors for 3/4 in. Diameter Anchors Adjustment Factor 3/4 In. Embedment De • ,In. 3 -3/8 4 5 5 -3/4 6 -1/4 6 -1/2 7 7 -1/2 8-1/4 9 9 -3/4 10 -1/4 10 -3/4 Spacing Tension /AN • Edge Distance Tenaton, /RN Spacing Shear /Ay Ede Distance Shear ward edge fa" II to edge fav2 ® ®® ®® ® ®® 0.67 0.77 0.8 0.67 0.86 0.94 1.00 Ell �1.00NM - 0.89 �E- MI 0.94 1111111/11/ MI 0.97 ��- 0.92 0.97 1.00 0.72 0.79 0.81 0.86 0.88 0.90 0.93 0.95 0.92 0.94 0.96 0.97 0.98 0.99 1.00 J. away from edge 'are 0.90 0.92 0.93 0.93 0.94 0.95 0.96 0.97 0.98 0.99 1.00 0.51 0.59 0.64 0.67 0.72 0.77 0.85 0.92 1.00 0.61 0.67 0.71 0.73 0.77 0.82 0.88 0.94 1.00 0.83 0.86 0.88 0.89 0.90 0.92 0.95 0.97 1.00 MINIM MINIM •••• Load Ad ustment Facts for 1 . Diameter Anchors •Adjfiatment • Factor ••iin. Spade! Tendon ••1o• • EdgeiDistgnoe TdhdfaR, • • fjit • • • • Spacing • Shear • Im Ed ! e Distance Shear uw(:m II .L away to from edge edge ISSECNIMINTIMICIIMEIMM ■tail fO 2 /ays • 4•1/22 r 1 0 80 0.90 Min NM 0.88 -1.00NM NM 0.90 NM= 0.95 --_ In 0.97 -�- N 1.00 ��� • • • • 8 9 - /4 10 -1/4 11 -1/4 11 -5/8 12 -1/2 13 13 -1/2 14 -3/4 0.i:1 0.92 0.60 0.89, 0.95. PriaY 0.97 0.99 4).93 4).94 0.96 .98 0.99 1.00 238 Hilti, Inc. (US) 1-800-879-8000 I 0.90 0.91 0.93 0.94 0.95 0.96 0.97 0.98 0.99 0.99 1.00 0.52 0.59 0.67 0.72 0.76 0.83 0.86 0.93 0.96 1.00 0.61 0.67 0.73 0.78 0.81 0.87 0.89 0.94 0.97 1.00 0.84 0.86 0.89 0.91 0.92 0.94 0.95 0.97 0.99 1.00 5/8 3/4 Standard Anchor Embedments (In.) hmin 2 -3/4 hnom 4 hdeep hmin 5 -1/2 3 -1/4 hnom 4 -3/4 hdeep 6-1/21 1 hmin 4 -1/2 hnom 6 hdeep 9 1 Embedment depth shown reflects embedment for carbon steel anchor, deep embedment depth for stainless steel anchor is 8 inch. Note: Tables apply for listed embedment depths. Reduction factors for other embedment depths must be calculated using equations below. Spacing -Tension hmins hactshnom fAN=Schad +0.88 3.13 ham a hnom fAN = s/hnom + 0.88 . 3.13 Edge Distance -Tension hubs knish= Asti +2 /RN = 3.75 haat a hnom dh +2 nom 3.75 Spacing - Shear hmin hadshnam /AV = 1+ 10.25 12.5 ham a hnom fAV _ slhnom + 10.25 12.5 Edge Distance - Shear had a hmin perpendicular toward edge c l 3h min parallel to edge dh + 0.75 f - Mn 3.75 perpendicular away from edge dh + 5.82 fans = min 8.82 Note: Edge distance and anchor spacing for all Light- weight and sand - lightweight concrete are obtained by dividing the normal- weight dimensions by 0.75 and 0.85 respectively. -10 www.us.hilti.00m I en espafiol 1-800-879-5000 I HIlti (Canada) Corp. 1 -800- 363 -4458 I www.ca.hflti.com I Product Technical Guide 2008 • • •• •• • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • • ••• • • • • • • • • • • • • • ••• Jones Residence • • • • • JOB*: •••'• e•• •• • • • • • • • • • • • • • • • • • Door/Window Pressures per ASCE 7 -05 (Miami -Dade County, Exposure 'C') Date: 11/29/2009 .. p 460', Erlclosgffar3iplly Enclosed, Components & Cladding, Walls (Fig. 6 -5A) • • • • • • • • • • . • • • • • • • • • • Q = 39.43 psf ••• :: '•Cal. `:•• I1•• (Table 1 -1) h = 15.00 ft. I = 1.00 (Table 6 -1) a = 6.0 ft. 8 = >7 Area = area of masonry opening, sf Q = Velocity Pressure, psf h = Mean Roof Height, ft. V = 146 mph (Fig. 6 -1) KZ = 0.85 (Table 6 -3) Kd = 0.85 (Table 6-4) No stress increase allowed KZ = Velocity Pressure Exposure Coefficiei I = Importance Factor a = width of pressure coefficient zone, ft. V = Basic Wind Speed, mph 0 = Roof Angle, degrees Exposure 'C' (Components) P = Pressure, psf p = q[(GCp) - (GCpI)] PARTIALLY ENCLOSED Area P, ' -.-:- 4 , e 5 P, Zone 4 P, Zone 5 10 SF 46.5 P: ' 50.5 PSF 46.5` PS -62.3 PS 61.1 PSF -65.1 PSF 61.1 PSF -76.9 PSF 20 SF . ' : -48.4 PSF .4 59.0 PSF -63.0 PSF 59.0 PSF -72.7 PSF -58.1 PSF 30 SF 43.2 PSF -47.1 PSF 43.2 PSF -55.6 PSF 57.8 PSF -61.7 PSF 57.8 PSF -70.2 PSF 40 SF 42.3 PSF -46.3 PSF 42.3 PSF -53.9 PSF 56.9 PSF -60.9 PSF 56.9 PSF -68.5 PSF 50 SF 41.7 PSF -45.6 PSF 41.7 PSF -52.6 PSF 56.2 PSF -60.2 PSF 56.2 PSF -67.1 PSF 60 SF 41.1 PSF -45.0 PSF 41.1 PSF -51.5 PSF 55.7 PSF -59.6 PSF 55.7 PSF -66.0 PSF Area = area of masonry opening, sf Q = Velocity Pressure, psf h = Mean Roof Height, ft. V = 146 mph (Fig. 6 -1) KZ = 0.85 (Table 6 -3) Kd = 0.85 (Table 6-4) No stress increase allowed KZ = Velocity Pressure Exposure Coefficiei I = Importance Factor a = width of pressure coefficient zone, ft. V = Basic Wind Speed, mph 0 = Roof Angle, degrees Exposure 'C' (Components) P = Pressure, psf p = q[(GCp) - (GCpI)] • • ••. • • - • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • • • ••• • • • • • • ••• Pressure, p = q[(GCp) - (GCpi)] psf • . •. • • •• • • • • • • • • ..0� $ Area, SF GCp GCpi' • dpi • • • • • 10 1.000 0.180 -0.180 1.180 0.820 - 1.100 0.180 • • • -Q 1 y§0• •, 0i9Q0 : • 8-14280 '. :•: :1Ontl4• • Area, SF GCp GCpi • • •G €ph ' •' . : :. • .. • 20 0.947 0.180 -0.180 1.127 0.767 -1.047 0.180 -0.180 -0.867 -1.227 ZONE 4 Area, SF GCp GCpi Gcpi 30 0.916 0.180 -0.180 1.096 0.736 - 1.016 0.180 -0.180 -0.836 -1.196 ZONE 4 Area, SF GCp GCpi Gcpi 40 0.894 0.180 -0.180 1.074 0.714 -0.994 0.180 -0.180 -0.814 -1.174 ZONE 4 Area, SF GCp GCpi Gcpi 50 0.877 0.180 -0.180 1.057 0.697 -0.977 0.180 -0.180 -0.797 -1.157 ZONE 4 Area, SF GCp GCpi Gcpi 60 0.863 0.180 -0.180 1.043 0.683 - 0.963 0.180 -0.180 -0.783 -1.143 ZONE 4 Area, SF GCp GCpi Gcpi 70 0.851 0.180 -0.180 1.031 0.671 -0.951 0.180 -0.180 -0.771 -1.131 • • • • • Pressure 1.180 46.5 -1.280 -50.5 Pressure 1.127 44.4 -1.227 -48.4 Pressure 1.096 43.2 - 1.196 -47.1 Pressure 1.074 42.3 - 1.174 -46.3 Pressure 1.057 41.7 -1.157 -45.6 Pressure 1.043 41.1 -1.143 -45.0 Pressure 1.031 40.6 - 1.131 -44.6 GCp GCpi Gcpi 1.000 0.180 -0.180 -1.400 0.180 -0.180 GCp GCpi Gcpi 0.947 0.180 -0.180 -1.294 0.180 -0.180 GCp GCpi Gcpi 0.916 0.180 -0.180 -1.231 0.180 -0.180 GCp GCpi Gcpi 0.894 0.180 -0.180 -1.187 0.180 -0.180 GCp GCpi Gcpi 0.877 0.180 -0.180 -1.153 0.180 -0.180 GCp GCpi Gcpi 0.863 0.180 -0.180 -1.125 0.180 -0.180 ZONE 5 Pressure 1.180 0.820 1.180 46.5 -1.220 -1.580 -1.580 -62.3 ZONE 5 Pressure 1.127 0.767 1.127 44.4 - 1.114 -1.474 -1.474 -58.1 ZONE 5 Pressure 1.096 0.736 1.096 43.2 - 1.051 -1.411 -1.411 -55.6 ZONE 5 Pressure 1.074 0.714 1.074 42.3 - 1.007 -1.367 -1.367 -53.9 ZONE 5 Pressure 1.057 0.697 1.057 41.7 - 0.973 -1.333 -1.333 -52.6 ZONE 5 Pressure 1.043 0.683 1.043 41.1 -0.945 -1.305 -1.305 -51.5 ZONE 5 GCp GCpi Gcpi 0.851 0.180 -0.180 1.031 0.671 -1.102 0.180 -0.180 -0.922 -1.282 Pressure 1.031 40.6 -1.282 -50.5 • • • • • • • • • • • •� APPENDIX 13-0 Effective Mandl 1,2009 iFORM 11 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Residential Component Prescriptive Method 13 ALL CLIMATE ZONES I Compliance with Method 8 of Chapter 11 of the Rorida Building Code, Rosidediat or Subchapter 13-6 of the Aorfda Budding Code Building may tm demonstrated by the use of Form 1100B for single-mod multiple -famfy residences of three stories or less in height, additions to existing residential buildings, renovations to exteting residential as building must min or cooling, and water all t a energy efficiency requirements on Tabu 8-11aand all applicablmandatory r requirements ments summarized in manufactured 118-2 ofthis form. bufd lug does not comply with this method. it may stilt comply under Method A of t3tapter 11 orSubchapter 13-6 of the applicable code. PROJECT NAME: AND ADDRESS: Jones Residence Inn Ren.ov. 379 NE 94TH STREET Btlli.DER: PERMITTING OFFICE MIAMI MIAMI SHORES, FL OWNER: PERMIT NO.1 1 1 1 1 1 1 1 11 JURDCT1ON NO.: 2 3 Q 6 0 0 1. New cxnstnrction including additions which h immrporate any of the following features cannot comply using this method: skylights or o hernonverticai roof glass, glass areas in excess of 16 percent of conditioned floor aura, and electric resistance heat (See Plates to Table 118-1 an page 2). 2 Fdl in all the applicable spaces of the °To Be Installed" column on ''Table 118-1 with the information requested. All 'To Be Installed" values must be equal to or more etfident than tie required levels. 3.Comptete page 1 based on the To Be Installed" column information 4. Read °Minimum Requirements for AM Packages ", Table 118-2 and check each box to indicate your lutwitto comply with all applicable items. 5. Read, silt and date the 'Prepared By" certification statement at the bottom of page 1. The owner or owner's agent must also sign and date the form. 1. New construction, additlon, or existing btdicling 2. Single- fancily detached or multiple -iamBy attached 3. K muff pl e-famfy -No. of units covered by this submission 4. Is this a worst see? (yes/no) 5. Conditioned floor area (sq. ft) 6. Glass type and area: a. U- factor b. SHGC c. Glass area 7. Percentage of glass to floor area 8. Floor type, area or perhneter, and insulation: a. Slab -on -grade (R value) - b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R value) e. Concrete, common (R-vatue) 9. Wag type, area and i stdai1on: • • 6. Exterior: 1. Masonry (insulation R value) • • 2. Wood frame (Insulation R- value) •••• • •• b. E• • 1.: Masonry (Insulation R- value) 2. Wood frame (Insulation R-value) • • • • 10. Ceiling type type,keismi insulation: 0000 a. Under a (Mutation R value) • • • • • b' Single bly (Inanition R- value) 11, Air d&sMbutIo n: Duct insulation, location • :Test rep8iloggpied if duct in unconditioned space • 12. €ooiatg systems • • • • • • • :(Types: aejai,auom unit, package terminal A.C., gas, none) 13.* Heeling syat4mm • • • •(types: bat plum, elec. strip, nat. gas, LP -Gas, gas h.p., room orPTAC, none) 14. Pr matte thermostat installed an HVAC systems: 15. Hot water system: (Types: elec., nat. gas, LP- gas, solar, heat rec., ded. heat pump, other, none) Please Print 1. Existing (replace windows, in MI ope 2. Single 3. N/A 4, NO 5. 1,862 (No added sgft.) 6a. NIA tab. N1A 6c. NIA - (Replace sq. ft. existing) 7. % 8a. R= NIA lin.ft. 8b. R= !A fig- R 8c. R. N/A sq-ft 8d. R= N/A sq.ft. 8e, R= NIA sdq.ft. gam -i. R= 6 87.5 �, 9a-2. R= WA sq.tt 9b-1. R= N/A sq.ft. 9b-2. R= N/A sq. ft. i� R= NIA sq. ft. Existing 10b. N/A sq.ft. iia. RR= = NIA Existing 11 b.Test report attached? Yes No 12a. N/A - Exist. 12b. SEERIEER: N/A - Exist. 12c. Capacity: N/A - Exist. 13a, Type: N/A - Exist. 13b. HSPFIt OP /AFUE• NIA - F_xist 13c. Caparlty: NIA - Fxist 14. Yes No 15a. Type: N/A - Exist. 15b. EF:. NIA Feist CK s.) Review of plans and specifications cowered by Ws calculation indicates compliance with the Florida Emily Cade. Betore construction Is cumulated, nda building will be inspected for compliance In accordance with Section 553.908, FS. BUILDING ORIGIN.: DAiE 2007 FLORiDA BUILDING CODE - BUILDING 13 -0.23 APPENDIX 13-D * TABLE 114-1 _ MAMA IllitRIBIEMIS (See Note 1) All CHI Zones 814LOWG COMPONENT PERFORMANCE A 1NSTAU.ED VALUES: Windows (see Note 2): U- Factor= 0.65 SHGC =0.35 %of CFA < =18% U- Factor= SHGC = %ofGFA= Exterior door type Wads — Ext. end Adj. (see Note 3): Frame Mass (see Note 3) Interior of wall: Exterior of wet Wood or hated N!A (rte effisting orgy) N/A N/A N/A R-13 R-6 R-4 R -Value = N!A R-Value = R-6 - In fill window opening area R -Value = - Electric resistance peat (See Note 10) Not allowed Ceffings (see Notes 3 & 4) Floors: Slab- on-grade Over unconditioned spaces (see Note 3) Hot water systems (storage type) Electric (see tie 5): Gas fired (see Note 6): R=30 No regtdremera R-13 R-Value = R- Value = N/A 30 40 gat EF =0.82 50 gal: EF =0.90 40 gat EF = 0.59 50 gal: EF = 0.58 Gallons= EF= Gam= EF= N/A N/A Air conditioning systems (see Note 7) SEER =13.0 Ski = N!A Heat pump systems (see Note 8) SEER =13.0 HSPF SEER = NSW = WA WA Gas fences OH furnaces AFUE = 78% AFUE = 78% AFUE = AFUE _ Proglammable thermostat (sue Note 10) Ductwork (see Note 9) Uncondidoned spaces Conditioned Untainted attic assembly per R808.4 with insulation at the roof ph Mtn be installed on all HVAC systems. R-6, TESTED NA R-42 bled? Location: Unconditional spy R-Value = Test report Conditioned space R -Value = (No test report required) Yes No Air Handier gallon: Unconoltioned dribs or garage Conditioned sor thin attic assembly per 11808.4 with heron at the roof plane Requires test report No duct h required Location: Test report (1) Each component present in the As -Built home Must meet or exceed each of the applicable performance criteria in oilier to Comply with this code using this method; oth- erwise Method A complimme must be used. (2)19fmdows and doors qualifyhtg as glazed fenestration areas must comply with twit the maximum L factorand the maximum SHGC (Solar Heat Gain Coefficient) criteria and have a maximum total window area equal to or less than 16% of the conditioned floor area (CFA), otherwise Method A must be used for compliance. Exceptions: 1. Ad- ditions of 600 square foot (56 m2) or less may have maximum glass 10 CFA of 50 percent 2. Renovations with new windows under z 2 foot overhang whose Hower edge dots not extend further than 8 feet from the overhang may have tlhted glazing or double -pane clear glazing. Replacement skylights installed in renovations shall be doublepaned or single paned with a diffuser: (3) f; -Values are for insulation material only as appliedin accordance with manufacturers' lnsta8aton instructions. For mass wails, the Interior of wall" requirement (R-6) must he met except if at least 50% of the R-4 insulation value required for the exterior of wair is installed exterior of, or integral to, the wall. (4) Attic knee wafts shall be insulated to same level as ceilings and shag have a positive mearts of maintaining insulation in flag. Such means may include rigid insulation board or air barrier sheet materials adequately fastened to the attic sides of knee wall framing materials. (5) For other electric storage vohunes, minlnum EF= 0.97 - (0.00132 * volume). (6) For ratitellaftigt1 gas storage volumes, minimum EF =0.67 - (0.0019' volume). • • (7) For alimenweetional nitswdu'wellies greater than 30,000 Btu/c For Small-Duct, Hgh - Velocity units, Space Constrained units, and units with capacities less than • •• d • • • 30,000 Btuihr seejable 13 -006.3 of the Rodeo Building Code, Br ing or Table N1107.AB.32A of the Ronda Bra Coda, Residenliat • • • • • (8) For units with ca� greater than 30,000 Btuffm For Small- Duct, High - Velocity units, Spew Constrainer units, and Traits vlith capacities less than • 30,000 BtlBir seeable 13 -07.AB.3.28 of the Rorlda Building Coda, Building or Table N1107AB.32B of the (bride Buihlh+gCc�. Residential • • • .. • (9) All ductsand air higer:, Per looted in conditioned space or tooted by a Class 1 BERS rater to he °substantially" leak free. 'Substantially teak free" shall mean • distribution system air leakage to outdoors no greater than 3 ctm per 100 square feet of conditioned floor area at a pressure dlffererdial of 25 Pascal (0.10 in. wc.) across the _= entire all tiliftlfftion system, mono the ma ufac tuurefs air handler enclosure. Excepliom New or replacement ducts installed onto an existing air distribution system as • • • • part of anwitMti•n or gusleducts shall either he insulated to R-6 or be installed in condtioned space. • • • yen, 100) The � d elertricir ce hand the mquirement for programmablethemmstats do not apply to additions, renovations, and new heating systems installed • • • • • • • • • • •• .44 • ••• TABLE 118-2 CRWIAE RENTS FOR ALL PACKAGES cint"ils Exterior Joints 8•41rt • Exterior Wks, Doors • Sri &i •••MUM REQUIREIREMB CHECK Lighline Multistory Haves Exhaust Fars NilffitlAB.12 thtliA6.1.1 �N1108116.12.1 N1106.A6.12A N1106./6.12.5 N1108.A6.1.3 To be did, marketed weather or of eratse sealed. Max .3 elm/salt window area; .5 ctm/sq.R door area Sole pates and perarnalions through top plates of exterior walls must be sealed Type 1C rated with no pc eballo s (two alternatives allowed). Air battier on perimeter of floor cavity between Hoes. Exhaust teas vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust duatwotk Water Heaters Svc Pouts & Spas N1112.A8.3 N1112AB.2.3.4 Comply with efficiency requirements in Table N1112AB.3. Smith or dearly narked circa breaker electric or cuktif (gas) nestle pomtde& External or -in teat IMP recanted for Vertical pipe rise's. Spats & heated pools must have covers (tuxes solar heated). Noncommercial pools rust have a Txarup hr. Gas spa & pool heaters must have national thermal efficiency of 78%. Heat pump piol heaters shall have a mk rxan COP 01 4.0. Hot Water Roes Shower Heads HVAC Drat Construction, Insulation & Installation N1112AH5 N1112082.4 Insulation is rued for trot wad &analog systems (including heat recovery units). Water flow must be restricted to no more than 2.5 ratios per made at 80 psig. N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, seated, insulated and installed in accordanoe with the Criteria of Section N1110./8. Ducts in attics trust be insulated to a minimum of R-8. HVAC Controls N1107AB2 Separate rearSy accessllne mend or automatic thermostat for each system. 13 -0.24 2007 FLORIDA BUILDING CODE — BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25 Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 238 Aluminum Project Out Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W99 -04, titled "Series -238 Alum. Project Out Window ", sheets I, 1.1, 2, 3, 4, 5, 5.1, 6 & 7 of 7, dated 01/21/99 with revision E dated 09/22/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 Impact Resistant MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov /buildinacode LABELING: Each unit shall bear a permanent label with the manufacturer's name •or.roglo, cit • following statement: "Miami -Dade County Product Control Approved ", unless otherea t�" RENEWAL of this NOA shall be considered after a renewal application has been A. no change in the applicable building code negatively affecting the performance of tli'i TERMINATION of this NOA will occur after the expiration date or if there has b2'vison car c"IiaNe in the materials, use, and/or manufacture of the product or process. Misuse of this N: of any product, for sales, advertising or any other purposes shall automatically term to comply with any section of this NOA shall be cause for termination and removals • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade out l;4fr cta, followed by the expiration date may be displayed in advertising literature. If any portion of tree 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 # 08- 1001.20 and consists of this page I and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY APPROVED NOA No. 08- 1010.03 Expiration-Date: October 31, 2013 Approval Date: -December 11, XO08 -Page 1 • • • • •••• • • • CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W99 -04, titled "Series -238 Alum Project Out Window, sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 & 7 of 7, dated 01/21/99 with revision E dated 09/22/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test report on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94, 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum casement, project -out and fixed windows, prepared by Hurricane Testing Lab, Inc., Test Reports No: HTL -0080- 0301 -07, dated 09/21/07 for specimen A & B and HTL- 0080 -0905= 07, dated 10/12/06 for specimen B & C, signed and sealed by Vinu J. Abraham, P.E. 2. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of an aluminum project -out window, prepared by Hurricane Test Laboratory, Inc. Report No. HETI -08 -2144 dated 06/27/08, signed and sealed by Candido F. Font, P.E. 3. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94 along with marked -up drawings and installation diagram of an aluminum casement Window, prepared by Hurricane Testing Lab, Inc., Test Report No(s). HTL -0080- 0303 -96, dated 03/06/96 for specimen #1, 2, 3 & 4 dated 10/14/94, signed and sealed by Timothy S. Marshall, P.E. (Submitted under previous NOA# 01- 1019.0jr• • • • 4. Test report on: 1) Air Infiltration Test, per ASTM E2$3. "••• • ; .• . • 2) Uniform Static Air Pressure Test, Loading per.AS.1M E3i0. • • 3) Water Resistance Test, per ASTM E547/E331. along with marked -up drawings and installation diagram of an alarrniflum caliepAtt window, prepared by Fenestration Testing Laboratory, Inc., Test I;• rt No(s). J TL1003, dated 10/14/94 and FTL -1055 dated 10/18/94, signed and sta1Lc4 by •aatii Kuri, P.E. (Submitted under: previous NOA# 01- 1019.03) • • • • 5. Test report on: 1) Large Missile Impact Test, per PA 201 -94. • 2) Cyclic Wind Pressure Loading, per PA 203- 94. :..•: •••• along with installation diagram of alum. fixed, casement and project -out winI€*' ? prepared by Hurricane Test Laboratory, Inc. report No. HTL- 0080 - 0303 -96 dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under previous NOA# 01- 1019.03) E -1 Manue 'erg - ' Product Control E NOA No. 08- 1.03 Expiration Date: October 31, 2013 Approval Date: December 11, 2008 • 000000 • • • • • • • CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of a alum. fixed, casement and project -out windows, prepared by Hurricane Test Laboratory, Inc. report No. HTL- 0080 - 0303 -96 dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (For reference only). (Submitted under previous NOA# 06- 1010.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2007, prepared by Al- Farooq Corporation, dated 09/18/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05104/06, expiring on 05/21/11. 2. Notice of Acceptance No. 08- 0520.08 issued to Solutia, Inc. for their "Vanceva Composites Glass Interlayer" dated 07/17/08, expiring on 12/11/13. 3. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. F. STATEMENTS 1. Statement letter of conformance, dated September 18, 2008, sig0,ed and sean8'( • Humayoun Farooq, P.E. • • •' • • • • • 2. Statement letter of no financial interest, dated September 18, 2088 :tried and tta1ed • by Humayoun Farooq, P.E. • 3. Laboratory compliance letter for Test Reports No. HTL- 0080- 00Q;k- ! ancdHTL- 0080- 0905 -07, issued by Hurricane Test Laboratory, Inc., dated August 8, 200fr,• • signed and sealed by Vinu J. Abraham, P.E. • • • • •••• G. OTHER • • • • • 1. Notice of Acceptance No. 08- 1001.20, issued to CGI Windows 8t Adds for Iliei'•. Series 238 Aluminum Project Out Window — L.M.I., approved on 11/20/08 add •• expiring on 10/31/09. • • • E -2 • • • • • Manu Per Product Control E NOA No. 08- i 1.03 Expiration Date: October 31, 2013 Approval Date: December 11, 2008 • • • • • ••• • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • ••• • • • • •• •• • • • • • • • • • • ••• • • • • ••• GENERAL WINDOW SECTIONS FLANGE FRAME O.L. 0PG;....,y: VENT WIDTH WINDOW WIDTH EXTERIOR INSTRUCTIONS_ USE CHARTS AS FOLLOWS. STEP 1 ._2 STF,p j STEP 4 STEP 5 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. • • •• • • • • • • • • ••• ••• • •• • • • • ••• • • • • • • . .1,44ow unrnr • • • • • VO • T WIDTH .._.._. • • • 41/W-2" • ••• • D.L. 0410. WW -7" • • 8I'E4pA. QQ%4� TYP. •--o- • +• •.. Ti • • • • • • • • • • • • • • 14 1/Y SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZEj1YPE. USING CHART ON SHEET 8 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPE0FlE0 IN STEP 1 ABOVE. IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACRY. THE LOWEST VALUE RESULTING FROM STEPS 2, .3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS 04 THE FLORIDA BUILDING COIF 2004/2001 E01TNNd INCLUDING HIGH VELOCITY HURRICANE ZONE (IM4Z). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS 118480, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEOMETIT TO BASE MATERIAL SHAD. BE BEYOND WALL. DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. LATERALS INCLUDING OUT NOT ULITED TO ST EEL /METAL. SCREWS, THAT COTE INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA 81.DG. CODE SECTION 2003.8.4. 10" OR 17° FOR CAPACITY B SURFACE APPLIED FALSE PANTING OPTIONAL TYPICAL ELEVATION (FLANGE FRAME) FOR MULLION /MULTIPLE UNITS, REFER TO SEPARATE MI MULLION N.0A. [THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUT 1 LNS ARE NOT REQUIRED. Elgr: DR. 71UMAYOUN FMZ400 SIRILIURES FLA. PE 8 16537 C.A.N. 3558 / SEP S41.008 sheet 1 of 7 ) GENERAL WINDOW SECTIONS EQUAL LEG FRAME • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ii4lF___ seatow wioTH • • • • • • • • • • • • • • • VEVMOTH • • • • • • • ilio • • • • • etwori i/2" ••• ••• • • • • • • % I. M GP — VAN-f3 1/2" r mat ryp HEAD •• • • • • CORNERS • • • • • -0– • • • • • • • • • 1 • • 14 1/2" i \ SURFACE APPLIED FALSE MATINS uProva_ 2 1/2" Zerati.ELIZIAM (EQUAL LEG FRAME) 3/4* VENT WIDTH WIDOW 8DTH EXTERIOR VINT WIDTH 3/4" CAM LOCKS 2 LOCK POINTS All SIZES MAIGM MUUJ POINT LOCK SY 'TRUTH' ALL TO CAM LOCKS MAX WOW. MTH 42" Sr 84" • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • • 768 • • • • • 1.38;i•• • AL • • • • • • • • • • • • • } .• _ -OW . -.,• .090 TYP. • •' TYL. 2,215 2.465 CORNER KEY .060 THICK S.T. STEEL ---L757 2'485 2.71 .720 ---t 4438 VENT CORNER EQUAL LEG FRAME VENT INSUL LAM. GLASS) 0055 7A4T # 09888080 00500170100 839889181. MAN P. /SUPPLIER /REN4R6S CO{ -373 4 032833: FRAME 8063 -T8 INOALEX 00 60IAV. 34 003 -397 4 EQUAL 100 084836 8083 -16 190410% 04 EQUIV. 2 003-378 4 VENT 18/18" WL GLASS) 8083 -06 54083431 OR E431N/. 20 C4 -381 4 40110 (54501. LAM. 0dAS5i 8083 -06 8/091.031 04 000 4. 2C 4X0 -385 4 VENT (7/18' LAM. GLASS) 8083 -76 9428.68 04 EON. C4 -375 064E 0392046 8040 6083 -T9 44091.31 04 641)9- 30 04-398 4 SQUARE 6[.02540 BENS 8063 -18 1NOAI.X OR 003W, 4 - 4 .080 19014 004964 1430 NJ)t6NU83 - 5 - 8 .080 19138 CORNER 8£7 51. 5100. - 6 20-425 45 6803. FRAME Y/EAT0£4ST41PPING - SCHIE06. AP1US 7 3200 X300 AS 3040. 8ENI YIFATHERSIPoAPWG - 5031W361 0-1.033 8 30- 10 -0O -lOO 2/ VENT 4 0411 90430, AT JAMBS STEEL T4UTN, A17ACNID 54/ (8) j0 X 3 /B" 55 5330 9 24 -13-00 -202 2/ VENT FACE MOUNT LOON 51041. 14034, ATOOIW 1Y/ (2) #8 X 318" 5835 84 - 2/ VENT 834111 70397 LOCK - - 10 - 2/ 903<0 .310 191(38 1008 BEEPER, AT F .14835 FACING 3004 910.48 04. 4 188 8 4 031 5/ (2) #10 X 3/8. 55 5835 11 - 2/ 004904 FRIBA 480 VENT ASSEMBLY SCREWS - OI0 X 1 -1/4. 55 5838 1,757 .090 TYP, 1°-- -4347 VENT (7/16" LAM. GLASS CGI -375: OGEE GLAZING STOP - -.8171 - CG1 -398; SQUARE GLAZING STOP 1 44.:934' FRAME CORNER drawing no. W99 -04 sheet 2 of 7 • • ••• •• •• • • • • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • ••• •• •• • • • • • • • • • • • • • • • • ••• 1/8° i 5/18' GLASS SAFLq( ANN. 0811 r �e (♦JY¢jj! III 11.1181 MASS t IMERIAYER PVB ETY '9Al,UWA' 1/8" ANN. CLA55 SILICONE .� 995 ffi%b 899 \ 3/18" ANN. INTIMATERS 11 MASS 090 SAFLE% PV8 8Y 'SQL UTW' -� .079 VANCEVA STORM0lASS BY 'SOLUT9E' t ,090 'M`ENi'RYOIAS PLUS BY "DUPONT' 3f 18° ANN. MASS SILICONE 1111 -1200 3/18" NEAT - INTEFEAYERS I i 1 iI -.- itmi STREN'0 CUSS • •6180 5•FlE• P60 9f •.r • • • ! 4075 VANCL47A ..: r.. >. ,y ' I•' L 490 SENIRYOI.AS� .' ' 6Y ' *, ' ;S•. • 3/18" Hf•A9 MASS • • • • • • SQUARE BEAD SILICONE ^.. GE - At1 MASS TYPES 11X0 '• • • • •• ••• • ) • • • • • • • •• • • • i U1 Cp• � iii e $ AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1236 S.W. 97 AVE MIAMI, FLORIDA 33174 Lnit- (305) 2e48300 FAX. 0051202497X °•,. o. Sci� ) / NOMINAL 7/18" TYPE '2' GLASS NOMINAL 7/16" TYPE '3' GLASS NOMINAL TYPE '0' 0137FORMAN06 VALUES OF IMPACT RESISTANT WINDOWS 110 SHUTTERS REQUIRED REFER TO SHEETS 5 1NRU 7 FOR tHSTAUA5I0N OETMIS PERFORMANCE VALL'ES OF IMPACT RESISTANT WINDOWS NO SHUTTERS 60+4!800 REM TO SHEETS S MU 7 FOR UNION .8198 SEEMS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SAITO S 19011800 REFER TO SHEETS 5 1HRU 7 FOR 9iS7AUAT10N 411008 924009 DIES. GLASS TYPE '2' 01A88 TYPE '9' 01A88 TYPE '8' WINDOW DIMS. 01.988 TYPE '2' CLASS TYPE '9' 01.488 TYPE '6' WINDOW 01103, 491439 TYPE '2' 01985 TYPE '3' 01.489 TYPE '8' 1 -T_ SERIES-238 ALuu PROJECT OUT IYWOOW) COI WINDOWS & DOORS 1 '10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (3O) 353_8890 FAL (308) 583 -8592 910TH 11007111 EXT. (4) TNT. ( -) EX1, ( +) TNT. ( -) D0. ( +) INT. ( -) YryOTH HEIGHT EXT. ( +) TNT. ( -) EXT. (+) lNT. ( -) ENT. (4) TNT. ( -) .880141 HUM EXT. (4) TNT. ( -) at ( +) TNT ( -) EXT. ( +) TNT. (-) 24' 110.0 195.0 110.0 195.0 110.0 195.0 48" 24' 28" 20' 36' 42° 48" 110.0 121.4 110.0 155.0 110.0 195. .. ----. 120.0 19 -1/6" 26' 38 -3/8' 50 -5/8' 63' 74 -1/4° 110.0 .._. .... 110.0 195.0 0...0.....,....00__..... 190,9 110.0 1100 '95.0 _..__ . 95.0 110.0 198.0 26" 110.0 195.0 110.0 195.0 1404 188.0 195.0 1041 97.1 104.1 110.0 196.0 110.0 110.0 199.0 30' 36' 42" _110.0 110.0 110.0 194.3 161.9 138.8 110.0 110,0 195.0 110.0 • 97.1 110.0 7964 110,0 120.0 110.0 744.8 110.0 •98 ,0 1104 195 .0 195.0 195.0 ®' 195.0 504 80.9 110.0 120.0 110.0 120.0 1.04.2 63.0 104.2110. 83.0 11120 '95.0 195.0 110.0 110.0 185.0 1104 195.0 1064 614 80.7 69.4 60.7 110.0 120.0 110.0 120.0 1104 120.0 24' 48' 54" 110.0 107.9 _ 121.4 107.2 110.0 110.0 1950 110.0 110.0 120.0 110.0 1204 26-1/2" 29' 38 -3/8" 50 -5/8" 83° 74 -1/4" 110.0 195.0 110.0 195.0 110.0 195.0 195.0 185.0 Emmarmai 120.0 120.0 54' 24" 29" 30' 36' 42" 107.9 107.8 110.0 199.0 110.0 195-0 120.0 110.0 00.0...._..._ 104.3 1337E ... _.._ 104.3 110.0 110.0 195.0 110.0 80" 99.4 93.4 110.0 195.0 120.0 1104 110.0 925 92.5 1104 120.0 110.0 199.0 1104 1890 88" 72" 73 -4 73.4 - 110.0 88.3 88.3 110.0 1204 110.0 1200 77.9 77.9 110.0 120.0 110.0 120.0 120.0 58.1 58.1 110.0 120.0 EmamElti 71.9 71.9 110.0 120.0 110.0 120.0 484 48.8 1100 1204 110.0 78° 43.8 43.8 4'��r•!8. � 120.0 120,0 1104 110.0 120.0 120.0 61.7 81.7 110.0 120.0 110,0 120.0 311 28' 38 -3/8" 50 -5/8' 63' 110.0 145.4 110.0 195.0 410.0 195.0 84" 34.5 �� 80, 24" 18° 30" 35" 95.4 95.4 110.0 195.0 110.0 120.0 885 98.5 119.0 194.5 120,0 110.0 _ 110 .4 -_ 12_0.0_ 120.0-- 24° 28' 110.0 110.0 iffmmmErm 93.3 83.3 110.4 120.0 110.0 120.0 74.7 60.0 74.7 110.0 195.0 110.0 185.0 195.0 77.7 64.8 77.7 94.8 110.0 110.0 120.0 110.0 120.0 80.0 110.0 120.0 110.0 120.0 30° 110_0 165.4 1104 195.0 120.0 110.0 120.0 42° 26' 38 -3/8" 50 -5 /8' 110.0 128.1 110.0 195.0 110.0 195.4 C, � ; .- - -, ° 38" 42° 1104 129.5 110.0 111.0 110.0 185.0 �1�10.0!� 1111= Kcal 86" 24' 28' 30" 73.4 73.4 110.0 1200 110.0 120.0 86.8 88.8 110.0 120.0 110.0 110.0 120.0 120.0 I0 1 / `" � j a H$ g I *1 195.0 110.0 195.0 120.0 84.2 84.2 110.0 1204 110A 120.0 85.8 85.8 110.0 120.0 48° 97.1 97.1 110.0 186.0 110.0 10.5 00.9 110.0 120.0 110.0 120.0 28" 38-3/8 101.3 101.3 110.0 185.0 110.0 120.0 54" 60° _ 88.3 88.3_ 77.7 77.7 1100 120.0 ice' . 120.0 72' 24" 29' 30" 58.1 58.1 110.0 120.0 1100 120.0 88.8 68.6 110.0 120.0 110.0 120.0 • 110.9 120.0 110. 120.0 120.0 48.9 48.9 110.0 1204 110.0 120.0 NOTE: • 88" 72' 60.8 60.8 40.0 489 110.0 110.0 120.0 110.4 46.0 48.0 110.0 120.0 110.0 120.0 120.0 ®' 76' 24° 20' iii 43.8 43.8 110.0 120.0 110.0 120.0 78° - 1111011111031111111111111111111111111111 38.1 - 38.1 - 110.0 120.0 110.0 120.0 24• 110,0 1104 120.0 - - W " 11111 gm $ = _ 28• 30° 110.0 110.4 m 195.0 iM1OA_ 195.0 195.0 ° 84. 24' 28" 34.9 34.9 110.0 120.0 110.0 120.0 - , 195.0 1100 - - 110.0 120.4 - 36" 187.9 107.9 11.0 0 195,0 120.0 110.0 110.0 ' 195.0 .120.0 120A GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT °CAM- DEC -219 42" 92.9 lan 11120 _ .,gp.'02Q I a o 0 tr a � Q �'- If 6j 48" 54• 90' MO. 7.9 71.9 7 11.9 64.8 84.8 110.0 120.0 110.0 110.0 110.0 120.0 110.0 120.0 120.0 110.0 120,0 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. F'. +110.0. -198.0 PSF = 1000 SQ. FT, ' ' F STRUCTURES RA. PE a 386557 CAN• " "__ J /J .1 ;..� l u•:ar..•- `:6,'7 :.`, ^:;'s: -.is: .�..°r;.yw.�.•� T 1 �J Js ,_.. f r S p,- :..:., .'�.( . -,'_., YJ'` ` 24° _1104 138.8 .. 195.0 1104 195.0 42' 28° 30^ 38" 110.0 . 118.9 1100 111.0 92.5 92.5 __110.0 110.0 1100 110.0 195.0 1100 1950 165.0 120.0 110.0 110.0 1994 120.4 dro•ing no. ft W99-04 42° 48' 54' 79.3 79.3 89.4 89.4 --61.7 91.7 110.0 120.0 720.0 1_10.0 110.0 _120.0 120.0 �110.0 -iYYJ• 710.0 120.4 120.0 .,114108t 306 7 •• • OOOOOO • • • • • • • •• • • • • •• • • • •• • • • • • •••• • •••• • • • • • • • • • • •• • •••• • • • • •• •• • • • • • • • • • • •••• • • • • • • •• • • • ••• • • • ••• •• •• • • • •• • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •••• • • • • ••• 71/8" TEMP. GLASS `407 SPACE 1/9° ANN. 014SS .090 SAFIEX 389 87 'SOWTIA' \-IW1ERIAYERS .075 YNNCEYA 5T 1.ASS 8Y '5010114 LLLL .090 SEN1RYOLAS PLUS 87 '0030141° r1/8° ANN. GLASS 4111 1141ill 11 r-1 3/4° INSULATED 3/4° INSULATED GLASS TYPE '2A' GLASS TYPE '3A' SILICONE LE -1208 DOW 995 DOW 899 l 1 /8" 17243. GLASS • • 7 AIR SPACE • • • • \ 1/8° TEMP. GLASS • • • • • .090 SARIN NS BY *SWIM' • OiTEMAYERS .075 YANCEYA 910181A0U99 8Y 'SOLU11S • • • • • t .090 SENTR7GLAS PU15 8Y '014138042' /8' 7003. 01A55 SILICONE e 995 Ind 899 • • • • •• • •• • • • • • • • • 0•i • • • • • • • • ••• • ••• • PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO 8H18TDW9 0015011 REPEN 1O SHEEPS 9 0814 7 FOR 8814/4704 0E7 0S PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS 50 990100 90399¢0 REIE9 70 SHEETS 5 1090 7 1401 PCOMLA00N 007448 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO MUMS 903830 MIER TO 910078 5 7091 7 1O 88T191A709 DET445 WINDOW DIMS. 01429 TYPE '26' CLASS TYPE '9A' WINDOW 0188. GLASS TYPE '84' 01498 TYPE '36' moor DIMS. (71429 TYPE '2A' GLASS TYPE '26' 1101H NEIGNT ENT. ( +) INT. ( -) EST. ( +) INT. ( -) 81070 HOOK 0X7. (4) 1M. ( -) E%f. ( +) 1M. ( -) vim 14ENAIT EX7. (4) INr. ( -) IXT. ( +) 1NT. ( -) 24° 24' " 28' 30" 38° 42' 48° 34' 60' 68" 72' 79' 94" 110.0 1950 110.0 195.0 195.0 195.0 , , 24° 28° 30° 38' 42° 48" 110.0 121.4 710.0 195.0 19 -1/9' 26° 35 -3/8' 50 -5/8' 63' 110.0 19130 110.0 110.0 195.0 195.0. 110.0 195.0 194.3 110.0 110.0 104.1 97,1 80.9 104.1 110.0 120.0 110.0 190.6 110.0 97.7 80.9 110.0 110.0 120.0 120.0 110,0 104.2 144.5 110.0 195.0 110.0 181.9 110.0 195.0 1042 110.0 - 195.0 120,0 --- 110.0 138.8 1100 195.0 89.4 60.7 89 .4 110.0 120.0 74 -1/4° 83.0 83.0 110.0 110.0 121.4 110.0 195.0 60.7 110.0 1184 28 -1/2" 28' 39-3/E 50 -5/8° 74 -1/4° 110.0 110.0 195.0 137.5 110.0 110.0 195.0 195.0 1079_ 95.4 107.9 95.4 110.0 110.0 _195.0. 120.0. 54° 24' 28' 30" Sr 42' 107.9 107.9 110,0 195.0 92.5 1933 92.2 88.3 110.0 110.0 120.0 120.0 104.3 779 46.6 104.3 77.9 464 110.0 198.0 73.4 714 1104 120.0 110.0 90.9 120.0 - 90.9 58.1 43.8 88.1 434 108.3 854 109.3 85.4 719 719 110.0 120.0 61.7 81.7 110.0 120.0 28' 38 -3/8' 80 -5/8° 63° 1104 145.4 110.0 195.0 34.9 34.9 98,0 98.0 �, 24° 28' 30' 36" 95.4 95.4 110.0 120.0 120.0 984 74.7 98.5 74.7 110-0 110.0 120.0 120.0 30' 24° 28' 30° 36° 42" 48° 54" 80" 66° 72" 78' 1100 110.0 194-3 �769.5 110.0_ ^ 110.0 195.0 _ 195.0 83.3 110.0 77.7 64,8 77.7 '®' 60.0 60.0 110.0 117.0 110.0 155.4 110.0 195.0 ~ 84.8 110.0 120.0 42' 28° 38 -3/8' 50 -5/8' 110.0 128.1 110.0 195.0 1100 1299 110.0 189.0 86" 24' 28' 30' 73.4 73.4 110.0 120.0 86.8 650 88.8 85.8 110.0 110.0 120.0 120.0 110,0 _ 97.1 L 111.0 97.1 - 110.0 .._ 110.0 - 198.0 120.0 64.2 842 110.0 120.0 60.6 60.6 110.0 1182 53 -1/8" 26' 38 -3/8' 101.3 101.3 110.0 720.0 86.3 71.7 98.3 77.7 110.0 110.0 120.0 1211.0 72° 24' or 30° 591 56.1 109.3 109.3 884 88.8 110.0 120.0 48.9 46.0 48.9 48.0 88.3 60.8 80.8 110.0 118.2 89.8 894 46.0 46.0 - 894 - 89.8 - 24' 26° 439 38.1 43.8 85.4 85.4 - 38.1 74.3 74.3 24° 28° 30' 36' 42" 48' 54' 60° 110.0 181.9 110.0 110.0 195.0 84' 24' 349 349 68.0 860 110.0 138.8 1950 NOTE: LOAD /AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 50. FT. +110.0, -195.0 PSF = 10.00 SQ. FT. 110.0 129.5 110.0 195.0 107.9 107.9 110.0 185.0 92.5 92.5 110.0 120.0 809 - 71.9 80.9 _ 71.9 _ 1100 110.0 1200 120.0 64.8 644 110.0 120.0 42' 24' 28' 30' 36' 42° 48° 54° 110.0 138.8 110.0 195.0 110,0 _ 1190 118.9 1114 110.0 __ 110.0 195.0 195.0 92.5 92.5 110.0 120.0 79.3 69.4 79.3 69.4 110.0 120.0 110.0 1 20.0 61.7 81.7 1100 120.0 • • • • •• NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05 -DEC -219 Env: 547. 9111001714 846000 91913CTIRES FU- PS / 10557 CAN. 3538 2 -. SEALANT- \ • • • • 0 • • • 0 • i •8 •S • • • • ft •• • • • 0 •0 • • : • • • • • • • • • niaTALLATIQN csamarrroxls FLANGE FRAME (APPLLEA_TQA11,,, • -115A FOR ANCHOR PERFORMANCE VALUES SEE SHEET TYPICAL ANCHORS SEE ELEV., FOR SPACING SEE ST•TEET 8 FOR OESCRIFIEIN - a 2-1/2 STN. INSTALLATION TYPE '1' WOOD BUCK TYPE '1' MOM: PRESSURE TREATED 1tera111151ALLATOLQUAL DRALLECIALSIUESLUSIticaLQQ0 SEALANT . TYPICAL ANCHORS • • • • _ _ .-.c—SEE ELEV. FOR SPACING • 0 0 • • • 0 • 7,‘ SEE SHEET 8 FOR DEseaFrioN TYPICAL ANCHORS • • • • • • • ELEv. ron SPACING • • • • • • • • • • SEE SHEEF FOR nEscFtrota• so. • mimq, • •• se • • • 271/2- miN. INSTALLATION TYPE '2' TYPW.AL ANCHORS SEE ELEV. FOR SWAG SEE SHEET 8 FOR DESCRIPTION 9 9 • • • •RUCX INSTALLATION Eff OTHERS INSTALLATION TYPE '3' • • • •• • • • • • • "Li 2 lire • • •• • • • • • e. WOOD BUCK TYPE '2' mama, PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD WOOD BUCK TYPE '3' liaEASL: PRESSURE TREATED netCALAISULLEULDEMIL ON ALL FOUR SIDEVUSING WOOD ALUM CHANNEL 3/4" X 1" X 3/4" X 1/8' 2-1/2' LONG AT ANCHOR LOCATIONS IWOOD BUCKS NOT BY CGI CORP.. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER L' TO THE BUILDING STRUCTURE. INSTALLA11ON TYPE '4' WOOD_1um TYPE '4' Ateam: PRESSURE TREATED ICEICALWIE8118112112MIL 21811101111SIDEVISIKLIMP • 0 • • • • • • ATIMMENLIQ METAL SIELCLEE5 TYPIC.AL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ATTACHMENT TO AEESCIZILMULLIMS Erl*: I. HATAY0111.1 rAgoo• STRUCTURES FIA. PE f 18557 CAN 1838 __....-.---,:',,yr:::-.L**,,,T.,.._0%. X /X *,--- ..::,74,..;: ,..1. a O.' 4 14 drawing no. t W99-04 • • •.. • • • ••• •. •. • • • •• •S • • • • • • • • • • • • • • • .•• • • • • • • • • • • • • • • • ••• • • • • 008 INSTALLATION CQjYP1IIoNS EQUAL LEG FRAIIIE__(AL LJ S. TO 111ii FOUR sSIng_a.) FOR ANCHOR PERFORMANCE VALUES SEE @SHEET 6 • • • • •• •• •• • •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • ••• ••• ••• • ••• • L2 -1/2° RN. INSTALLATION TYPE '1' WOOD BUCK TYPE '1' mum PmIss BE TREATED TYPICAL INSTALAATTON DETAIL PN ALL FOUR S DES /USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESORPTION TRC.OL ANCHORS - SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESORPTION •• • • • •• ••• •• • • • • • • • • • • • • • • ••• •• •• 2 -1/2' INSTALLATION TYPE '2' 2 1/8" W000BUKTY2E.a. mama, PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD 1 3/8° r a BUCIS INSTALLATION BY OTHERS RNSTALAT1ON TYPE '3' WOOD BUCK TYPE '3' PRESSURE TREATED TYPICJIL INSTAI ANON DETAL ON ALL FOUR SIDES /USING WOOD W000 BUCKS NOT BY CGI CORP.. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 2 1/8' WE. PISTALLATOA TYPE '4' W000 B TYPE '4' .MTITEML, PRESSURE TREATED TYPICAL INSTALIA11CN DETAIL ON ALL FOUR SIDES /USING WOOD TPCAI ANCHORS SEE ELEV. FOR SPACINO SEE SHEET 8 FOR DESCRIPTION .ATTACHMENT TO METAL 7YPIGL ANCHORS H- SEE ELEV. FOR SPACING SEE SHEET 8 FOR DESCRIPTION ATTACHMENT TO APPROVED MUi LIONS Engr: OR, HuwelcioN FAA000 STRUCTURES FHA PE # 18697 CAN. 3538 1F tios (8.S_iof 7 ) • • •• • •• • • • • • • • • • ••• • • • • ••• • • • • • ••• • • • • PERFORMANCE VALUES OF IN8TALLA'1TON ANCHORS REFER TO SHEET 0 FOR OETAAS PERFORMANCE TALONS OF INSTATLATION ANCHORS REFER TO SHEET 5 FOR DETAILS • • • WINDOW DOM. 59010698 71/0 96046 0129 ASC0ORS 9712* CAB 42.99 AT 17° O.C. AT 10 0.0 AT 17" 0 0.T 10' 0.C. 009816 Ea.( )/6IL( -) ELT4+) /1/a7.(- ) -1:x7( +) /911 -) Exrd +) /(7tt(-) 68*002 9818. RUM 1270117 5908088 9/0 80992 0119 AT 17' 0.C. AT 10" 0.0. +act( +) /99:( -) ExT,C +)/NTd-1 64*116010 *08188868 C$• AT :7' O.C. • IT !U° OJ EWT.W/99741-) 0344)/64744 1) 24' 24' 25' 30' 42' 48' 54' 60' 86° 72" 78' 84' 195.0 1916 1959 195.0 1954 1910 195.0 195.0 1950 1994 195.0 199.0 195.0 180.0 1834 150.0 1388 1288 195.0 195.0 195.0 182.9 1910 1804 1094 1422 196.0 128.0 195.0 118.4 187.9 108.7 173.1 r 985 100.7 91.4 1954 195.0 1954 1984 195.0 1980 177.9 160.0 1455 13371 123.1 114.3 24' 28' 30' 36' 42' 48" 60" 66° 72' 78' 84' 1954 195.0 1654 1950 1954 192.9 171.4 156,3 195.0 195.0 195.0 195.0 1954 1054 1954 192.9 195.0 156.7 195.0 137.1 140.3 128.6 118.7 1954 1218 192.9 160.7 175.3 10.7 160.7 91.4 148.4 84.4 110.2 137.9 795 1910 1954 1954 1954 1854 171.4 152.4 137.1 124.7 1143 105.5 984 48" 54" 24' 28' 30' 38' 4x 48' 24' 26' 30' 4Y 185.0 192,9 110,0 150.0 128.8 1129 195,0 171.4 160,0 133,3 114,3 195.0 195.0 195.0 ••880 •f • 195.0•• 187,5 160.7 149.6 1954 195.0 195.0 1954 171.4 137.1 171,4 1254 160.0 1�--- 1-•- -• 1• 0 " • 8ia • 1643 • 954 • •780,4• 0 _ 1422 11---•• i!o0•t _ • 124.9 • 162.9 • 1138 170.7 94.8 142.2 81.3 121.9 60' 24' 28' 30' 36' 1604 194.3 144.0 120.0 1950 1950 195.0 190.0 1284 109.7 1924 1644 102.4 1534 1284 86' 24' 29' 30' 1984 175.3 1034 1950 195.0 195.0 145.8 1854 1247 174.9 118.4 192.9 72' 24' 28' 30' 187.5 180.7 150.0 185.0 1950 1994 133.3 114.3 1017 186.7 160.0 149.3 78' 24' 28" 30' 173.1 148.4 138.5 1954 1954 1954 123.1 1955 95.5 195.0 1684 157.5 24' 28' 30' 42' 48' 54° 60' 72' 78' 185.0 1954 1950 195.0 195.0 11%0 195.0 110.0 1638 150.0 1388 1 195.0 195.0 195.0 195.0 1954 1950 195.0 1804 163.8 1504 139.9 1954 1950 195.0 1990 1954 1990 *950 198.0 84' 24' 28' 1924 185.3 1954 1954 137.1 195.0 117.8 179.3 1824 1604 1422 128.0 118.4 106.7 98.5 1829 1600 142.2 128.0 118.4 106.7 24' 28' 30' 36' 42' 48" 54' 60' 1954 115.0 1950 1954 1950 195.0 1954 1950 1954 1910 187.5 1954 166.7 195.0 150.0 19420 1954 165.0 195.0 1778 152.4 133.3 118.8 106.7 1954 1954 195.0 1954 1628 1900 142.2 126.0 24' 29' 30° 36' 42" 192.9 165.3 154.3 12&0 1102 96.4 95.7 1954 195.0 195.0 171.4 148.9 128.9 114.3 137.1 1174 109.7 81.4 78.4 68.6 61.0 182.9 158.7 146.3 121.9 104.5 91.4 81.3 1W$QRS 1/O 98846 C[3P AN_ ORMI) RTH 9995E CLIP • • •• •• • • • • • • • • • • • ••• • • • • ••• PERFORMANCE VALUES OF INSTALLATION ANCHORS 9012 10 SHEET 5 FOR 021594 • • • • • • 911.781418 811* 014°15 9/0 911669 CLIP ANi9MI 9070 10(858 CLIP MT Or O.C. AT 10° 0.0. AT 17" O.C. AT 10' 0.C. • MN 1O f 6.T � 4r na-{-) OO. +)/TNT.(-) OR.( +)/991.( -) 01744)/174.(-) • *V* • 195.0 1854 195.0 195.0 39 -3/8' T 1954 1854 1990 195.0 19 -1/8' 50 -8/8' 195.0 1954 190.4 190.4 63' 195.0 1885 1$3.0 153.0 ;• ; • �' .l /� ,82.8 ,52.5 129.9 1294 • • • • 28" 4 195.0 1950 193.0 195.0 ..1985 _- • 38 -3/8' • 195.0 1954 181.3 . • • • .26-j/2'0 8.Qr9 /Lce 193.2 195.0 137.4 171.7 63' 155.3 194.1 110.4 138.0 74 -1/4' 131.7 194.7 917 117.1 26' 195.0 195.0 143.7 191.9 37" 38 -3/8' 50 -5/8' 138.9 182.8 97.4 128.8 1038 139.4 73.8 98.4 63' - -83A 1112 59.3 1 79.1 -1/8' 28' 187.7 1954 133.4 195_ 4 127.1 190.7 90.4 38 -3/0' 135.8 'iY 1ICAL ANCHORS: SEE ELEV. FOR SPACING 1/4° DIA. MK -CON O BY 'NULM' (Fum163 KM, Fy®157 KS) 1/4° DIA. ULTRACON BY 'ELCO' (Fu=177 051. Fy. l59 1421) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY #14 C 1JNO SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. m .090') INTO METAL STRUCTURES STEEL : 12 GA MIN. (Fy 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 -15 MIN.) . (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYWrA1 MO DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2° MIN. INTO WOOD STRUCTURE 1' MIN. INTO METAL STRUCTURE 3/4° MIN. (ATE Ye ® 3000 PS1 M24. MASONRY t'm d 1500 PSI MIN. dr0•ing no.] sheet 6 of ..,J • • • • • • • • • • • • • • • • * • • • • • • • • • • • • • • • • • • • • • • • • 9 • • • • • • • • • • • • • * • • • • • • r---4:C,11 (41 i PERRORMANCE VALUES OF • ALUMINUM BUCK DISTALLATION ANCHORS PERFORMANCE VALUES OP =WNW RUCS INSTALLATION ANCHORS BUCK FRAMING WATIO .A.L/D4INT.734 a • • TO Wojagsallike FOR wittr: CAPRlifft5. • 1 • • • • • • • • • • • • • • • • • • • • a • • • • • ••• ••• 999 • • • • • NOTE: ALIN sum ANCHORS liiigy•INT: • • • • • • • • • CONCRETE AT HEAD & MAY BE ma FILLED ow email:* • • • • • • • • • WINDOW DIMS. 1/4° ARMORS WO MASONRY 1/4° MCKIM 19111 8005 ENDOW OWL 1/4' ANCE1088 9190 989098Y 1/4° ANCHORS INTO 9000 Z 0 F 1 2i i g q us ns 3 k 4 1 11) gg !ll a lieZeil Oi510 I g **1=1 KUCK EXE(0/01T4-) EXT143/60(-) *MOH X21181T EXT44.)/111T.(-) EXT4+3/NT4-) 24' 24' 28' 30' 36° 42' 48' 34" 60' 66' 72' 78. 88' 195.0 195.0 48' 24' 28' 30' 39' 42' 48' 196.0 176.0 193.0 195.0 150.3 150.9 *98.0 199.0 77 1.8 1406 190.0 195.0 148.0 117,3 1950 195.0 1290 100.6 195.0 176.0 111.0 800 195.0 156.4 24' 28' 30" 38" 42" 195.0 1E4.4 1776 140.8 160.1 134.1 '-' i i 1 :-'4 tie • • • • • • • •44. , 7-:-.II MI - 6--, , 014 SMS 161.5 128.0 1576 125/ 148.0 117.3 131.8 104.3 138.9 108.3 112.8 89.4 1289 100.8 ea' 24' 79' 30' 36' 177.8 140.0 24' 28' 30° 38' 42° 48- 54' IIER er 7r 78' ae 198.0 195.0 1522 120.7 193.0 1990 142.1 112.8 1956 195.0 1104 88.9 :, ri SERIES -238 ALUfd PROJECT OUT WINDOW { COI WINDOWS at DOORS 10100 N.W. 25TH STREET 11 MIAMI, FL 33172 J11EL. (305) 593 -8590 FAX. (3C6) 883 -8592 033.0 193.0 69° 24° 28' 30' 195.0 160.0 [rld 195A 172.4 173A 137.1 ---- 128.0 ' AT 6° FROM ENOS 24' O.C. MAX. AT JAMES , , AT 8° FROM ENDS 24' 0.C. MAX. AT JAMBS 17" 0.C. WA. AT HEAD/S1J. 190.3 150.9 ------. 191.5 J1.' V....■, A".■ 169.1 . 132,i 134.1 72° 24° 29' 30" 185.0 146.7 17' 0.C. MAX. AT HEA0/9LL 120.7 _. 1589 1/5.7 prei 138.4 109.7 149.0 117.3 '..Arl1111111 I 110IleriaiAll ilillY1111 126.9 100.6 78' 24° 28" 30' 170.8 135.4 4.1 .- 117.1 92.8 146.4 116.0 1----- ilL____34 II41- Iklir4F.1.. 41111AITAIL: 108.7 892 1306 1093 24' 28' 30' 38' 42" 48' 54• 80' 86' 72' . RR 195.0 195.0 195.0 195.0 • see 24' 2ir 100.3 150.9 : Iiii iiiIIIII 153.1 129,3 ..±'=E_110)113WIRI .. ' . . * ' A1/4" 01A. 10135-CON/ULTRAC014 room /111111MINJ 914 SUS 1-1/2" MIN. WOOD EMBED AT 6° ERIN ENDS AND 195.0 1904 HMO 19-1/9* 26' 38-3/8' 50-5/8" 93" 14-1/e 105.0 18,90 195.0 195_0 193.0 193.0 185.0 1930 1930 1-3/8" MIN. CONC. AND EMBED AT fr FROM BIDS 2 1/2' AM 24' O.C. MAX. AT JAMBS 195.0 176.0 195A 1693 24° O.C. MAX. AT JAMBS 1" 141J14. 17" O.C. MAX. AT HEAD/S11. 195.0 156.4 160.1 142.9 EOM 1195T. 17' O.C. MAX. AT HEAD/Sta 177.9 1914 148.0 140.8 28-1/2° 28' 38-3/6" 50-5/r 93' 74-1/4' 195.0 195.0 '6' . '511113: Is t11111 EIIIIIN / _ 128.0 185.0 195.0 117.3 lame 151.1 MENAJO2LMEL:g INSTALLATION TYPE INTO MASONRY 297 WOOD BUCK OR WOOD STRUCTURES MINNAM1,00111M 4 : -.1* 135.5 108.3 153.2 121.4 24' 28" 30' 39' 42" 48° 54' 60' 195.0 195.0 130.0 103.0 1990 195.0 28' 38-3/8' 50-5/6" 83' 195.0 1501 195A i95.0 138.1 107.1 195.0 185.0 102.4 81.2 . „1,. ,... , ,,i■.1 “ ,.. 1950 7F 823 85.2 180 0 146.7 53-1/EY 29' 38-3/8" 185.2 146.8 184.4 130.4 123.4 99.5 148.0 117.3 42' 24' 7a* 30" 36' 42' 48' • 190.3 150.9 •095- A-2 2.500 - ' 183.1 129.3 643 .592 ' ■-", g I • - 1, 152.2 120.7 1006 502 128.9 1.123 I awl OR. HUMAYORN EAROCO s1RUCTURES RA F.E. f IOW CAN. 3535 1 ?!.„,(4)001/"-- - ;1'...I•";•t."1, - '"..'"4..■ ,•,,.. - ...:. :. OPAA$ ' • , •• _ - , OP *08.7 T___17....1-- 1 95.1 • 1.438 --I 003 84.8 87.0 .125 ALUMINUM BUCK SILLOBALSC6E3 8063-T6 8063-T8 _ [drawing n*t-C.1 W99-04 I i (sheet 7 or T) CO, BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA ME11&O -DADE FLAGLER BUILDING 144 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildingcode NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25 St. Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 238 Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W99-10, titled "Series -238 Aluminum Fixed Window ", sheets 1 through 12 of 12, dated 02/19 /99 with revision F dated 10/07/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami- Dade;Cot ty Product Control Division. .. • .. • • • MISSILE.IMPACT RATING: Large and Small Missile Impact Resistant • • LABELING: Each unit shall bear a permanent label with the manufacturer's name o; iogo,•city, s t .j 1$I following statement: "Miami -Dade County Product Control Approved ", unless otherwi§L'lfoted herein. RENEWAL of this NOA shall be considered after a renewal application has been filpll'there no change in the applicable building code negatively affecting the performance of thig, I►t. • TERMINATION of this NOA will occur after the expiration date or if there has bee; a ;Aim Agge in the materials, use, and/or manufacture of the product or process. Misuse of this NC'A wean endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NORM 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 and renews NOA # 08- 1010.01 and consists of this page 1 and evidence pages E -1, E -2 and E-3, as well as approval document menticined above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. (-1114 tl6 Expiration Date::. Oct6ber 26, 2013 Approval Date : - February 18, 2009 age 1 • • • • • • • • • • CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'1 TED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W99 -10, Sheets 1 through 12 of 12, titled "Series -238 Aluminum Fixed Window ", dated 02/19/99 with revision F dated 10/07/08, prepared by A1- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test report on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Large Missile Impact Test, per TAS 201 -94. 6) Cyclic Wind Pressure Loading, per TAS 203 -94. along with marked -up drawings and installation diagram of aluminum fixed windows, prepared by Hurricane Testing Lab, Inc., Test Reports No: HTL -0080- 0301 -07, dated 10/13/06 for specimens J, K, L, M, N & P and HTL -0080- 0905-06, dated 10/13/06 for specimen H, signed and sealed by Vinu J. Abraham, P.E. 2. Test report on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum casement, project -out and fixed windows, prepared by Hurricane Testing Lab, Inc., Test Itepgrts No: HTL- 0080 - 0301 -07, dated 09/21/07 for specimens A & G and HMI-0084.095! •••••• 07, dated 10 /12 /06 for specimen B & C, signed and sealed by Vinu,Tit •Airaha rp.E; • • 3. Test report on: 1) Large Missile Impact Test, per PA 201 -94. • • • • 2) Cyclic Wind Pressure Loading, per PA 203 -94. • • • along with installation diagram of an aluminum casement window; piggared bi • Hurricane Test Laboratory, Inc. Report No. HETI -08 -2143 dated DDI2'llp8, signed.. • • and sealed by Candido F. Font, P.E. • • 4. Test report on: 1) Large Missile Impact Test, per PA 201 -94. • • • • • • 2) Cyclic Wind Pressure Loading, per PA 203 -94. • • along with installation diagram of an aluminum project -out windowo.prepared br. Hurricane Test Laboratory, Inc. Report No. HETI -08 -2144 dated 06/27/08, sig4 4. • and sealed by Candido F. Font, P.E. 5. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of an aluminum fixed window, prepared by Hurricane Test Laboratory, Inc. Report No. HETI -07 -4287 dated 07/17/08, si a. _ _ and sealed by Candido F. Font, P.E. E -1 Manuel P.E. Product Con er NOA No. r 1114.06 Expiration Date: October 26, 2013 Approval Date: February 18, 2009 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUB11II1°1ED, 6. Test report an: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc. Report No. HETI -07 -4298 dated 07/17/08, signed and sealed by Candido F. Font, F.E. 7. Test report on: 1) Air Infiltration Test, per SFBC PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94. 3) Water Resistance Test, per SFBC PA 202 -94. along with installation diagram of CGI 238 alum. fixed window, prepared by Hurricane Testing Lab, Inc, Test Report No. HTL- 0080 - 1107 -98, dated Nov. 10, 1998, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA# 06-0928.03) 8. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Testing Lab, Inc., Test Reports No. HTL- 0080 - 0203 -99 & HTL- 0080-0606 -99, dated 11/29/99 for specimen #1, 2, 3, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA# 06-0928.03) 9. Test report on 1) Uniform Static Air Pressure Test, Loading per ASTM E330. along with installation diagram of a Series CGI 238 alum. fixed windows, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL- 0080 - 1127 -98, dated 11/10/98, signed and sealed by Timothy S. Marshall, P.E. • (Submitted under NOA# 06- 0928.03) • 10. Test report on: 1) Large Missile Impact Test, per PA 201 -94. •••• : • • • • • • • 2) Cyclic Wind Pressure Loading, per PA 203 -94. • • • • along with installation diagram alum. fixed, casement and project!&1 Mndows, • prepared by American Test Lab of South Florida Test Report No.4 1209.9I.•94,• dated 2/20/95, signed and sealed by Gerard B. Sullivan, P.E. ... • (Submitted under NOA# 06- 0928.03) (For Reference only). .. • •.' •••:• 11. Test report on: 1) Large Missile Impact Test, per PA 201 -94. • • • • 2) Cyclic Wind Pressure Loading, per PA 203 -94 • • Along with marked -up drawings and installation diagram of an alk• i4 casem window, pre ared by Hurricane Testing Lab , Inc. , Test Reports No. • HTL- 0080 -0303 -96, dated 03/06/96 for specimen #1, 2, 3 & 4 and len, -1041 dated 10/14/94, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA# 06- 0928.03) (For Reference only) (For reference only). (Submitted under previous NOA# 01- 1002.03) E -2 Manuel Pe > Product Control Ex a er NOA No. 08- 1114.06 Expiration Date: October 26, 2013 Approval Date: February 18, 2009 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMIIrED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2007, prepared by Al- Farooq Corporation, dated 08/30/06,11/29/07 and 11/06/08, all signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300- 02/04. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of compliance w/ FBC -2004 and 2007 dated 10/01/08, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated 10 /01/08, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 08- 1010.01, issued to CGI Windows & Doors for their Series 238 Aluminum Fixed Window — L.M.I., approved on 11/20/08 and expiring on 10/26/09. E -3 aitti • • • •••• •• • • • • •• • •• • • • • • • • • •• • • • • •••• • • • • • • •••• • • • •••••• •••• • • • • •• •• •••• • • • • • • • • • • • • • • • • • • • •• • •••• • • • • Manuel Product Control NOA No. 08-10 .01 Expiration Date: October 26, 2009 Approval Date: February 18, 2009 GENERAL WINDOW S4CTIONS FLANGE FRAME AT EACH END AND 18° O.C. 011 SHORTER SIDES 20° 0.0. ON LONGER SIDES WINDOW WIDTH .1 FOR GLASS TYPES REFER TO SHEETS 3 THRU 8 VLN1ai WIDTH EXTERIOR INSTRUCTIONS: USE CHARTS AS FOLLOWS. .STEP 4 STEP 5 DETERMINE DESIGN WO LOAD REQUIRE-Men BASED ON WR/0 VELOCITY. BLDG. LWIGHT, 9710 ZONE UMW APPLICABLE ASCE 7 STANDARD. 5EE CHARTS 011 SHEETS 4 THRIJ 8 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS s20/Tn. USING OlART ON SHEETS 9 d< 10 SELECT ANCHOR (510* WTII 0E51GN RATING MORE THAN OE90N LOAD SPECIFIED IN STEP 1 ABOVE IF AU-WNW BUCK SYSTEM IS USED USE CHART ON SHEETS 11 8 12 TO DETERMINE CAPACITY. • THE LOIEST VALUE RESULTING FROM STEPS 2, 3 MO 4 • • SHALL APPLY TO ENDRE SS1E1.1. • • •• ••• • • • • • • • •• ••• AFL, IPO. 2 1✓2• VENT .„_... UINODW WIDTH FOR MULLON /MULTIPLE UNITS, REFER TO SEPARATE COI MULLION N.OA. TYP CAL ELEVATION (FLANGE FRAME) MAX. ANCHOR SPACING TO HE AS FOLLOWS 17° 0.C. ON LONGER SIDES 18° 0.5. ON SHORTER SIDES NOTES; THIS PRODUCT HAS SEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDMON INCLUDING HIGH VE00OY HURRICANE ZONE (1NHZ). • • • WOOD RUBIO BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS t 2 1140 STRUCTURE. ••• • • • • •• MIICMORS *HALL. BE AS USWED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBWA NT lD BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • %CURING OR LOADING CONDITIONS NOT SHOWN W THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • to • • Kt NO BUT NOT UNITED TO STEEL /METAL SCREWS, THAT COME INTO • • coror THER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS • • • • /2�7 ORIM BLDG. coOt SECTION 2003.8.4. • • • THESE WINDOWS ARE RATED OCR LARGE 5140001' IMPACT. SHUTTERS ARE NOT REQUIRED. En•: OR. WIMAYCI9 F1 SI 80 11 FLA PE 41 18010 77 cAJ1. Pita J•51. Jam: ` H:..YJSE.D 1 gm • ••• • • • • • • • • • • • • • • ••• • • • • • •• •• • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • • I drawing no. [ W99 -1OJ cheat 11 ori21 GENERAL WINDOW SECTIONS EQUAL LEG FRAME SURrACE APPLIED ---FALSE MINIMS GPTIENAL 2021ELEYELOB (EQUAL LEG FRAME) MAX. ANCHOR SPACING TO HE AS FOLLOWS 17° O.C. ON LONGER $CES 18 O.C. ON SHORTER SIDES A • • • • CO) 51 • • • • • • • * • • • • • • • • P2o0UcT 01;911M0 woritemg ITlisti* Ilsfsr.vrato AgaT:r.r.,r>. 11,77. . . • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • IP • • • • wo 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • _ no. W99 -10 (sheet ALL FRAME AND VENT CORNERS 00 86 SEALED 81111 GE SII.P18.9* OR EQUIV. FRAME CORNER 2.628 o _ COWER KEY .080 1110X ST. STEEL CORNER KEY .082 THICK ALUKNUM LOCO r•--- 1767 FLANGE FRAME VENT (3/16 LAN. GLASS) EQUAL LEG FRAME VENT (INS(JL LAM. GLASS) TT= no # QUANTOT DESCRIPTION 141TEMIAL ILANF./SUPPURRAEMARKS 1 C0-373 4 FLANGE FRAME 8083-T8 =ALEX 04 WM IA 00-387 4 EQUAL LEG FRAME 8083-18 ROLEX OR EQUIV. 2 28 C0-376 4 VENT (Stir 1A14.. 01452) 8083-18 *MEI OR EOM OGI-381 4 VENT (94SUL toil. GLASS) 6083-18 Rota 04 EQUN. 2C 05-385 4 SENT (7/18° LAW CLASS) 4083-T8 =ALEX 04 6005. 3 041-378 4 OGEE GLAZSNG READ 6083-18 4004.62 OR MXXV. 3A 031-3128 4 SQUARE 06421140 WAD 8083-T3 INEWLEX OR MN. - 4 .080 114016 COWER KEY ALUMINUM - 5 - 8 480 181011 COMM KEY St STEEL - 8 OP-435 48 164(07. FRAME WEATHERSTRIMIG utTRAPAWSCHLEGEL 7 4200 X190 AS REWL VENT MF_AlHERSRIMPING SONLESEL Q-LON • - *5 46410. VENT SCREE* 0 20" 0.C. LONGER WES, I80.0 SNORTER SIDES - PO X 1" SS SKS - 2/ CORNER RUNE AND 11161T ASEMEILY SCAM #10 x 1-1/4° SS SKS • • • • • • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • • • 41 • • 8400 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• - 4 • • 0 • o w • • • • • • • • • • • • 1084 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • • • • • • • VENT (7/16° LAM. GLASS) .383 4171— C04-375: OGEE GLAZING STOP .753 .4.817 C01-396: SQUARE GLAZING STOP fox DR. Numkoun meow 8118.6CTURES FLA. PE # _16837 0.5.0, M.38 fnisow.1.#2‘.■ A �1/8' ANN. GLASS .090 INIER1AYE9 rSAELE% P49 8Y '501.0 A' l ,1/ ' ANN. CLASS SILICONE GE -1280 Mild 999 DOW 899 5/15" NOMINAL GLASS TYPE '2' 3/18' ANN. GLASS -3/18' NEAT 5T8EN'3 GLASS .090 SAPLE1t PV8 87 'SOLUDIA' •090 SAELE1t P09 BY 'SOLUIIA' 54TPR1AYERS ...075 VANCEVA STORGCLASS BY 'SOLUTMA' t 94TERLAYERS 1 .075 VANCEVA STORMGLASS 8Y 'SOLUITA' - .090 SENTRYOLAS PLUS 8Y '011PO1*T 1-.000 SENTRYOLAS PLUS 87 ' WPtit4T' 3/18° ANN. GLASS 7/18" NODAL GLASS TYPE '3' SILICONE 0E -1080 DRY 990 DIN 899 PERFORMANCE VALUES OF 13/PACT RESISTANT WINDOWS PETER 10 51849 7 0910 12 P09 085111110** 00028 WINDOW DDA8. CLASS TYPE '2' OIASS TYPE '8' 07ASS TYPE '8' 6774TH Ra0141 at (4.) IN! ( -) EXP. ( +) 1NT. ( -) EM. ( +) 1NT. ( -) 19 -1/8' 110.0 195.0 110.0 195.0 110.0 188.0 28 -1/2° 110.0 1882 110.0 195.0 110.0 1954 37' a� 110.0 1892 110.0 172.5 110.0 198.0 83 -1/13' 110.0 120.0 110.0 148.2 110.0 195.0 19-1/8. 115.0 195.0 110.0 195.0 110.0 195.0 28 -1/2° 38 -3/8- 110.0 183.0 110.0 187.7 110.0 198.0 37- 110.0 118.8 110.0 151.9 1019 180.8 83-1 /8° 84.1 84.1 108.8 118.7 1199 118.7 19 -1/8' 110.0 185.7 110.0 187.8 110.0 195.0 28 -1/8° 50-5/8° 110.0 131,2 110.0 148.7 110.0 1954 3P 95.0 95.0 110.0 120.0 110.0 120.0 53 -1j8- 67.9 67.9 883 83.3 85.3 85.3 10-1/V 110.0 177.5 110.0 179.4 110.0 195.0 28 -1/2' 102.7 102.7 110,D 120.0 110.0 120.0 sr 70.5 70.5 102.1 111.3 102.1 111.3 53 -1/8' 57.7 87.7 81.3 81.3 81.3 81.3 19 -1/8' 110.0 120.0 110.0 174.8 110.0 1980 28 -1/2" 74 -1/4° 898 89.8 110.0 120.0 110.0 120.0 599 589 90.0 90.0 90.0 90.0 37' 93-1/8° - - - - 70.0 70.0 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• 8' MEAT STRETPD GLASS • ••• • ••• ••• ••• • • • • • • • • • • ••• • • a • • • • • • • • • • • • •s • .• • . .. • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7/18" NO6LNAL GLASS TYPE 11' SQUARE BEAD SILICONE 0PTION8. GE -1200 ALL GLASS 1YPES MN 995 DOW 899 d g rawin W99 -10 (sheet 4 of 12 71163011138100 SAWN OP MAW 0010517407 11100099 3464 61 94619 7 SW 100* 46162.4964 MO 1111132111541143 7066139 09 1219641 01171•1312 MAWS 2914 61 91W65 7 SOW 13 112416317.64M 0666.0 1113990141ANC2 SALM 59 IMPACT 11169192931 MOM 9461 67 14633 7 SW 12 1141 461469101 54515 NOTE: LOAD AREA UMITS FOR +110, -195 PSF = 10.0 SQ. FT. +110, -120 PSF = 18.3 SQ. FT. +90, -90 PSF = 24.0 SQ. FT. +70, -70 PSF = 35.0 SQ. FT. +50, -50 PSF = 45.0 SQ. FT. W. TOON t. , a 012008 0110. 41453 7170 V (11148 TINA '0' 11439 3112 6' MOW 7000. 012367717 *2 WM WOE '3' 0U650 TM 27 111118011 8633, 216.500 TVS 63439 TM '3' 01,400 TM 27 MUH MIKT 620 (4) "L () Eli' (4) 1 ' (-) M (4) a (4) *DM HMV em (41 nff• (-) Ott (1) "a. (-) ,6- (T) OM (-6 on WM er. (+) mt. (-) EE 01 1W. (-) W. (.) ica. (-) Z 6. i 16 .1' I FO !'; ..., 10 SS • IL4C 47 1 1 1 g • 42" 48' 04' 67' 00' or or se Ir 75. 15° 111' 04' 07" 110,0 160.0 110.0 1814 110.0 MA 24" . 110.0 1000 110A 15121 110.0 1910 24" 30' 30' 42' . IMO 114.4 1 1 90.6- 1100 - 000 1200 ooz 1100 1444 110.0 166.1 14154 MA 105.0 30' 31r 4 01.2 914 MO 1204 1104 120.0 W1.7 60.7 904 1 Ws 120.0 11414 S 1854 759 710 166.8 1154 MA 115.5 44133 464 BOA 90.0 004 110.0 141.11 110.0 150,0 1104 1200 ma 074 900 50.0 000 SOX - - 900 WA 104.8 1040 1100 MO 1100 TAW 04' WO 604 070 00.0 80.2 00,0 00,0 BOA 040 90.0 sr 04" 07' se 00' . 75" - MO 70.0 643 803 MO 12031 1100 139361 800 MO MO ... - _ .. - - 700 704 812 754 81.9 78.0 77•5 1043 118.1 138.3 116.1 1917 80" 82' or or 767 81. 84" 574 70.8 70.4 751 754 WA 740 1 1154 1019 1156 - A r44 WO 700 700 1011 1112 10.17 1 000 500 085 686 WA WO WA 904 - 60.0 MO 820 6441 MO WA WA 00.0 WO 70.0 - •• - 504 504 045 904 90.0 90.0 WO 20.0 70,0 MO - 504 040 NA 574 90.0 A 800 764 70.0 - - - 50.0 MO WO 115.0 S0.2 90.0 000 000 000 700 70.0 24" 30' . 04' 57" Or 85" 884 6513 1100 1234 110.0 WA 1W.0 WA as ssi WA 904 404 704 574 410 - 574 00.0 8 45A 504 WO - - - 70.0 70.0 - 000 WA 90.0 9061 4 47.0 WA WA MO WA - - - 500 700 70.0 24" 30' 36" 40' 46' 54" 07' 50' 63" or 69" 75' 715' 01' se Or 1100 198.0 1104 169.7 1100 1910 24' 30. 30' 42' 45" 04' 117. 93" 63" er 89* 22* 78' 75' 81. se 57' 110.0 11 1MA 1204 110.0 2040 - 704 704 1 WA 14413 1104 1049 1100 100,0 61.8 01» 1100 120.0 1104 /W0 504 540 -----' Es 1100 1204 1100 1200 1140 1204 66.8 615 SOD 912 KO 000 50.0 504 702 au WA 00,0 900 900 80.0 WW 7. 'f0 101.9 1024 1140 120.0 1100 120.0 07.2 672 1100 1240 1100 1000 113.4 574 - 570 MO WA 80.0 920 800 - 500 50.0 WA 784 103.0 MA IOU - - - 520 - - - - WA 50.0 72.2 722 240 000 040 000 - 7019 70.0 24' 30. 38" 43. 43* 54' sr 80' 704 70.4 00.0 600 WA MO 574 6161 WO 000 WO 740 70.0 , 604 4 9420 91.0 - 004 900 83.0 WI WO W.0 200 WO 000 WO 68.0 50.5 854 - - - 70.0 70.0 803 WA W.0 910 65.5 - - MO MA 553 554 WO BOA WA WA 900 no MA WS 500 504 ozo WO 000 WO coo 85.5 - - 500 BOA WINDOW 114004 411 49.1 940 90.0 WO 000 6521 W4 004 MO 454 7 05.4 MA MD WO 540 604 - - 00.0 _ 5614 440 44.5 534 63.4 074 MO 0 WA 24 057 42' 48* 50' ,.. 69.5 694 WA 944 40 WA r . - Ws ass 205 - - - 50.0 50.0 SAO 700 - - - - 600 50.0 - - MO 70.0 24' 42' 45' 04' e6r 3' 54' Or 72' 75. 78' l 81' 04' Or 110.0 1110 1104 (400 1100 120.0 MI 71261 ,,..., r= 3i //.... ;,, 24' 30. 24' 42. 48' 0' Or so. me we 73' 70' 81' 84' 87' a_ 1104 150.0 1 .0 161.7 120.0 500 1910 118,5 040 1204 110.0 141.1 1914 774 77.0 110.0 1200 1104 1204 - - 504 1044 110.0 IWO 110.0 (520 WA 600 000 1114 90.0 500 - - 000 WO 672 37.2 MA 120.0 1104 130,5 1024 524 520 930 004 504 05.0 24* Jr 36' or 3* 317 40' 132' 144 ' 484 48.5 900 90.0 934 040 77.3 77.3 1110 1 1100 504 WA 825 918 900 93.0 70.0 7031 - WE; MON TIC AALNLD LE GH DIMENSON S CM SE ORENTE D V Y OR HORZONTALLY AS SOWN AOVE. 694 69.8 000 06.0 WA 000 - - MA 10,0 - - 700 70.0 1 1 ' ' E 1 0 662 503 WO OW 900 MO VWaA ' s - 70.0 70.0 - 30.0 8134 SW itioA e6s04 s s 9903.0 - 41. 3 - 4- 1 3 . 500 MO 0W4 WA , 374 0Im0.o 0 9s0o.0 0 58.6 516 65 WA 900 100 90.0 W W - 704 700 000 516 894 WA 910 000 836 82.6 ',• - 000 MO 508 50.6 054 95.5 WA MO 00.0 - WO WA - BOA WA WO 504 24' 30. 30• 160. '- - - - 70 4 700 M O 800 50 0 70.0 WO 70.0 - 504 540 90.0 000 750 700 - - - 504 000 05.0 NOTE: GLASS CAPACMES ON THIS SHEET ME BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). 21111111 WA 70.0 - - - - 500 24' 35' 441' sr 48' se Sr W. Sr 93•• 611' 72" 54' 1104 142,2 115.0 1650 110.0 1954 WAO 4' 42" 114i, 611, 50" • 63" we• 03. 13' lir J1 8111 • • • • - • • • • 4.' • • • • • • • - • 105.1 702 58.0 '-'55.0 1041 1100 1 1104 1204 1015 1553 110.0 1264 MA 702 1100 120.0 1100 92011 1954 691.3 110.0 1240 115.0 1200 600 90.0 934 93.0 73,S 755 1019 113.4 103.0 1114 407 7 169.4 W.4 2011 1100 ' PC - SU WA SOO 2041 WO 8110 30.0 WO WO • - WA 16 •-.............„!,..2-.........., ..- • 1 1 ti I 07.4 074 WO 6011 • Cr • It 414 • Ai lo . no 833 „ 602 al 602 57.0 600 474 WO 800 ,16.1" • - • 0- * • ig •70.0 WO MO O 011.8 - • • •-• ' WEr.-MMEN464Ear mucTuRES A. 92 0 TWO 644.3525 .....„..........,"*4'..."...-": . f:,: ::..; - :-.•,-.., Alls. rx*: . .:..-.", , * -, .".,..-,!.:D. 1"3:"... . 61d41.......: : :.' '''.• • t ' 2.9' M3'4•31 ...• ....:.• .1. 2276J. ,..7 ' , i / . • • WO WA 550 57.1 50.0 WA 604 860 •- • • -• 69.0 - 800 HMO a - 8080- • - sotto 504 - 700 70.0 - - 40.0 60.0 - - - WO 70.0 - - - 60.0 WA - 60.0 acto _ SMOOT 4920, . WM : WA • • • 8 --2. [ drawing no, . W99-10 , Wr 81. 84' Sr - - 70.0 700 7,31, - • ••• 41 • _3_1 49 • '" • - • • • • - • 9 704 754 38,4 •• • • • • - • • • (81e4 0 of 12) • • • • • 555 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 555 • • • 8005 • • • 4/: '1/8' TEMP. GLASS AIR SPACE 1/8- URN. GLASS 1/8° GLASS vAIR SPACE 1/8' TEMP, GLASS .000 SAFLi7t PVB BY •SOLIIAA• \ 090 S491.EX PV8 8Y 'SOLUTIA' INIERLAYMiS . • .078 VANCEVA STORMGLASS 8Y 'SOLUf1A• ` 94TERLAYER9 .075 VANCEVA STORMOtASS BY 'SOLUTW' -.090 SEN19YGLAS PLUS BY 'DUPONT \ 1 .090 SENTRY(AAS PLUS BY 'DUPONT rI /8' MN. G1A.9S SILICONE �� ,2011 999 3/4" INSULATED GLASS TYPE '214' / /8' TEMP. GLASS 011 lk 9/4" INSULATED GLASS TYPE '1IA' YA OE -1200 GE -1295 DOW DOW 99 SQUARE BEAD moat XI GUM TYPES\ Al PERF08MA11"C9 VAINE8 OF IMPACT RESISTANT WINDOWS 1999419 99129 7 11101 12 75* 9491S.16106 7058 918808 DD•. 5L459 TYPE '20 MASS TYPE VAOEN ! 4910147 ENT. +) 197. (-) DT. (4) 1NI. ( -) 24° 1102 IEEE 110.0 110.0 1102 87.0 81.7 77.0 180:0 144.0 120.0 1113 939 87.0 t10A 110.0 110.0 110.0 110.0 110.0 1200 PERFORMANCE VAIA09 OF IMPACT RESISTANT WINDOWS REFER 10 9905 7 *4891 12 KO 8/809/690 OETi8S 101096 DOM MASS WIDTH 24' 30° HESS E19. ( +) „mg INT. ( -) 097. ( +) 120A 1200 1200 1189 IEEE 900 MA 018 90.0 90.8 81.4 51,4 so so 49A 49.9 90A • 00.0 93.8 81.7 54° 74.2 719 07_8 84.0 859 24' 110.0 30' 96.8 38' 04.1 42" 00° 72.7 48° 80.0 54- 84.0 57' 812 1102 110.0 E 3►' 187. ( -) 154.3 120A 120,0 102.9 9.18 1104 81.7 909 74.2 902 002 71.0 80.0 80.0 07.6 80A 800 110.0 189.0 1 00 1118.0 A 110.0 144.0 1 0.0 1203 1111.0 191.0 m 81.7 102.9 1189 102.9 92.9 02.9 7 &7 78.7 70..1 879 87.9 63 0 03.9 A O r s 512 • 812 • 49.8 tZ7t.111 47.8 90 0 08.8 110.0 81.7 1100 72.1 902 89.0 00.0 84.0 80.0 812 75.8 120.0 110.0 989 110.0 727 80.0 114.3 902 900 800 75.8 24' 38' 42' 48' 24• 30' 38' 42' 118.4 110.0 110.0 1600 110.0 180.0 111110 120.0 1100 120.0 80.9 1029 110.0 1204 1100 111,3 92.7 92.7 82.1 821 742 742 70.4 602 949 80.5 97.0 53.7 59.2 937 110.0 744 58.4 49.6 110.0 84' 60.8 519 83.7 BOA 1149 1100 744 1100 89.4 90.0 499 80.0 120.0 1100 899 90.0 519 90.0 120.0 1200 90.0 104 80.0 120.0 900 90.0 PERFORMANCE VALUES OF IMPACT RESISTANT 9INOO98 REFER 10 5*0E19 7 14480 12 709 58701190511 001206 91800N DIMS. OARS TYPE .39.4e MASS TYPE '814' WIDTH 101(0147 at to 1147. ( -) E1E7. to INT. ( -) 19 -1/8' 110.0 195.0 110.0 195.0 28 -1/87 _ _ 110.0 188.2 110.0 188.2 37" 110.0 168.2 110.0 186.2 83-1/H° 110.0 120.0 110.0 120.0 19 -1/87 110.0 188.0 110.0 193.0 28-1/r 110.0 183.0 1100 163.0 37° 39 -3/8° 110.0 118.8 110.0 118.8 53-1/0" 88.3 89.3 110.0 112.8 19-1/9" 110.0 185.7 1100 185.7 28 -1/2' 110.0 139.4 110.0 147.2 37' -3/8" 100.9 1009 1100 116• 53 -1 /8' 72.1 72.1 85.3 89.3 19 -1/8" 110.0 177.8 110.0 177.5 28-1/2' 109.1 109.1 110.0 1200 37° 74.9 74.9 110.0 110.2 53 -1/8° 81.3 613 81.3 81.3 19 -1/8' 110.0 150.0 110.0 120A 28 -1/2° 74 -1/4° 95.4 95.4 110.0 120.0 37' 80.4 80.4 9110 90.0 NOTE LOAD AREA LIMITS FOR +110, -195 PSF = 9.32 SO. FT. +110, -120 PSF m 16.2 SQ. FT. +90, -90 PSF 24.0 SQ. FT. WOW. WIDTH 0014009 LENGTH WIDTH AND 1E00114 memo* CAN BE ORIENTED VERTICALLY OR 10391021TTALLY AS SHOWN ABOVE NOTE: GLASS CAPACmES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. OUSTS). 24' • 9 9.7• Bat • 11021 12180 1 • • • 30' it 81.9 6P0• • s • 4 1 • • 40•041 Ile , gRbo • •t • 24' 749 718 • 9010 1 MOD I • 111°0 "g89• • +,•,g0 gab • • 120 900 83.2 90.0 95.0 24" 139' 402 490 900 90.0 24' 1447 43.8 902 • ••• • •.• ••• ••• • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• ♦ •• • • •• • • • • • • 80.0 90.0 439 BOA ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Mg 00. W99 -10; sheet_ 8 of 12) INSTALLATION CONDITIONS FLA.NIQU TRAKELJERE'PLIES TO ALL F.01/ arLIESI FOR ANCHOR PERFORMANCE VALUES SEE SHEETS 9 & 10 INEWIEM11....30ter21: WOOD BUCK TYPE '1' MALLUML, PSTSSURE TREETE0 DEICALISMUEIOLDUNI. ON ALL FOUR SIDES/USING ?MOO 'TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOQ TYPICAL INSTALLATION DETAL SKALLEQUILSILODD SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION I 4 •• ••• • • ADRACKMINEL • • • •-44 • • • • 2-1/0 LONG • • • • Al ANCHOR LOG*101* • A • • FT sills WOOD BUCKS NOT BY CC! CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. • • • • • • • • • • • • • • • * • II-. • • • • • • • 4 ETUV( INSTALLATION 9Y OTHERS INSTALLATION TYPE '4' WOOD BUCK TYPE '4' IMESK: PRESSURE TREATED TOMALINUALIATIQNQIUBL, ON ALL FOUR SIDES/USING WQOQ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ■11,1111 TvPiCAL ANCHORS SEE ELEV. FOR SPACING \\\\ SEE SHEET 9 FOR DESCRIPTION METAL STRUCTMES /11160:11401714 METAL TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION A1TAtHMENT TO ME89YEDJALL,LOIS -11.11.! /3 1. drawing W99-101 . • • OA • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 • - I 1,, • • TWICAL ANcHaRs SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION • • 4. INSTALLATION! TYPE '1' > 2116 J WOOD BUCK TYPE '1' MSURIEL: PRESSURE TREATED retrasztaum SRL ALLEILILIQEVavriyzw FOR ANCHOR PERFORMANCE V LIES SEE SHEETS 9 & 10 INSTALLATION TYPE '2' s000 umuyEE_12: MIRA: PRESSURE TREATED TYPICAL INSTALLATION DETAIL. ON ALL FOUR SIDES/USING WOOD IMEALLEMALMECI: WOOD BUCK 'TYPE '3' MOM; PRESSURE TREATED It tiUbl aThUaiat AI& ON ALL FO4R SIDEVUSING WOOD • • • • • • • • • • • • • AfiCAULITALLARDILDEBIL ALWLYAUBLIMMANWJMM • • • • WOOD BUCKS NOT BY C01 CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • i • • • • • • • • • • WI/ mg, yr• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • TYPICAL ANCHORS -- SEE ELEV. FOR SPACING `. SEE SHEET 9 FOR DESORPTION METAL STRUCTURES ATTACHMENT TO liEIALMIEMAT5 TYPICAL ANCHORS n• SEE ELEV. FOR SPACING ' SEE SHEET 9 FOR DESCRIPTION ATVAO4MEWT TO MERINEILMAKS Men,: us.lulp-',Nre.G. us DNA& ROIF6r!: AGPN,44.1.7.- ELN9 drawing no. W99-10 etwe8 1) PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 7 & 8 FOR IR:7A0.8 ANCIi088 mow ANCHORS went WINDOW 0188. 25688 OUP 986.18 OUP Eta. ( +) DR. ( +) w57IH 1610117 9IT. ( -) BST. ( -) 18 -1 /8' 195.0 195.0 28 -1 /2" 26' 195.0 195.0 37' 1950 185.0 53 -1/8" 195.0 178.7 19 -1/8' 195.0 195.0 25 -1/2' 36 -3/8• 195.0 199.0 37" 195.0 188.0 53-1/8" 195.0 141.5 19-1/8" 195.0 195.0 28 -1 /2" 513-3/8' 195.0 188.1 37° 195.0 155.1 53 -1 /8" 184.1 130.9 19 -1/8" 199.0 180.4 28 -1/2° 195.0 139.8 37" 93- 157.4 111.8 53 -1/8' 133.9 95.2 19 -1/8" 195.0 188.2 ' 26 -1 /2' 74 -1/4° 196.0 1425 157.1 - 111.7 37" 53 -1/8" 127.9 90.9 ALCR /0 SHEAR CLIP WINDOW LENGTH WIDTH AND LENGTH 011A£NSIONS CAN 8E ORIENTED VERi1CALLY OR HORIZONTALLY AS SHOWN mom 81ERP07AT6N armsE 1 RIZES ALLOWED. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4° D!A. KW1K -CON 11 BY 'HILTS' (FUr163 R•. Fr-157 1151) 1/4" DIA ULTRACON BY 'ELCO' (F8-1n KS. Fy-155 KS1) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY 4i1 0R SELF D IU tN_C 25 REWS (ORME 2 a6) INTO MIAMI -DADS COUNTY APPROVED MULUONS (MIN. THK. b .090') INTO METAL STRUCTURES STEEL : 12 GA MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8083 -T5 MIN.) (51ttL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL ED01' DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2° MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE Pe - 3000 PSI MIN. • • ••• • • • • • • • MASONRY Pm = 1500 PSI MIN. • • • • • • AM0R4 W7T0 88RAR CLIP• • • • • • • • • • • • • • • ••• • • • • • • • • . • • • • •'• ••• ••• 4110 • • • 0 • • • • • • • • • Fiq W! MIRAYOIBd FAR000 6151MM M PE 11 18557 CAN. PQ[DLU1L7 RL^ 19612 0358:645.9218,89 Ma* Ate, fl661.9. 7r..l.`:,t 4 5 1 4 Z 11 85 1 i E. drawing nor w99 -14 shad 9 of • ••• • • • • ••• • • • • • • • • • •• •• • • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• • • PERFORMANCE VALUE'S OF INSTALLATION ANCHORS REFER TO SHEETS 7 • 8 FOR MALLS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEETS 7 5 8 FOR 0ETAMS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEETS 7 4s 8 FOR *ETA9.5 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEETS 7 3 8 FOR 13TAHS MN. --1 rte- -- .� j + . , 1 8 9LWDON 01118. ANCHORS 58885 cW' AXIOM 511 CI PP *WINDOW DIMS. ANCHORS 98885 � ANCHORS SHEAR CLIP WINDOW 0168. ANCHORS MBAR CUP ANCHORS 58545 CLIP WINDOW 0105. AVC11099 888�A � ANCHOR Sf1EAR�CUP AL- FAROOQ CORPORATION BNG1NEENS . PRODUCT DEVELOPMENT 1238 B.W. BT AVE MIAMI, FLORIDA 33174 TEL (305) 2844180 FAIL (388) 2828878 i 910TH . 150057 IXT. ( +) INT. ( -) XT. ( +) TNT. (-) 915TH F 010747 EXT. ( +) INT. ( -) IXT. ( +) INT. ( -) 510111 HEIGHT IXf. (+) TNT. ( -) EXT. ( ;) 5*T. (-) *10111 mow EXT. ( +) ENT. ( -) EXT. ( +) ND: ( -) 1 ■ j WINDOW LENGTH 24° 30' 38° 42' 48" 54' 57° 80" 83' 68' 89" 72" 75" 7$' 81' 84' 87" 36' 195.0 195,0 24' 30° 38' 42" 48° 54' 57° 80' 83' 68' 89' 72' 75' 79° 81' 84° 87° 54' _ 1958 _ 193.0 182.9 24° 30' 38° 42' 48' 54° 57' 80" 83' 86" 89° 72° 75' 78' 81° 84" 87" 72 195.0 180.0 24" 192.9 __ 180.0 .198.5 _ 123.4 137.1 193.8 "' . - .95.5 - 87.8 195.0 195.0 157.5 189.5 134.7 30' ' ._ f , 1950 1958 f95A 187.0 142.2 133.0 186.7 151.3 1185 _ 107.8 185.0 160.0 30r 42' 48' 54' 51' 60" 83' 951° e8' I // /� �'� %// a3 195.0 170.7 1800 128.0 140.8 100.0 112.5 808 195.0 142.2 177.8 126.4 133.3 44.9 -' 104.3 74.2 181.8 1315 1e0.0 1130 130.7 929 81.4 101.1 79.9 L 171.4 121.9 145.5 103.4 1284 962 95.7 -_ �- 93.9 88.8 .88.0. _ .. 88.5 SIM 5I91111.1 AA® LENGTH OE+fE1N99N6 CAN BE 0WENtE0 VERTICALLY OR HORIZONTALLY AS SHOWN MOVE. INTERPOURION BERVEEN SUES ALLOWED. 160.0 113.8 133.3 94.8 1270 90.3 187.5 1333 153.8 1094 125.8 89.5 1705 125.5 1429 101.6 1254 129.0 890 24" 30' 36' 42' 48' 54' 57' 60' 108 195.0 140.0 168.7 1195 133.3 125.0 940 88.9 1925 115.6 F 157.9 112.3 06.9 115.4 82.1 140.0 99.8 COI WINDOWS & DOORS 10100 N.W. 25TH STREET DORAL, FL 33172 TEL ME) 893 -8590 FAX. (0} 393 -5582 150.0 198.7 117.6 83.7 107.1 78,2 124.1 88.3 171.4 121.9 133.3 840 120.0 85.3 112.5 80.0 163.8 1194 120.3 898 853 1124 80.0 103.7 13.7 158.5 111.3 120.0 108,9 75.3 100.1 71.2 24° 30' 38" 42 ` 48° 54' 57" 80' 83• 96' 89° 72° 7S' 78° 81° 64° ,17' 42 195.0 192.0 24' 30" 38' 42° 48' 54' 57° 80' 63' 88° 89° 72' 76" 78' 81' 84' 87' B0" 198.0 180.0 24' 30° 39' 42° 48' 54 57' 80° 83' 89" 89° 72' 75' 78' 51' � 195.0 145.5 888 809 19_5.0 170.7 192.0 138.5 171.4 121.9 24° 30' 38' 42' 46° 54' 720° 195.0 ,648 141.2 142.2 _ 11 7.0 _ 100.4y 199 .0 180.0 171.4 121.9 150.0 106.7 195.0 155.7 158.2 1125 135.3 962 195.0 156.7 1800 106.7 125.0 68.9 83.7 -_ 124,7 98.7 187.0 r 133.0 1455 103.4 117.6 112.5 _ 80.0 73.4 -- 171.4 1218 112.5 _ 144,4 102.7 1148 1125 81.7 1032 158.2 1440 1024 80.0 24' 30' 38' 42" 48' 132° 195.0 144.0 1488 104.5 130.9 93.1 110.6 76.8 1662 115.2 171.4 1218 144.0 102.4 109.1 770 142.1 101.1 160.7 114.3 138.5 985 107.9 78.8 125.1 888 ._. 151.3 107.8 1288 81.4 107.1 76.2 112.5 80.0 . t1.1- 9 142.9 101.8 120.0 112.5 85.3 108.7 759 24' 30" 38' 42° 144" 184.1 130.9 135.3 98.2 80.0 91.4 1085 75.7 180.7 128.8 107.2 154.3 109.7 127.1 1095 75.7 91.4 146.9 104.5 _ 120.0 853 24' 30° 38' 42° 48' 54' ! 57' 80" 63" • WI 1 " • 84" • • • • 190.0 180.0 112.9 80.3 140.3 99.7 113.7 80.8 1872 133.6 24' 30' 38' 158' 1870 133.3 24' 30' 38' a* 48' 54° 57' 80' 83' 86' 110' 72" 75' 78° 81° es° 87° 48' 185.0 195.0 24° 30' ° 42' 49' 54' 57' 80° 83' 88' 69' 12° 75" 78° 81° ea' 87° 66" *80.0 1778 183.6 118.4 1534 130.4 108.8 92.9 - 195.0 188.2 1950 180.6 148.9 104.5 945.0 170.7 ,875 135.3 133.0 89.0 195.o 158.7 171.4 7219 128.3 -122.9 _68.8 87.4 - 195.0 780.0 180.7 114.3 " 7� ' 4 : �qq II ti R 0 II 160.0 126.0 1839 109.4 _- 1200 85.3 183.8 150.0 138.5 180.7 118.4 1518 107.8 • •190.4 • 1175 834 'ice m u a u 108.7 14400 1.56 •71j.a "' 82.1 - y 81 LC drawing W9 .} 9 - ..• 1 Pro. -1(} -_L • 68.5 hne •i- 9" 114.3 1468 •1 58 • *1 IR° • • • • • �• a • • •1525 80.0 Env 08 H14fAYOVN raga- STRUCTURES FLA. PE 9 18557 CAA. 35y8. F601i1.:C7!RY24R0 rRR 2,751ts551F.2 fi2ad& „; t. '.: .1 / ' 3 / /,! . "1 �"i.',F 150.0 1067 138.4• *.O • 111% 79.3 140.8 100.0 ?j�,8 • A.5 • 831 • • • • .. ••• ••• ••• • • • • • • • • • •M. 132.4 94.1 1189 125.0 142.1 868 _ 108.1 •122.7••• 77.8_ _� 87.3• 4 7 a t IF 701.1 1358 s6o 91.4. '•-.i s.• • .39-1 • • - --• +-• 73.5 • ...128.8 100/ 12; • • sheet • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • PERFORMANCE VALUES ALUM RUCK INSTALLATION ANCHORS PERFORMANCE VALUES ALUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES ALUM OUCH INSTALLATION ANCHORS PERFORMANCE NAMES ALUM FUCK INSTALLATION ANCHORS PERFORMANCE VALUES ALUM RUCK INSTALLATION ANCHORS A.LUiRINK BUCK FgAMLNP r p tt''` �� V 708 (- _T -•�, Z h 0 ; Cr GGGG7777 1 n a. a - • ® y $ tPF_ '& ery 8 It l i; ', ` I. 44 -MI _RETAIL REial TO SHEETS 4 7HRU 8 F197 8114006 CAPACMES t✓� FAWER APPLMA8IE VA1.liES. MOOT ROIB. ANCHORS AT 17° 0.0. 844800 0161£ ANCHORS AT 17° 0.0. WINDOW 01188. ANCHORS AT 17" O.C. 901808 0189. ANCHORS AT 17' O.C. 1114606 UM. A3C8088 AT 1Y O.C. 1110704 maw 1700. (4) 1NT. (-) 68101 HEAT 1710. ( +j 617. ( -) 607TH *05687 EKT. (4) itka. ( -) 6009H 1 M[61! co. ( +) an. (..) 100TH NEWT 891. (+) 9H. ( -) 24' 30' 38° 42' 48' 84° 57' 60• 83° 88° 69" 72' 78" 78' 81° a4° 8P 38° 198.0 1980 . 1988 24° 30' 38' 42" 48' 94° 57' 60° 63' 89° 89° 7r 78" 78" al- 84' 87° 87° 84" 195,0 173,3 198.4 146.3 148.8 139.1 125.2 24" 30° 30" a2• 48" 54" 57' Kl 63' 88` 89° 7r 79" 78" 81" 84° 8r 72" 176.0 24° 30' 3e 43" 48• 54" 97' 80' 63' 88° i 96' 150.8 19 -1/8' 26 -1 /2° 37" 26' 53 -1/9• 195.0 `� .F 71`� ' ._..148.2 728.2 198.0 .130.4 __ 7178.3 110.0 104.3 108.3 98.5 108.0 76.0 1666 187.7 88.0 19 -1 /8" 28 -1/2' 37' 53 -1/8' 38_3 /8° 195.0 gf 159.4 81.8 79.0 ^ 758 195.0 1444 _102.2 10116 185.0 734.1 113.8 155.7 123.2 104.3 89.3 _ 74.8 73.1 19 -1/8" 25-1/2' 3T 93 -1/8" 60 -8 /R• 195.0 195.0 F199! I 946.7 ._. --.- 13&0 130.4 1222 120.3 9 08 �:C1 pts �-- AT 8 01406 EROS �K�ili 77' O.C. MAX. 111.7 97.9 24° 30" 35° 42' 48° 54° 57' 80° 108 194.0 _ 170b 144.0 7043 07.8 ,...90.3 9272 AT FH'M /SUJ. /JAi� 'A�.4. 97.8 mit 19-7/8• 28 -1/2° 37' 83 -I/84 83` 199.0 CGI WINOow5 & DOORS 10100 N.W. 25TH STREET DORAL, FL. 33172 TEL (305) 693 -6580 FAX. (305) 553 -8594 i.. 11).3 920 83.8 97.1 88A� 183.8 *Falk ' 134,7 939 123.1 104.7! , Mill -, 128.0 80.8 86.0 81.1 783 1224 93.9 82.9 19 -1/8" 26-1/2" 37" 53 -7/8° 795. 11111111B31:111.1 7 EPA= 24' Mr 38" 42° 48° 54° 57" or 83" 88° 89° 72" 79" 79° 81" 84' 87" 193.0 24' 35' 391° 42" 49" 54" 97° 60" 63' 88' 89° 72" 75" 79° 81" 64" 87• 80" i78A 150.2 24° 30' 38". 42° 46° 54" 57' 60" 83' 88" 89' 72' 79" 78' 81" 78° 180.0 73.8 1884 a�EPA= 197.7 134,1 24° 30' 35" 42• 48' 84" 7�° 155.4 8128.7. -,.� 122.0 -- 100.0 914 SYS 7 -lfY MM. 81000 EMBED AT 8" FR0M ENDS MW 178.0 172.4 _ _172.4 140.3 134.1 117.3 123.8 1099 110.4 117.3 97,8 87.9 113.8 92.0 - ..89.8 _ 66.0 80.7 1° MM. fact 1129 17° 0.C. MAX. AT HEAD /SI72/80161 1239 112.6 88.0 24' 30° 38° 47' 48" 133" 138.4 114.9 9024 895 IN A(.I.A'(I()N TYPE "S' 134.1 _ 112.8 108.3 8_.3 84.4 _130.0 111.2 125.7 97.9 260 5003 RUCK OR W000 STRUCTURES 1Yp1.CAL INSTALlA710N flETAIL 1183 1005 839 68.0 111.7 - 939 88.0 63.4 _--_ 63.3 24° 30' 36° 42' 146' 144.0 'R� • -"_'" 109.9 1179 100.4 ON ALL FOUR $IDE$fUSIN(i BUCK SYSTEM 120.7 114.9 119.4 833.3 UALUMINIJM 93.8 88.9 24• 30' 39' 41' 48" 54" 97" 80" 63' 88° 89• 72° 78° • • • • 178.0 88.3 169.7 _ 146.9 24" 30" 35" 136" 148.7 719,9 24' 30° 36" 42' 48" 84• 97' &9° 83" or • 7 2 ° 7S' 7fi 31' 84" 46 1833 24° 30' 36" 42" 419• 84' 5'r MI' 83° 88' 89' 7r 75' J9' 81 ° 84" 87" � 1930 128.0 1982 188.6 114.9 102.0 1 25� _ 's 167.7 172-4 148.7 1341 128.7 105.8 - 1 .848 "- .085- - -592 _ 98_9 98.1 Imo IIn --�� y ppp' ,M 17, [[�, „'I, 0 13 • S c 140.8 120.3 93.9 581 ' L L, J.I.. _ 128.0 117.3 __. 1108 922 1.435. --'- . -1 .803 1128 _-_1022 90.4 1083 898 .129•' ALUMINUM BUCK QFFK)NAL C(N/ER 1 125.7 119.4 88.0 1173 10137 6 St,2 • • • • • • 8083 -T8 6983 -T6 (0' S 1. �.,_ (^l 4 !V - l_.� ; _' 110.0 985 • • • • • • • • • • • • 7035 -.1. 1:12-- 979 _ 9088 91.4 66.3 • ($¢,1 • f • • • • • • • f OiT�POiAYkM•�'Ii:A•SI AIAWWID. • • • • ••• • • • • • • • fn9r. OR. HU6�A1101 STRUCTURE; STRUCTURE.; NE 0_18557 c...4.6 3638 4 " 411 ?: PO}3Ur"£'t,'ra:9:S : r tt"+mkt *.Cb,ylcaFB/r 93 ,,, N.µ, ;; . i fiE:s +iy. .;7'..r0";', '', i /// . ... '`"' 98.0 8r 1009 _90.4 85.3 ------.' ng no W99 -1Ol • ••• • ••• ••• ••• • • • • • • ••• • • • • • • • • . • - • ! •• CshMet 11 of 12. • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • 918 •• ••• • • • ••• • • • • PERFORMANCE VALUES OF ALUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES OF ALUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES OF ALUM HUCK 1IISTALIATION ARCH° PERFORMANCE VALUES OF ALCM HUCK LSTALLATIQN ANCHORS 809008 0004. 6.400095 35000118 AT Ir 04. AT 10" 0.0. WINDOW 111319. 3508088 3508088 ]' 17" O.C. AT ID' 0.0. WINDOW 0118. 4" ggseg1x4q4 78' 81' 84' 87' WE ( +) EXT. ( +) 11£1045 INT. (-) INT. (-) *0TH 189.5 1980 24' 155.0 195.0 30' 150.7 185.0 38° 1133 150.7 42° 420_5 150.7 48° 100.4 150.7 54' 92.7 139.1 57' 883 129.1 8O' 80.4 140.8 83' 94.2 1318 89° 88.6 124.1 69° 83.7 117.1 72' 792 120.9 75' 753 1203 78° 09.1 1145 131' .- -.82.2 1 3 94' 78.8 117.9 87' 1113014 4XP. ( +) UT. ( +) 94T. ( -) 047. ( -) 49074 1 ROOM 129.1 193.7 111.3 188.9 100.4 1597 03.9 140.9 90.4 135.8 138.3 133.9 80.4 120.5 73.1 109.9 673 117.2 773 108.2 71.7 100.4 87.0 93.7 82.8 100.4 88 1 94.5 87.0 89.3 83.4 952 80.3 90.4 24' 30' 38' 42' 48' 54' 57' 83° 68' 88' 72' 75' 78' 81' 84' Or 3508098 ANCHORS AT 17' 0.0. AT 10' 0.0. EXT. ( +) EXT. ( +) INT. (-) 847. ( -) 113.0 158.2 882 1332 837 1172 76.0 106.4 70.8 989 87.0 93.7 059 919 84.8 90.4 03,8 80.3 832 88.5 825 815.0 62.8 87.9 57.9 87.9 83.8 86.1 80.3 80.4 88.5 84.8 532 799 815008 DIffi. 3500088 AT 17° O.C. A5C9o88 AT 10' 0.0. 906tH 11EIG1ff 170. ( +) 940 ( -) EXT. (4) INT. ( -) 24' 38' 57° 04' 93" 88' 89" 72' 75" at' 94' 87' 42' 138.8 180.8 120.5 160.7 113.0 190.7 110.7 147.6 110.7 143.5 93.9 140.8 88.1 129.1 79.5 119.2 73,8 129.1 86.1 120.5 80.7 113.0 76.0 108.4 71.7 114.8 88.0 108.8 774 103.3 73.8 110.7 79.4 105.7 24 42' 48' 54' 57" 60' 83' 96' 89' 72' 78° 78° 81' 84' 87' 1503 188.3 131.5 184.4 1204 1$1,7 110.7 142.5 113.0 141.3 09.4 135.8 82.2 123.3 78,3 113.0 89.5 121.7 _ 80.7 113.0 75.3 1104 �5 33.9 884 109.4 82.8 100.4 71.4 952 875 101.7 84.6 98.9 24° 30' 38' 42° 54' Sr 09' 72' 75' 78° 81' 87' 24° 30" 38' 42' 48' 57° 80' 83* 89' 72" 75° 78' at° 84" sr 113.0 1094 98.4 144.8 88.1 129.1 78.5 1182 75.3 113A 73.1 109.8 723 108.8 722 108.5 65.7 _ 108.5 72.3 1055 69.8 87.4 64.8 90.4 60.3. _. 984 583 90.4 85.1 24' 30' 38' 42' 48' 54° 5r 80' 83' 80' 78' 81' 102.7 184.4 88.1 137.8 75.3 1204 68,0 108$ 826 100.4 24' 30' 38' 42' 48' 34" 57' 80" 83' 88' 96' 98.9 60.4 69.5 161.4 713.9 115.9 103.3 58.5 94.1 52.4 5128 117.3 848 49.3 822 48.1 47.0 60.1 78.3 24' 30' 38' 42' 40' 54. 57- 60' 108' 889 81.7 155.4 128.3 70.3 110.5 98.0 585 889 82.1 092 48.7 81.5 79.0 78.5 59.1 944 87.7 82.3 585 90.4 554 09.9 54.8 87.7 54.2 88,7 535 86.1 53.0 85.7 53,5 85.6 53.5 785 24° 30" 30' 42" 46" 54" 120' 100.4 150.7 82.7 70.9 124.0 62.8 58.5 51.8 1084_ 939 84.8 77.8 90.4 24" 113.0 1684 57.1 85.8 30° 94,3 1415 125.8 175.8 38° 82.2 1233 100.4 148.9 42' 735 110.7 942 1315 48' 875 101.7 118.1 120.5 54" 83.4 95.2 817 113,0 57" 81.7 928 77.3 1093 or 60.3 90.4..... 791 108.8 83' � 593 85.8 723 109.5 68° 583 87.0 855 104.8 89' 572 85.8 74,7 104.8 72' 56.5 845 085 859 75' 59.0 840 634 ••' - 5 4 • 0 • • 00 _ 55, , _ 9320 • • • • •514S.' • 544 • 1111116P014111031 641714:5 SIZES ALLOWED. 81.E • g8p2��2• -`• • • • • • A• . • • • • • • •• 585 87.0 24' 30" 38' 42' 49' 132° 101.7 83.4 1489 71.4 1205 103.1 825 58.5 90.7 01.8 24' 30' 38" 42' 944' 92.5 154.1 73.7 84.8 58.7 128.1 7074 94.5 24' 30" 30• 138' 842 150.7 78.8 835 123.1 1044 .8 522 PERFORMANCE VALUES OF ALUM BOCK INSTALLATION ANCHORS 3009088 3508088 810009 D158. AT 17' 0.0. AT 10° O.C. EXT. ( +) 4X1'. (+) 190711 14450411 INT. (-) 8}T. (-) 19 -1/8' 1953 1954 28 -1/2' 4854 _ = __19 . . 37° 1595 105.0 53 -1/8' 124.8 187.2 19 -1/8° 177.2 195.0 20 -1/2' 145.0 195.5 37` 38 -3/8° 132.8 177.0 53 -1/8' 100.0 1499 to -1/8' 185.8 195.0 26 -1/2' 64...5 /8, 131.4 164.3 37" 1099 135.9 53 -1/8" 92.5 127.0 19 -1/8' 127.4 • ._..98.7 195.0 25 -1/2' ...172.9 37' 55' 79.1 138.4 53 -1/8° 872 117.7 19 -1 /5° 131.5 195.0 26 -1/2' 74 -1/4' 100.7 161.1 37' 78.9 428.2 53 -1/8' 84.2 102.8 #14 3445 AT 5' FROM ENDS 17' 0.0. MAIL AT HEAD/SILL/JAMB Ins- 1 TION TWE '8' T1P1c4,. INSTALL 11ON DETA!l 4. is : "111. 3. "15 • ••• • ••• ••• ••• � -BUC • • • • • • • • • _��ILAMYNG DETaLIL • • • • • • • • • REFER To swans 4 114911 8 FOR 808700 CAPAC11105 • • • • • • • • • • USE LONER ~ME VALUES, • • •'• • •0 it At •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • •00 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • 1/4° 094. KWIK- CON/ULT "1 -1/4" MIN. CONC. 841840 1 -3/4' MIN. FILLED BLOCK EMBED AT 8° FROM EROS AND 17° O.C. MAX. (10' Q.C. ALT.) AT HEM /SILL /44510 7i Epr. Ca50114:1111iE9 116000 9123366C1 WA. PE / 16557 as =mitten m90 the FkXHA4 606;t6 cm N14 , 138069935 Rafe MIAMZE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Construction Glass Industries 10100 N.W. 25 St. Miami FL., 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "450" Outswing Aluminum Door w/ Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W98 -01, titled "Series 450 Doors & Sidelites", sheets 1,1.1 through 7.1 of 7.1, prepared by Al- Farooq Corporation, dated 10/02/98 and last revised on 11 -08 -2006, signed 3mdshied by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renew�,.s. mp with•, he Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Djv ipp. ; •.. • • MISSILE IMPACT RATING: Large and Small Missile Impact MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, may: state Mr** following statement: "Miami -Dade County Product Control Approved ", unless otherwise nti l' erein. : • • • RENEWAL of this NOA shall be considered after a renewal application has been filed aleiilte bas 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 Tviseitit or chiange in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an enddFseihent of afly. product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to MdrhPly 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 & renews NOA # 03- 0422.02 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. 06-0127.0i, Expiration Date; November 09, 2011 Approval Date: November 30, 2006 e l- • Construction Glass Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 03- 0422.02) 1. Manufacturer's die drawings and sections. 2. Drawing No.W98 -01, titled "Series 450 Doors & Sidelites", sheets 1, 1.1 through 7.1 of 7.1, prepared by Al- Farooq Corporation, dated 10/02/98 and last revised on 11 -08 -2006, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (transferred from file # 03- 0422.02) Original test conducted per FBC, PA 201, 202 &203 -94 now known as FBC, TAS 201, 202 & 203 -94. 1. Test report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94. 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 5) Large Missile Impact Test per SFBC and PA201 -94 6) Cyclic Wind Pressure Loading per SFBC and PA203 -94 Along with manufacturer's parts and section drawing marked -up drawings of an aluminum In/out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL -97055 (0080 - 912 -97) dated 09/23197 thru 02/27/98 for specimen #1, 2, 3, 4 tested per PA202 -94, specimen #4, 5A, 5B, 5C tested per PA201 -94 & PA203 -94, signed and sealed by Timothy S. Marshall, P.E. 2. Additional test report on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 2) Large Missile Impact Test per SFBC, PA201 -94 3) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL- 01071 (0080-0402-02) dated 04/01/20028 tested per PA201 -94 & PA203 -94, signed and sealed by Vinu Abraham, P.E. • • C. CALCULATIONS • • • •• • )9) • 1. Anchor verification dated 12- 21 -05and last revised on 11/06/06, pre . .� �• • • • • • Farroq Corp., complying w/ FBC 2004 prepared, signed and seal ►•fir. y • • • • • • • • Humayoun Farooq, P.E. • • • • • • • 2. Glazing complies with ASTME- 1300 -02 •••• • ••••• • • D. QUALITY ASSURANCE • • • 1. Miami Dade Building Code Compliance Office (BCCO). • • • • • E. MATERIAL CERTIFICATIONS • •. • 1. Notice of Acceptance No. 03 -0827.08 issued to Solutia, Inc. for *jai* .... Interiayers ", expiring on 03/04/09. •.... • F. STATEMENTS (transferred from file# 02- 0702.01). 1. Statement letter of conformance and no financial interest, dated 12- 21-05, signed by Dr. Humayoun Farooq, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises & renews # 03- 0422.02, expiring 11 te-akals I. Chanda, P.E. Product Control Examiner NOA No. 06- 0127.02 Expiration Date: November 09, 2011 Approval Date: November 30, 2006 E -1 •• •• • • • • • • • • • ••• • • • • ••• • • • • • ••• • • • • • • •• •. • • • • • • • • • ..• • • • • ••• TYPICAL ELEVATIONS STEPS TO USE CHARTS /GRAPHS SEE: SHEETS 6 4 1. 6 7/8' 74 -1/2' FRAME V19TH • • • • •• • • •• • • • • • • • • • • • ••• • • • • ••• ••• ••• • • •• • • • ••• • •• • • • • • • • •• • • •• ••• •• • 7/@ • • • • • & • • •• • • • • • • • • u o 0 • MW TIPLE / SIDELITES S S AVAILAaLE w • 1YPICAL ANCHORS SPACED AS SHOWN IN DETAILS Aid} CHARTS. ANCHORS TO SE AT 6" FROM CORNERS MAX. SPACING 24' O.C. AT HEAD & SILL. 113 -1/16' FRAME WIDTH PANEL 'WIDTH DL, OPG. R/IDTH 24' 12 -7/8' 30' 18 -7/8' 36' 24 7/8' 42' 30 -7/8' PANEL HEIGHT D.L. OPG. HEIGHT 80' 66 -7/2' 84' 70 -1/2' 90' 76 -1 /2' 96' 82 -1/2• 108' 94 -1 /2' FRAME NECK • PANEL IEtGH(f 1.750° FRAME N TH • PANEL 23023 + 2.750° revisions: A 118.81 9 1t1482 83098 0.1405 CAW End 0R. H001Y131.N FAR000 S1IMPCTJA S •1.4. PC 1907 QV Q 8 &at raemtermisvarb 127 47 •a +b• -O - OUTSIIING DOOR DETAIL - ITEM DEBGRIFTfON teem sheet 2 of 1) QMB 82 NA 4061= 6101 82 OAS EMS FV. e•s. MASS 71W 1• 09100 069 SEW NO MU 1113 (B6 PER WV M088 W98 -01 • Cal CORPORATION Ce strucf n glass 61308111@9 torpatetion 10100 northwest 25 street Rdonl, 808342 33172 product , Series 450 Outecing Doors • 91de81.ee ENGINEER : Al Parooq Corporation Cr. F4unas oun Parooct Structural -Pia. FE • 1695'1 date , 10- 20 -S1 sleet 1 of • • 000 • • • 000 .0 .0 • • • 4141 .. • • • • 0041 • • • • • • • • • • • • • .00 • • • • 000 r'F1CAL ELEVATIONS TRUE HORIZONTAL t1 4TIN (I OR MOIRE js PER PANEL) OPTIONAL TRUE MUNTINS DOOR OR SIDELITE 777 it A \ 11 / t2 4, RESIDENTIAL HARDWARE GLASS TYPE 13A rr r / r/ r 12 COMMERCIAL I- IARDWARE HINGE LOCATIONS MAX. DOOR HEIGHT NO. REGD. MAX. SPACING UPTO 90 -3/4' 3 35 1/2' ABOVE 90 -3/4' 4 30 1/2' HARDWARE ESCRfFT1 ©N GLASS TYPE I3H TYPICAL. GLAZING DETAILS r ®.mmmv ®e i.ASema�.. GLASS ITiwt 13C 1 -0 - - OUT5II M DOOR DETAIL - ITEM DESGRiPTtON loos *wet 2 of 1) W98 -01 C COFIDPOFNATIQN contraction g1ase thdustries corporation 10100 northwest 25 street naamt, fiestas 13172 product • Serlee 450 Outemtng Doors 4 Sidolites ENGmEER Al Farooq Corporation Dr. konasc n Parool Struci ral -Pa. PE • 16951 dater 10 -20 -51 shoot U of 1 • • •. • •• •• • • • • • • • • • • • • • •• • • • • ••• • • • •. •• • • • • • • • • • • ••• • • • • • • • • • • • • ••• E3ILL OF MATERIALS ITEM 11 f31 4 5 161 81 9 10 11 12 10A1 DESCRIPTION •12 X 1 1/4" HEX NEAP S/S SMS (3 PER CONNECTION) 3/8 -16 FULLY THREADED CONTINUOUS ROD 3/8 -16 HEX NUT 1 1/2" X 1 1/2" X 3/16 "tHK ALUMINUM PLATE SHEAR CLIP (EXt. NO. 506) DOUBLE 9/32" DI4. JAI'S INSTLL. HOLES AT 6" FROM ENDS 4 24 3/16" O.G. MAX. V32" DIA. HEAD 4 SILL INSTLL. HOLES AT 6" FROM ENDS, 3 g CENTER OF PAIRS SPACED 6" O.C. 4 24" O.C. MAX. •10 X 1" PH -PH -SS TEKS SCREW, ® 3" 4 1" FROM ENDS 4 24" O.G. MAX. 014 X 3/4" HEX HEAD S/S TEKS SCREW AT 6" FROM ENDS 4 24 3/16" O.C. MAX. 320 141G 14 WOOL PILE WITH CENTER FIN (ULTRAFAB • 3032) 350 HIGH FOAM -TITS WEATHERSEAL (AME55URY • 32011) THREE POINT LOCK AT ACTIVE LEAF CUSTOM CGI THREE POINT LOCK MECHANISM WHICH CONSISTS CF (I) TITAN KWIKSET SERIES 180 DEADBOLT (OR EQUAL) (2) DEADSOLT LATCH (TOP 4 BOTTOM) AND CUSTOM CGI INTERIOR LINKAGE MECHANISM REFLECTOLITE SERIES 6000 THREE POINT LOCK MECHANISM WAGER 4 1/2" X 4" SOLID 5RA5S (OR 5/S) HINGE SECURED WITH (8) •12 -24 X 1/2" SRASS F.H. M.S. (3 PER PANEL UP TO l' -6 3/4" HIGH) (4 PER PANEL OVER T-6 3/4" TO 9'-0 3/4" 141GH) FLUSI -{BOLT AT TOP 4 BOTTOM OF INACTIVE LEAF (DELTA MODEL 5509) WITH REINFORCED TIP • •• • • • • • • ••• • 13 • • • • • • 113A11/2 "4VOMNAL (.466 ACTUAL) ANNEALED LAMINATED GLASS • • •:(2 1' C4) 3/16" THK ANN. GLASS AND .090" SAFLEX INTERI.AYER ••• • • • 1SB • ••1/6" •NOM NAL (.466 ACTUAL) HEAT STREN'D LAMINATED GLASS (2 PCS.) 3/16" TI-IK. H.S. GLASS AND .050" SAFLEX INTERI.AYER • • • • • • 111- • • 1: RtbMINAL (.966 ACTUAL) NSUL. ANN. LAMINATED GLASS • • t+�w • 1/8" TEMP. GLASS ( OUTBOARD), 3/8" AIR SPACE AND • • (2 RCS) 3/16" THK ANN. GLASS AND .090" SAFLEX NTERLAYER •• • • • • • ••• 1" NOMINAL (.966 ACTUAL) NSUL. ANN. LAMINATED GLASS 1/4" TEMP. GLASS (OUTBOARD), 1/4" AIR SPACE AND (2 PCS.) 3/16" THK ANN. GLASS AND .090" SAFLEX INTERLAYER 1141 1 15 1 161 181 GE -1200 SILICONE 3/4" X 1 1/4" X 3/4" X 1/8111-1K. CONTINUOUS ALUMINUM CHANNEL SECURED WITH INSTALLATION SCREWS (BEE ITEM [5 ) 1/2 "'-K (nom) CUSTOM ALUMINUM PANEL CONSISTING OF (2) .090 THK. ALUM. SHEETS 4 (1)1/40 PLYWOOD AT CENTER 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM TAPE WITH ONE SIPE ADHESIVE PLASTIC WEEP SA4FLE 1/3" X 5" X 1/8" TI-IK CONTINUOUS ALUMINUM SILL ANGLE ADAPTOR ext. EXTRUSION LIST 500, 501, 502, 506, 501, 508, 509, 510 4 511 ALL EXTRUSIONS ARE 6063 -T6. Env OR rsmMYOUN FARO%) A. ' Ps t n}M; Fla. 1 18557 NOv 8 2D41 IPEIMUCTRESXWED tt4spiis - ot2-t�nZ W98 —01 ti CORPORATION construction was industries corproofion 10108 nmth"wt 25 . sheet rrdami, floddO 33172 product : earls* 4.4 Cut *wltte Dever* 4 etdeltte• ENGINEER , AI Farcoq Corporation Dr. Hize*youn Farooq Structural -PIa. FE • IbEE1 date , 10-20 -91 sliest 2 or 1 • • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • • ••• • • 4 °4X33 /4'LOYs� tA►mCCNV SCISU • • • • • • • • •• • • • ••• • • •• • • • • • • • • • • • ••• • • • • ••• • • • • •• • • • • • • • • ••• • • • • • 809 Pt WOO •• • • • •• • • • OPTIONAL INSTALLATION \To 2X4 PT WOOD 811 (2A TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY 4.. •__ • • • • •••• TYPICAL TYPICAL TYPICAL JAMB 1/0 i X 93/4° LONG TAFCGN eCNELU • 6° P{8' ENDS AND a®° vc, ME WEST 6) OR 16 315 4 v4" FRAME WIDTH INTERIOR OUT SWING 000R OPTIONAL SQUAD GLAZING TYPICAL 3/ Ew /4° • X 1 3/4° 1/343 • 6' FROM ENDS AND 24° OZ. C1NTERIEDI4TL' ANUard/ NOTE: WOOD BUCKS NOT BY CG MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM. 1 NOTE ALL ANCHOR CONDITIONS SHOWN ON SHEETS 3, 4 AND 5 MAY BE DIRECTLY TO MASONRY WITH 1/4" MAX. SHIM SPACE HI WITHOUT VARIATION IN CAPACITY, d 41 CI MOY a211115 0 CG\ W9 8 -01 CORPORATION Cam gloss Wearies =pandas 10100 wtheest 23 stud mtmµ flrrlda 33972 products Series 480 Out3wlrlE Cesare 4 Skid /tee E°IGNE'ER ° Al E000q Corporation Cr. 44o kesayouri Faroaq Structural -Fla. FE • 16891 data 10 -20-91 sheet 3 of 1 • • ••• • • • ••• •. •• • • • • • •. •• • • • • • • • • • • • • • • • • • • ••. • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• MULLION 24170 tem • • • • •• • • •• • • • • • • • • • • 1X4 PT WOOD • • SM�4L SIDiLITE 3tlir (EX?'•6 03) • AT SIDELITES •• • • • • • • • • ••• • • • •• • • • • • ••• •• 4411a EXTERIOR la SEALANT DOOR FRAME WIDTH THIS SILL IS NOT RATED FOR WATER 4" WIDE SADDLE TI- IREEHOLD 1/4" • X 1 3/4" LONG TAPCON SCREW . 6" FROM ENDS 4 24" O.C. SIDELITE FRAME WIDTH SIDELITE FRAME UIIDTI -I REFER TO SHEET 2 OF 1 FOR TYPICAL BILL OF MATERIALS g d 2011E Nikko aiiriartda 2. o2 • 1/4" 0 X 3 3/4" LONG TAPCON SCREW • 6" FROM ENDS 4 20" Or.. AT INTERMEDIATE ANC4-WOl SEE SPEET 6 W98 -01 • CG\ CORPORA-RON conebuctI6 glace Irrtstrta creporafian 90115 no0,rest 25 street Hood, norI6 33172 product , aeries 450G taofng Vocre 4 Sldditoo WAVER , Al Farooq Corporation DrStn,cturalb -FIa. FE 9.°+1 data , 10-20-81 afloat 4 of 1 • • ••• •• •• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • ••• •• •• • • • • • • • • • • • • • ••• 4'10 X 1" PI- 1 -PI-4 SMS S/5 (2 PER 1T clop) • • •• • • • • • • • • ••• ••• • • • • •• • •• • • • • • • • • • • • ••• • • • • • • • • ••• • ••• • •• • • • •• ••• •• • • • •• • • • • • • • • • • WOW SIDELITE FRAME WlDTI -4 55 -0 SIDELITE FRAME U1ID14 -1 REFER TO SHEET 2 OF 1 FOR TYPICAL BILL OF MATERIALS W98 —d1 oak OORPORATION area tfon g its GWperuti n 10100 re 25 abet m amI, Swiia 33172 product z Series 41310 Guesses Coors 4 %Selito. ENCsINEER z At Peraop Corporation Dr. Nutrasoun Paraoq Structural -Fqa. PE • ISSS1 data , 00-20-91 sheet 15 of 1 PANEL PERFORMANCE CHART FOR DOORS, SINGLE SID8UTRS AND MULLIONS LAMINATED GLASS NOMINAL MEMB. PANEL VTDTH 2/0 2/6 3/0 3/6 2/0 2/6 3/0 3/6 2/0 2/6 3/0 3/6 2/0 2/6 3/0 2/0 2/6 3/0 PANEL HEIGHT OUT -SWING • • ... .. •• • • • • • • • • • • • • ••. • • • •• •• • • • • • • • • • ... • • • • • • • • • ••• • • • • ... PA!E[. FjcerMANCI•CHAILY FOR DOO�•A9 MGM SMELTERS AND MDLLLONS • • • IIINATIAIIRD •L40ATEF C SSA DEMON LOAD CAPACTY-PSF ANN. LAM. GLASS (TYPE 134) EXT. TLS. LAM. GLASS (TYPE 130) EXT, INT. MULLION IA40 CAPACITY P9F • • • • ¶IO1iiilAt. DIMS • • PANEL WIDTH 6/8 100.0 100.0 100.0 87.2 100.0 100.0 110.0 110.0 100.0 871 1003 100.0 110.0 110.0 110.0 110.0 110.0 110.0 2/S 3/0 • tt PANEL HEIGHT •.• • . 0 O11Ti' -lilt NG • DE91 0I LOAb CAPACTY-PEF DIM, ANN. ]ALL MASS (rasa 138) EXT. • • • • • • ••• • • • 1/81 • • • • • • • • INT. 80.0 • • • Np.0 • • • • • • .80.0 • • •am •• • • 80.0 00.0 00.0 7/0 7/6 1008 100.0 IOU 82.6 100.0 1000 100,0 100.0 100.0 100.0 1003 1030 1100 110.0 110.0 110.0 110.0 110.0 2/0 2/6 3/0 7/0 800 80.0 003 80.0 003 82.6 100.0 110.0 1103 100.0 100:0 100,0 76.8 76.8 1003 100.0 1103 1100 1103 110.0 2/0 2/6 3/0 7/6 80.0 60.0 800 803 810 80.0 100.0 100.0 110.0 110.0 102.9 8/0 100.0 1003 100.0 100.0 100.0 100.0 1000 1100 110.0 110.0 2/0 2/6 3/0 800 80.0 8/0 80.0 80.0 800 110.0 1103 10110 1003 110.0 1103 100.0 100.0 100.0 110.0 1103 9/0 100.0 100.0 100.0 1010 110.0 96.6 LOADS SHOWN ANOVE ARE FOR DOORS USING THRESHOLD O WHERE ?LATER INFILTRATION REQUIREMENTS ARE NOT APPLICABLE AND FOR THRESHOLD ® IN ANY CONDITION. 100.0 1003 1010 00.5 LOADS SHOWN ABOVE ARE FOR DOORS USING THRESHOLD WHERE WATER INFILTRATION REQUIREMENTS ARE NOT APPLICABLE AND FOR THRESHOLD 0 IN ANY CONDITION. lattgla NOTE: GLASS CAPACTFIES ON THIS SHEET ARE BASED ON ASTM 31300 -02 (3 SEC. GUSTS) 2;I (SADDLE) 'MVO. WIDTH , PANEL MOTH THESE CHARTS CAN HE USED TO CHECK CAPACITY FOR SINGLE OR DOMJBLE I.9AF' DOORS. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. ,STEPS TO USE CHARTS; 1. DETER15NE k7N0 1.010 BASED CN PROVISIONS OF 2004 FLORIDA BLDG. CODE. 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASE0 ON PROVISIONS OF FOC. 3. SELECT A 0009 SYSTEM I.E. WSWINO /CREWING AND TYPE OF THRESHOLD. 4. CHECK THE ALLOWABLE EXTERIOR AND INTE65R LOADS FROM APPROPRIATE CHART. THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. 5. SELECT AND CHECK ANCHORS TO MEET LOAD. 6. FOR MULLED SIDEIJTE REFER TO MULLION CAPACITY. E DR 15210.Y0la1 FM1U00 STRUCNRE4 FSA FE / 15007 OV U 2DDb PRODUCT NM. SW RICHOIN 24' 24' r MI6. DP. ANCHOR SPACING . _31 PANEL WIDTH ■ BA+1!s1.E DOORg3BtDELItt: AT SMITE MTG. SDI A180 PANEL WIDTH PANEL WIDTH 24' 3' M71. 1YP. • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• MUWON ANCSORSI T 81 • • • MTG. STITE ANCHORS AT DOUHN I DOORS NOMINAL IIU82 • 40 DEM c2A2•D P4 • • • • • • • IA65 C3PACPf -tom ...; VP • • sort Q'CA'9RE$ •N�•mg' 4 ANCI� t. DID MS 'B` TYPE 'C' PANEL. WIDTH PANEL NIGHT WJSOER 08 2 ANCH058 y 0P 4 �s "���'r• „= CH0@8 " "'' 0 -,,p " 088 F J€ • H PAWL HEIGHT mom or 2 ARCMS CLUSTER OS 4 ANC80139 WISE= � 5 ARMORS morn 001 8 ANCHORS or 4 ANCHORS 2/0 2/6 3/0 3/6 6/8 882 1100 110.0 1102 110.0 2/0 2/6 • i/0 3/6 •g/0 5116 • 3/0 3/6 7/0 88.2 1102 710.5 1100 110.0 709 1100 110.8 1003 1120 709 1102 110.0 108.3 410.0 MS Imo • • •150.0 • 81� • •1W* •1129 • 88.8 588 1100 110.0 83.8 1100 50.4 1009• •1�00.1 •71.1• 50.4 849 100.8 1109 1100 4100 71.7 1100 1100 1109 2/0 2/6 3/0 3/6 7N 84.0 110.0 • • i'4 �t101= • ;40 41109 673 1100 • 0100 005 21 87.2 110.0 1100 002 1000 860 110.0 • ¶e4' • 71L • •1P • 520 1104 1102 729 1100 48,0 810 1100 882 1102 48.0 960 1100 522 110.0 2/0 2/6 3/0 3/6 7/8 784 1100 1102 1102 1100 2/0 2/6 9/0 3/6 716 78.4 1109 1102 1102 1102 827 1100 1108 892 1100 827 1100 1150 80.2 110 . 52.3 104.5 1100 74.9 1100 523 184.0 4502 74.3 110. 448 892 110.0 833 110.0 44.8 818 110.0 83.7 1102 2/0 2/8 3/0 8/0 739 1160 1100 1045 4UL 2/0 2/6 3/0 8/0 735 1103 1102 1045 1120 888 1102 110.0 83.6 1100 189 110.0 1102 839 1102 492 080 1120 88.7 1109 49.0 280 110.0 817 1100 2/0 2/6 3/0 9/0 873 1100 110.0 822 1109 2/0 2/6 3/0 9/0 883 1120 1102 688 1102 523 1045 1180 74.3 1100 523 1048 140.0 74.4 1100 43.8 57.9 1100 81.0 1109 43.0 87.1 1082 012 1109 TYPE le- ANCBORSI 1/4° TAPCON$ INTO WOOD STRUCTURES 1 -3/4" MIN. PENETRATION INTO WOOD THRU WOOD DUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'- 1/4° TAPCONS DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY EDGE DISTANCES INTO CONC'Htlt AND MASONRY 2 -5/B° MIN. INTO WOOD STRUCTURE 1° MIN. STEPS TO USE CHARTS; 1. SELECT TYPE OF ANCHOR. 2. FOR SIZE OF UNITS DETERMINE ALLOWABLE LOAD CAPACITY. THIS LOAD CAPACITY MUST MEET OR EXCEED DE54054 41252 LOAD REQUIREMENT DETERMINE W STEP 1 OF SHEET 6. MISSOCIIMPOEVRO a1R4lap4 �0 2 .ol FOR SIDEUTE AVG. PANEL WIDTH - 00R PANEL + FIXEO PANEL 2 • • ••• • • • .•• • •• • • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• ma_ CORNER DETML CORNERS TO BE SEALED WITH LOW MODULUS SILICONE SILPRUF OR EQUIVALENT. PANEL CORNER DETAIL • • • • • • •• • • •• • •• • • • • • • • • • • • • • • • • •• • • • . • • • • • • •.• ••. ••• • ••• • •• • • • •• •• •• • • • • • • • • • •• • • • • • ••• •• SILL CORNER DETAIL SILL CORNER DETAIL Engr. 9R. Summeow FM100Q SIRI.CIUSES FlA. PE / 18.157 :.. {i ©1 $V 6 20 drawing no. W98-01 (sheet 7.1of 7 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25 Street Miami, FL 33172 SCOPE: MIAMI -DADE COUNTY, FLORIDA MEIRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.aov/buildinecode 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 giiality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 238 Outswing Aluminum Casement Window — L.M.I. APPROVAL. DOCUMENT: Drawing No. W98 -100, titled "Series -238 Aluminum Casement Window, sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 & 7 of 7, dated 12/04/98 with revision E dated 08/25/08, prepared b PM • Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami`Dadt; Coudt%Pfgduct Control Revision stamp with the Notice of Acceptance number and expiration date b RVliami- Dade• County Product Control Division. • • • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •••••• LABELING: Each unit shall bear a permanent label with the manufacturer's name 'VIM: city, state dfld following statement: "Miami -Dade County Product Control Approved ", unless otherMse•noted hereem. RENEWAL of this NOA shall be considered after a renewal application has been Med And there•has been no change in the applicable building code negatively affecting the performance of this prod) ct. • TERMINATION of this NOA will occur after the expiration date or if there has bee$ A revision o� cfiauge • in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endoisement 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 and renews NOA # 08- 0915.05 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. _ The submitted documentation was reviewed by Manuel Perez, P.E. • NOA No. 08- 1910.02 Expiration Date: October 26,2013 Approval Date: December 11, 2008 Page 1 • • • •• • CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98 -100, titled "Series -238 Aluminum Casement Window, sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 & 7 of 7, dated 12/04 /98 with revision E dated 08/25/08, prepared by A1- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test report on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum casement, project -out and fixed windows, prepared by Hurricane Testing Lab, Inc., Test Reports No: HTL- 0080-0301 -07, dated 09/21/07 for specimen A & B and HTL- 0080 -0905- 07, dated 10/12/06 for specimen B & C, signed and sealed by Vinu J. Abraham, P.E. 2. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc. Report No. HETI -08 -2143 dated 06/27/08, signed and sealed by Candido F. Font, P.E. 3. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94.• along with installation diagram of an aluminum casement windostopfeliared 1 . Hurricane Test Laboratory, Inc. Report No. HETI -07 -4298 dated■Oi1.W08, stgnoci' and sealed by Candido F. Font, P.E. • 4. Test report on: 1) Air Infiltration Test, per ASTM E283. • "" • 2) Uniform Static Air Pressure Test, Loading per ark E33d..... 3) Water Resistance Test, per ASTM E547/E331...•„.• ..;. along with marked -up drawings and installation diagram of an altrin casement window, prepared by Fenestration Testing Laboratory, Inc., Test keport No(s)„- 1003, dated 10/14/94 and FTL -1041 dated 10/14/94, signed and lealedby Yalnil Kuri, P.E. (Submitted under previous NOA# 01- 1002.03) • • "' • 5. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of alum. fixed, casement and project -out windows, prepared by Hurricane Test Laboratory, Inc. Report No. HTL- 0080-0303 -96 dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under previous NOA# 01- 1002.03) E -1 Man Product Control NOA No. O: -,, 2 Expiration Date: October 26, 2013 Approval Date: December 11, 2008 • •• • • • • • 1 • • • • • • • CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of alum. fixed, casement and project -out windows, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL- 0080 - 0303 -96 dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (For reference only). (Submitted under previous NOA# 06. 0829.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2007, prepared by A1- Farooq Corporation, dated 08/23/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. 2. Notice of Acceptance No. 08- 0520.08 issued to Saluda, Inc. for their "Vanceva Composites Glass Interlayer" dated 07 /17/08, expiring on 12/11/13. 3. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNEmmoigs &+,•kria for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring 5;014 4/12, . • • • • • •• F. STATEMENTS 1. Statement letter of conformance, dated August 23, 2008, signed aiftf Molted bj • Humayoun Farooq, P.E. •••• • yo arooq, •••. •• 2. Statement letter of no financial interest, dated August 23, 2008, s and seiigcl l;y Humayoun Farooq, P.E. •••••• • 3. Laboratory compliance letter for Test Reports No. HTL- 0080 - 0301:01 and MTI1. 0080 - 0905 -07, issued by Hurricane Test Laboratory, Inc., dated Q.ug& t 8, 2008, signed and sealed by Vinu J. Abraham, P.E. • • • • • • • • • •••• • • G. OTHER 1. Notice. of Acceptance No. 08- 0915.05, issued to CGI Windows & Doors for their Series 238 Outswing Aluminum Casement Window — L.M.I., approved on 11/20/08 and expiring on 10/26/09. Manue Pe Product Control F NOA No. 08- Expiration Date: October 26, 2013 Approval Date: December 11, 2008 E -2 0�1 • • • • • • • • • • • • • • • • GENERAL WINDOW - .ECTjONS 7_x NGE FRAME WINDOW WIDTH VENT WIDTH RAN -2' D.L OPG. N•-7° SNUBBER TAT IMPACT WDmpWS ONLY FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. EXTERIOR 24° MAX. T1P. AT HEAD /SILL •WY. HEIGHT 42' or LOCH POINTS 4 TYPIATION (FLANGE FRAME) FOR MULLION /MULTIPLE UNITS, REFER TO SEPARATE CO MULLION N.O.A. INSTRUCTIONS; USE CHARTS AS FOLLOI4S. DE) NE DESIGN WHO LOAD REQUIREMENT RASED ON W %MOT , ERDG. HO0448. WINO ZONE USA APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEETS 3 AND 4 FOR CESION LOAD CAPACITY OF DESIRED GLASS S17E%1?PE U914G CHART ON SHEET 6 SELECT ANCHOR OPTION NTT, PESOS RA7TAHi RCM THAN OE SIGN LOAD SPETSF100 IN STEP 1 ABOVE. STEP 4 IF AUARMAI BUCK SYSTEM 6 USED USE CHART ON SHEET 7 10 DETERMINE CARPORT. STEP 5 171E LOWEST VALUE R0SU14840 FROM STEPS 2, 3 AND 4 SHILL APPLY TO ENTIRE SYSTEM. •• ••• • • • • • • • • • • • •• • • • • • • •• ••• •• • ••• • • • • • • • • ••• • • • • • • • • •. • • MEM THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREICHTS OF THE FLORIDA 00111DBYC CODE 2004/2007 EDfl10N INCLUDING HIGH VELOCITY HURRICANE ZONE (HYHZ). wow �must BE ANCHORED PROPERLY TO TRANSFER • E BY t RE. INICNOR9T347*�L. BT!AS USTED, SPACED AS SHOWN GN DETAILS. ANCHORS E T 1! EvroeirEIVAL swim 8E KYOTO WALL ORES 4G OR STUCCO. ANCHORING OR LOADING CON0171ONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LAD DURATION INCREASE G USED I OE90N OF ANC140405 INTO NOD ONLY. ACT WITH MATERIALS LOTTED TO S1EIDVIETAL swats, THAT COME INTO MAT'EtIALS SHA1. MEET THE REW>.NLS •2004200{ DT6DA . CODE SECTION 2003.8.4. • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • THESE WIDOWS ARE RATED FOR LARGE TALE IMPACT. SHUTTERS ARE NOT REQUIRED. INDOIRICT MEMO mcc_ Collo TTb 12 dru•&rog W98 -1 GENERAL WINDOW SECTIONS; EQUAL LEG FRAME MAX. TYP- HEAD /SILL A D AT T IMPACT OLNIENS QTLY FOR GLASS TYPES, ny D REFER TO 3!4' VENT WITH SHEETS 3 AND 4. WINDOW N KO EXTERIOR 2 t /x' MAIM MULTI POSIT LOCK BY ^MUTH' ALT. TO CAM LOCKS •V • • •• • • • • • •• • • • • • • t r f •• • ••• ••• ••• • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawing W98 —'1 1.1oT CORNER KEY CORNER KEY .000 THICK ST, STEEL .082 THICK ALUMINUM VENT 5 /10 LAM. GLASS) VENT (INSUL. LAM. GLASS) ALL FRAME ATV VENT COMM TO SE MUM/ WITH 02 SILPRUW OR EQUIV. 1A 02-%7 4 EQUAL 4.20 55414E 2 (xX -378 VENT (5/18' LAM. CLASS) VENT 014542- LAM. LASS) VENT (7 /18' 4142. GLASS) © 0 OGEE MASS° READ 2003 -T8 ONDW( OR EQUIV. 2083 -T8 MALE* OR EQUIV. 8057 -T0 MOLEX 08 Eqs. 8083 -19 IMMIX OR EQUIV. 8023 -T5 04MLEK OR EQUIV. 0083-15 ROAM OR EQUIV. ALW181W - 35- 10-00 -101 VETE( WISATHERSTRWINVO a ENR 12NC,E. AT TOP AND SOTTOY FATE MOUNT LACK .•-L347 VENT (7 /16° LAM. GLASS .754 TRU06 ATTACHED W/ (0) /8 X 3/8' SS SMS TRURi, ATTACNEO W/ (2) 18 X 3/8' SUS 23 -20-00 -101 30178 110 TRICK LOCK KEEPER, AT FRAME JAYS 540010 LOCK 1 OPERATOR TRAGIC CORNER MIME AND 54T AMY SCREW STEEL 081, /MOM W/ (2) $10 X 3/8' SS SMS STEEL TRUTH. ATTACHED W/ (2) 18 8 3/8' SS EMS STEM. TYRU(N. ATTACHED W/ (2) fa X 3/8` as SOS ®T0 X 1 -1/4' SS 5M5 •• • ••• • • • • • • • • • • • •• • • • • • • • • • •• ••• •• • • • •• .BTi CGl --375: OGEE GLAZING STOR —I .783 CGI -386: SQUARE GLAZING STOP 1 • ••• • ••• ••• ••• • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • droving no. W98 -10( 3116° ANN. GOSS .40 SAPID( P18 8Y 'SOLUUA' INTWt1AYFRS .075 VANCEVA 9002.72590 'SCUM' .090 SOITRYGXA5 PLUS EN 'OUPONT" 3/16' ANN. MASS 7/16° NOMINAL GLASS TYPE '3' 01111 995 3/18' 14017 EMEND 31A95 090 SAFLDI P65 SY '501.1.1174' INIERI.AYERS .075 VSNIC£VA 50ORAOlASS 8Y 'SOUIIWA' .090 550740.72 PU15 5'f TRIPONr 3/18" 112AT STREN'D GLASS 111111w4 ? 4IP 7/10' NOMINAL GLASS TYPE '8' NW� IOW 098 PERFORMANCE VALUES OF IMPACT ON 911170075 WES 10 670M6 9 7.161 7 CANT WINDOWS t6070S PERFORMANCE VALUES OF IMPACT I001ISTANT WINDOWS NO SWIMS MUM RbIII 70 SSMS 6 0601 7 KG @ECW. 4 39 OEMAGS MU= Fes! 969101410N 10500W DIMS. 17A93 TYPE '2' GLASS TYPE '8' WAS S TYPE '8' WISDOW DIu. GL988 rum $' CLASS TYPE 'S' 01498 TYPE '8' WIDTH HEIGHT ' M= =MIMEO C311133 i %toTH F1ElmYT 1 C3RO E F7Q. (+) 11'17. (-} 1080 20" 24° 28° 30'•a6G. 32° 38' 40' 42' 38' ECE1111110E11111111211E111 NEM 111E331 20' 24' 20" 30'���1.�•1••!��P.�1!}!�N..,•..'A• 32' 88° 110.0 IIEEN •l[.� 120.0 ®ii iE7,.1♦ 110.0 120.0 111 1 1 198.0 '1 1100 1200 larrIll �!P�6!•� ^,�1�1=�!1r�:� 66uca1 `1200 110.0 1200 121.4 �■�4!�1 SiG IIIIIE 1111171 120.0 110.0 120.0 107.9 ,�!1•iA2:�1�!!��� 110.0 198.0 20' 24' 28' 30' 32° 72' 88.4 86..4 110.0 1980 1104 1200 �tiiO1��:•��11}C,�1i���� 11 1023:120lS1�il�11�>�>S�!� 1104 �►�}}� >f4 MIEE:t116{.�al1l!�.� 88.1 58.1 110.0 1200 110.0 120.0 48.8 48.9 110.0 120.0 110.0 120.0 20" 24' 28' 30' 32° 38" 40° 42' ♦2, �114wi�20i'r: 11111111111=111111MEIMI �1 �!� 460 480 110.0 120.0 110.0 120.0 43.6 43.6 110.0 120.0 110.0 120.0 1��•61!�!s!1� 1210 21" 24" 28" 30' 78. 11�1�� 1100 1200 1100 1100>fii:1! ��-,'� 1100 120.0 104.1 104.1 IEEE EMI LIM 38.1 38.1 110.0 120.0 110.0 120.0 & 824 1100 1 - - 1100 120.0 Iwo 120.0 1100 29' 24° 28' 84 41.2 41.8 110.0 120.0 110.0 120.0 IEZEINEMIMEINI - 0 1080 34.8 34.8 110.0 121.0 110.0 1200 20' 24' 28' 30' 32' 38' 40' 42' 110.0 1481 1100 110.0 - - 110.0 120H 1100 121.4 110.0 19.111M1 1100 185.0 19 -1/9' 28 -1/2' 37' 42' 110.0 195.0 110.0 195.0 110.0 185.0 n�e��n 1I!111�0.•.0!� IMI 12.0 195.0 1�9�5!6.0!•• 110.0 198.0 1�Nia�1I IEXIIIEMIII11�!1}T1l1Z" 111n 1200 11M !!1!�1• 11,..•,a1r+d� 1104 108.0 1� EON 120.0 110.0 1050 1020 18 -1/9' 26 -1/2' 37' 42° 3/8 , 110.0 110.8 110.0 1990 110.0 185.0 728 1100 1200 NEM �.� �!�.' 10 11"� 1202 E.."!� 1200 110.0 110.0 185.0 110.0 195.0 r'.�i X13377.55 184.8 110.0 120.0 20' 24' 28°�111•��11���1!� 30" 32" 38' 40" 42' E5EIMEI ii�f1.�:::!�N�IL::L11�.1��' 111::�0161��:6!1�1■..... I� � IEEE 1950 K".. 'ss:m �1!�!i��1:'i = 120.0 1100 120.0 i9 -1/8' 28- 1/2'5/q' 3T • 4r• • • • 11111111103111:11M11111=31 11 1 +,• 1090 1100 1204 1100 188.0 S211111+r+'1f11�M31 cr. 80.9 EMI 1210 �®eF!�"!4!4� Imo 161 IK 110.0 120.0 IF 110.0 120.0 1 � KIM 110.0 1 19-1 = • 28 -1Ar. • y. • • • 663'0 • • rs+'+ 1��'r 91$., srr7��rf�� aa:.tia 1/00 105.0 EmillEnil 1 �1�` ,10.0 Brim 1/00 [��!�!� 110.0 120.0 128.0 �� �_1S.�� 66Fwtil �,.'c^ aPPM14A"'•- R'SK/N:wN •�!� 1{L�L 110-0 1200 29" 26' 30° 72° 3,1' 8Q' 1111:111111=141. RUIN °L�..'� 110.0 ��*6!••Ai1:'a BEG:N 19'1 ' • 28 -1/2' 74 -1/6° 1 1100 1210 110.0 111233111111M1111 MI BETE 110.0 121.0 EcjimEll 1100 120.0 110.0 N 1290 • • • • LOAD'7Jt Me • • • • • • +10141.0. - 1200 PSP•m 18.34 SO. FT. • • • • +10.0.0- -195.0 PSF!= 10.00 SO. FT. EXiii® 110.0 1200 EMI 0 72.8 1104 12.0 �� �`X 11191112E11111111111 120 I NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 9.197 OH. // 0016100 SCAN 7976 _SEP drawing 00. W98 -101 3of 7 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 1 1/8" 100P. MASS NR VACS 1/9" ANN. 01AS3 .090 508102 Pt41 BY ' UT7ti 011EIaAYER$ L. � .075 7897CEI8 510 ASS 8Y 'SOLUIIA' 490 SEARRYGIAS PLUS 8Y 'DUPONT' 1/8" A154. GLASS 571 GE -1i 10V 895 BDV 899 3/4" 1NSULATEA GLASS TYPE '2A' /8" TEMP. GUM 6181 SPACE 7 /8" TEMP. GLASS .090 3801.E11 788 BY 'SOLUIIA' 8412 5.475RS -1- .075 VANCEVA 5TORMLSA5s 8Y '5007158' 490 21.819 6Y.AS PLUS BY ‚DUPONT' 1/8" MP MSS 3/4" INSULATED GLASS TYPE '3A' SIL1C0 1;E -1200 0 DAV 493 DOW 899 PERFORMANCE moss 017 WALT 905287ANT 9180080 93 968110 MUM 501819 90E19 8 16095 7 FOR 0004.11A71099 5082 PER0OREANCE VALUES 02 imp ACP R3380+1INT 11114130173 NO 910880 MUM REM 70 847819 6 15051 7 FOR 150301100 787819 989009 0188. 01.4138 WI% ' 62 00488 288 061 919509 DIM 016188 TYPB '24 461498 28p2 '98' MOTH NEWT E1I1. ( +) 101. ( -) EX1. ( +) 151. ( -) MOTH 14ao r at ( +) ANT. ( -) ea. ( +) 187. ( -) 20.. 110.0 184.3 110.0 195.0 20" 50.7 88.7 1704 150.0 24° 170.0 181.9 110.0 195.0 24" 73.4 73.4 1104 7204 28" 110.0 1398 110.0 195.0 28' e9° 84.2 84.2 110.0 120.0 30° 1104 129.8 110.0 190.0 30° 80.0 80.8 170.0 118.2 32" 35" 110.0 121.4 1110 195.0 32' 57.5 57.5 110.0 112.2 ,18" 101.9 107.9 110.0 1934 20" 88.4 85.4 110.0 120.0 40" 97.1 87.1 110.0 120.0 24" 591 55.1 109.3 109.3 42" 92.5 929 1104 720.0 28" 72" 40.9 48.9 98.3 98.3 20" 110.0 1895 110.0 1950 30" 48.0 48.0 09.8 89.8 24" 110.0 1390 110.0 795.0 32' 434 49.8 85.0 80.0 28' 710.0 118.9 110.0 195.0 20" 32.0 52.0 101.3 701.3 30' 110.0 111.0 110.0 195.0 24" 78" 43.8 43.8 85.4 85.4 32" 42' 104.1 104.7 110.0 720.0 E' 38.1 38,1 743 74.3 38" 92.5 928 1104 120.0 20' 41.5 41.5 80.8 804 40' 833 83.3 1104 1200 24" 84 34.9 34,9 98.0 984 42° 79.3 793 110.0 720.0 19 -7/8" 110.0 195.0 110.0 1954 20" 110.0 145.7 110.0 195.0 28 -1/2" 28' 110.0 203.0 110.0 155.0 24 110.0 121.4 110.0 109.0 37° 110.0 145.4 110.0 195.0 28" 104.1 104.1 170.0 120.0 42" 110.0 128.1 710.0 195.0 30° 97.1 97.7 7104 120.0 79 -1/B" 110.0 180.9 110.0 158.0 32' 48" 91.1 91.1 110.0 120.0 28 -1/2" 38-3/8" 1100 137.8 110.0 195.0 38" 80.9 10.9 110.0 120.0 37" 9E5 09.5 110.0 120.0 40' 72.8 72.8 110.0 120.0 42" 09.8 88.8 110.0 120.0 1 42" 49.4 89.4 110.0 120.0 10 -1/8" 910.0 144.5 770.0 799.0 20° 110.0 728.5 710.0 195.0 28 -1/2" 50-5/8" 09.7 1043 110.0 105.0 24° 98.0 107.9 170.0 198.0 37" 74.7 74.7 1700 1204 28" 92.5 52.5 110.0 1380 47" 88.8 984 110.0 120.0 30" sr 84.4 89.3 710.0 120.0 19 -1/8" 98.7 104.2 110.0 195.0 80.9 809 110.0 120.0 •4198 0177.5 010,0 1 12061 33" 29 -1/7" 8311 • 38' 71.9 71.9 110.0 120.5 37' -��. tt 0 • 1 ,0 t 40' 84.8 84.8 1700 120.0 18 -1/8' N. •83.0 • 1160 •9380 42" 81.7 81.7 110.0 120.0 29 -1/2" 74-19 • "�" f• 20' 98.8 112.5 110.0 195.0 • • 24 85.8 95.4 110.0 1204 LOAD /AREA LIMITS 79.7 83.3 110.0 729.0 28' FOR +110.0, -120.0 P$F = 16.34 SO. FT. 30° 73.2 77.7 1104 120.0 •F� 1010: L195.0:PSF "! SC! 1!'t 32' 70.2 729 170.0 120.0 • i_'_" • • • • • • • • 38" 84.8 94.8 110.0 120.0 • • • • • • • - • • • • ••• • • • NOTE: GLASS CAPACITIES ON 71-1IS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC, GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 wionziosturnsaw FUi 9 7 t1AY. SEP 12 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawing no. W98 -100 •Mee 7 t 4af SEALANT .L, V0L _ a04. TYPICAL ANCHORS SEE ELEV. RIR SPACING SEE SHEET 8 FOR GROIN SEALANT elk 2-1/2. IOI. gjSTALLAT1ON TYPJ sO0D 1W '1' MM.: PRESSURE TREATED I.210-11621.1,NICILDEDIL SINALEDIlli-glIEVILSati= TYPICAL ANCHORS SEE ELEM. FOR .SPACING SEE SHEET 8 FOR LOTION FOR ANCHOR PERFORMANCE VALUES SEE SHEET 8 AM' WOOD BUCK TYPE '2' AM,: PRESSURE TREATED TYPLCAN INSTAL Aiicw AN, ON ALL FOUR SIDES /USING Yi001) OPICAL ANCHORS SEE ELEV SPACING SEE SHEET 8 FOR DESORPTION 1 WE' SEALANT -71!1 RUIX( atstxuAncx BY GTH6 INSTALLATION TYPE '3 WOOD BUCK TYPE ARE TREATED TYP CAL tNSTAI 1 ATI0N DETA& ORAL FOUR SIDES/USING WOOQ DDCH INSTALLATION LTY OTHERS INSTALL ATKM1 TYPE '4' W000 BUCK TYPE '4' . EM,: PRESSURE TREATED 11137 L IwST LPII IM ZH, ON ALL FOUR SIDFS/USiNfi WUOD ALUM CHA J. • •• •••• j • • • • • • • ••• • 3/4' X 1' X 814' X 1/8• • • 2-1/2' MD • • AT ANCHOR LOCATIONS • l'', ry WOOD BUCKS NOT BY CGi CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE IUgMO STRUCTURE. • • • • • • • • • 0 • • • • • • •• • ••• ••• ALT. R ICp • • • • • • - • • • • • ••• • • • • • • • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • ••• • • • • • •• • • ••• • • • •- • TYPICAL ANCHORS SEE ELEA FM SPACE* SEE SHEET 8 FOR DESORPTION 419211011 -1X1 liECALSIIRUCIIIRES TYPICAL. ANCHORS SEE ELEV. FOR SPA NG SEE SHEET 8 FOR DESCRORION ATTA4HMFNT To J/- ca mnutroa FARM CAN. � law SEP 1 E 2 • (, /.....�..< y uN 1 AT 1 8 1 drawing no. VY98 -100 (sheet a of 7 ) •,. Q • . TYPICAL ANCHORS SEE ELBE FOR SPACRIC SEE SHEET 8 FOR DENM PTION r- 2 -1/2' MN. INSTALLATION TYPE, 'I' 3/5' 2 I/8' WOOD BUCK TYPE ATMs FRIG TREATED iYE' INSTAL AT70N SEM. SIN.ALLIQULSIEWSING.ACQR FOR ANCHOR PERFORMANCE VALUES SEE SHEET 8 I= TYPICAL ANCHORS SEE FOR SPACING SKEET SEE SHEET 8 FOR DESCRIPTION 2 I/8' MIN. 1° MN. 2 -1/2' MuL INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MEWL: REWIRE TREATED 1:12101110EELIADMUCAL ON ALL FOUR SIDES /USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 0 FOR DFSCI6PIION 1 3/6' TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 2 7/8' • .R ° IMO( C NSTAUA1loN BY O1* �, a .. fD1CK ENSTA1IATifDf sr OIT,FJiS INSTALLATKIN TYPE '3' WOOD BUCK TYPE '3' JIM& PRESSURE TREATED TYPCCA ALSTALIM1ON DETAIL ON ALL FOUR USING WOOD WOOD BUCKS NOT BY CO CORP.. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO NE BUILDING STRUCTURE INSTALLATION TYPE '4' 2 1/8' MM. WOOD BUCK TYPE '4' JAI PRESSURE TREATED •• •• • • • • • •• • • • • • • • ♦T Y%At INSTLLATION_ DETAL • • • • n W �j . 'gj SIDES /USING WO OD • • • •• ••• •• • • • •• • ••• • ••• ••• ••• • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• • •• • • •• . • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR OESOmPSON METAL MUCNRES ATTACHMENT TQ idERLIERISMES TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR CESCI6PVON JU--- EIMME11122 APPROVED MULLIONS '(l:np: nR. 1121106fili FAtI 41-7111 26WI S r P 2 2 200a PRODUCT DEVISED Ricampliimis65 MOM** Gahm Cola zgotworde 0 js ae i iLL p-- t 4-s dre•ing no. W98 -100 (fit5.1o7l ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ■• w• • • • •• 00 •0• • • • 0041 • • (({ J PERFORMANCE 32 INSTALLATION REFER TO SHEET 8 FAR 8 ;� PffiiF08NANCE VALUES OF FOR ANCHORS REFER TOSf� i7ETi169 &NORM 11/0 8E1A2 CUP MOODS WITH 1311P69 CIA, 919901/ 9189. ANCMO88 9/0 919318 CUP ANCHORS 91T8 96989 CUP AT 17. O.C. AT ur O.C. AT 17° O.C. AT to- O.C. ® ii !g h ]VS 1O 0 1 eeeiii SSS ■ MOTH HE10Nr FXT.( +)/INt() EXr4+)/5114-) ocrd +)JPnd) ex9d +)/90( -) 20° 24" 25° 30° 32" 311° 40* ar 195.0 195.0 1920 195A 19-1/8° 20-1 /a" 3r 29' 1920 168.0 19.0 105.0 195.0 195.0 tea0 195.0 199.0 199.0 190.0 195.0 923 1954 137.1 182.9 192.0 1850 143.7 143.7 180 1930 1211.0 1 7 19 -1 /8" 28-1 /9- 37° 38 -3/8" 1990 1980 1984 195.0 168.8 19531 120.0 MAO 1422 191.2 165.0 13149 181.3 150A 1950 1057 138.9 192.0 97.4 120.9 135.0 150.0 98A IMO 99 -t f9 28-1/9- 37' 30-5f8• 105.0 1950 190.4 1950 128.9 171.4 91.4 121.9 1933 195.0 137.4 171.9 zo- 24" 213. 32. - 40" 195.0 195.0 104.8 195.0 138.4 1730 0B.4 123.0 1929 195.0 137.1 182.9 78 -1/8" 28-1// 3T' 83" 1850 1950 193.0 109.0 1853 ___ 11.11211111111=Mitailll �'�• IllatEMIIIIIEM11 MA ° 1175 155.3 1990 110.4 193.2 1403 111.0 104.0 721 138.4 12/,9 19 -1 f8° 28 -1/2" 74 -t /4' 1960 195.0 182.1 150 1019 194.9 195.0 117.1 197.4 20.3 109.7 CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (308) 893 -8890 FAX. (309) 893-6592 24" zo- se 32" 40" 42" TYPICAL ANCHORS; sEEv. FOR SPACING 1/4° DIA. KWIK -CON 4 BY }IILTI" 1CO. F7.157 00 1 195.0 180.0 195A 1923 195,0 137.1 171.4 107.0 195.0 128.0 1 0 ty R 195,9 195.4 120.0 1500 135A ' 98.0 120.0 123.6 190.7 91.4 114 (rumt03 t /4' DIA. ULTRACON BY 'ELCO' (FO= 1(81) 177 1(•. FJ "159 20" 30' 32° 38" 42" 54° IMO U15.11 1X).7 1950 19837 if u,i 1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN EMBED INTO CONC. OR MASONRY 192.9 150A i95.0 1133 170.7 150.0 195.0 1057 180.0 133.3 ® Map:J Ma „ 120.0 180.0 1953 128.0 114.3 171.4 es 121.41 / g R 20" 24° zo• 34e r 39" 1955 195.0 153.8 195A 11 (0119fE 2 CRS) 1880 185.0 128.0 192.0 INTO M AMI -DADE COUNTY APPROVED MUUJONS (MIN. THK. _ .090' INTO METAL STRUCTURES 1543 195 109.7 184.8 144.0 1990 1024 153.8 8181 ffi F/0 9�:;o CL aNCeOHS wig 971@.810 cup STEEL : 12 0A. MIN. (Fy m 36 K5I MIN.) �" `' 11111:311111111=1.1111=1111.111)=.1 1 � I...'R'�I.,,' -.1� ALUMINUM : 1/81 THK. MIN. (6083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) YA1Sau k11_ NANL_ 20` 26" 30° 32' O 1111111119111111111=11111111110=1111111CCIENII M INTO CONCRETE AND MASONRY 2 -1/2° MIN. INTO W000 STRUCTURE = 1° MIN. INTO METAL STRUCTURE m 3/4° MIN. • • ••• • • • • • • • CONCRETE r9 ® P51 981. MASONRY fm ®1600 Psi MIN. • • �- 16x.9 �m'» 114.3 ___ r ,�§ e 6 103.0 100.0 0 w i .--, t «....,.._, g • • • • • •• ••• •• • • • •• 4141• • 41.41 ••• ••• • • • • • • • • • • • • • • • • i • • • • • • • • • F,ngr o9. RUCIU we rAR% Fta eaN. SEP 12 .1. tA 4,," ..1, tea s9 ® W98 9 100 20" za a9- a4° 195,0 195.0 1889 ® 117.8 1793 1093 18.50 ( 6 a 7) .• •• •• • •�• •• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ■• w• • • • •• 00 •0• • • • 0041 • • 9 • • ••• • • • 00. •• •0 • • • 410 •• • • • • • • • • • • 0 • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• • • • L dot 4004o) 1 * L -96M rou 8utweup 9 :--.,- 1os/0YI14 Di 1211 '0'0 .90 I§ u1 9 1V 1109 '0'0 .LL 5 G� 0NV Mee MOW .9 IV 8 0810 411 0,1g k ?US /OV�i 18 7NR '0'0 .9Z N93 V19 via 90t1µ, 1950.0 1191 '1m 91 -0809 •• • • •• • •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • ••• ••• ••• • ••• • 81 -0909 ••• *I. • • •• ••• •• • • • • • • • • • t - • • • •• • 0 r� r • • • air • • • -a9 • ••• •• "t 1. '_ ' Tw n� N T *91 .71E Saitt31111S 0008 M0 8090 00oM A9Z S911V1' 1Y '009 '3'0 .01 GR 5coa 902Li .9 1V S8S 41/ a .A 8 O 591909 310901ddV N3f801 390 20106k *0008 Hai 9 101441 a 013010 at eam 099 •t /t-PL .0/1-81 2001 0.011 .OL .0£ O'OZt 29 .2/1 -90 0681 .0S At .9/1 -81 out .00 d£ 0691 ,9/6-00 AA-90 0E91 .9 /1-01. 2001 d0 0'681 .9 /e-8e .0/1 -9Z 0'881 .99 .0/1-81 0161 d£ MI .90 .0/1 -90 O901 .9/1.-81. (-4%00 114034 mom (+) '1103 '8290 *00104 99202320 NOT0'aT1V SN0 MOH s[llxua 01V 00 MYNA 3303030.41Ed 099 .9Z .0Z 9•0 C9t .OL .9Z .90 .00 4'99 Clot 0•89 .0S At 9'89 no .00 .92 rool .9z 2001 .00 zzlt .2£ Z'Btl .00 0'i .99 .90 0'021 .4Z Oft .00 0021 .9e 0011 • .Z0 0•001 .00 .09 .90 0 '001 0001 .40 oval .00 0001 .Z4 0001 .04 oron .99 OroZt .Ze 0001 *PC .00 0021 .9Z 0891 .90 0'981 �_.` .00 0•001 .Z4 um .04 OroZt .90 0•001 .2£ 0'601 .9* .05 0021 .90 2881 .90 2281 .00 O'8tt .Z4 2001 .04 0•001 .80 frau $. .Z£ Mt .09 01901 .9Z 0'981 .9Z 2281 .00 0'11 .04 0•001 .09 OZ91 .9e 0021 ,Z£ 4'981 .00 0•684 .90 0991 .4Z 2081 .00 (-).00 MOAN H10M (+) .. '91000 MONO* Sa003*0 NOunasNI 440118 wnemanle d0 =MA NaN9Aad •• • • • •• • •• .••• ••• • • ••• • • • • • • • • •••• • • • • MIAMI DADS BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25 Street Miami, Fl. 33172 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildingcode 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 Havwg Jurisdietipnr (AH)' This NOA shall not be valid after the `e tpiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M95 -13A, titled "Mullion Elevations and Details ", sheets 1 through 5 of 5, dated 11/25/95 with revision D dated 03/27/08, prepared by A1- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 Impact. Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatiyeiyaffecting the performance of this product. TERMINATION of this NOA will 00,00444041ip e,0`` itibn date or if there has been a revision or change in the materials, use, and/or manufactinitfthe: itddti rri1'`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. '.);hiq NQA revises.$nd renews NOA # 07- 0312.02 and consists of this page 1 and evidence pages E -1 and E,4 4 vQe1t a. a)3proval document mentioned above. '1;'1-14subiiitfe tdocumentation was reviewed by Manuel Perez, P.E. •• • • • •• ••• • • • • • • • • • • • • • •• •• NI •• • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• ••• • • NOA No. 08- 0331.07 Expiration Date: March 28, 2013 Approval Date: May 8, 2008 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M95-13A, titled "Mullion Elevations and Details, sheets 1 through 5 of 5, dated 11/25/95 with revision D dated 03/27/08, prepared by Al-Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS Ni-wfrg_ 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of aluminum casement windows mulled using a 1" x 2" x 1/8" aluminum tube mullion, prepared by Hurricane Testing Lab, Inc., Test Report No(s). HTL-0080-0105-08, dated 03/26/08 for specimens #1, & 2, signed and sealed by Vinu J.. Abraham, P.E. . • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC PA-202-94 along with marked-up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI- 96-525, dated February 12, 1996, signed and sealed by Hector M. Medina, P.E. (Submitted under NOA#02-123.06) 3. Test reports on: 1) Large Missile Impact Test, Loading per PA 201-94 along with marked-up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL-0080- 0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA#02-123.06) C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, complying with 1-13C-2004, prepared by Al-Farooq Corporation, dated 03/27/08, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. 00 ••• • • • • • 0* • • • • • • • • • 00 1,•• •• • • • •16 • 0•0 00 • • • • • • • • • • • • 0. • • •0 • • • • • • • • • • • • • 0 • • 0 • • • • • • • • • • 000 • 00• • • • • ••• • • • • • • • • • • • • • ••0 • • • • • • • • • • • • • • .0• 0• W • • •0 •• 000 • • • ••0 • • E -1 Manuel Pe E. Product Control E er NOA No. 08-0331.07 Expiration Date: March 28, 2013 Approval Date: May 8, 2008 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated March 27, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated March 27, 2008, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0312.02, issued to Construction Glass Industries for their Aluminum Tube Mullion — L.M.L, approved on 06/14/07 and expiring on • 03/28/08. •• ••• • • • • • •• • • • • • •• • • • • • • • • • • • .. ••• •• • • • •• • ••• •• • • • • • • • • • • • • • • • .• • • • • • • • • • • • • • • •• • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • E -2 Manuel Pere Product Control Ex NOA No. 08-0 .07 Expiration Date: ,March 28, 2013 Approval Date: May 8, 2008 sheet 1 of 5) 2.000 2.000 CUP ANGLE 6063 -T5 .715 1.875 L .125 �4A00� }---4.000 MULLION CLIP FOR 1BY TUBES CGI -383 6063 -T6 (ALT. TO 2 PIECE CUP) MUWON CUP FOR 2BY TUBES CGI -395 6063 -T6 (ALT. TO 2 PIECE CUP) °l� • • • •• • • • • • • • • INSTRUCTIONS; - USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STEP 2 STEP 3 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL. ••• • • • • • a • p USING GRAPHS ON SHEET 2 SELECT MUWON SIZE WITH • • •ter • 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED. • • • IN STEP 1 ABOVE. • • • • • • • • USING ANCHOR TYPES flN SHEETS 4 & 5, AND ANCHOR GRAPHS • STEP 5 ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE.. •• • • • • •• • • •• • avow • • •. ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • • • • • • ••• • • • M r<\ti111>>1 .srsr�ii�M� 4� Ii 2.000 " �I MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL, SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING ALL MULLIONS 6063 —T6 MIN, • RECTANGULAR ALUMINUM TUBE MUWONS USING MUWON PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A. LOAD DURATION . INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI —DADE COUNTY APPROVED IMPACT AND NON — IMPACT RESISTANT PRODUCTS Engi: DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE #15557 C.A.N. 38 PRODUCT REVISED edeeri1N tbe Florida Wolin nilteeptatace PIO Date V O Z or O m IX • 0 O 3 0o m co • Ez S O 4co E Y• z ' = ti 004 L: r- m 0 03 0 ELEVATIONS AND DETAILS z 0 3 N 0, Q� O W CO P') w NM,J, z� 0 0 a, O u, L 0 O 0 c m 4 0 0 0 M 0 U 0 N 0 O 0 N z • a 3 drawing no. M95 -13A ••• • ••• • • • • • • • • • • • • • •• •• ••• • • •• • • • • • ••1 • ••• • • •• • • • • • • • •• . • • • •• •1111 • • • • • ••• • •• •• • • • •• • • • • • • • • ••• • • • • • • • • • , • • • ••• • 3 • • • • • • • • 1 •• •• • • • •• •1 • • ••• • • 1 • • •• • ••• • • • • • • • • • • 0 z 0 Wi 4 1 z H a • • • • • . IN us MULLION LOAO CHART 1x2'xi /8' ALUM TUBE NO STEEL CGI1X2 MN M!!! m mom - ■m ■m ■ ■ ■ ■ ■ ■ ■ ■■ ra ■■t■■`, IMMUNE ■■■M■■,■ • 111M MINE MI .111 M ■I ■■SINN■■ 38 -'/8 NUL .MINIM M M MO =ME El 1511 II ME E ME ■ ■a MM \ El ■i■ M W MESS ■■ ■■ 'MI M EM MEE IN ■liMM M ■ ■ ■ ■ ■,. ■ ■ ■ ■■ ■ ■ ■■ AOMPOT OM ikIIIIIIiiUhI WEAN M WM Mtai ENE NOME ■■■'■■■■\■■ MEM ■ ■■■ ■ ME ■ ■M ■■ En ■M■■■E■ ■ ■ ■ ■■ 20 25 30 35 40 46 • •$5 60 65 70 75 TRIBUTARY WIOTH - 'INCHES MULLION.:. LOAD CHART B0 85 .a 2x4x EELS CGI2X4 �■N MN M!!! m mom - ■m ■m ■ ■ ■ ■ ■ ■ ■ ■■ ra ■■t■■`, IMMUNE ■■■M■■,■ • 111M MINE MI .111 M ■I ■■SINN■■ .MINIM M M MO =ME El 1511 II ME E ME ■ ■a MM \ El ■i■ M W MESS ■■ ■■ 'MI M EM MEE IN ■liMM E ■S►■ ■ ■ ■■ AOMPOT OM MI M Mtai ■■ ■ ■ ■■■ ■ ME ■ ■M ■■ En BEM MOWN= ■ME ■ ■MM ■ OM _. • • -Id •et• •a 4d • c• ct -,d -Id nd or ••• • • • • • • • • • • • • • •• •• • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • 5. MULLION LOAD CHART .4 1x3x1 /B ALUM. TUBE NO STEEL CGI1X3 MMBEM ■ ■ ■ ■\M ■■ UMMOMMEMMEEMM .a L'■'■,■■■■■■,■ ■■■■■M■■■■■INRI ILIIiiiiIIuIIi ■MM ■►N ■ \N■■■■■ L ■■►\ ■R.■, =2111010 „M'.■,.■,■■■■ MINNO ■ ■,N ■,. ■■ ■ INMEMM■! ■ ■■NI■ ■►a■■INN ■■►■■IN■ ■iN■■■■■■■M■■ ■,OOM■"■■ ■EN ■ ■M\■■■■■■■■■ N■■ \N■ ■■■■■■ 20 25 30 35 48 45 50 55 60 65 70 TRIBUTARY WIDTH - INCHES MULLION LOAD CHART 75 80 85 2x6x1/8 ALLAI. TUBE NO STEEL CG22X6 ammumWEMMEMMEM ■N.■E ■■„■■M■■ ■E■'■.■IMN■ ■,■ MUMUMEMMEMENM MMMEEMMEMMEME UMMMEMEMINEIMM ■1■►\■\■ ■7■■\■■ ■N"■■, ■L.■■ ,■ MMOINEMMOIMEMINMO M"■, ■ ■,■■,■■■ MMMIENINIMMEMINM MEEMI ■ ■INN ■WM ■EMN■ O■■sN■■► ■S\\ ■ \•■■\ i■ ■■►N■ \■iM■■\E■ ■■MM■E■ME■■■E ■■■\■■■■■\Mi■ ■■ ■ ■ ■N ■►NIMM- M ■■ ■■■ EEMME■■ 20 25 30 35 40 45 50 55 60 65 70 75 TRIBUTARY WIDTH - INCHES 80 85 tau- a mo MULLION LOAD CHART 28 26 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES GLAZING PRODUCT VEFMC.AL MULLION GLAZING PRODUCT W W2 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE HORIZONTAL MULLION ' GLAZING iii PRODUCT \�. GLAZING PRODUCT GLAZING PRODUCT WIDTH (w) — wT + W2 2 NOTE; MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION, BETWEEN WIDTHS ALLOWED) MULLIONS Engr. DR. HUMAYOUN FARCOQ STRUCTURES FLA. PE f 16557 G.A.N. 3538 mama ermati as complyteg aritSs ths Flerida W Co& �.• No Eseratza @late z I 0) 07 O D FAX. (305) 593 -6592 t 0 O. W m a "as 0 0 N 0 0 ,c 0 5 0 drawing no. M95 -13A (sheet 2 OF 5 ) Lx4x1/8 ACLU. TUBE NO STEEL COIL X4 MI • 111M MN M M =ME 1511 II ME E ME ■ ■a KM ■\■ \ ■iN NEMER ■i■ W MESS ■■ ■■ IN MEMEMEME, ININ OM MI MEM ■►\ ■ ■ ■■■ ■ ■ ■ ■ ■M ■■ BEM ■ME ■ ■MM ■ OM IN NM ME 02N1 EN ME 28 26 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES GLAZING PRODUCT VEFMC.AL MULLION GLAZING PRODUCT W W2 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE HORIZONTAL MULLION ' GLAZING iii PRODUCT \�. GLAZING PRODUCT GLAZING PRODUCT WIDTH (w) — wT + W2 2 NOTE; MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION, BETWEEN WIDTHS ALLOWED) MULLIONS Engr. DR. HUMAYOUN FARCOQ STRUCTURES FLA. PE f 16557 G.A.N. 3538 mama ermati as complyteg aritSs ths Flerida W Co& �.• No Eseratza @late z I 0) 07 O D FAX. (305) 593 -6592 t 0 O. W m a "as 0 0 N 0 0 ,c 0 5 0 drawing no. M95 -13A (sheet 2 OF 5 ) (sheet 3 of 5 ) • • •• • • • •• • • • • • ANCHOR LOAD CHART a ANCHORS TYPE A CGIANCA 1111111LIMERMENIII illiM ■l \1111■■■■■ LII►\11191 ■ ■! ■ ■ ■■ ►1�11i1l11 ■!11!!!■ RIMILI!�! �".Il!■■ ■ ■■ 1111111►111■1111■ ■1111 ■1111■! ■■!11■ ■■ 11;111111 11■■ \1111■ ``\► \!!!!!1111 \1111 ENVIMINUMMEIIII ■►01111111111 ►1111 11 ■►1111 \11 ►�•- ■■■►!\!■ \\._. 20 25 30 35 .442;14,45--i:513-, 55 60 65 70 75 80 85 TRIBUTARY Y WIDTH - INCHES ••• • • • • • ••• •• •r • • •• ANCHORS TYPE C OR 0 W1 • • • • • • • •• •• • • • • •• • • • • • • • • • m m ID m ANCHOR LOAD CHART 111111111►1 1111■■■1 11 1'." 1 ■1111■■■ i11.11111i \111\1 ■ ■ ■ ■ ■ ■■ 111111, IIKIi!■ \■ ■1111 11►! \t ■■ ■11131 \11■! ��11 ► ® \ ■ \�i11 \1111■■ ■'W ,RM, ■ �� ,I•■ ■11,.,11,1111111„1111 1111 \\1 \■ \011■ MEN ■■\►W111111 ►11\ ■►11 ■ ■■11�►111111► \1111\ ■ ■■■111110►«i1111.11 ■■!!■!!11A!\■■ ■■ ■■ 11■1111.111111 1111 ■ ■ ■ ■ ■ ■■■11!■ ANCHORS TYPE 8 CGIANCE 20 25 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES ANCHORS TYPE A,B,COR0 HORIZONTAL MUWON ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE . GLAZING \ i�J� ARODUC7 �..` VERTICAL z 0 ' MUWON GLAZING GLAZING a PRODUCT PRODUCT W1 • • • • • • • •• •• • • • • •• • • • • • • • • • m m ID m ANCHOR LOAD CHART 111111111►1 1111■■■1 11 1'." 1 ■1111■■■ i11.11111i \111\1 ■ ■ ■ ■ ■ ■■ 111111, IIKIi!■ \■ ■1111 11►! \t ■■ ■11131 \11■! ��11 ► ® \ ■ \�i11 \1111■■ ■'W ,RM, ■ �� ,I•■ ■11,.,11,1111111„1111 1111 \\1 \■ \011■ MEN ■■\►W111111 ►11\ ■►11 ■ ■■11�►111111► \1111\ ■ ■■■111110►«i1111.11 ■■!!■!!11A!\■■ ■■ ■■ 11■1111.111111 1111 ■ ■ ■ ■ ■ ■■■11!■ ANCHORS TYPE 8 CGIANCE 20 25 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES ANCHORS TYPE A,B,COR0 HORIZONTAL MUWON ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE . GLAZING \ i�J� ARODUC7 �..` ,,,■ETIIII = ' GLAZING PRODUCT °.! AANCHOR DETAIL #1 GLAZING PRODUCT ANCHORS TYPE A B. C OR 0 MUWON SPAN J TYPICAL MULLION ARRANGEMENTS • • • • • • • • • • • • • • •• • WIDTH (W) = w1 + W2 2 0 2 0 ID W 0 m ANCHOR L0A0 CHART ' 1111111111111111111 ,,,■ETIIII m ■11 \,1 \i ∎lam► ENZ 111111111M11111111111■111 .4 . ■ ■!\\!7\!II■11WO II IRIMIERIIMINI 111111111M1111111111 IMIL► IMILIIIMMILI 11111111 IN s ■11II ME 0.1111 ■■11IMMIII1111■ ■1111 ■11 ■ ■EMMA ■ ■!� t : ® ®.,1111 C I■ ■ ■1111 ■ III ■ ■■11II 20 28 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY NtOIH - INCHES ANCHOR LOAD CHART m N w m .0 a Q ID 0 111111 ■MINE ■1 li�tlii,•iiiil ANCHORS TYPE 0 CCIANCD ""„ ■■1111■1111■■■■ ►ll�ll! ■11`111111111111111 111111111■P •■■ ■■■ ►11It \IUME N■ ■ ■! ■■ i \111111! ■t ■■ ■1111■ SIIMINI 51■ ■�� ■ ■! ■■ 11111 1 ∎11111■ ■11!11■■ 11lI1■`iO11■■!11 ■■ RUNI\\M 1 ■■ ■ ■■■ ELVMERMEIMMIMINI �1\ \'11111!!! \ ■ ■11i ■11111' IMLI!!!1111 1111\ \� ►. \`11\`11■!■ ■■■`M■► \.1!1111■ ■■11►11 \1111®\11 11111111■ \■■!!�! ■! 20 25 30 35 40 45 50 55 60 65.. 70 75 • .80 85 TRIBUTARY WIDTH - INCHES NOTE; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 4 & 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS Engr. OR HUMAYOUN FAROOQ STRUCRES FLA. PE # 18557 CAN. 3538 PRODUCT REED esia• a v:.,_ _ .. 1013 V_ 1 - 0 O di 0 M O � og O dds Q • W l.0 0 Ztrit Q �3LL 411< ii Qwlgr 84 0 m z 0 J 38 ID 0 i-� n (-7 ID a 0 0 ,C CI t co m drawing no. M95-13A ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • •• • • • • • •4 • • • • 4 • •• • • • •• •4 • • • • • • • • •• • • • • • ••• • • • • • • • • • •• •• • • • •• • • • • • • •• • • • • • • ••• • • • • ••• • • • • • • ••• • • • • • • • •• • • • • i • • • • • • • ANCHORS TYPE 'A' 4/4" 0 TAPCON 1/ ANGLE 2 X 2 X 1/8" ALUM ANGLE j1 14 S.M.S. 2/ ANGLE -MUWON - MUWON 15Y OR 2BY WOOD BUCK. 2 X 2 X 1/8' ALUM ANGLE - 2-5/8" LONG MULLION 2 X 2 X 1/8" ALUM ANGLE r� 1.500 MIN. 0 0 • ••• • • • tP. • •• • • • • • ••• • • • •• • • • # 14 S.M.S. 2/ ANGLE NOTCH ANGLES TO MISS MARBLE SILL OR TRIM • • 4 a . • . w _ • PREP C�• • 8 h•• •••SILL • . • • • • • • ••• • • • .4 • •• • • • • • •. • ••• • • 44 . 4- 1/4" DAa TAPCON 1 -1/2' MIN. EMBED 1/ ANGLE 2X2X 1/8" ALUM ANGLE # 14 S.M.S. 2/ ANGLE ANCHORS TYPE '8' o• - MULLION - MUWON 2 X 2 X 1/ &' ALUM ANGLE — .2-5/8' LONG r r T 8 N Z 1.500 MAX. 4 TAPCOn INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY ANCHOR EDGE DISTANCES; INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 5/8" MIN. ANCHORS TYPE 'C' 2X 2X 1/8" ALUM ANGLE # 14 S.MSL. 3/ NG ALE /1110Vj 1 MUWON 2 X 2 X 1/8" ALUM ANGLE 3-5/8" LONG NOTCH- WOOD BUCK TD ACCOMODATE • CLIP -ANGLE TO MASONRY 1/4" 0 TAPCON 1-1/4" MIN. EMBED 2/ ANGLE • 4 CONCRETE OR NASONRY BLOCKS WOOD BUCKS NOT BY C.G.I. MUST SUSTAIN LOADS IMPOSED. Engr: DR HUMAYOUN EAROOG STRUCTURES FLA. PE f 18557 CAN 3538 PRODUCT REVISED sts catnittfats with the E1 le azddistrCarle Agr &?a.. t'.',2D/�'" MAR 2 7 2(08 i O 0 w w O t te G1- O c� 0a a OYowrmi 8 O 0- g o t- 1. •J o8d z rn z 0 tn z 0 1 w 0 NO CHANGE THIS a lo S 4 s drawing no. M95-1 3A (sheet 4 of 5 •• • • • • • • • • • • • • • • • • •• • • • •• • • • • • •• • • • •• • • • • • • •• • • • • • • • • • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • ••• • • • • • • • • • • • • • • • • • • 4 • • • ••• • • •• •• • • • •• •• • • • • • • • • 110 •• • • • •• (sheet. 5 of 5 ) •• • • • • •• ANCHORS TYPE 'D' TUBE MUWON 1X2, 1)(3, 1X4 TRIM WOOD BUCKS TO INSTALL ANCHORS X 1 -3/4" TAPCONS ALUM PLATE 1/8" THK. (6063 -T6) "' ALUM CHANNEL 3/4 X 1 -3/4 X 3/4 X 1/8'':_ LENGTH TO CLOSE FIT INSIDE T; , I MUWON # 12 X 3/4' S.M.S. (2) CONNECT PLATE TO CHANNEL -ALUM PLATE L -1/4' MIN. •••.. , '•, •' • • •• • s • • • • 10 ••.. • •• • • •N•• •• .- • 4 4 4 . • a 6• ••- • •• E(• 4 •• f • • • • • PIiA$T CONC. • . • •• • • • • • • • • • • • • •• •. • .4 :. • • • • • • • • • •• • • • • • • • • • • • • • • • • 0 ••• • 4. • 2' MIN. EDGE DIST. 1/4" DIA. TAPCON 1 -1/2` MIN. EMBED 2 PER PLATE ACCESS' HOLE #12 X 1/2' S.M.S. SEE CHART FOR QUANTITIES TUBE MUWON ANCHOR NO. OF CHART SCREWS TYPE A & D 2 TYPE B 3 TYPE C 4 THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION IT I. -• #12 X 3/4 FH SUS 1 PER., CUP AT 1X2 & 1X3 MUWON 2 PIER CUP AT LARGER MUWONS 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MUWON MULLION, THY -OR.'2BY TUBES ANCHO S DETAIL METAL TO METAL CONNECTION Engr, DR. HUMAII)TN FAROOQ FLA. PE STRUCTURES 16557 C.A.N. 3538 raereucriSVISED asesaptingsciftbetericdtk Beldhgeetle • Itsrketloa WW1* Dlvis MAR .2 7 2008 • I /Tr�7l�/l do Product C a Z pw f• w • a 0 od CC • o 1 Q v g Cott paaa O uN Q • W3 0 V {� Z mg' *161g0 a) m z 0 to z 0 z O FAX. (305) 593 -6592 dote: 11 -25 -95 t Crowing no. M95-1 3A •• • • • • • • • • • ••• • • • • • • • • • • • • • •• • • • •• • • • • •• • • • •• • • • • • • •• • • • • • • • • • • • ••• • • ••• . • • • • ••• • • • • . • • • • • • • ••• • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • ••• • • • ••• • • •• •• • • • •• • • ••• • •