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BP2003-1088MIAMI SHORES VILLAGE GI BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request �� Date �U _ 1 Time � c M -\ I � 1 _ Type Insp'rf : \ & 1 se6e n S 11 ICJ Permit No. 1 A9 03- WY l i Name 0.0Y ((1 Address t_a) (6 NL 1 U I (5+ Company / ' - Phone # 2 t 6S 1 For Inspector:1( I Name & Date Approved Correction Re- Insp'n Fee Date Type Insp'n Permit No. Name Address Company Phone # Inspection Date MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Li kS Qi yd r 44 oL ,l1,t,Qs b?" iaoD3 ^ /a8? co do4a,vt 7f Ja,> e i✓s / / o / r 3as eft t 07 Approved ❑ Correction Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE LPC00 BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 0) Typelnsp'n Pu YFIVI Pirevvo Permit No. B ?Z-0O3 1O258 � ,, n Name , '�4./0 C (Y Il Address ID k 1\SL )0\ Q U Company 1 A co Phone # Inspection Date Approved Correction ❑ Re- Insp'n Fee ❑ Da Type Insp' Permit No. Nam Address Company Phone # Approved Correction Re -Insp' n Fee MIAMI SHOgES. VILLAGE �.1 S BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request � oJ - 8? `s o7 Inspection Dat2 Z 4 / b i PROPERTY OWNER . ,,,, n� N� D L�/AI L • WN� & Addr sr c,� ,l� /o n1 /a.ti /, Ft-• 33/351 Home Telephone 305 73-7 $ Business Telephone S rC Fax Fa - 757 SW 2' ENGINE , I �/,,.� r Name iU iES 4/6 Bti'' /A/e/i` -1 License No. at/ t y Address sop 0 A 4 ,0 / 6 5 - v - loc-. v I1/4 LA1Ck'S L - 57 al • Telephone 7 O gz, s zas Fax (J ,r - 0 -LAG '• to / ,41.9 ARCHITECT � , Name U (/) Prig- & n �� v' (.L A 4 l � ( I 11 License No. A e) 9 1 1 Address ?7 Ai t . l Z., 3 It'I l Atutit 1 91tArrr {Z— Telephone 1 5 c , el . 234 Fax 361. a y ct '7 kGb TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'l Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signat es must he notarized, Please p ut or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. 4;ubmit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. Job Address: /O/ O A) - /D / 5/led " - /4 n 7 Address Apt. City Folio Number Lot ,5 Subdivision SIGf)rla Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE ( ✓) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection Master Permit No. Subsidiary Permit No. State PERMIT APPLICATION 3 3/3 Zip `✓Description of Work ■ C0- 2&DF MS'"' Block 1 H - 7 A- i Ij es m- 6 60 ,u. 40.6 toe P PB 4 / 1 .- - PG 1 S�a filvM'`'1 cjirv1114; Linear Feet Zoning Square Feet t- JVGb Units Floors ue w of Work ��i ODD � 2S'o Bldg Value � 000 Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ONTRACTOR Name License No. Address Telephone Fax Qualifier Name Miami Shores Village Building Department BUILDING CRITIQUE SHEET , 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:1305) 7952204 Fax: (305) 756.8972 Permit No /. C'3 — `*' Job Name • 1 °) Miami Shores Village , Building Department g-1-2_.Vo 3 sMfAhroik-rAi BUILDING CRITIQUE SHEET 50141 if /S-I) P //M. Permit No 8 Job Name 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 /11 MIAMI -DADE COUNTY DEPARTMENT OF PROPERTY APPRAISAL exemption Application for 2003 Mi � 11 3205 - 021 - 00 20 OFFICIAL RECEIPT - DO NOT DISCARD • ,' ll ROBIN CONNEARNEY & LINDA SOOKMAN 1218 NE 101 ST MIAMI SHORES FL 33138 -0000 I LI 1I14 Home: (305) 630 -1342 11 -3205- 021 -0020 Application For: Homestead Exemption Perm Res: 6/1/96 Moved in: 7/26/02 IP avers License 08/08/2002 S Citizen Additional Documentation Required:`* Application Complete. No Further Documents Required At This Time. Documentation Submitted: No Additional Documentation Submitted. Owner 1 LINDA SSAN On File 895 NW 132 AVE, P PINES, Dade County Owner 2 ROBIN SSAN On File SAME, 4/1703 LE01 from Downtown Property Address 1218 NE 101 ST Sale Information 7/1/02 205691646 B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER 86. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 12025C 00 J 7/17/95 3/2,94 X N/A PROCESS# FOLIO# 11- 3205 - 021 -0020 CROWN OF ROAD = 8.2' • BUILDING OWNER'S NAME ROBIN CONNEARNEY & LINDA SOOKMAN BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 1218 NE 101st STREET CITY MIAMI SHORES BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) ( ##° - ##' - ##$#f' #' or ##.#f##k# TITLE PROFESSIONAL SURVEYOR AND MAPPER FEMA Form 81 -31, JU 0 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Impottant: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION HORIZONTAL DATUM: ❑ NAD 1927 ❑ NAD 1983 STATE FL SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION O.M.B. No. 3067 -0077 Expires July 31, 2002 ZIP CODE 33133 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: 1E1 NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date, SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) For Insurance Company Use: Policy Number Company NAIC Number PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) NORTH 100 FEET OF LOT 5, BLOCK 184-A, "AMENDED PLAT OF TRACT 184 MIAMI SHORES SECTION 8" PB 42, PG 40, DADE COUNTY RECORDS SOURCE: ❑ GPS (Type): ❑ USGS Quad Map ❑ Other. 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER MIAMI-SHORES 120652 B2. COUNTY NAME MIAMI -DADE B3. STATE FLORIDA 01. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. � 2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/A0 Complete Items C3. -a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD 1929 Conversion/Comments NONE Elevation reference mark used B-26-R Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No o a) Top of bottom floor (induding basement or endosure) 10.7 ft.(m) o b) Top of next higher floor N/A. ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o d) Attached garage (top of slab) 8.7 ft.(m) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) N /A. ft.(m) o f) Lowest adjacent (finished) grade (LAG) 8_5 ft.(m) o g) Highest adjacent (finished) grade (HAG) 8.7 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade N/A o i) Total area of all permanent openings (flood vents) in C3.h NIA sq. in. (sq. an) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME : PABLO J. ALFONSO LICENSE NUMBER : #5880 COMPANY NAME ROYAL POINT LAND SURVEYORS, INC. "0/0> c)- * 51" 8 0 S ADDRESS CITY STATE ZIP CODE 6175 NW .. n MIAMI FL 33014 SIG ' DATE TELEPHONE 7/01/03 T: 305-822-6062 *- F: 305-827-9669 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 12025C 00 J 7/17/35 312/94 X N/A PROCESS# FOLIO# 11- 3205 - 021 -0020 CROWN OF ROAD = 8.2' For Insurance Company Use: Policy Number Company NAIC Number BUILDING OWNER'S NAME ROBIN CONNEARNEY & LINDA SOOKMAN BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 1218 NE 101st STREET CITY MIAMI SHORES PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) NORTH 100 FEET OF LOT 5, BLOCK 184-A, "AMENDED PLAT OF TRACT 184 MIAMI SHORES SECTION 8" PB 42, PG 40, DADE COUNTY RECORDS BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) ( ##° - ##' - ##.##" or ##.#####°) TITLE • ADDRESS 61 PROFESSIONAL SURVEYOR AND MAPPER FEMA Form 81 -31, UL 00 TE 103 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION HORIZONTAL DATUM: ❑ NAD 1927 ❑ NAD 1983 STATE FL SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION O.M.B. No. 3067 -0077 Expires July 31, 2002 ZIP CODE 33133 SOURCE: ❑ GPS (Type): ❑ USGS Quad Map ❑ Other. B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER MIAMI-SHORES 120652 B2. COUNTY NAME MIAMI-DADE 83. STATE FLORIDA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* Z Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. * 2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3: a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD 1929 Conversion/Comments NONE Elevation reference mark used B-26 -R Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No o a) Top of bottom floor (induding basement or endosure) 10.7 ft.(m) o b) Top of next higher floor N/A. ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N /A. ft.(m) o d) Attached garage (top of slab) 8.7 ft.(m) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) N/A. ft.(m) o f) Lowest adjacent (finished) grade (LAG) 8_5 ft.(m) o g) Highest adjacent (finished) grade (HAG) 8_7 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade N/A o i) Total area of all permanent openings (flood vents) in C3.h NIA sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME : PABLO J. ALFONSO IJCENSE NUMBER : #5880 COMPANY NAME ROYAL POINT LAND SURVEYORS, INC. CITY STATE ZIP CODE MIAMI FL 33014 DATE TELEPHONE 7101103 T: 305-822-6062 " F: 305-827 -9669 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SiTE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 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 1. Legal description of property and street/address: .2 V 6 2. Description of improvement 3. Owner(s) name and address: /2-48We 0 s� S Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address nk( ( 7 ' ° r` / � �/V/ / 3 7 �� t� 4/1 • � l l� -, 4 rJ A/E �0 .S Tfr RIU (:U 5. Surety: (Payment bond required by owner from contractor, py of the original filed in this office on nr da , A D 20 nd and Official Seal. It and County Co D.C. Name and address Amount of bond $ 6. Lender's name and address: 9. Expirati diife S . ntature Print Owne Sworn to and s Notary Public Print Notary's My commission expires• 123.01 -52 PAGE 4 15/02 rN 1111111 11111 11111 0111 11111 11111 11111 11111111 C iN 2 00 3P, 06 1 4- 3 4.4- OR Bk 21574 F's 1726; (fps) RECORDED 08/25/2nn , 13:05° 30 HARVEY RUVINP CLERK. OF COURT CIIAMI -DADE COUNTYP FLORIDA LAST PAGE Cn)n1 L, k Ls Soo (67,1 rt ) 3P/ R 7. Persons within the state of Florida designated by Owner upon whom notices or other do provided by Section 713.13(1)(a)7.. Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: da of Is Notice of Commencement: (the expiration date is 1 year from the date of recording unless a ate - 4p fled) 20 s O S�Y Pl" Commission I DD231984' Expires: Jul 13, 2007 Bonded Thru Atlantic Bonding Co., Inc. Prepared by /1 ents may be served as Miami Shores Village Building Department Permit No. • Job Name BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 l a li gA f IL J gt/A>te cued &(r NO „ 9b, 00 0 'T T 31.111 39tid 39tld 3000 '1d101 X21'X1 321018 T8T NtiZ * * * * *f1 ' �L ru 'L F 0..11•I4 �u rs to - =39tid 21021213 9992892.9086 X1 170:91 3/L0 2.65 3WI1 ' °N NOI10001 300W 121tl1S 31Id -- •--= 213WI1 L6895L50£:Xdd - --- 30ti11IA S3210HS IWWW:0I 50:9T £0, 9/L0 3WI1 1NI21d * ** 121Od32i NOISSIWSNtl211 * ** cr A9 fr/1- ( Arc A IAA, 'CONTRACTOR Name 61K0 CON, rg /0 'i ©J C■M' License No. C &G L l 5 – D f 6 Home Telephone 3,05- 757 , /5(Z / 7` Address /6 6s / /3 7T -" Ar Iii i i_ 3= / ' Fax C 7-57.- ?5 ;; Telephone Fax �� 6� c�� 3a S:49 �, - ap, L Qualifier Nam 57 r le ,s , (f Address '?7 3 Ay t G Zt t ,1-1 // wi i S �/Lr/� T i." PROPERTY OWNER Nam �4 A /AI L. W vAi ) -+" .'� //,,�� , -1,n Addr 11) C Q ST C frz-e n1 /ate // . 33/3r Home Telephone 3,05- 757 , /5(Z / 7` Business Telephone S,gA4 e Fax C 7-57.- ?5 ;; ENGINEER r� / � %, �// ,` ��/,�,�� Name l�� Es 4,646.ev' y / /'Gt i j License No. g y ( r' Address s(b A) 441 / ( 5 77331.Q0 -, v"/ I LAC. Fes.- 1301 , Telephone 70 j g7.,, �� Fax 6' - -2-f, - 1p c1/C� r /, ARCHITECT New Construction Name Ili l P r„� t c (0A4 i 6 p / l �� IV L /t Y'C 4 � I License No.. A if �� Repair Address '?7 3 Ay t G Zt t ,1-1 // wi i S �/Lr/� T i." U Demolish , Telephone 5 1 ci I !. , e - , Z3 Relocation of Structure Fax 36T - S 7 (,6,6 '7 Foundation Only TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior )‹ Repair Alteration Interior U Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'I Detachment Other Step 1. Step 2. RECEIVED JUL 0 2003 INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Complete the attached permit ap FPO khAlf ne print or type to allow for a '.re accurate processing oi your ted along with this permit ap licatio p 0 2 2 DI i, Submit the com.leted a..lic processing of your applicatio , 'you ^mh 'e sked a subrnit APPLICATION Job Address: /o/ gA : /o/ 777 Address Stred 444r Apt. City all necessary documer Folio Number Lot Block 10H - 4 A- imAes7Yi1 htoQZonn -. 446 AJGti ezi Subdivision S L(J(!e. PB Y Z PG k v Zoning Linear Feet Current Use of Property S) "' 4 1r(% r b ( A - 1 Square Feet i Z j am" Units Floors n m " a So "' Proposed Use of Property a � w� (.� � - ��t �'`� �dlue of Work �� UDU ' � Bld V alue ' � ODO Tenant Information Tax Assessed/Appraised Value Flood Zone Base Floor Elev. PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ,�, PERMIT APPLICATION Master Permit No. t;4 n 2 O3--10 Subsidiary Permit No. I by the property owner and qualifier. Both signatures must be notarized. Please pplication. If roofing work will be done, a roofing application must be submit- s to the Building, Planning and Zoning Department for processing. During the ditional information. 35 /3 State Zip "Description of Work tOD tuFIA.' 5 o35 2 C O Gca so co c s �n� Page 2 IMPOR'T'ANT NO'T'ICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFI DAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. to an before me this Signatur Print Name Swo Sign r y �� ; f4 SEAL: Type of Identification Produced: UNTY OF MIAMI -DADE f Florida ovi ' Angela M gecko My Commission 0D150040 Expires November 15, 2008 Personally known OR, Produced Identification L STATE OF OUNTY OF MIAMI -DADS Print Name of Contra o and subscribed before me this ' .� 1%1 t __ \ / igne o otary Public - State o M. bel Vargas :•. SEA : =aQ ' r.. `b ; : Co ission #DD23I984' y. ..*E Expires: Jul 13, 2007 ",�oFOP Bonded Thru Atlantic Bonding Co., Inc. OR, Produced Identification Personally known • PERMIT APPLICATION S 1 U Ty pe of Identification Produced: SECTION 'BY DATE Zonin l lrL��' ITM1 I Electrical ' ' 1 Mechanical INWRINII7. 2 r.v Plumbing 1111 1- Wa - Fire Public Works Structural im %frAimi 7- 2 4-03 Building Official 11W4M1 El Illr 'jirgill Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review Notary $ ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) �. 9,P ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: $ 33 - $ 1,. /0 -+- 90= $ OgO, $ 300 $ A%.00 (sq.ft. = x/1000 r x ¢.60) $ l • S6 . (¢.005 /sq.ft.) (¢.01 /sq.ft.) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ CONDITION OF A PPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com ELECTRICAL i'V.l,p Minimum Fee Q TYrl; Dryer QTR TVPI., Outlet, Appliance QTY. TvPI{ Service Repair Q'I'V. A/C Central 1 -3 Ton Dryer Vents, Number of Fan Ventilation, Cost Outlet, Wall Ductwork, Cost of Service, Temporary Periodic Inspections A/C Central 4 -7 Ton Fire Sprinkler System Fire Pump - - Outlet, Switch Fireplaces, Number of Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL . QTY Minimum Fee TYPE Q Condensate Drain . Generator Q ' ry i QTR Refrigeration, Tons A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Ilandler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping - - Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel PLUMBING TYPE A/C Condensate QTY. TYPI. Drains, Roof QTY . ' Miscellaneous Fixture Q . 1 . V , .l.VI,l; Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Shad Shafie, P.E. Structural Engineer 1161 N.E. 98 Street • Miami Shores, Florida 33138 Phone: (305) 984-5974 • E -Mail: shafies@bellsouth.net STRUCTURAL DESIGN CALCULATIONS CONNERALY- STOOKMAN RESIDENCE 1218 N.E. 101TH STREET - MIAMI SHORES, FLORIDA For: Mark Campbell, AIA Architect 373 N.E. 92 Street Miami Shores, Florida June 27, 2003 3 c,e8 9 3a / o, re. p SS w These calculations, prepared `° or this a' ect, are the exclusive property of Shad Shafie, P.E. Its use or publication shall be restricted for use solely with respect to i' m ted abo These calculations are not to be used unless sealed by Shad Shafie P.E. Shad Shafie, P.E. shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights including copyright. These documents shall not be used in part or in whole by the owner or others for the projects, additions to this project, or for completion of this project by others except by agreement in writing and with the appropriate compensation for Shad Shafie, P.E. SHAD SHAFIE, P.E. Page 1 1161 N.E. 98TH STREET , Date 6/27/03 MIAMI SHORES, FLORIDA 33138 Project: CONNERALY - STOOKMAN RESIDENCE BUILDING PARAMETERS Building Dimensions Nor. to ridge (ft.): 16.5 Par. to ridge (ft.): 16.5 Mean Rf. Ht (ft.).: 10 Mean Roof Height Slope (in /ft): 3 Roof Slope - Inches per Foot Roof Type: GH Gable/Hip = GH Monoslope = MS Maximum Roof Span (ft.): Maximum Overhang (ft.): Maximum Wall Height (ft.): Wall Below Finish Floor (ft.): TYPCIAL DEAD AND LIVE LOADS Roof Dead Load (psf): Roof Live Load (psf): Floor Dead Load (psf): Floor Live Load (psf): WIND LOADS (ASCE 7-98) 16.5 3 8 1.33 Maximum Floor Span (ft.): NA 15 30 NA NA V (mph): 146 Wind Speed Exposure: C Bldg. Category: II Exposure: C GCpi ( +): 0.18 See page 2 for wind pressures SHAD SHAFIE, P.E. 1161 N.E. 98TH STREET MIAMI SHORES, FLORIDA 33138 Project: CONNERALY- STOOKMAN RESIDENCE WIND LOADS (ASCE 7-98) MAIN WIND -FORCE RESISTING SYSTEMS PRESSURES (Ail loads In PSF) Page 2 Date 6/27/03 Building Parameters: 1 ASCE 7 -98 Data: Nor. to ridge: 16.5 Par. to ridge: 16.5 Mean Rf. Ht.: 25.0 Hurricane Zone: Yes Slope (in/ft): 3.00 Slope (deg.): 14.0 Roof Type: GH Gable/Hip = GH Monosfope = MS Bldg. Category: 11 (rbi 1 - 1, p. 4) V (mph): 146 (Fig. 8.1, p. 34) Exposure: C (Sec. 8.5.8, p. 28) GCpi ( +): 0.18 (Tbl. 8.7, p. 62) GCpi ( -): 0.18 I: 1.00 GI, (normal to &kW: 0.93 Gh (par. ro,,): 0.89 Mean (q) (psf): 51.6 Height 0-15 20.0 25.0 25.0 K 0.85 0.90 0.95 0.95 qz (psf) 48.3 49.2 51.6 51.6 Wind Normal to Ridge: 1 Wind Parallel to Ridge: Windward Wall: Height G 0 P ( +0.18) P ( -0.18) 0-15 33.0 23.7 42.3 20.0 35.1 25.8 44.3 25.0 36.7 27.5 46.0 25.0 36.7 27.5 46.0 Leeward Wall: -23.0 -32.3 -13.7 Windward Root Neg. Pressure Pos. Pressure -59.7 -69.0 -50.4 0.0 -9.3 9.3 Leeward Root -32.2 -41.4 -22.9 Side Walls: -32.2 -41.4 -22.9 Windward Wall: Height G 0 P ( +0.18) P ( -0.18) 0-15 34.6 25.3 43.9 20.0 36.8 27.5 46.1 25.0 38.6 29.3 47.8 25.0 38.6 29.3 47.8 Leeward Wall: -24.1 -33.4 -14.8 Windward Root 0-0 ft. -62.7 -72.0 -53.4 > 12.5 R -33.7 -43.0 -24.5 Side Walls: -33.7 -43.0 -24.5 C Walls: 1 C Roof: LB C h/L Cp Windward: 0.80 Windward: Leeward: Nor. to ridge 1.52 Neg. Pressure -1.30 Nor. to ridge 1.00 -0.50 Pos. Pressure 0.00 Par. to ridge 1.00 -0.50 Sidewalls: -0.70 Par. to ridge 1.52 0-0 ft. -1.30 > 12.5 ft. -0.70 Leeward: 1.52 -0.70 SHAD SHAFIE, P.E. 1161 N.E. 98TH STREET MIAMI SHORES, FLORIDA 33138 Project: CONNERALY- STOOKMAN RESIDENCE WIND LOADS (ASCE 7-98) MAIN WIND -FORCE RESISTING SYSTEMS PRESSURES (Ail loads In PSF) Page 2 Date 6/27/03 Building Parameters: 1 ASCE 7 -98 Data: Nor. to ridge: 16.5 Par. to ridge: 16.5 Mean Rf. Ht.: 25.0 Hurricane Zone: Yes Slope (in/ft): 3.00 Slope (deg.): 14.0 Roof Type: GH Gable/Hip = GH Monosfope = MS Bldg. Category: 11 (rbi 1 - 1, p. 4) V (mph): 146 (Fig. 8.1, p. 34) Exposure: C (Sec. 8.5.8, p. 28) GCpi ( +): 0.18 (Tbl. 8.7, p. 62) GCpi ( -): 0.18 I: 1.00 GI, (normal to &kW: 0.93 Gh (par. ro,,): 0.89 Mean (q) (psf): 51.6 Height 0-15 20.0 25.0 25.0 K 0.85 0.90 0.95 0.95 qz (psf) 48.3 49.2 51.6 51.6 Wind Normal to Ridge: 1 Wind Parallel to Ridge: Windward Wall: Height G 0 P ( +0.18) P ( -0.18) 0-15 33.0 23.7 42.3 20.0 35.1 25.8 44.3 25.0 36.7 27.5 46.0 25.0 36.7 27.5 46.0 Leeward Wall: -23.0 -32.3 -13.7 Windward Root Neg. Pressure Pos. Pressure -59.7 -69.0 -50.4 0.0 -9.3 9.3 Leeward Root -32.2 -41.4 -22.9 Side Walls: -32.2 -41.4 -22.9 Windward Wall: Height G 0 P ( +0.18) P ( -0.18) 0-15 34.6 25.3 43.9 20.0 36.8 27.5 46.1 25.0 38.6 29.3 47.8 25.0 38.6 29.3 47.8 Leeward Wall: -24.1 -33.4 -14.8 Windward Root 0-0 ft. -62.7 -72.0 -53.4 > 12.5 R -33.7 -43.0 -24.5 Side Walls: -33.7 -43.0 -24.5 Effective Wind Area (ft`): External Pressure Coefficients (GC (Fig. 6-5A to 6-8) Effective Wind Area (tr): 10 20 50 P (- 0.18) Zone 1 GC, -0.90 GC -0.87 GC -0.83 -37.1 -54.2 GC 0.50 GC 0.44 GC 0.36 35.1 Zone 2 GC -2.10 GC -1.89 GC -1.61 -99.0 -106.7 GCp 0.50 GC 0.44 GC 0.36 Roof Zone 3 GC -2.10 GC,, -1.89 GC -1.61 Coefficients -106.7 GC 0.50 GCp 0.44 GC 0.36 35.1 Zone 2' GC 9.3 GC GC GC GC GC Zone 3' GC GC Overhand GC -122.8 -104.2 -122.8 GC -122.8 GC Pressures (psf) GC -200.1 Overhang Zone 2 GC -2.20 GC, -2.20 GC -2.20 Coefficients Zone 3 GC -3.70 GC -3.34 GC -2.86 60.9 Zone 4 GC -1.10 GC -1.05 GC -0.98 Wall -76.0 GCp 1.00 GC, 0.95 GC 0.88 Coefficients Zone 5 GC -1.40 GC -1.29 GC -1.15 GC 1.00 GC 0.95 GC 0.88 Effective Wind Area (ft`): 10 20 50 Internal Pressure Coefficients P (+ 0.18) P (- 0.18) P (+ 0.18) P (- 0.18) P (+ 0.18) P (- 0.18) Zone 1 -55.7 -37.1 -54.2 -35.6 -52.1 -33.5 16.5 35.1 13.4 32.0 9.3 27.9 Zone 2 -117.6 -99.0 -106.7 -88.2 -92.4 -73.8 Roof 16.5 35.1 13.4 32.0 9.3 27.9 Pressures Zone 3 -117.6 -99.0 -106.7 -88.2 -92.4 -73.8 (psf) 16.5 35.1 13.4 32.0 9.3 27.9 Zone 2' Zone 3' Overhand Zone 2 -122.8 -104.2 -122.8 -104.2 -122.8 -104.2 Pressures (psf) Zone 3 -200.1 -181.6 -181.5 -162.9 -156.9 -138.3 Wall Zone 4 - 66.0 - 47.5 - 63.3 -44.7 -59.6 -41.1 Pressures 42.3 60.9 39.5 58.1 35.9 54.5 (psf) Zone 5 - 81.5 -62.9 -76.0 -57.4 -68.8 -50.2 42.3 60.9 39.5 58.1 35.9 54.5 WIND LOADS (ASCE 7 -98) (CONT.) COMPONENTS AND CLADDING PRESSURES (All loads In PSF) Page 4 Date 6/27/03 Notes: 1. Zones 2' and 3' are only located on monoslope roofs Tess than 10 degrees in slope. See Figure 6-7A. 2. Gable /Hip roof slopes cannot exceed 45 degrees. 3. Monoslope roof slopes cannot be Tess than 3 degrees or greater than 30 degrees. 4. Overhang pressures are only shown with Gable/Hip roofs. 5. The roof will not have positive Component and Cladding loads for building heights greater than 60 feet. SHAD SHAFIE, P.E. Page 4 1161 N.E. 98TH STREET Date 6/27/03 MIAMI SHORES, FLORIDA 33138 Project: CONNERALY - STOOKMAN RESIDENCE MASONRY WALL DESIGN Roof Dead Load (psf): 15 Roof Live Load (psf): 30 Floor Dead Load (psf): Floor Live Load (psf): NA NA Maximum Roof Span (ft.): 16.5 Maximum Overhang (ft.): 3 Maximum Floor Span (ft.): NA Maximum Wall Height (ft.): 8 wDL = wL L = (Dead Load)(Span)(1 /2) = (Live Load)(Span)(1 /2) = 168.8 plf 337.5 plf Wall Wind Load = 47.85 psf * See page 5 for calculations Use #5's @ 48" o.c. in fully grouted cells MASONRY WALL FOOTING DESIGN Wall Height (including stemwall) (ft.) WDL = WWALL = WLL = Total wDL = Total wLL = (Dead Load)(Span)(1 /2) = (Wall Ht.)(75 psf) = (Live Load)(Span)(1 /2) = 0.87 kif 0.34 kif 10 "x16" Footing w/ 2-#5's cont. * See page 7 for calculations 9.33 168.8 plf 699.8 plf 337.5 plf Shad Shafie, P.E. 1161 N.E. 98th Street Miami Shores, Florida 33138 Rev: 508001 Masonry Wall Design Page 1 1 Description Masonry Wall Design General Information Wall Height Parapet Height Thickness Rebar Size Rebar Spacing Depth to Rebar Loads Uniform Load Dead Load Live Load Load Eccentricity Roof Load Design Values E n: Es /Em Wall Weight Summary 1,125,000 psi 25.778 55.000 psf 8.00 ft 0.00 ft 8.0 in 5 48 in 3.810 in 168.800 #/ft 337.500 #/ft 4.000 in Max Allow Axial Stress = 0.25 fm (1- (h/140r) ^2) * Spinsp = Allow Masonry Bending Stress = 0.33 fm * Spinsp = Allow Steel Bending Stress : Load Combination & Stress Details Summary Moment Top of Wall in DL + LL 2,025.2 DL + LL + Wind 675.2 DL + LL + Seismic 675.2 Between Base & Top of Wall DL + LL 1,012.6 DL + LL + Wind 4,937.4 DL + LL + Seismic 675.2 8.00ft high wall with 0.00ft parapet, Normal Block w/ 8.00in wall w/ #5 bars at 48.00ino.c. at center Goveming Load Combination is.... Dead + Live + Wind Between Top & Bottom Masonry Bending Stress 242.84 psi Steel Bending Stress Masonry Axial Stress Combined Stress Ratio © Center Seismic Factor Calc of Em = Pm Duration Factor Wall Wt Mult. Concentric Axial Load Dead Load Live Load Roof Load Axial Load Ibs 506.3 168.8 168.8 726.3 388.8 388.8 Title : Conneraly / Sookman Residence Dsgnr. Shad Shafie, P.E. Date: Description : Addition Scope : Addition 0.0000 750.00 1.330 1.000 Rebar Area 0.078 in2 Radius of Gyration 2.535 in Moment of Inertia 354.810 in4 0.000 #/ft 0.000 #/ft 173.78 psi 247.50 psi 24,000.00 psi np Bending Stresses Steel Masonry psi psi 7,496.2 99.6 2,499.2 33.2 2,499.2 33.2 3,748.1 18,275.4 2,499.2 18,275.45 psi 7.04 psi 1.0217 < 1.3300 Job 8 F'm 1,500.0 psi Fs 24,000.0 psi No Special Inspection Grout @ Rebar Only Normal Weight Block Equivalent Solid Thickness 4.600 in Wind Load 47.850 psf 0.04370 j 0.91495 k 0.25514 2 / kj 8.56756 49.8 242.8 33.2 (allowable) Axial Compression psi 9.17 3.06 3.06 13.16 7.04 7.04 Maximum: fb /Fb + fa/Fa - or- fs/Fs 0.4552 0.1518 0.1518 Wall Design OK 0.2769 1.0217 0.1747 Shad Shafie, P.E. 1161 N.E. 98th Street Miami Shores, Florida 33138 Rev: 508001 Masonry Wall Design Page 2 Description Masonry Wall Design Final Load 8 Moments Wall Weight moment @ Mid Ht Dead Load Moment @ Top of Wall Dead Load Moment @ Mid Ht Live Load Moment © Top of Wall LiveLoad Moment @ Mid Ht 220.00 Ibs 675.20 in-# 337.60 in-# 1,350.00 in # 675.00 in-# Maximum AIIow Moment for Applied Axial Load = Maximum AIIow Axial Load for Applied Moment = Title : Conneraly / Sookman Residence Dsgnr: Shad Shafie, P.E. Date: Description : Addition Scope : Addition Wind Moment © Mid Ht Seismic Moment @ Mid Ht Total Dead Load Total Live Load 5,032.10 in-# 9,592.87 Ibs Job g 4,593.60 in-# 0.00 in-# 168.80 Ibs 337.50 Ibs SHAD SHAFIE, P.E. Page 7 1161 N.E. 98TH STREET , Date 6/27/03 MIAMI SHORES, FLORIDA 33138 Project: CONNERALY - STOOKMAN RESIDENCE WALL FOOTING DESIGN POL (Wft) P (k/ft) Prow (Wft) P (k/ft) q (ksf) 2.00 PFr0 (k) 0.17 Ami (ft /ft) 0.69 P (ksi) 3 P (k) 1.37 o.k. f (ksi) 60 P (k) 2.02 d (in) 7.00 Adj. L.F. 1.47 Check Bearing e (ft) 0.00 q„. (ksf) 1.03 o.k. q, (ksf) 1.03 o.k. Check One -Way Shear b (in) 8 q (ksf) 1.52 n (in) 12 V (k) -0.63 4N, (k) 10.42 o.k. Check Bending M„ (ft-k) R (psi) A, (in 0.87 M (ft-k) 0.00 B (ft) 1.333 0.34 M, (ft-k) 0.00 N (ft) 1 1.21 M ond (ft-k) 0.00 T (ft) 0.833 1.79 M (ft -k) 0.00 A (ft /ft) 1.33 M. (ft-k) 0.00 0.11 1.91 0.20 p 0.00003 p, 0.00180 Use 10 "x16" Footing w/ 2-#5's cont. A, (in = 0.61 > 0.20 o.k. SHAD SHAFIE, P.E. Page 8 1161 N.E. 98TH STREET , Date 6/27/03 MIAMI SHORES, FLORIDA 33138 Project: CONNERALY - STOOKMAN RESIDENCE COLUMN DESIGN Roof Dead Load (psf): Roof Live Load (psf): Floor Dead Load•(psf): Floor Live Load (psf): Roof Load Tributary Area (sq. ft.): Floor Load Tributary Area (sq. ft.): Maximum Column Height (ft.): Eccentricity (in.): PDL = PDL = PLL = PDT = P (Dead Load)(Trib. Area) = 0.9 k Beam Load = 5.0 k Total: 6.0 k (Live Load)(Trib. Area) = 1.9 k * See page 9 for calculations TS3x3x1 /4 Steel Column COLUMN FOOTING DESIGN (Dead Load)(Trib. Area) = 6.0 plf (Live Load)(Trib. Area) = 1.9 pif 36 "x36" Footing w/ #5's © 12" o.c. each way * See page 10 for calculations 15 30 NA NA 63 NA 8 4 Shad Shafie, P.E. 1161 N.E. 98th Street Miami Shores, Florida 33138 Rev: 508001 Steel Column Page 1 Description Steel Columns General Information Steel Section Column Height 8.000 ft End Fixity Pin -Pin Live & Short Term Loads Combined L Loads 1 Axial Load... Dead Load Live Load Short Term Load Sum Section : TS3X3X1 /4, Height = 8.00ft, Axial Loads: Unbraced Lengths: X -X = 8.00ft, Y -Y = 8.00ft Combined Stress Ratios Dead AISC Formula H1 - 1 0.4849 AISC Formula H1 - 2 0.5867 AISC Formula H1 - 3 XX Axis : Fa calc'd per 1.5 -1, K "Ur < Cc YY Axis : Fa calc'd per 1.5 -1, K "Ur < Cc Allowable & Actual Stresses Fa : Allowable fa : Actual Fb:xx : Allow [F3.1] fb : xx Actual Fb:yy : Allow [F3.1] fb : yy Actual F'ex : DL +LL 19,770 psi F'ey : DL +LL 19,770 psi F'ex : DL +LL +ST 19,770 psi F'ey : DL +LL +ST 19,770 psi Max X -X Axis Deflection -0.204 in at Depth Width Thickness TS3X3X1 /4 3.00 in 3.000 in 0.250 in 6.00 k 1.90 k k Fy Duration Factor Elastic Modulus X -X Unbraced Y -Y Unbraced Dead 14.57 ksi 2.32 ksi ksi 23.76 ksi 11.39 ksi ksi 23.76 ksi 0.00 ksi Weight Area DL = 6.00, LL = Live TIUe : Conneraly / Sookman Residence Dsgnr. Shad Shafie, P.E. Date: Description : Addition Scope : Addition 36.00 ksi 1.000 29,000.00 ksi 8.000 ft 8.000 ft Ecc. for X -X Axis Moments Ecc. for Y -Y Axis Moments 0.2022 Live 14.57 ksi 0.73 ksi ksi 23.76 ksi 3.61 ksi ksi 23.76 ksi 0.00 ksi 1.90, ST = 0.00k, 8.80 ft/ft 2.59 in2 DL + LL 0.6573 0.7725 X -X Sidesway : Y -Y Sidesway : Kxx Kyy DL + LL 14.57 ksi 3.05 ksi 4.000 in in Job* Restrained Restrained 1.000 1.000 Column Design OK Ecc. = 4.000in ksi 23.76 ksi 15.00 ksi ksi 23.76 ksi 0.00 ksi DL + ST + (LL if Chosen) 0.6573 0.7725 Stresses Analysis Values Cm:x DL +LL 0.60 Cb:x DL +LL Cm:y DL +LL 0.60 Cb:y DL +LL Cm:x DL +LL +ST 0.60 Cb:x DL +LL +ST Cm:y DL +LL +ST 0.60 Cb:y DL +LL +ST 4.640 ft Max Y -Y Axis Deflection 0.000 in at Section Properties TS3X3X1 /4 I -xx I -yy S-xx S -yy r -xx r -yy DL + Short 14.57 ksi 3.05 ksi 23.76 ksi 15.00 ksi 23.76 ksi 0.00 ksi 1.75 1.75 1.75 1.75 0.000 ft 3.16 in4 3.16 in4 2.107 in3 2.107 in3 1.105 in 1.105in SHAD SHAFIE, P.E. Page 10 1161 N.E. 98TH STREET , Date 6/27/03 MIAMI SHORES, FLORIDA 33138 Project: CONNERALY - STOOKMAN RESIDENCE FOOTING DESIGN P a (k) 5.96 Ma (ft -k) 0.00 B (ft) 3 P u (k) 1.89 M (ft-k) 0.00 N (ft) 3 P To ,,, (k) 7.85 M,N,,,d, „„k (ft -k) 0.00 T (ft) 1 P. (k) 11.55 M (ft -k) 0.00 A (ft 9.00 M� (ft-k) 0.00 q (ksf) 2.00 Prro (k) 1.35 Amin (ft 4.60 f, (ksi) 3 PTO A (k) 9.20 o.k. f (ksi) 60 P (k) 13.44 d (in) 9.00 Adj. L.F. 1.46 Check Bearing e (ft) 0.00 q.,„ (ksf) 1.02 o.k. gmf. (ksf) 1.02 o.k. Check Two -Way Shear b (in) 12 q, (ksf) 1.49 A (ft 2.48 n (in) 8 b, (in) 76 V. (k) 9.74 •V, (k) 127.38 o.k. Check One -Way Shear V. (k) Check Bending M (ft-k/ft.) R. (psi) A. (in /ft.) 1.87 $V, (k) 0.75 3.41 0.19 p 0.00006 p 0.00180 Try No. 5 @ 12 inch centers A, (in /ft.) 0.31 o.k. 30.17 o.k. SHAD SHAFIE, P.E. Page 11 1161 N.E. 98TH STREET Date 6/27/03 MIAMI SHORES, FLORIDA 33138 Project: CONNERALY - STOOKMAN RESIDENCE UPLIFT DESIGN FOR ROOF FRAMING Roof Dead Load (psf): 15 Roof Live Load (psf): 30 Roof Uplift (psf): -69.0 Maximum Roof Span (ft.): 16.5 Maximum Overhang (ft.): 3 Truss Spacing (ft.): 2 P„ptift = ROOF RAFTER DESIGN (Uplift Load)(Span)(1/2)(Spacing) = - 1327.6 plf * See Simpson Catalog for Connectors Use Simpson META16 w/ TSS Roof Dead Load (psf): 15 Roof Live Load (psf): 30 Roof Uplift (psf): -69.0 Maximum Roof Span (ft.): 16.5 Maximum Overhang (ft.): 3 Truss Spacing (ft.): 2 wog = (Dead Load)(Spacing) = 30.0 plf w = (Live Load)(Spacing) = 60.0 plf 2x12's @ 24" o.c., Southern Pine No. 1 * See page 12 for calculations Shad Shafie, P.E. 1161 N.E. 98th Street Miami Shores, Florida 33138 Description Rafters Section Name 2x12 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor 1.000 Beam End Fixity Pin -Pin Wood Density 34.000 pcf 1.500 in 11.250 in Center Span Left Cantilever Right Cantilever Southem Pine, No. Fb Base Allow Fv Allow Fc Allow E Title : Conneraly / Sookman Residence Dsgnr: Shad Shafie, P.E. Date: Description : Addition Scope : Addition 16.50 ft Lu 2.00 ft ft Lu 0.00 ft ft Lu 0.00 ft 1 2 -4 Thick, 12 Wid 1,250.0 psi 90.0 psi 565.0 psi 1,700.0 ksi Job a - Rev: 506001 General Timber Beam Page 1 General Information 1 Uniform Loads 1 Uniform Loads Over Full Span Center DL Left Cantilever DL Right Cantilever DL Summary 1 Span= 16.508, Beam Width = 1.500in x Depth = 11.25in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max © Left Support Max @ Right Support Max. M allow fb 1,213.02 psi Fb 1,224.94 psi Center Span... Deflection ...Location ... Length/Defl 3.20 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 3.23 fv Fv Dead Load -0.187 in 8.250 ft 1,057.0 61.20 psi 90.00 psi LL LL LL 0.990 : 1 3.2 k -ft 3.2 k -ft al 8.250 ft at 0.000 ft Reactions... Left DL Right DL 60.00 #/ft #/ft #/ft Maximum Shear * 1.5 Allowable Shear: © Left @ Right Camber. @ Left @ Center © Right 0.28 k Max Max 0.28 k Beam Design OK 1.0 k 1.5 k 0.78 k 0.78 k 0.000 in 0.281 in 0.000 in 0.78 k 0.78 k Deflections 1 Total Load 0.000 in 0.0 Total Load Left Cantilever... Dead Load -0.518 in Deflection 0.000 in 8.250 ft ...Length/Defl 0.0 382.22 Right Cantilever... Deflection 0.000 in 0.000 in ... Length/Defl 0.0 0.0 Shad Shafie, P.E. 1161 N.E. 98th Street Miami Shores, Florida 33138 Rev: 506001 , General Timber Beam Page 2 1 Description Rafters Stress Calcs 1 Bending Analysis Ck 29.908 Rb Cf 1.000 Center Left Support Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 15.668 Sxx Max Moment 3.20 k -ft 0.00 k -ft 0.00 k -ft Left Support 1.03 k 11.475 in2 90.00 psi 0.78 k 0.78 k M, V, & D @ Specified Locations Center Span Location = 0.00 ft Right Cant. Location = 0.00 ft IQ Left Cant. Location = 0.00 ft 31.641 in3 Area Sxx Reg'd 31.33 in3 0.00 in3 0.00 in3 Right Support 1.03 k 11.475 in2 90.00 psi Bearing Length Req'd Bearing Length Req'd Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Tide : Conneraly / Sookman Residence Dsgnr: Shad Shafie, P.E. Date: Description : Addition Scope : Addition 16.875 in2 Allowable ft) 1,224.94 psi 1,250.00 psi 1,250.00 psi 0.915 in 0.915 in Shear 0.78 k 0.00 k 0.00 k Job i5 Query Values 1 Deflection 0.0000 in 0.0000 in 0.0000 in 8 SIMPSON The META and HHETA offer increased uplift capacity. This series provides an engineered method to properly attach roof trusses to concrete and masonry walls. The HETA has a heavier gauge; Ii'ETA have a staggered nail pattern for greater uplift resistance. The TSS, a companion product of the META, provides a moisture barrier between the concrete and truss. The preassembled unit is riveted with no height adjustment. MATERIAL HHETA -14 gauge; HETA -16 ga; HETAL strap 16 gauge. truss seat 18 gauge; META -18 gauge; TSS-22 gauge. FINISH: Galvanized. Some products available in Z -MAX; see Corrosion Resistance, page 5. INSTALLATION: • Use all spedfied fasteners. See General Notes. • The HETA is embedded 4' into a poured concrete bond beam or grouted block wall; HETAL is embedded 5'M. Minimum Fc: 2000 psi. • HETAL: Min. center to center spacing is 101/4"; 8' For all others. • Do not drive nails through the truss plate on the opposite side of the truss, which could force the plate off the truss. • The TSS moisture barrier may be preattached to the truss using 6d commons. CODES: BOCA, ICBO, SBCCI NER -393, NER -469; SBCCI 9603. 1. Allowable loads have been inaeased 33% and 60% for earthquake or wind loafing with no further increase allowed reduce by 33% and 60% for normal loafing criteria, for example, cantilever construction. 2. Five nails must be installed into the truss seat. 3. Parallel -to -Plate load towards face of HETAL is 1975 lbs. 4. META, HETA and HHETA with H-16' and greater have the strap wrapped over the heel to provide higher lateral loads. a META /META /HHETA /METAL. /TSS EMBEDDED TRUSS ANCHORS AND TRUSS SEAT SNAP -IN Model No. TSS2 TSS2 -2 TSS4 w 1% 3) Typical META Installed with TSS Typical HETA20 with TSS Installation HETAL HETA20 (HHETA similar) 117 En=irrimm H Fasteners & Uplift Latend Loads (133 a 160) 1 Ply Truss Lardal Spruce-Pine-Fir R pi!, Try Doun•Fir Lardd 30.14ne UPI* Spruce-Pine-Fir Uplift DouaFir•LatdY 90 pine ir (133) (160) (133) (160) (133) (160) (133) (160) F1 Fr Fr F2 METAl2 8 7- 10dx1x 870 1040 745 895 7 -16d 1270 1500 1090 1310 65 85 55 75 META14 10 10- 10dx1x 1240 1490 1085 1280 10-18d 1500 1500 1500 1500 65 85 55 75 META16 12 12- 10dx1x 1490 1500 1280 1500 10-16d 1500 1500 1500 1500 65 85 55 75 META18 14 14- 10dx1x 1500 1500 1495 1500 10-16d 1500 1500 1500 1500 85 85 55 75 META20 16 14- 10dx1x 1500 1500 1500 1500 10-16d 1500 1500 1500 1500 .115 315 315 -76 META22 18 14- 10dx1x 1500 1500 1500 1500 10-16d 1500 1500 1500 1500 85 5 3 5 315 ?70 META24 20 14- 10dx1x 1500 1500 1500 1500 10-16d 1500 1500 1500 1500 irk META40 38 14- 10dx1x 1500 1500 1500 1500 10-16d 1500 1500 1500 1500 — — — — HETAl2 8 6- 10dx1x 745 895 640 770 6-16d 1095 1315 945 1135 85 85 55 75 HETA16 12 11- 10dx1J4 1385 1635 1175 1410 11 -16d 1890 1890 1730 1890 65 83 55 75 HETA20 18 10- 10dx1X 1240 1490 1085 1280 10-16d 1825 1890 1575 1890 65 ,i 5 55 75 12- 10dx1x 1490 1785 1280 1535 12 -16d 1890 1890 1890 1890 365 315 315 770 14- 10dx1g 1735 1890 1495 1790 12 -16d 1890 1890 1890 1890 365 315 315 270 16- 10dx1x 1890 1890 1705 1890 12 -16d 1890 1890 1890 1890 365 315 315 270 HETA24 20 18- 10dx1x 1890 1890 1705 1890 12 -16d 1890 1890 1890 1890 365 3 315 270 HETA40 36 8- 10dx1x 990 990 855 1025 8-16d 1460 1755 1260 1510 — — — — HHETAl2 12 7- 10dx1x 875 1055 765 920 7 -16d 1295 1555 1120 1345 65 h 5 55 75 HHETA16 16 12- 10dx1x 1505 1805 1310 1575 12 -16d 2225 2310 1920 2305 '.65 ''S i1, ?'C HHETA20 20 17- 10dx1x 2130 2310 1880 2230 15-16d 2310 2310 2310 2310 365 3'3 •11 375 HHETA24 24 21- 10dx11 2310 2310 2295 2310 15-16d 2310 2310 2310 2310 ?65 1 515 ?70 HHETA40 40 22- 10dx1x 2310 2310 2310 2310 15-16d 2310 2310 2310 2310 — — — — HETAL12 7 10- 10dx1x' 745 895 640 770 10 -16d 1095 1315 945 1135 415 1100 355 945 HETAL16 11 15.10dx1x' 1365 1635 1175 1410 15 -160 1890 1890 1730 1890 415 1100 355 945 HETAL20 15 15.10dx1x' 1890 1890 1705 1890 15 -160 1890 1890 1890 1890 _ 415 1100 355 945 8 SIMPSON The META and HHETA offer increased uplift capacity. This series provides an engineered method to properly attach roof trusses to concrete and masonry walls. The HETA has a heavier gauge; Ii'ETA have a staggered nail pattern for greater uplift resistance. The TSS, a companion product of the META, provides a moisture barrier between the concrete and truss. The preassembled unit is riveted with no height adjustment. MATERIAL HHETA -14 gauge; HETA -16 ga; HETAL strap 16 gauge. truss seat 18 gauge; META -18 gauge; TSS-22 gauge. FINISH: Galvanized. Some products available in Z -MAX; see Corrosion Resistance, page 5. INSTALLATION: • Use all spedfied fasteners. See General Notes. • The HETA is embedded 4' into a poured concrete bond beam or grouted block wall; HETAL is embedded 5'M. Minimum Fc: 2000 psi. • HETAL: Min. center to center spacing is 101/4"; 8' For all others. • Do not drive nails through the truss plate on the opposite side of the truss, which could force the plate off the truss. • The TSS moisture barrier may be preattached to the truss using 6d commons. CODES: BOCA, ICBO, SBCCI NER -393, NER -469; SBCCI 9603. 1. Allowable loads have been inaeased 33% and 60% for earthquake or wind loafing with no further increase allowed reduce by 33% and 60% for normal loafing criteria, for example, cantilever construction. 2. Five nails must be installed into the truss seat. 3. Parallel -to -Plate load towards face of HETAL is 1975 lbs. 4. META, HETA and HHETA with H-16' and greater have the strap wrapped over the heel to provide higher lateral loads. a META /META /HHETA /METAL. /TSS EMBEDDED TRUSS ANCHORS AND TRUSS SEAT SNAP -IN Model No. TSS2 TSS2 -2 TSS4 w 1% 3) Typical META Installed with TSS Typical HETA20 with TSS Installation HETAL HETA20 (HHETA similar) 117 En=irrimm SHAD SHAFIE, P.E. Page 15 1161 N.E. 98TH STREET Date 6/27/03 MIAMI SHORES, FLORIDA 33138 Protect: CONNERALY - STOOKMAN RESIDENCE CONCRETE BEAM DESIGN Roof Dead Load (psf): Roof Live Load (psf): Floor Dead Load (psf): Floor Live Load (psf): Maximum Roof Span (ft.): Maximum Overhang (ft.): Maximum Beam Span (ft.) WDL= W LL = LINTEL DESIGN Lintel Span WDL = WLL = (Dead Load)(Span)(1 /2) = (Live Load)(Span)(1 /2) = 8X16 CONC. BEAM W/ 4-#5's AND #3 STIRRUPS © 6" O.C. * See page 16 for calculations (Dead Load)(Span)(1 /2) = (Live Load)(Span)(1 /2) = * See page 18 for calculations 15 30 NA NA 16.5 3 16 168.8 plf 337.5 plf 9.5 168.8 pif 337.5 pif 8X12 CONC. LINTEL W/ 4-#5's AND #3 STIRRUPS Shad Shafie, P.E. 1161 N.E. 98th Street Miami Shores, Florida 33138 Rev: 506001 Concrete Rectangular & Tee Beam Design Page 1 11 Description Concrete Beam General Information Span Depth Width Beam Weight Added Internally Reinforcing Rebar @ Center of Beam... Count Size 'd' from Top 2 5 2.00in 2 5 14.00 in #1 #2 Uniform Loads #1 Dead Load 0.169 k Summary 16.00 ft 16.000 in 8.000 in Live Load 0.338 k Span = 16.00ft, Width= 8.00in Depth = 16.00in Maximum Moment : Mu Allowable Moment : Mn /phi Maximum Shear : Vu Allowable Shear : Vn *phi Shear Stirrups... Stirrup Area © Section 0.220 in2 Bending... @ Center © Left End @ Right End Shear... @ Left End @ Right End Mn *Phi 36.50 k -ft 36.50 k -ft 36.50 k -ft Vn *Phi 32.87 k 32.87 k Reber @ Left End of Beam... Count Size 'd' from Top #1 2 5 2.00 in #2 2 5 14.00 in 31.73 k -ft Maximum Deflection - 0.2647 in 36.50 k -ft 6.79 k Max Reaction @ Left 5.09 k 32.87 k Max Reaction @ Right 5.09 k Region 0.000 2.667 5.333 8.000 10.667 Max. Spacing 7.000 7.000 Not Req'd Not Req'd Not Req'd Max Vu 6.791 5.331 2.666 2.602 2.602 Bending & Shear Force Summary Deflection Deflections... DL + [Bm Wt] DL + LL + [Bm Wt] DL + LL + ST + [Bm Wt] Reactions... DL + [Bm Wt]] DL + LL + [Bm Wt] DL + LL + ST + [Bm Wt] . Upward 0.0000 in at 0.0000 in at 0.0000 in at ( Left 2.383 k 5.087 k 5.087 k Short Term k Mu, Eq. 9-1 31.73 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. 9 - 1 6.79 k 6.73 k Title : Conneraly / Sookman Residence Job t± Dsgnr: Shafie, P.E. Date Description Addition SCODe : Addition fc 3,000 psi Fy 60,000 psi Concrete Wt. 145.0 pcf Seismic Zone 0 End Fixity Pinned - Pinned Live Load acts with Short Term 0.0000 ft 0.0000 ft 0.0000 ft Mu, Eq. 9 - 2 23.80 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. 9 - 2 5.09 k 5.05 k @ Right 2.383 k 5.087 k 5.087 k Rebar @ Right End of Beam... Count Size 'd' from Top 2.00 in 14.00 in #1 2 5 #2 2 5 Start 0.000 ft 13.333 7.000 5.268 . Downward . -0.0515 in at 8.0000ft - 0.2647 in at 8.0000ft - 0.2647 in at 8.0000 ft End 16.000 ft Beam Design OK 16.000 ft 7.000 in 6.727 k Mu, Eq. 9 8.58 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. 9-3 1.84 k 1.82 k Shad Shafie, P.E. 1161 N.E. 98th Street Miami Shores, Florida 33138 Rev: 506001 Concrete Rectangular & Tee Beam Design Page 2 Description Concrete Beam Section Analysis Evaluate Moment Capacity... X : Neutral Axis a = beta * Xneutral Compression in Concrete Sum [Steel comp. forces] Tension in Reinforcing Find Max As for Ductile Failure... X- Balanced Xmax = Xbal * 0.75 a -max = beta * Xbai Compression in Concrete Sum [Steel Comp Forces] Total Compressive Force AS Max = Tot Force / Fy Actual Tension As Neutral Axis [gross (cracked Elastic Modulus Fr= 7.5 *Pc".5 Z:Cracking Eff. Flange Width ACI 9-1 & 9 -2 DL ACI 9-1 & 9 -2 LL ACI 9-1 & 9-2 ST ....seismic = ST * : 1.400 1.700 1.700 1.100 3.575 in 2,730.67 in4 762.03 in4 3,122.0 ksi 410.792 psi 114.293 ksi 8.00 in Center 2.095 in 1.781 in 36.327 k 0.865 k - 37.200 k 8.286 in 6.214 in 7.043 in 107.756 k 34.999 k 142.755 k 2.379 in2 0.620 OK ACI 9-2 Group Factor ACI 9-3 Dead Load Factor ACI 9-3 Short Term Factor Title : Conneraly / Sookman Residence Job A Dsgnr: Shad Shafie, P.E. Date Description Addition Scope : Addition 1.001,EL d 2.095 in 1.781 in 36.327 k 0.865 k - 37.200 k 8.286 in 6.214 in 7.043 in 107.756 k 34.999 k 142.755 k 2.379 in2 0.000 OK Mcr Ms:Max DL + LL R1 = (Ms:DL +LL)/Mcr Ms:Max DL +LL +ST R2 = (Ms:DL +LL +ST)/Mcr I :eff... Ms(DL +LL) I:eff... Ms(DL +LL +ST) Right End 2.095 in 1.781 in 36.327 k 0.865 k - 37.200 k 8.2857 in 6.214 in 7.043 in 107.756 k 34.999 k 142.755 k 2.379 in2 0.000 OK Additional Deflection Calcs 11.68 k -ft 9.53 k -ft 1.226 20.35 k -ft 0.574 2,730.667 in4 1,134.791 in4 ACI Factors (per ACI, applied intemally to entered loads) 0.750 UBC 1921.2.7 "1.4" Factor 0.900 UBC 1921.2.7 "0.9" Factor 1.300 1.400 0.900 Shad Shafie, P.E. 1161 N.E. 98th Street Miami Shores, Florida 33138 Rev: 508001 ConCrete Rectangular & Tee Beam Design Page 1 Description Lintel General Information Span Depth Width Beam Weight Added Internally Reinforcing Rebar @ Center of Beam... Count Size 'd' from Top 2 5 2.00in 2 5 10.00 in #1 #2 Uniform Loads #1 Bending... @ Center © Left End @ Right End Shear... © Left End @ Right End Dead Load 0.169 k Su Span = 9.50ft, Width= 8.00in Depth = 12.00in Maximum Moment : Mu Allowable Moment : Mn /phi Deflections... DL + [Bm Wt] DL + LL + [Bm Wt] DL + LL + ST + [Bm Wt] Reactions... DL + [Bm Wt]] DL + LL + [Bm Wt] DL + LL + ST + [Bm Wt] 9.50 ft 12.000 in 8.000 in Mn "Phi 25.34 k -ft 25.34 k -ft 25.34 k -ft Vn•Phi 29.89 k 7.46 k Live Load 0.338 k Rebar @ Left End of Beam... Count Size 'd' from Top #1 2 5 2.00 in #2 2 5 10.00 in 10.68 k -ft 25.34 k -ft 3.74 k 29.89 k 1.262 k 2.867 k 2.867 k Short Term Maximum Shear : Vu Allowable Shear : Vn•phi Shear Stirrups... Stirrup Area @ Section 0.220 in2 Region 0.000 1.583 3.167 Max. Spacing 5.000 Not Req'd Not Req'd Max Vu 3.741 3.021 1.511 Mu, Eq. 9 -1 10.68 k -ft 0.00 k -ft 0.00 k - ft Vu, Eq. 9 -1 3.74 k 3.70 k . Upward 0.0000 in at 0.0000 ft 0.0000 in at 0.0000 ft 0.0000 in at 0.0000 ft a( Left Title :Conneraly / Sookman Residence Job A Dsgnr: Shad Shafie, P.E. Date Description Addition Scooe : k 4.750 Not Req'd 1.475 Addition fc 3,000 psi Fy 60,000 psi Concrete Wt. 145.0 pcf Seismic Zone 0 End Fixity Pinned - Pinned Live Load acts with Short Term 6.333 Not Req'd 1.475 Mu, Eq. 9 -2 8.01 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. 9 -2 2.81 k 2.78 k © Right 1.262 k 2.867 k 2.867 k Reber @ Right End of Beam... Count Size 'd' from Top #1 2 5 2.00 in #2 2 5 10.00 in Start 0.000 ft Maximum Deflection - 0.0331 in Max Reaction © Left 2.87 k Max Reaction @ Right 2.87 k 7.917 Not Req'd 2.985 End 9.500 ft Beam Design OK 9.500 ft Not Req'd in 3.705 k Bending & Shear Force Summary Mu, Eq. 9-3 2.70 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. 9-3 0.94 k 0.94 k Deflection . Downward . - 0.0135 in at 4.7500ft - 0.0331 in at 4.7500ft - 0.0331 in at 4.7500ft Shad Shafie, P.E. 1161 N.E. 98th Street Miami Shores, Florida 33138 Rev: 506001 " Concrete Rectangular & Tee Beam Design Page 2 II Description Lintel Section Analysis Evaluate Moment Capacity... X : Neutral Axis a = beta * Xneutral Compression in Concrete Sum [Steel comp. forces] Tension in Reinforcing Find Max As for Ductile Failure... X- Balanced Xmax = Xbal * 0.75 a -max = beta * Xbal Compression in Concrete Sum [Steel Comp Forces] Total Compressive Force AS Max = Tot Force / Fy Actual Tension As Additional Deflection Calcs Neutral Axis (gross (cracked Elastic Modulus Fr= 7.5 *fc".5 Z:Cracking Eff. Flange Width ACI 9-1 & 9-2 DL ACI 9-1 & 9-2 LL ACI 9 -1 & 9-2 ST ....seismic = ST * : 1.400 1.700 1.700 1.100 2.960 in 1,152.00 in4 359.90 in4 3,122.0 ksi 410.792 psi 114.293 ksi 8.00 in Center 2.095 in 1.781 in 36.327 k 0.865 k - 37.200 k 5.918 in 4.439 in 5.031 in 76.968 k 28.055 k 105.023 k 1.750 in2 0.620 OK ACI 9-2 Group Factor ACI 9-3 Dead Load Factor ACI 9-3 Short Term Factor Title :Conneraly / Sookman Residence Job # Dsgnr:Shad Shafie, P.E. Date Description Addition Scone : Addition Left End 2.095 in 1.781 in 36.327 k 0.865 k - 37.200 k 5.918 in 4.439 in 5.031 in 76.968 k 28.055 k 105.023 k 1.750 in2 0.000 OK Mcr Ms:Max DL + LL R1 = (Ms:DL +LL)/Mcr Ms:Max DL +LL +ST R2 = (Ms:DL +LL +ST)/Mcr I:eff... Ms(DL +LL) I:eff... Ms(DL +LL +ST) Rlaht End 2.095 in 1.781 in 36.327 k 0.865 k - 37.200 k 5.9184 in 4.439 in 5.031 in 76.968 k 28.055 k 105.023 k 1.750 in2 0.000 OK 8.57 k -ft 3.00 k -ft 2.193 6.81 k -ft 0.965 1,152.000 in4 1,072.003 in4 ACI Factors (per ACI, applied intemally to entered loads) 0.750 UBC 1921.2.7 "1.4" Factor 0.900 UBC 1921.2.7 "0.9" Factor 1.300 1.400 0.900 ( 7— (* (address) /C‘ continue the permitting process. BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138 -2382 TELEPHONE (305) 795 -2204 FAX (305) 756-8972 RECEIPT S contractor /owner, picked up 2 sets of plans for f the Building and Zoning Department on (date) to have corrections done to plans and/or get County stamps. I fin• :: that the plans need to be brought back to Miami Shores Building and Zoning to Miami Shores Village '56 Buildin g Department artment IIMMITYRI/ -! /A � ;• MIA X411 rt t _10 Ii BUILDING CRITIQUE SHEET 1 r ... . 1 r 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:'(305) 7952204 Fax: (305) 756.8972 Permit Noy t3P 03 4/4 PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,I+ L 34275 Your application for Notice of Acceptance (NOA) of: 1 "x Std. Wall - Aluminum Tube Clipped Mullions under Chapter S of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade ounty Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails co perform in the approved mariner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 0912.05 EXPIRES: 06/23/2006 MlA1M1 -DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE N -DADE FLAGLER BUILDING 140 WEST FLAG um SI :M SUITE 1603 MIAMI. FLORIDA 3 31'30-1563 (305) 375.2901 FAX (305) 375 -2903 CONTRACTOR 1.1C NSINC: SECTION (305) 375.2527 IAN (305) 375.2553 coNTitACrou ENFORCEMENT DIVISION (305) 375.2966 VAX (305) 375.2903 PRODUCT CON NOL DIVISION (305) 375.2902 FAX (305) 3722 -6339 Raul Rodriguez Chief Product Control Division THIS IS THE COVLRSHEET, SEE ADDITIONAL P:\GcS FOR SPECIFIC -kND GENERAL CONDTTTONS 13UTLDING CODE & PRODUCT REVTEW COMy1TTTF,E This application For Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set Forth above. APPROVED: 0(i2g /2fl01 v \\ s0450001 \pc200011cemplaces\nouce ac:e?unce cover pige.doc t ,,tn --, nr rn.,it•Nrl,l.ne•- ..�.- ..........- /.`,t, ..:1.7:.. .......i _.. .. i:.._ 4 tt_ — ._ Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliance Oflicc 1 1 PGT industries ACCEPTANCE No.: 00- 0912.05 APPROVED EX P1RES NOTICE O1' ACCEPTA-NCE: SPECIhIC CONDITIONS JUN 2 8 2001 JUN •2 8 2006 1. SCOPE 1.1 This approves a clipped mullion system, as described in Section 2 of this Notice of Acceptance. designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. PRODUCT DESCRIPTION The 1 "x Standard Wall - Aluminum Tube Clipped Mullion and its components shall be constructed in strict compliance with the following documents: Drawing No 6620, Sheets 1 through 5 of 5, titled "1" Std. Wail Mullion Arrangement Detail ", prepared by manufacturer, dated 4/28/00, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp; with the Notice. of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.I This approval applies to clipped structural mullions to be installed vertically or horizontally, as shown in the approved drawings. 3.2 For Design Pressure Rating vs. Mullion Length and Opening Width, for either 1x2x.125 (2 anchors) mullion or Ix4x.125 (4 anchors) mullion, sce corresponding table in approved drawings. 3.3 Window sizes and design pressures arc to be limited only to thosc appearing on charts referenced above and also listed in the individual window's Notice of Acceptance. 4. INSTALLATION 4.1 The clipped mullion system and its components shall be installed in strict compliance with thc approved drawings. 4.2: ' This mullion can be installed as part of an impact resistant unit. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved 6. BUILDING PERMIT REQUIREiVIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance, with mullion option indicated. 6.1.2 Tie Notice of .Acceptance clench door and /or fixed lite attached to mullion. 6.1.3 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.4 Any other documents rcouircd by the Buiidin2 31ficial or thc South Fiori Building Code (SF 3C) in order to properly e valuate the install:: n of t lis system 2 4/ i /1 0 • ' Manuel Pert' ' P.E. Product Con Examincr .Produ I — ntro! D i vision POT Industries 3 .ACCEPTANCE No.: 00- 0912.05 APPROVED EXPIRES NOTICE OE ACCEPTANCE: STANDARD CONDITIONS JUN 2 8 2001 JUN 2 8 2006 - 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filet and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a. There has ben a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. If the Acceptance holder has not complied with ail the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in thc materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval his beer. requested (through thc filing of a revision application with appropriate fcc) and granted by this office. 5. Any of the following shall also be grounds For removal ttthis Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami-Dade County, Florida, and followed, by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available For inspection at the job site at all time. The engineer needs not reseal the copies. 3. Failure to comply with any section of this ,-Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. TEND OF THIS ACCEP',NC'E Manuc!Perez, P.E., Product Coo -tr TExarnincr ?rodu1ntrol Division APPROVED WOOD BUCK 1 112" OR MORE THICK • NOTES: F.K. otrome 114' MAX. SHIM r 3116' OR 114' TAPCON #12 OR 1114 (SEE NOTE 1 BELOW SCREWS AND SHEET 1, NOTE 4) 11 1/4" MAX. SHIM 3116' OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1 et a� 170ao F , � 7AZ 111' MIN. E OPERABLE UNfl FRAME TO W000 BUCK 1 112" OR MORE THICK A ADDEDDMSCREW DP110N ort APPROVED WOOD BUCK LESS THAN 1 112' THICK (SEE NOTE 3) 11/4' • MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE 1 114' MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE Wl WOOD BUCK LESS THAN 1 112' THICK 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2' OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2' THICK TO BE ENGINEEFFEb BY OTHERS. APPROVED WOOD BUCK 1 112" OR MORE THICK (SEE NOTE 2) 114' MAX SHIM --i #12 OR #14 SCREWS 114' MAX. SHIM 1 3116' OR 114' TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) saw 71924VOLOGY lS NO�IfQ R 3atli P.O. /CM i Walla a SUN vtsrb$ Beers 1 11T MIN. EMBEDMENT FIXED UNIT FRAME TO W000 BUCK 1 112'' OR MORE THICK 1 MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE ANCHORAGE DETAILS APPROVED WOOD BUCK LESS THAN 1 112' THICK (SEE NOTE 3) 3/18' OR 114' TAPCON (SEE NOTE 1 BELOW AND SHEET 1. NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. ALUMINUM CASEMENT WINDOW, IMPACT ammere saw NTS �11 w 1 f 1 7045.8 • 1 114" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 112". THICK Approved r marl*, oft do Plt+ida i Dote NOM tea. ?redone • F F Luo.. A Tumor, P.Q. PE ISM M odiniod c c * c c c c c 1 ITEM DWG 67 63 69 70 71 72 7036 1224 1634 7006 7040 1635 331 7011 7012 7019 7010 617247 6163K 61635K 60976 7b I2PSTW/B 67004 7f2x1PPT 711573 7PLDHD NO CHO THIS SHEET PARTS UST DESCRIPTION FRAME • HEAD SQL A JAMS X 1 QUAD P11 FRAME COD= KEY 112'X1/2 XU1" QA L FOAM TAPE SASH • TROP. BOTTOM t SIDE RAIIS 01 X 1 QUAD PH Stets BL B WEATHERSTRIP .1$7X340 SASH CORNER KEY MM( 14U1.114OQiT LOCK LACK SUPPORT PLATE /1044 X .562 PH. FN. TYPE T1•LOCK KEEPER (LH. t L.N.) q X .875 PH. FN. SlI(S BAR GUIDE BAR /LY MAX DA DYAD OPERATOR MAXL1D DUAL ARM OPERATOR PEIIATOR GASKET BACKING PLATE 6$•3 X .375 FH. PN. TYPE B STUD BRAQEET 6.11. s R.H.) X Ilr FLT. PIIZ. SM1 TOR TRACK & SLIDER (DUAL ARM) SNAPAIN HANDLE 12' HINGITEAVY DUTY) 10X.500 PH. PIIL. MW LAMINATED (I/8A & VIM GLASS) .090 INNER LAYER.- SCWUA OR DUPONT PVB 5/16' LAMINATED (1/M & 1/1113 GLASS) .090 INNER IAYJI - SOLUTIA OR DUPONT PVB 7116' LAMINATED (3/16A & 3 /16HS GLASS) 7042 GLAZING BEAD (7/167 .090 INNER LAYER - SOWM OR DUPONT PVB 7/16' LAMINATED (3/16}13 & 3/16HS GLASS) .090 INNER LAYER • SOLUTIA OR DUPONT PVB GLAZING BEAD (WIC) VINYL BULB WSTp(THIQC) SILICONE - DOW CORNING 899 OR 995 PARABOND BETTING BLACK SCREEN FRAME SCREEN CORNIER KEY SCREEN a m SCREEN SFUNE - SERRATED SCREEN CIz t X 300 SQ. PN. TEK SMS FRAME ASS'Y. TUBE *12 X 1' PH. PHIL TEK. LACK SUPPORT PLATE LACK SPACER SNAP •N T•HANLH.E KNOB FOLDING HANDLE ved )TEM 73 74 75 10 11 12 t070 TECHNOLOOY CAVE NOKOMIS, FL SCUP P.O. aaoc 101 Nacari a sari DWG 7023 7016 7005A 1155 7010 7007 .523" --1 .O5O V)d* Bower PARTS U3" cONT. POT. It DESCRIPTION MAXIM SINGLE LOCK SINGLE E LOCK KEEPER 70134A 98 X .750 QUAD FN SMS FDL1:D WINDOW FRAME - HEAD. S11L & IAMBS 711PQA 6t X I QUAD PN SMS FIXED FRAME OOR74ER KEY INSTALLATION HOLE COVER .865' 5/16" GLAZING BEAD MAIL: 6063-TO DWG# 7036 7/16' GLAZING BEAD MAT$: 6063 -T6 DWG# 7042 " CASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 .125' 062" PARTS LIST & EXTRUSIONS --" 1 1.124' .093' CASEMENT FRAME ASSEMBLY TUBE MATH: 6063`T6 DWG# 7004A 993' .04V — INST ALLATION HOLE COVER MAIL: 6063 -T6 DWG# 7007 2.701' Sy .288" _f-- PE 161201 c F C C c c F c c Fx now op FRAME ASSEMBLY TUBE, MAT'L: 6063•T6 'X' FRAME JAMB FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 `X' FRAME JAMB Fx 'XX' FRAME ASSEMBLY DETAIL "XO' 8'XOX" FRAME ASSEMBLY DETAIL SOME Dine unrioz FRAME HEAD OR SILL #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. WI (2) SCREWS 3' APART AT MID-SPAN "X' FRAME JAMB 1 #12x1 PH TEK SMS 13' MAX. O.C. W! (2) SCREWS 3' APART AT MID-SPAN 'O' FRAME JAMB REVISED FRAME ASSY DETAN. SCREW SPAC010 SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL 1070 TECHNOLOGY OWE A OW* a &Ws P.0. 110X 1520 A51100w11E 7'l34t74 NOTE: ALL ALUMINUM SHAU. BE OF 8063 -T8 #8x1 QUAD PH SMS (2) PER CORNER SASH TOP OR BOTTOM RAIL at .434' 2.854' .082' NOM. 1.159" 2.139" SASH FRAME HEAD, SILL, JAMB MAT'L: 8063 -T8 DWG# 7003A FIXED FRAME HEAD, SILL, JAMB MAT'L: 8083 -T8 DWG# 7005A EXTRUSIONS a ASSEMBLY DETAILS L 2.784' FRAME HEAD, SILL JAMB MAT'L: 6083 -16 DWG# 7002A 2.919' ,Z- t.z- 3/t(/03 PE /611101 Ir.eaSrat MAX. HEIGHT (SEE SHTS. 2 & 3) Woad Br FINIS Apia AK - vac ounAc fJC Iblot 12/17/02 VERTICAL SECTION .EPERABLE UNIT Alwohiera A L NO CHO THO SHEET MAX. VENT DAYLIGHT OPENING (SEE SHT. 2) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 2 & 3) VERTICAL. SECTION FIXED UNIT 1079 11512 1iOf.OGY DRAM NOW AK FL NM t.a eQor NOKOMIS. a sit REFERENCE 'CO' & "XOX' FRAME ASSEMBLY DETAIL, SHEET 9 MAX. FIXED LITE DELIGHT OPENING -- (SEE SHT. 2) MAX. WIDTH (SEE SHT.2) HORIZONTAL SECTION - XOX 1 "61 1 40 .4 MAX. VENT DAYLIGHT OPENING J © (SEE SHT. 2) 0 0 MAX. WIDTH (SE ' HT. 2) VW* Sews W W MAX. VENT • - DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - X SECTIONS HORIZONTAL SECTION - XX NTS 8 - 11 REFERENCE "XO' & "COX' FRAME ASSEMBLY DETAIL, SHEET 9 OCD REFERENCE MC FRAME ASSEMBLY DETAIL, SHEET 9 Om PE 1164201 Approved sis sompipbs via Om Mei ESL- P !t's? c c c c c c c c r • c NI•r4 ' • - • ` , • + . W"r ( • I'r ' i . • , I "• • . I . • • /•1` 1r . ••.., Y ; • I 7(0X' WIDT - VENT WIDTH FIXED WIDTH HEIGHT 28.000 , c - '• : -.000 . c ' - - 38.375 . c - -a 43.000 48.000 . - •Y. 1 c - 4 1 . 50.E ' do -' • i . 54.000 1 c ''111-: • 57.000 1 c _ =- • 80.000 ` do 83.000 ..• . • •': Y I 89.264 19.126 ' A -75.0 70.0 - 75.0 70.0 -75.0`70.0 70.0 -84.9 84.9 -60.6 60.6 -58.1 58.1 -58.1 -75.0.70.01-71.0' 56.1 X63.3 53.3_-50.5 50.5 104-75.0 70.0 31.014 , my -75.0, 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 76.0 70.0 -75.0 70.0"-75.0 70.0 - 90.0 70.0 - 90.070.0 -90.0 70.0 70.0 -90.0 , 70.0 _ -90, • 70.0 -90.0 70.0 -90.0,70.0 - 90.0.70.0 -90.0 70.0 •68.919 24.000 -75.0 ` 70.0 49.1 89.1 - 63.4 634 - 56.57_56.5 50.4 -47.5 47.5_-44.1 44.1 -41.6 41.6 - 392 39.2 - 36.9 369 38.919 B - 75.0.70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0'70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 - 73.8 70.0 C - 90.0 70.0 -90.0 70.0 -90.0 70.0 •90.0 70.0 - 90.0 70.0 . -90.0 70.0'40.0 70.0 -90.0,70.0 -89.4 70.0 45.2 70.0 • 95. A 26.500 - A -75.0 - 80.5 60.5 - 57.257.2 -82.1,82.1 -55.2 55.2 -52.6 52.6 -49. 49.1 -48.2 -75.0",70.0=-75.0 -81.9 48.2 70.0 43.6 •77.2 43.6 .41.1141.1 70.0 75.0 70.0 73.1 70.0 70.0 42.973 - g 75.0 70.0 75.070.0 -75.0 .75.0 70.0 75.0 70.0"-75.0 70.0 - 75.0 C -90.0 , 70.0 -90.0 70.0 -90.0,70.0 -90.0 70.0 _ -90.0 70.0 -90.0 70.0 -87.0. 70.0 108.649 30.000 A -75.0 70.0 -83.5, 53.5 -50.4 50.4 - 54.5 54.5, -50.7 60.7 -48.2 48.2 9 44.9 -42.0 42.0 - 40.1 40.1 - 38.0 48.849 , B -75.0 70.0 -75.0 70.0,-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0'70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 , C -90.0 70.0 -90.0 70.0 - 90.0 70.0 40.0 70.0 44.7 70,0 -79.5 70.0 - 73.6.70.0 -69.7 59.7 88.3 -63.1 63.1 ■ 115.692 32.000 51.892 A 75.0 .0 -49.9 49.9 - 48.8 L 48.8 -61.3 51.3 47.4 47.4 - 45.5 45.5 ;-42.7 - 42.7 -40.7 40.7 -38.6 38.8' 46.5.36.8 'B •75.0 70.0 -75.0 70.0 -75.0' 70.0 - 75.0 70.0 - 76.0.70.0 - 75.0 70.0 . -75.0 70.0 -75.0.70.0,-75.0 -64.8 84.8,-61.4, . 70.0 - 73.2.70.0 81.4 - 58.8 58.8 C -90.0 72 -90.0_ 70.0 40.0 70,0 40.0 70.0, -78.6 70.0 -73.2 70.0 -68.3 86.3 122.000 33.687 _ 54127 A -75.0 70.0 -47.3 47.3 -44.0 44.0 -48.4 48.4 '-44.7 44.7,-42. = 42.8 -41.4' 41.4 -39.5. 36 5 -37. 37.5' 45.7;367 9 -75.0 70.0 75.0 70.0 • - 75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70 -710 70.0 -7510,70.0 44.1 70.0 -71.4 70.0 C:90.0 79.0 -90.0 70.0 . -90.0 70.0 - 85.8.70.0 -74.0' 79.0 49.4 69.4 . -64.7 84,741.0 81.0 -58.4 564 x - 55.7.55.T 123.135 34.000 55.135 A - 75.0 .0 -46.8 46.8 - 43.6 43.6 -47.9 47.9 -44.3 44.3 -42.4 42.4.-41.1 41.1 -39.3_39.3 47.3 37.3 _ -35.5 35.5 B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0.30.0% 75.0 70.0 -75.0 70 0 -75.0 70.0 " -74.( 70.0 -71.0 70.0 C, �-90.0 70.0 40.0 , 70.0 -90.0 70.0 - 05.0" 79.0 33.1 70.0.-068 65.8-64.1 i -6J. 80.4 ` -57.11 57.9 ,-55.2 55.2 126.000 34.791 58.418 A -75.0 70.0 45.5 45.5 -42.8 42.6,- 48. 48.7 - 43.1 43.1 -41.8 41.8 -40.2 40.2 - 38367 -38.9 30.9 - 35.0 35.0 B -75.0 70.0 -75.0 70.0 - 76 70.0 70.0 70.0 -75.0 70.0 -75.0. 70,0 -75.0 70.0 - 73.7 70.0 -70.1'70.0 C -90.0 70.0 -90.0 70.0,-90.0 70.0 -82.8 70.0" -71.3 70.0 - 67.3 67.3 -82.5 52.5 -59.2 59.2 1 -56,5 56.5 `- 53.8 53.8 130.000 35.896 58.209 A •74.4 70.0 -43.8 43.8 .41.2 41.2 -45.1 45.1 - -41.5 41.5 40.4 40.4 -38.9 38.9 -37.7 37.7,-36.2 362 -34.3 34.3 B •75.0 70.0 -75.0 70.0 - 76.0 70.0 70.0 -76.0 70.0 70.0 - 75.0 -75.0 70.01 -72.4 ' 70.0 -88.6 88.8 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 - 69.3 69.3.-85.3 65.3 40.8 60.8 -57.6 57.8 - 54.7 54.7 -51.9 61.9 130.378 36.000 ' 58.378 A -74.3'70.0 •43.5 43.5 -41.0 41.0",45.0',45.0 -41.4 41.4 - 40.3 40.3 -38.8'38.8 -37.8,37.8 -36.1 36.1 -34.3 34.3 B 75.0 70.0 75.0 70.0 _ -75.0 70.0 -75.0 70.0,-75.0 70.D 70.0 -75.0 70.0 -75.0 70.0 -72.3, 70.0 -6.5 68.5 C -90,0 70.0 -90.0 70.0 -90.0 -69.1 89.1 . - 65.1 65.1 I - 60.5.60.5 _ -57.4 57.4 -54.6 54.6 , -51.7 51.7 134.000 37.000 60.000 - A -72.9 70.0 -42.2 42.2 - 39.7 39.7 43.5 -40.4 40.4 - 39.2 39.2 -37.7 37.7 45.7'38.7 - 35.5 35.5 43.7 33.7 : -75.0 70.0 -75.0 0.0,-75.0_70.0 - 75.0 -75.0 70.0 -75.0 70.0,-75.1 70.0 - 73.3 -71.0 70.0 47.4 87.4, C_-90.0 70.0 -90.0,70.0 -77.1_70.0_47.3 67.3 i - 63.3. 63.3 -59.1' 59.1 - 55.9 55.9 -53.0 53.0 -50.0 50.0. ;OMPARATNE ANALYSIS TABLE 11 BASED ON 1/4' APCONS OR !1 SL:REWS] TABLE 12. (BASED ON 1/4" TAPCONS OR 014 SCREWS) "XO" or "OX" & "XOX" UNEQUAL UTE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/18" LAMI (3/16"HS,.090,3/18 "HS) ALL "XOX" SIZES UP TO 134.000" WIDE x 8 .000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND -90.0 1 70.0 ALL "X0"-or "OX" SIZES UP TO 97.000" WIDE x 53.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX FIXED WIDTH NOTE IF USING:3L113' TAPCONS OR 912 SCREWS DESIGN PRESSURE FOR "XO' OR '0X' AND 7.0X" WINDOWS IS LIMITED TO 41.3 P.S.F. Mei at FJC wrw FX one - Toe"rr.,e 317/03 A REVISE TANI ft GLASS NM A 1 C Dior ban 12/1702 'XO' a'OX' WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. twa MCAPIOLOOY CANE NQKbMA R Nt76 A0. 182/ - ALT Or Vn a own v1IC]RVrw•••, ••qj TEST REPORTS: FTL -3580, FTL-3582 PRESSURES- UNEQUAL CONFIG. XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT - x 0 X UNEQUAL L ITES X 0 UNEQUAL LJTES 0 UNEQUAL UTES Approval , ,z-- 3/2 I/03 Loam A 1lsrwr, P.E. PE MOH blemisMIOM JT ;Zi.� '�' = 'L 3ic -} 'i/ 1Vi /ra t:( t lO • .il -:'s c'I vi arc • - • I1`. i/: W_'%fi :►14LI i'= 114- •'i[4111',ljifk•y:^ ► :+ /Ji E=jIIII•1i1i1• i /!'.liCilY w[►;':► _ l__ _ PRI 1.• 1. .•. 1.• - i , c► CIA LT,TI t C •► 1 -1 BIT] 1► ► ffll ► ► IS !DT D -75.0 CM 7.0 a C1 -7 0 ► 0 15'1 D 75.0 IA Ems] 1E n L3 D D 11 '• 1,l BM I 1714 711 • ...0 . Cli11691.1 LI -7..0 70.0 48.7 L A C N:111 • I] -7.0 I IYIT1 . 0.. Eif!1lujo [•� Eral • • 7 ' . • Gl - • .0 0.0 1:1/1 ► " " n l�] FIX!l ff� ►l ► .0 -75.0 -75.0 -90.0 75.0 -75.0 -90.0 -75.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -75.0 -75,0 -90.0 -75.0 75.0 • -74.2 -7•.0 70.0 70.0 70.0 70.0 70.0 70.0 • 70.0 70.0 70.0 -75.0 -75.0 -90.0 -70.3 -75.0 -90.0 -65.0 -75.0 7► 0 -90. -60.8 -90.0 -57.1 -75.0 -90.0 -562 -75.0 -900 -55.0 -75.0 -90.0 70.0 0. 70.0 70.0 70.0 ItEll 0.0 70.0 70.0 80.8 68.2 ... .,► ► ► 90.4 L3 Ell MI MI Cal EM][ ] W►] P .► ► 3 •] 11411F11 WM BTU 11/451 ETFIIFFKI ] M 1.,► 90.0 70� IFATI FLU E2( ►► . IE .► .► IFFFI WI] 67. ►] • El] Mal ED C ! i bail i' ► 70. ► F] ► l 61 FIT] -75. ► • • ] ►.O ] FM 38.000 -75.0 -90.0 el -75.0 -90.0 -82.4 -90.0 -58.0 -75.0 -90.0 -64.3 -75.0 41.3 -75.0 - .0 LW] -75.0 38.375 70.0 -7 ► 70.0 47.9 70.0 -75.0 70.0 -90.0 82.4 -58.4 58.0 -54.8 70.0 -75.0 70 0 -90.0 54.3 -51.1 70.0 -75.0 --00 51.3 -48.3 70.0 -75.0 70 0 -90.0 47.9 -44.5 70.0 -75.0 100 161.1111E-: ►A►l 70.0 70.0 58.4 54.6 70.0 0.0 51.1 70.0 48.3 70.0 .0 44.5 70.0 -75.0 -90,0 .83.3 -59.3 -75.0 40.0 95.1 75.0 -52.7 -75.0 -90.0 -75.0 -49.1 -75.0 -88.9 -47.5 -75.0 -84.3 -48.2 -75.0 -81.8 90.4 59. 70.0 70.0 83.3 70.0 70.0 59.3 70. 70.0 55.1 70.0 -50. .0 • 49.1 70.0 -90.0 49.8 -75.0 -53.8 -75.0 -90.0 -51.4 -75.0 -45.3 -75.0 •41.3 -76.0 -89.0 70.0 ElfIl 70.0 53.8 70.0 0.0 51.4 70.0 ► . Ern EEEI Oki . .1 FLU 51 FIT1 mil I l E71. I EA -48.7 48.7 -48.9 Cal 93.6 E •3 -41.3 Ian ffF1i►] ► ► EOM FI►X'] 7 0 FL ] 1 l • rail •0 ] • ► 111 ETIF1 ► • . i • • IEE ' E CEX C Ai EXIIEIFILUE1 CF 1 L II -40. 40.1 E E 38.0 r QU DIM 70.0 7 0 0. ► E►1 0. ► MIIlFI161 �Z3]Ira] Win ETA-] 671 157r1 FM EMI) • • -88.5 ( ► En MI E I [ fl Ell Mal EL] Lk 7 La] EMU FI►F] 45.3 70.0 70.0 57.1 70.0 70.0 58.2 70.0 • . 55.0 • • 00 -90.0 -48.4 -75.0 -90.0 -44.8 -75.0 • 70.0 -90.0 48.4 -43.3 70.01-75.0 70.0 -90.0 44.8 - -42.1 70.0 = -76.0 7 ► .. -90.0 4 -40.9 • • 70.0 43.3 70.0 70.0 42.1 70.0 • 1 40. 70. 70. 70.0 47.5 70.0 70.0 48.2 70.0. 7 • • 114 .0 • -75.0 43.9 -75.0 -72.5 -42.5 -75.0 70.0 43.9 70.0 70.0 42.5 70.0 1 • 41.3 .0 -70.1 - 42.2 -75.0 - 88.4 -41.2 -76.0 70.0 42.2 70.0 68.4 41.2 70.0 .7 40.2 70. -75.0 -65.4 -40.8 -75.0 -83.8 -39.8 -75.0 -38.7 -75. 7 ►.0 85.4 40.8 70.0 63.6 39.8 70.0 1 .7 .0 6 . 70.0 69.0 50.826 -90. -75.0 -60.9 -48.8 -75.0 -43.4 -75.0 -40.2 -75.0 -84.9 70.0 48.9 70.0 70.0 43.4 11 54.000 -43.8 -75.0 -90.0 -50.0 -75.0 -90.0 tom Inn 0.0 inn ± 0 or7 L ] -45.3 mi -75.0 -41.9 -80.4 47,9 48.4 70.0 70.0 50.0 70.0 70.0 70.0 41.9 -75.0 -90.0 -48.9 -42.5 -75.0 -39.8 -75.0 -61.8 -39.1 -75.0 -60.1 -38.5 -75.0 UNA 41.1 70. 70.0 48.9 42.5 70.0 70.0 61.8 39.1 70.0 80.1 38.5 70.0 58.7 Z 0 7 : 1 ITZ l lEk1 15714 Fal UM 1771 ETTI i•� ,►► ►► 861 CIM hII1 IFOR •, E.:44 1E IWO Qj ► ► -38.8 -75.0 -87.4 -44.3 -42.1 -39.2 -75.0 -59.1 -372 -74.3 -57.5 -38.7 -73.3 -56.9 38.6 70. 70,0 44.3 - 6.0 .0 392 -38.5 161 -83.2 -41.9 -75.0 -75.0 47.1 0 . s-airynErznim 70.0 38.4 70.0 37.1 38.2 .0 7 ►.0 59.1 37.2 70.0 57.5 38.7 70.0 .9 36.1 -58.4 -35.4 -70.8 -54.8 -34.8 -89.8 - .2 58.4 35.4 70.0 54.8 34.8 69.6 .2 51.8 0 38.000 37.000 39.500 42.000 45.000 48.000 50.500 53.125 54.000 55.500 57.000 58.500 60.000 Fined .,: DeTw Mar 72.000 74.000 79.000 84.000 90.000 98.000 101 • 106.37 108. 111. 114.0 117. 120. A -72.9 70.0 - 53.4 53.4 8 -75.0 M o -15.0 70.0 -42.2 42.2 -39.7 39.7 - 43.5 43.5 - 40.4 40.4 - 39.2 39.2 -76.0 70.0 -75.0 70.0 75.0 70.0 - 75.0 70.0 -75.0 70.0 37.6 37.8 - 38.7 36.7 -36.5 33.5 - 33.7 33.7 75.0 79.0 -73.3 70.0 -71.0 70.0 47.4 67,4 0 NOTE IF USING 311 TAPCONS OR 112 SCREWS DESIGN PRESSURE FOR "0' WINDOWS IS LIMITED TO 52.1 P.B.F. DESIGN PRESSURE FOR "tor WINDOWS IS LIMITED TO 41.3 P.S.F. Awned s eMpQI•t i•ief die s ... c .. D.+.' k ;, ROA. 0 r , 11 , r4 , Met Piedra - bow ap- FX. Osos 12/17/02 A G -90,0 70,0 -90.0 70.0 sge REVISE TA&E 6, Dues TYPE SAS C -90.0 70.0 -90.0 70.0 -77.1 70.0 97.3 87.3 -63.3 63.3 ABLE 7.(BASED ON 1/4" TAPCONS OR *14 SCREWS) "0" b "114- 1/2-1/4 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7116 LAMI (3118 "HS,.090,3116"HS) ALI_'"O" SIZES UP TO 80.000" WIDE x 63.000" HIGH AND AU. "XOX" SIZES UP TO 120.000" WIDE x 63.000' HIGH 1-90.01 70.0 t lord 7ECHNOLOOY POW Fair as R. 34271 I.O. BOX 1529 NOKOMia. FL 34271 visibly Beyer BGZ -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 5Q.0 PRESSURES- 0 8 1/4 -1C1 -114 XOX COMM. WINDOWS ,s . ALUMINUM CASEMENT WINDOW, IMPACT :_- -- ars. Nrl. A+T� 04.740 I NTS I 3 le 11 I 7045-0 la•cas► A. T.rnw, P.E. PE 066201 Plecisordal * c a • c L c c 1- c F c h "XO" 1 • 1a *MX' ii • Ill 28.200 •' mot - 'I 31. • C 000 -•.•: 36.000 • -( t •••-t.: 38.375 • c ''S : 43.700 • Z• -yet: 48.300 • 'C .,.j 60.825 •!''t -•0: 54.300 • -r C -• .T: 67.000 • -'0' -: 60.000 • 't - -e: 63.000 • t -•.T: 37.000 66.600 A -75.0 70.0 -75.0 70.0 76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 700 -73.0 70.0 48.000 72.000 A -75.0 70.0 -75.0 70.0 -75.0 700 -75.0 70.0 76.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 780 70.0 49.333 74.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 75.0 70.0 -76.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 53.125 79.888 A 76.0 70.0 -75.0 70.0 -75.0 70.0 -750 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -76.0 70.0 -72.1 70.0 49.5 89.5 47.5 87.5 58.000 84.000 A - 75.0 700 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 .71.9 70.0 47.7 87:7 484.9 84.9 -82.7 82.7 80.4 60.4 80.000 90.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 ' .0 -75.0 70.0 46.4 MIA 43.9 83.9 40.0 80.0 48.5 58.5 4882 582 -63.4 53.4 64.000 98.000 A 75.0 70.0 _ -75.0 70.0 , -75.0 70.0 _ - 75.0 70.0 _ 71,1 70.0 -61.6 81.8 -58.9 58.9 -5&1 58.1 -53.8 53.8 .604 50.4 -47.7 47.7 67.333 101.000 A -75.0 70.0 - 76.0 70.0 -75.0 70.0 -75.0 70.0 88.4 88.4 -58.2 65.2 -56.8 55.0 - 628 52.8 -49.4 49.4 .46.0 45.9 -43.1 43.1 70.917 108.375 A -750 700 -75.0 70.0 75.0 70.0 _ -71.8 70.0 _ 41.8 81.8 _ 46.1 66.1 -61.9 + 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72.000 108.000 A - 75.0 700 -75.0 70.0 -75.0 70.0 -70.4 70.0 30.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.5 44.8 .422 422 -39.7 39.7 74.000 111.000 A -75.0 70.0 -75.0 -73.7 70.0 .67.9 87.9 49.0 59.0 -52.8 , 52.8 -49.9 , 49.9 - 48.4 48,4 .43.5 43.5 -41.1 41.1 -38.8 33.6 TABLE 9. (BASED ON 1/4' TAPCONS OR 814 SCREWS) - "XO' or "OX" & '1/3- 1/3.1/3 XOX' WINDOWS TEST REPORT: FTL-3 • • GLAZING OPTION: B. 5/16'` LAMI (118 ALL '710° OR "OX' SIZES UP TO 74.000" WIDE x 83.000' HIGH AND ALL "1/3- 1/3.113 XOX' SIZES UP TO 111.000" WIDE x 83.000" HIGH -75.0 70.0 TABLE 10. (BASED ON 1/4" TAPCONS OR 514 SCREWS) "XO' or 'OX" & "1/3- 1/3 -1/3 XOX" WINDOWS GLAZING OPTION: C. 7116" LAMI (3/18 "A,.090,3116"HS) ALL 'XO' OR "OX' SIZES UP TO 74.000' WIDE x 83.000" HIGH AND ALL "1/3- 1/3.113 XOX' SIZES U P TO 111.000" WIDE x 83.000' HIGH ( -90.01 70.0 NOTE: IF USING 3/16' TAPCONS OR 012 SCREWS DESIGN PRESSURE FOR "XO" OR "OX' AND 'XOX" WINDOWS 15 LIMITED TO 41.3 P.S.F. o7D TECtINCic7Gr ORNU NOKOMIS. R NMI P.O. Bax iM29 NOKOIM$. A 34474 Vise Battsrr TEST REPORT: FTL-3580 PRESSURES- XO, OX, d 1/3.1/3 -1/3 XOX WINDOWS r. ALUMINUM CASSIENT WINDOW, IMPACT Oat Ihrolv 40 1 NTS 18 11 7045-8 X 0 0 Leas A Tumor. P.E. PE /0!301 Modivideml NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 6/13" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/6" STRENGTHENED 11 • t= • GLASS WI AN .090 INNER LAYER OF SOLUT1A OR DUPONT PVB. B. 5/15 LAMINATED GLASS COMPRISED OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WIAN .090 INNER LAYER OF SOLUT1A OR DUPONT PVB. C. 7M8' LAMINATED GLASS COMPRISED OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3/15" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/16' LAMINATED GLASS COMPRISED OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -84 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI - DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 4. E. FOR "XX' CONFIGURATIONS SEE SHEET 4. F. FOR 44 "COX' 8'0° CONFIGURATIONS SEE SHEET 5. G. FOR 44 "XOX" 8 "XO" OR "OX' CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "COX, 'XO" & "OX' CONFIGURATIONS SEE SHEET T. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7' ON EACH SIDE OF MEETING RAILS MAX. 14 1/2' SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES. (2) ANCHORS 3" APART ATMIDSPAN ON FIXED LITE ONLY JAMBS; MAX. 4' FROM CORNERS MAX. 13' SPACING (2) ANCHORS 3' APART AT MID -SPAN NOTE: 1/4" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3580. FTL -3582 & FTt- 3587.1 Arai is FK Pima is nom ry: b.,.. y F.K 8.r. 3/!7,01 Vie Cow 7 o2 Awrraa A REVISE ANCHORAGE MOTE 1070 TECFNVOWOr DRIVE xouaAis, FL 34271 P.O. BOX /52/1 NOKOMIS, PL 3(271 Visibly Bower e .090 SOLUTIA OR DUPONT PVB INNER LAYER 1 /8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT INNER LAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS CA-740 5/16" LAMINATED GLAZING DETAIL .850 NOM. GLASS BITE NOTES AND GLAZING DETAILS 118" HEAT STRENGTHENED GLASS 3116' HEAT STRENGTHENED GLASS .650 NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL ALUMINUM CASEMENT WINDOW, IMPACT 1 NT5 1 o11 17045-8 NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS... 1 ELEVATIONS 2-3 .DESIGN PRESSURE TABLES 4-7 SECTIONS 8 CORNER CONSTRUCTION 9 EXTRUSION PROF[LES 9-10 PARTS LIST 10 ANCHORAGE 11 Approvd r o.plybet.i ik ,�O Z ap Wand • ?Ts/.a c..+iy Lucas A. Turner. P.E. P'F PS8701 a ladrrdor ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) 1 1R' CENTERLINE +� 1112" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) SEE MID -SPAN ANCHOR DETAIL ""\ TYP. (2) 13' MAX. O.C. 4" MAX. • 4". MAX. F.K. 3117103 A REVISEANCNORAG n.rtir > a.r Onon Sir Ds* CONAN F.K 1277 air ANCHOR LOCATION r 3' SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30' MAX. DAYLIGHT OPENING 7`\ 4' MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 0 i X 134" MAX. WIDTH 53' MAX. DAYLIGHT OPENING L- 13" MAX. O.C. 37' MAX' _ 60' MAX. FIXED VENT TYP. ELEVATION "A" - 83" HIGH'XOX" (SEj SHEETS 5-7 FOR PRESSURES) ANCHOR LOCATION TYP 4" MAX. 1070 T!O#MOLOOY 0+01e NOKORRE, FL 34275 P. NOKO.WQ R. 34274 SEE MID-SPAN ANCHOR DETAIL / TYP. (2) 7" Vie* Setter 13' MAX. O.C. 4" MAX I I t - ` MAX. 4 MAX. 141!2 O.C. TYP. 30' MAX. DAYUGHT OPENING 56' MAX. DAYLIGHT OPENING ELEVATION 'B' - 63' HIGH "XX' (SEE SHEET 4 FOR PRESSURES) 83" MAX. M7T HEIGHT 1 I--- - 14112' MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) & WOK' ELEVATIONS TIEN smo rs CA-740 •".e, NTS 2 E 11 74' MAX. WIDTH, MAX. DAYLIGHT OPENING X SEE MEETING RAIL DETAIL TYP. (2) ALUMINUM CASEMENT WINDOW, IMPACT av" 70454 A 56" MAX. DAYLIGHT OPENING C 63' MAX. HEIGHT i vase. Appnweil Thrift PION ! 'Jry;w Div Luves A. Tom, P.E. PE *Se2O1 Mochiricsi SEE MID -SPAN ANCHOR DETAIL SHT.2 TYP. (2) 13" MAX. O.C. 4" MAX. f 4" MAX. --•.i L ELEVATION "C' - 72 HIG1-1'X" (SEE SHEET 4 FOR PRESSURES) NOTE: 72' HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) M. A. . F.X. itsvel lto Meg Dam Fit 12Jf7412 32' MAX. WIDTH i 25' MAX. DAYLIGHT ' - ► - x 14112' MAX. O.C. VENT HEAD & SILL ONLY 141 /2" MAX. O.C. Arrcxaa4OF 65" MAX. DAYUGHT OPENING 13" MAX. O.C. 72' MAX. HEIGHT 4" MAX 4' MAX -•- SEE MID -SPAN ANCHOR DETAIL SHT: 2 TYP. (2) 13' MAX. O.C. L___ 4' MAX. I _ 4 " "37' MAX. WIDTH w- 30' MAX. -- DAYLIGHT -- OPENING X 9r MAX. WIDTH rt17b TODINCLOGY PRIM 140100149. FL 34V5 P.Q DWC 1529 MOr OMIS. R. 34274 Visibly Better 58' MAX. DAYLIGHT OPENING 141/2' MAX. O.C. ELEVATION "D" - 63" HIGH SHEET 4 FOR PRESSURES) 30" MAX. 53" MAX. DAYLIGHT DAYLIGHT OPENING OPENING MAX 1 56" DAYLIGHT . : OPENING 83' HEI 1 l-----4-- 13 MAX. O.C. 63" MAX. 13' HEIGHT MAX. O.C. "X' "O' "XO' 8 'OX' ELEVATIONS a"•wc CA•740 SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (4) 4' Sow NTS 3 " 11 60' NAAX. WIDTH 53' MAX. D A Y LIGHT OPENING O �- -x- 13" MAX. O.C. 4" MAX. ELEVATION "E" - 63' HIGH "O" (SEE SHEET 5 FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) HT SEE MEETING RAIL DETAIL SHT. 2 TYP. (2) .f 37" MAX. VENT 60" MAX. FIXED ELEVATION "I' - 63" HIGH "XO' &'OX' UNEQUAL LITE (SEE SHEETS 6 -7 FOR PRESSURES) ALUMINUM CASEMENT WINDOW, IMPACT 7045-8 A 56' MAX. DAYLIGHT OPENING Luca A. Tu'.', P.E. PE 0515201 M.d+4tio�l 83' MAX. HEIGHT ,. ' I• , - 7 T 'T !_ (,.:!- D Is' i j lL li f ' DI if IL :•? i{ �'�`f j� i'i iil! n iair / VA "c • • •'. • i 4- ii:1 a it:' Li ice' 111 • C • •T. • • . 1 ,. iz•,- ic I- SC��.��il� � r �� - ►1 �� l►� � - .r��..._- ��w•tl�_ �- a�•I- .I_7i °.T�/T1��iti�T - ' 0 71 .0 1 70.0 -90.0 70.0 .1 70.0 -90.0 70.0 - • • 1.• 0.• -.1.0 1 0 •`• .• ''1 :1 .0 90 0. 71.0 -90.0 70.0 - 75.4 70.0 41.0_ 70.0 440.0 00.0 410.0 79.0 - 66.1 56.1 - 24.000 28.500 30.000 32.000 34.000 36.000 48.000 50.62 67.000 80.000 �] 70.0 Ems] 0.0 .6 70.0 WID 19.125 E.:.2.1111! A -90.0 7 .0 -90.0 , 70.0 - .0 71.0 -90.0 70.0 -90.0 70.0 90.0 70.0 0 70.0 8 - 90.0 70.0 -90.0 70.0 90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B -90.0 70.0 -90.0 70.0 -90.0 '70.0' -90.0 70.0 A 40.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.8 70.0 '48.4' 88.4 -83.9 63.9 9 70.0 -9 O 70.0 40.0 90.0770.0' -90.0 70.0 -90.0 70.0 '40,0 70.0 A , 90.0 70.0 -90.0 70.0 - 88.370.0 _ -81.0 70.0 -71.1 , 70.0 -81.8 81.8 - 58.9 58.9 -72.4 70.0 -69.9 69.9 -90.0 70.0; -90.0 70.0' -58.5 50 5 -58.2 584 -00.0 70.0 - 90.0 70.0 -63.8' 53.8 -50A 60.4 L -90.0 70.0 -90.0 70.0 - 90.0.70.0 90.0. 70.0 -90.0 70.0 -00.0. 70.0 -90.0 70.0 - 90.0.70.0 -00.0 79.0 -90.0 70.0 A 75.0 70.0 ' -76.0 70.0 -75.0 70.0 -75.0 70.0 86.5 65.5 - 57.5 57.6 - 54.9 54.9 -61.8 51.8 -48.8 48.8 - 45.2 45.2 8 -76.0, 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0.70.0 -75.0 70,0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 A -75.0 70.0 -75.0 70.0 - 76.0 -70.4 70.0 - 80.4 80.4 - 54.354.3 -51.1 51.1 - 47.947.9 - 44.8 44.8_42.2 42.2 B -75.0 70.0 -75.0 70.0 _ -75.0 70.0_ -75.0 70.0 75.0_ 70.0 - 75.0.70.0 -75.0 70.0 - 75.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 43.6 70.0 ' -79.9 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70. -90.0 , 70.0 - 90.0 70.0 - 90.0 70.0 37.000 A =75.0 70.0 -75.0 70.0 -73.7 70.0 - 67.9 *87.9 -59.0 59.0 % -528 52.8 49.9 49.9 -46.4 48.4 -43.5 43.5 -41.1 41.1 Er- 75.0.70.0 -75.9 70.0 - '74.0 70 4 -75.0 70.0 - 45.0 , 70.0 -75.0 70.0 _ -75.0 70.0 -75.0 70 1 - 75.0.70,0 -76.0 70.0 _ 63.000 88.000 89.000 - - 90.0 4 - 90.01 70 0 40.0 -90.0, 90. , 11 1 _ • 71, 1 • • 1 0 0 90.0 I ALL TABLE 2.(BASED ON 1/4" TAPCONB OR 014 SCREWS: "X" WINDOWS TEST REPORT'S: FTL -3580. FTL -3681 GLANG - OPTION: C. 7/16" LAMI (3/18"A,.090,3116"HS) "7(" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL "X" SIZES UP TO 32000" WIDE x 72.000" HIGH 1 -90.01 70.0 = •t; 1 C 1 c • • . • •,'L ' Ts. -76.0 -75.0 70.0 -75.0 70.0 -75.0 • 70.0 - 75.0 70.0 -75.0 70.0 70.0 70.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 '-75.0 48.000 A 70.0 70.0 70.0 70.0 - 75.0.70.0 _ -76.0 70.0 -75. 'XX" WIDTH 37.000 A -76.0 70.0 -75.0 70.0 70.0 -75.0 43.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 76.0 26.000 31.000 36.000 38.375 43.000 -- 48.000 70.0 -75.0 70.0 -75. 0 -76.0 70.0 -75.0. 0.0 - 75.0 70. 70. -76.0 70. D -76.0 -75.0 70.0 53.125 , A : -75.0 70.0 70.0 -75.0 70.0 _ -75.0 70.0_ -75.0 700 70.0 -75.0 70.0 57.000 . A -75.0 70.0 _ -75.0 70.0 -75.0 70.0 _ 75.0 70.0 _ -75.0, 70.0 -74.4 7 70.0 " -72.1. 70.0 _ -69.5 69.6` -87. 0.0 -69.6 69.8 -652 65.2 - 83.0 -60.8, 60.8 -58. .000 70.0 0 70. 0 70.0 5 67.5 058.0 68.000 A -'75.0 72.000 A -75.0 74.000 A -75.0 70.0 70,0 ' 70.0 70.0 70.0 -76.0 -75.0 -75:0 -75.0 -75.0 70.0 70.0 70.0 70.0 _ 70.0 -76.0 -75.0 -75.0 _ -75.0 -73.7 70.0 70.t) 70.0 70.0 -75.0 70.0 -75.0 70.0 i -75.0 70.0 70.0. 70.4 70.0 -67. 6/9 •76.0 -71.1 -85.5 40.4_ - 59.0 70.0 -68.4 68.4 70.0 41.8 61.8 - 85.5 -57.5 57.5 60.4, - 54.3 54.3 59.0 - 62.8.52.8 -58.9 -54.9 -51.1 -49.9 58.9 -58.1 56.1 54.9 -51.8 51.8 51.1 -47.9 47.9 49,9 -46.4 48.4 -53.8 _ -48.8 -44.8 - 431 53.8 48.6 44.8 43.5 -50.4 -45.2_ -42.2 -41.1 50A 452 42.2 41.1 53.4 47.7 -42.4 42.4 -39.7 39.7 -38.8 38.8 COMPARATIVE ANALYSIS TABLE 3. BASED ON• 114" TAPCONS OR 014 SCREWS TABLE 4.LBASED ON 1/4" TAPCONS OR 014 SCREWS' "XX"WINDOWS . GLAZING OP'T'ION: B. 5/18" LAMI(1/8"HS,.090,1 /8 "HS) ALL "XX" SIZES UP•TO 74.000" WIDE x 83.000" HIGH . GLAZING OPTION: C. 7/18" LAMI (3/16"A..090.3/16 "HSI TABLE 5.(BASED ON 1/4" TAPCONS OR #14 SCREWS: "XX WNDOWS I t ALL'XX" SIZES UP TO 74.000' WIDE x 83.000" HIGH F.X. Aramilbc Dow 3'17703 meow amw NW OWL Dorm if F.K. 12117A72 A 3r•.iir; fir. ROME TAMS 1 AND 3, GRASS TYPE A J w 71129 LOGY OR M teazles. Ft 34275 P,, a sax 1379 NWKGMe, FL 34274 TEST REPORT: FTL -3582 Vi.lbb Berger - 75.0170.0 TEST REPORT: F L 3580 1 -90.0I 70.0 n PRESSURES- X & XX CONFIG. WINDOWS arr.l..e CA -740 TEST REPORTS: FTL -3582 NOTE: IF USING 3/18" TAPCONS OR 612 SCREWS DESIGN PRESSURE FOR "XX" WINDOWS IS LIMITED TO 48.7 P.S.F NTS I 4 it 11 -42.4 -75.0 -39.7 -75.0 -38.6 -75.0 70.0 42.4 70.0 39.7 70.0 38.6 1 Borg Oa TD45 -8 ALUMINUM CASEMENT WINDOW, IMPACT • 72.000 70. Annoy.. is essii4las with Ma .0 - 88.3 70.0 -84.2 70.0 .2 70.0 - 81. , .0 - 90.0 70.0 -90.0 70.0 ,80.0 70.0 , -90.0, 70.0 - 67.8.87.8 46.2 68.2 -65.0 85.0 -63.7 63.7 - 90.0 -90.0 ,70.0 -90.0 no 90.0.70.0 - 53.4 -51.3 51.3 -49.8 49.8 -48.3 48.3 - 90.0.70.0 -90.0 70.0 -90.0 70.0 ' -90.0 70.0 - 47.7, 47.7 ;-45.6 45.6 -43.9 43.9 -42.2 42.2 90.0 70.0 -90.0 70.0 _ -87.8 70..9 , -84.1.. 70.0 , NOTE: •C WINDOWS WIDER THAN 3 AVAILABLE M MAX HEIGHT OF 63" ONLY. IF USING 3/18• TAPCONS OR #12 SCREWS DESIGN PRESSURE IS LIMITED TO 53.4 P.S.F 3/2 /la 3 Lucas A. Turns. P.E. PE yeuw thecheriad O 0 cf1 N C C.: r 1 c c 1► c c MIAM FDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAIt4J.DADE COUNTY, FLORIDA METRO -DADE FLAOLER BUILDING 140 WEST FLAGLtR STREET, SUITE 1603 MIAMI, FLORIDA33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AH1 (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the 'accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "640" Aiuminum Casement Window APPROVAL DOCUMENT: Drawing No. 7045 -8, titled Aluminum Casement Window, Impact", sheets 1 through 11 of 11, prepared by manufacturer, dated 12/17/02 with revision on 3/17/03, signed and sealed by Lucas Tamer, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact a LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement. "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this image 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.& NOA No 02- 1224.02 Expiration Date: May 22, 2008 Approval Date: May 22, 2003 Page 1 2.964 1.295 r -1.124 1.152 -- 1 1.265 1.702 .062 .837 1.775 I .349 VENT 1.344 .510 rj •062 -! 1 4.200 3.500 .266 - 1 I-- IMPOST 2.785 545 .817 561 II II •755 .260 --1 I GLAZING BEAD #10 X 1/2' FH THREAD CUTTING SCREWS BUTT HINGE . 1.327 1 -- .677 .623 1.600 1 .062 1 2.139 FRAME - -1.572 .260 PLASTIC END CAPS J ST. STEEL PIN 4.484 4.684 IMPOST COPING APPROVED AS COMPLYING WTTN 111E SO(m FWW0A 81HLD(NG GODS OAT OCT 2-S 2001 s4 1 • MODUCT 0,45)014 BlIlxt•G CO OE 6Q+4PU'J of OF FIC€ ACCEP V CE NO. 6 1—OP/4 FRAME CORNER VENT CORNER Engr. DR. HUMAYOUN FARO•Q STRUCTURES FIA. PE 1 18557 d .24 c 0 ' 0 s d • 1 e a 0 N 0 � J a 0 0 M r0 m U ' fir Z O co ° n U cNi I u. la. i r Z CD c, O cc v) O 3 = 0 6 } CD= p ) c 0 0. r 0 m 0 0 ,c W 2 0 0 0 U 8 0 2 a lv K 0 a 0 ) drawing no. WO -52 (sheet 5 of 5 18Y OR 28Y 1 WOOD BUCK r- 18Y OR 29Y WOOD BUCK 1 r TYPICAL ANCHORS - SEE CHARTS & ELEV. FOR SPACING 0 4 TYPICAL ANCHORS SEE CHARTS & ELEV. FOR SPACING 1/2' X 7/8' X 1/8 2 -3/4' LONG SNUBBER ANGLES AT 12' FROM HEAD /SILL AND AT MIDHEIGHT EXTERIOR D.L OPG. VENT WIDTH WINDOW WIDTH /10 X 3/4' SMS 2 PER ANGLE SINGLE VENT WINDOWS 1/4' SHIM MAX. DUAL VENT WINDOWS ITEM PART [f QUANTITY DESCRIPTION MATERIAL [ MA.NF. /SUPPLIER /REMARKS YE -14101 4 FRAME 2 3 4 5 6 7 8 8A 9 10 11 12 13 YE -1402 YE -1404 YE -1405 /8 X 1' YH -1409W YH -920 30744 Y1-1-651;&-‘, YH -1411 YH -1408 4 1 AS REGD. AS REM). AS READ. AS REQO. 2/ VENT 3/ VENT C 2/ VENT 2/ VENT 1/ VENT 1/ CORNER 1/ CORNER CENTER POST GLAZING BEAD FRAME AND VENT ASSEMBLY SCREWS BULB WEATHERSTRIPPING LEAF WEATHERSTRIPPING 2 BAR HINGE, AT TOP • ANO BOTTOM BUTT HINGES (ALT. TO BAR HINGES) FACE MOUNT LOCK LOCK KEEPER, AT FRAME JAMB FACING LOCK ROTO OPERATOR FRAME CORNER KEY 6063 -T5 6063 -T5 6063 -T5 6063 -T5 VINYL VINYL STEEL STEEL STEEL STEEL VENT CORNER KEY SULLIVAN & SULLNAN SULLNAN & SULLNAN TRUTH ✓ ATTACHED W/ (6) 110 X 1/2' FH SCREWS TRUTH, AT 13 -1/2' FROM 80T. & 17 -1/2' FROM TOP YALE. AT 13-1/2' FROM BOT. & 17-1/2' FROM TOP TRUTH. AT 12' FROM ENDS YALE DECO • 4 tYPICAL ANCHORS o- r SEE CHARTS 'dc ELEV. FOR SPACING 4. SEE MULLIONS APPROVAL FOR MULLION TYPE AND SIZE WINDOW WIDTH L WONS TO HAVE THEIR OWN N.O.A. TYPICAL ANCHORS SEE CHARTS • & ELEV. FOR SPACING 110 X 1/2' FH THREAD CUTTING SCREWS 3 PER HASP Engr. DR. MUMAYOUN FAR000 STRUCTURES FLA. PE / 16557 SEP 1 8 2001 #10 SMS SEE CHARTS & ELEV. FOR SPACING WINDOW WIDTH .v'i RQVEj), COMPLYING Tilt SOON FLORiOA EMADING COOS DATE �7CT ZS; 2001 e+' 1 s�4�, PRchouC'T CONTROL 0M$ ojj 8111LDWG CODE COMPLIitNCE OFFICE ACCEPTANCE NO. C5 o g 4 .0 3 0 3: 1- w w U O 0 N w w N c O . 0 0 Q N 0 O In 0 0 0 U z O U L z 0 0 O O O N F-= 0 N = t .. M N Ls- CID 3 -1 cD = p C c 0 o. 0 N d 0 '0 0 Z 2 2 0 0 0 U a 0 drawing no. WO -52 (sheet 4 of 5 DESIGN LOAD CAPACITY - PSF FOR ( XX ) SIZES WINDOW DIMS.. N 5/16" LAM. GLASS N 1 ANCHOR AT EACH SIDE OF IMPOST 2 ANCHORS AT EACH SIDE OF IMPOST WIDTH HEIGHT 19 -1/8" EXT. ( +) 1NT. ( -) EXT. (+) 1NT. ( -) 37" 53 -1/8" 74' 75.0 2 75.0 75.0 75.0 75.0 26" 2 75.0 75.0 75.0 75.0 2 75.0 75.0 75.0 75.0 37" 53 -1/8" 74" 75.0 3 75.0 75.0 75.0 75.0 38 -3/8" 3 75.0 75.0 75.0 75.0 26-1/2" 3 75.0 75.0 75.0 75.0 37" 74" 4 4 75.0 75.0 75.0 75.0 0 -5 /= 4 44 011111133E*9 63" 75.0 75.0 75.0 4 61.1 61.1 75.0 75.0 37" 53-1/8" 74" 63" 5 71.0 71.0 75.0 75.0 5 55.0 55.0 75.0 75.0 5 44.1 44.1 75.0 75.0 37" 53 -1/8" 74" 74 -1/4" 6 58.7 58.7 75.0 75.0 6 44.9 44.9 75.0 75.0 6 35.2 35.2 70.4 70.4 24" 36" 48" 60" 72" 24" 2 75.0 75.0 75.0 75.0 2 75.0 75.0 75.0 75.0 2 75.0 75.0 75.0 75.0 2 75.0 75.0 75.0 75.0 2 75.0 75.0 75.0 75.0 24" 36" 48 " 60" 72" 36" 3 75.0 75.0 75.0 75.0 3 75.0 75.0 75.0 75.0 3 75.0 75.0 75.0 75.0 3 75.0 75.0 75.0 75.0 3 75.0 75.0 75.0 75.0 24" 36' 48" 60" 72" 48 4 75.0 75.0 75.0 75.0 4 75.0 66.0 75.0 66.0 4 75.0 75.0 75.0 75.0 .4 73.3 73.3 75.0 75.0 4 67.2 67.2 75.0 75.0 24" 36" 48" 60" 72" 60" 5 75.0 75.0 75.0 75.0 5 75.0 75.0 75.0 75.0 5 63.0 63.0 75.0 75.0 5 53.8 53.8 75.0 75.0 5 48.0 48.0 75.0 75.0 24" 36" 48 " 60" 72" 72 6 75.0 75.0 75.0 75.0 6 64.0 64.0 75.0 75.0 6 50.4 50.4 75.0 75.0 6 42.4 42.4 75.0 75.0 6 37.3 37.3 74.7 74.7 DESIGN )AD CAPACITY - PSF FOR ( X ) SIZES WINDOW DIMS. N 5/16" LAM. GLASS WIDTH HEIGHT • / EXT. ( +) I 1NT. ( -) 19 -1/8" 2 75.0 75.0 26 -1/2" 26" 2 75.0 75.0 37" 2 75.0 75.0 19 -1/8" 3 75.0 75.0 26 -1/2" 38-3/8" 3 75.0 75.0 37" 3 75.0 75.0 4 5.0 75.0 A 26-1/2" 50 -5/8 4 75.0 75.0 37" 4 75.0 75.0 19 -1/8" 5 75.0 75.0 26-1/2" 63" 5 75.0 75.0 37" 5 75.0 75.0 19 -1/8" 6 75.0 75.0 26 -1/2" 74 -i/4 6 75.0 75.0 6 75.0 660 ►GI 12" 2 75.0 75.0 18" 2 75.0 75.0 24" 24 " 2 75.0 75.0 30" 2 75.0 75.0 36" 2 75.0 75.0 12" 3 75.0 75.0 18" 3 75.0 75.0 24" 36 " 3 75.0 75.0 30" 3 75.0 75.0 36" 3 75.0 75.0 12" 4 75.0 75.0 18" 4 75.0 66.0 24" 48 " 4 75.0 75.0 30" 4 75.0 75.0 36" 4 75.0 75.0 12" 5 75.0 75.0 18" 5 75.0 75.0 24" 60 " 5 75.0 75.0 30" 5 75.0 75.0 36' 5 75.0 75.0 12" 6 75.0 75.0 18" 6 75.0 75.0 24" 72" 75.0 75.0 30" 75.0 75.0 36" 75.0 75.0 • N NO. OF ANCHORS PER JAMB W 0 z WINDOW W. X WINDOW WIDTH XX APPROVED CONFIGURATIONS Engr. OR. HUMAYOUN FAR000 STRUCTURES FLA. PE / 16537 SEP 1 8 2001 APPROVED AS COMPLYING W M THE 80(14 FLORIDA 8U1tDT>rc CODE DATE B - lsl� Pneot er COMF x DMSICN 801.0 MB'COOE dOSIPLIANCE OFrIC& ACCEPTANCE NO. cg-or/ LI.. 07 c 0 •> 1 0 0 v 0 0. 0 0 O 0 0 O C Z W 2 0 0 v U a 0 0 0 x c .5 C drawing no. WO -52 (sheet 2 of 5 TEL (305) 887-2646 FAX (305) 883-1309 • / • • • • s. • • • • • ' yy� • N NO. OF ANCHORS PER JAMB W 0 z WINDOW W. X WINDOW WIDTH XX APPROVED CONFIGURATIONS Engr. OR. HUMAYOUN FAR000 STRUCTURES FLA. PE / 16537 SEP 1 8 2001 APPROVED AS COMPLYING W M THE 80(14 FLORIDA 8U1tDT>rc CODE DATE B - lsl� Pneot er COMF x DMSICN 801.0 MB'COOE dOSIPLIANCE OFrIC& ACCEPTANCE NO. cg-or/ LI.. 07 c 0 •> 1 0 0 v 0 0. 0 0 O 0 0 O C Z W 2 0 0 v U a 0 0 0 x c .5 C drawing no. WO -52 (sheet 2 of 5 TEL (305) 887-2646 FAX (305) 883-1309 #7 X 1/2' F.H. SMS 2 PER HINGE #7 X 5/8" F.H. THREAD CUTTING SCREWS 2 PER HINGE TYPICAL ANCHORS SEE ELEVS. FOR SPACING i .4 TYPICAL ANCHORS _ SEE ELEVS. FOR SPACING 18Y OR 28Y — W000 BUCKS ec x N 2 x TYPICAL ANCHORS SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL : Fy a 36 KSI MIN. ALUMINUM : 6063 —T5 MIN. ` 18Y OR 28Y WOOD BUCK x • N WOOD BUCKS NOT BY YALE OGRON, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" TAPCON$ INTO WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR 1/4" SELF DRILLING SCREW$ INTO METAL STRUCTURES (1/8" MIN. THICKNESS) OR ALUMINUM MULLIONS (HOLDING A VALID NOA.) SEALANTS: FRAME CORNERS EXTERIOR SEAMS SEALED WITH SILICONE VENT AND FRAME CORNERS SEALED WITH SEALANT. Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE / 16557 SEP 1 8 2001 APPROR'aC) AS COMPLYING VAIN T111f J34./7H FLORIDA BUILD.NG CODE DATE OCT Z$' 1 c I BY I k4� Lam, 1 PRODUCT COK1ROt CIV1S10j,I BCDNG CODE cOMPL A ,E OFFICE ACCEPTANCE NO. 01r- j' f 4 .o C 0 N •; 0 0 a O Z U) w nr r w - Z j < cc cn 00 0 w w O r7 w 0 0 0 I co N ui 0 -J w 0 N N 0 a 0 0 U Z C 0 0. c 0 O 0 ,C 3 2 0 O 0 U CO CC a • M ( drawing no. WO -52 (sheet 3 of 5 6' MAX. TYP. HEAD /SILL CORNERS N 1- Z _ S AT HEAD AND SILL ENDS 1 ANCHOR AT EACH SIDE OF IMPOST 2 ANCHORS AT EACH SIDE OF IMPOST SEE CHART FOR CAPACITIES 11 1/4 SIUCONE 2 1 /2' 30 3/4' MAX. D.L OPG. 35 5/8' MAX. VENT WIDTH 5/16" THICK NOMINAL IMPACT GLASS LAMINATED BY SECURITY IMPACT CLASS SHUTTERS NOT REQUIRED 11 11 1 1 / �1 1 - - -- - 11 I I 1 11 1 I I I 1 1 1/8' HEAT STREN'D GLASS .070 SAF -CLASS PVB INTERLAYER 1/8" HEAT STREN'D GLASS 1 i 74' MAX. WINDOW WIDTH TYPICAL ELEVATION WINDOWS UPTO 36" HT. REQUIRE 1 LATCH ONLY a Y Z S 12 3/4' MAX. HEAD /SILL • BUTT HINGES OPTIONAL WINDOWS UPTO 38 -3/8' HTS. REQUIRE 2 HINGES ONLY 0 m z cc O 0 a H N J EMU GLAZING OPTIONS f W 0 z a 0 . 1/8' HEAT STREN'D GLASS .130 GLASSLAM r PVB INTERLAYER 1/8' HEAT STREN'D GLASS SIUCONE 5/16" THICK NOMINAL IMPACT GLASS LAMINATED BY UNITED GLASS LAMINATING INC SHUTTERS NOT REQUIRED 1/8" HEAT STREN'D CLASS .090 SAFLEX /KEEPSAFE MAXIMUM r PVB INTERLAYER 1/8" HEAT STREN'D CLASS 5/16" TEICK NOMINAL IMPACT GLASS LAM: SATED BY ARCH ALUM SHUTTERS NOT REQUIRED NOTES: 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Engr. OR. MUMAYCJN FAROOQ STRUCTURES FLA. PE 3 16557 EP 1 8 2001 APPROVED AS COU 111 •tR1 SOUTH FLORIDA BUILDING OOOE DATE OCTOdeg. 2-c 200 BY I S L a PRODUCT COL OMSION 3UILDING CODE dOMPUANCE OFFICE ACCEPTANCE NO. C1 -O I4 •07 Z w (0 N 10 N (o N N 0 0 w w U -J 0 N w 62 N ) N c O . " tU in O O 0 O 1 I m 0 0 00 re) N I _ � a H- N CO J lW - L CO (r) 3= M N . (0 = p c 0 0. 0 O O O 0 0 I 0 • N A 0 drawing no. WO 1--52 sheet 1 5 �• MIAMI-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Yale Ogron Manufacturing Co., Inc. 671 West 18 Street Hialeah ,FL 33010 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0814.07 EXPIRES: 10/25/2006 APPROVED: 10/25/2001 ('MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2903 CONTRACTOR LICENSING. SECTION (305) 375 -2527 FAX (305) 375.2553 CONTRACI'OR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375-2903 PRODUCT CONTROL. DIVISION (305) 375 -2902 FAX (305) 372-6339 Your application for Notice of Acceptance (NOA) of: Series 1400 Outswing Aluminum Casement Window - Impact Resistant under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves' the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. 7 21 / 2-1 e- - 0 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Dircctor Miami -Dadc County Building Codc Compliance Office \\ s04500011pc2000 \ \cemplates \nocice accepunce cover page.doc Internet mail address: postmaster @buildingcodeonline.com Homepage: http : / /www.buildingcodeonline.com Yale Ogron Manufacturing Co. Inc. 2 ACCEPTANCE No.: 01- 0814.07 APPROVED October 25, 2001 EXPIRES October 25, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum casement window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "1400" Outswing Aluminum' Casement Window and its components shall be constructed in strict compliance with the following documents: Drawing No. W01 -52, Sheets 1 through .5 of 5, titled "Series -1400 Aluminum Casement Window," prepared by Al Farooq Corporation, dated 08/01/01 and last revised on 09- 14 -01, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications, as shown in the approved drawings. 3.2 For Design Pressure Rating vs. Window Size, see Comparative Analysis Tables in approved drawings. 4. INSTALLATION 4.1 The aluminum casement window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 Each window unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 The Notice of Acceptance of applicable mullion at the astragal location. 6.1.3 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.4 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Ishaq I. hands, P.E. Product Control Examiner Product Control Division Yale Ogron Manufacturing Co. Inc. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1 Renewal of this Acceptance (approval) shall he considered after a renewal application has been f:Ied and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process, b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF TIIIS ACCEPTANCE \54c `c 1 • 4_1, .�.. Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division 3 ACCEPTANCE No.: 01- 0814.07 APPROVED October 25, 2001 EXPIRES • October 25. 2006 2.784 1 -- -� k .737 FLANGE FRAME JAMB 6063 —T5 ALUM. 1.187 f--- .705 .062 O 5/16" GLAZING BEAD ® FRAME SILL ADAPTER 6063 —T5 ALUM. REFERENCE TEST REPORT: FTL -1969 1.349 2O FIXED MEETING RAIL 6063 -T5 ALUM. 1 .062 � .723 .688 ®WIND LOAD ADAPTER 6063 -T5 ALUM. [.062 1.183 .062 1.403 10 SASH TOP & BOTTOM RAIL 6063 —T5 ALUM. .062 1.081 ----� 1.373 F1.187 1 O SASH MEETING RAIL 6063 —T5 ALUM. [. 062 RAJ 1..273 L .. - 2.710 O FLANGE FRAME HEAD 6063 —T5 ALUM. Robert L. Clark, P.E. PE #39712 1 P.O. BOX 1529 NOKOMIS. FL 34274 Series /Model: NC— 71 n L ® SASH SIDE RAIL 6063 -T5 ALUM. .062 - -II- -- 1.122 k 2.710 ®FLANCE FRAME SILL 6063 —T5 ALUM. Scale: Sheet: hITC il 2.094 1 Drawing No. IT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 Revisions: AODFI) SHT Revisions: C —NO CHG THIS SHT Revsd By: Revsd y: F.K. Drown By: Dote: F.K. 1 1/2/01 Description: Dote: 1 1 /5/01 Dote: 5/22/02 EXTRUSION PROFILES PRODUCT REVISED as complying with the Flor{8.t Guiding Codc Ac+crptence No Espkutig D 8 Muni Dade Product Control Division Title: ALUMINUM HORIZONTAL SLIDING WINDOW 1 1 A 1 1 r1 Rev: APPROVED OD BUCK • • • . 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) TYPICAL HEAD SECTION SUBSTRATE ANCHORING 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) 1/4" MAX.] SHIM TYPICAL SILL SECTION SUBSTRATE ANCHORING t 1 1/4" MIN. • 1 1/4" MIN. • 1 1 1/4" MAX. SHIM APPROVED 2x WOOD BUCK TYPICAL HEAD SECTION WOOD ANCHORING #10 WOOD SCREW — TYPICAL SILL SECTION WOOD ANCHORING APPROVED 2x WOOD BUCK 1 1 / MIN. 1 1/4" MAX.] SHIM #10 WOOD. SCREW 1 1/4" MIN. $ 3/16" OR 1/4 TAPCON W/ #12 HD (SEE NOTE 1) 1/4" MAX. SHIM 1 /4" MAX. SHIM Vre Robert L :Clark, P.E. PE #39712 Ct n tauf.a l- APPROVED WOOD BUCK Fr 4 . . a • . • • . • • •• TYPICAL JAMB SECTION SUBSTRATE ANCHORING NOTES: 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. REFERENCE TEST REPORT: FTL -1969 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 1 1/4" MIN. 1/4" • MAX. SHIM -- 1 1 1/4" MIN. Revsd By: F.K. Revsd By: Drown By: 0.8. Description: Title: Series /Model: HS -710 #10 WOOD SCREW Dote: 11/5/01 Dote 5/22/02 Dote: 2/ 16/98 ANCHORAGE APPROVED 2x WOOD BUCK Scote: NTS TYPICAL JAMB SECTION WOOD ANCHORING Revisions: UPDATED Revisions: FIX TAPCON DESIG. Sheet: 3 o1 4 Plee►I►UCr REVISED as complying with the Flortdu Balding Code Acceptance No Esplratloo Dale land Dade ' ruduct C . trail Division ALUMINUM HORIZONTAL SLIDING WINDOW Drawing No. 41 12 Rev: C <TERIOR • MAX. HEIGHT MAX. FIXED LITE DAYLIGHT OPENING ROUGH OPENING 2.710 2.710 ROUGH OPENING .500 VERTICAL SECTION 2.094 .500 MAX. VENT DAYLIGHT OPENING ROUGH OPENING 2.784 1/8" ANNEALED GLASS,. .090 INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACITE) -- MAX. DAYLIGHT OPENING --- 1/8" ANNEALED GLASS --- /7/ Robert L. Clark, P E. PE #39712 Structural— MAX. WIDTH 2.643 --I HORIZONTAL SECTION .090 INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACITE) GLAZING DETAILS: 5/16" (.350) LAMINATED GLASS T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX. 1529 NOKOMIS. FL 34274 1/8" HEAT STRENGTHENED GLASS 1/8" HEAT STRENGTHENED GLASS Revsd By: F.K. Revsd e F.K. Drawn By D.B. Description: Title: HS -710 EX 1 ER ON MAX. DAYLIGHT OPENING --� Dote: 11/5/01 Dote• 522/02 Dote: 2/16/98 .705 Revisions: ADD GLASS DETAIL Revisions: C —NO CHG THIS SHT 2.784 r - .500 Division SECTIONS & GLAZING DETAIL ROUGH OPENING PRODUCT REVISED as complying with the Floc' & Bidding Code Acceptance No Expiration Dat Ian • act C t rot • - • • YFAiy • 02 ALUMINUM HORIZONTAL SLIDING WINDOW Series /Model: Scale: Sheet: Growing No. Rev: NTS 2 of 4 4112 C DESIGN PRESSURE RATING: -75 P.S.F +66.7 P.S.F. !GLASS TYPE A OR B DETERMINATION (SEE NOTE 1) I WINDOW I WIDTH WINDOW HEIGHT egT.OW c.00. 38.375 44.000 50.625 1 26.500 A A A A A 1 37.000 A A A A A 44.000 A A A A B 1 3.115) rgilj A B B B 6 3.000 A B B B B 1. A B _ B _ B 612237 ITEM DESCRIPTION V.T. # QTY. /LOCATION VENDOR. • VENDOR # 1 FLANGE FRAME ,IAMB (Alum. 6063 -T5) 612225 2 ALUMAX AF- 12225 2 FIXED MEETING RAIL (Alum. 6063 -T5 612228 1 ALUMAX AF -12228 3 SASH MEETING- RAIL -- (Alum.- 6063 -T5 612229 1 ALUMAX AF -12229 4 SASH SIDE RAIL Alum. 6063 -T5 612230 1 ALUMAX AF -12230 5 GLAZING BEAD (Alum_ 6063 -T5) 6534571 8 ALUMAX AF- 534571 6 WINDLOAD ADAPTER Alum.. 6063 -T5) 612236 1 (® mids a on of frame sill) ALUMAX AF -12236 7 FLANGE FRAME HEAD i lum. 6063 -T 612237 1 ALUMAX AF -12237 8 FLANGE FRAME SILL (Alum. 6063 -T5Y 612238 1 ALUMAX AF -12238 9 FRAME SILL ADAPTER (Alum. 6063 -T5) 612239 1 . ALUMAX AF- 12239 10 SASH TOP /BOT. RAIL (Alum. 6063 -T5) 612240 2 ALUMAX AF -12240 11 SCREEN RETAINER (Alum. 6063 -T5) 6532377 1 ALUMAX AF- 532377 12 5/16 .350 LAMINATED USING 2 1 8 GLASS HEAT GLASS ' 13 5/16" 0 .350) LAMINATED USING ( 2 .1 /8" 14 ANTI -LIFT CHANNEL (Alum. 6063 -T5) 612244 1 ® midspon of vent) ALUMAX AF -12244 #10 x 1.000 Ph. FI. SMS 710X1 4 Windlood Adopter screws) FASTEC _15 16. #6 x 1.000 PH. PAN SMS 76X1PPA 2 for anti -lift channel) MERCHANTS FASTENER 17 WEATHERSTRIP, THIN WALL BULB VINYL 6TP247 8 (1 per Glazing Bead TEAM PLASTICS TP -247 18 8 x .500 PHIL. FI SMS 7856A 2 (Sweep Latch screws) 4 (when using 2 Sweep Latches) MERCHANTS FASTENER 19 #8 x 1.000 PHIi... P.H. SMS 781PQA 22 (Frame /Vent assy. screws) MERCHANTS FASTENER , 20 SWEEP LATCH 71096 • 1 11.5" from ends - vent mtg. rail) 2 if height is >= 42 ") MINIATURE DIE CASTING PGT.214.XX 21 WEEP HOUSING 70250 3 1 ®midspon /2 1/4" from ends) MASTER TOOL 7 -M10 -250 22 WEEP FLAP 70251 . 1 ®midspon /2 1/4" from ends) MASTER TOOL 7 -M10 -251 23 ROLLER HOUSING 2 ® ea. end of vent top roil) MASTER TOOL 70312 24 BRASS WHEELS 7BRWHL2 4 2 per Roller Housing) ( VINYL - TECH /P.G.T. 25 WEATHERSTRIP - PILE \FINSEAL 61062W 2 ®v top /bot rails & mtg. rail) SCHLEGEL CORP. FS7826 -187 26 SILICON -_ 62899 DOW CORNING 899 27 WEATHERSTRIP VINYL 6TP249 1 (® vent jamb roil) TEAM PLASTICS TP -249 _ ARGE MISSILE IMPACT WINDOWS GLAZING OPTIONS: ALSO SEE TABLE BELOW AND GLAZING DETAILS SHT. 2. 5/16" (.350) LAMINATED USING MONSANTO SAFLEX PVB OR DUPONT W/ BUTACITE INTERLAYER BETWEEN (2) LITES OF: - - A. 1/8 ANNEALED GLASS B. 1/8 HEAT STRENGTHENED GLASS CONFIGURATIONS: XO or OX DESIGN PRESSURE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE & GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE & GLASS TABLES ASTM E 1300 -98. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS & PER SHT 3 HEAD & SILL: MAX. 6" FROM CORNERS. MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 15" SPACING. JAMBS: MAX. 6" FROM CORNERS. MAX. 12 1/2" SPACING. SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED. REFERENCE TEST REPORT: FTL- 1969 58 FIXED DAY OPE MAX ;HT 74" MAX WIDTH 33 5/8" MAX 33 5/8" MAX • DAYLIGHT -- DAYLIGHT OPENING OPENING 1/4" AX LITE LIGHT NING 8" X MAX 8' 4" MAX 4" MAX ELEVATION SEE NOTE 4 ON MEETING RAIL ANCHORAGE 57" MAX VENT DAYLIGHT - OPENING Robert L. Clark. P.E PE #39712 mete rnl T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Revsd By: F. K. Revd B : F. 1� Grown By: D. B. Description: Title: HS -710 Dote: 1 1/5/01 Dote: 1/29/99 Dote 2/ 1 6/98 Revisions: UPDATE FOR RENEWAL Revisions: C- NO CHG THIS SHT PRODUCT ItEVINEII as complying with the Florida Bolding Code Acceptance No 0 / Expiration tc /Ri laml Dade Prude mural DIvWoa 502 7 OX ELEVATION & B.O.M. (LG. MISSILE) ALUMINUM HORIZONTAL SLIDING WINDOW Series /Model: Scale: Sheet: Drowing No. 1 Rev: NTS 1 of 4 4112 C MIAMI•DAOE PGT Industries 1070 Technology Drive Nokomis, FL 34274 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MII MI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform 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 thc High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "HS 710" Aluminum Itorizontal Sliding Window- Impact Resistant APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 4 of 4, prepared, signed scaled by Robert L. Clark, P.E., dated 5/22/02 bearing the Miami -Dade County Product Control Revision stamp with thc Noticc of Acceptance number and expiration date by the Miami -Dade - County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with thc 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 purposcs 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 thc expiration date may be displayed in advertising literature. If any portion of thc NOA is displayed, thcn it shall be done in its entirety. INSPECTION: A copy of this cntirc NOA shall he provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at thc request of the building Official. This NOA revises NOA # 99- 0204.03 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02- 0305.02 Expiration Date: May 20, 2007 Approval Date: Junc 27, 2002 Page 1 7 1 x .W00D BUCK h. , • . TYP. SILL TYP. HEAD 4 - • • ! 1.250 MO. Max. 1 /4 " TAPCON REFERENCE TEST REPORT: FTL —1889 2 x WOOD • BUCK #12 PANHEAD • 4 • .4 • • • • TYP. SILL TYP. HEAP a ' ► .O' • • . • ► 4 . _ D v. . o • - . . # 12 PAN AN.HEAD 1.500 .250: 14AX. .250 • MAX. d 2 X WOOD e ° BUCK 1.250 Robcn L Clark, RE: PE #39712 Stnictura1 1/4• TAPCON .250 MAX. 1.250 TYP. JAMB T INDUSTRIES 1070 TECHNOLOGY DRIVE . NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 .da •a A •a 1 x W000 BUCK R e FK. Drown - 9y: D.B. Description: Title: ••4. v Series/14deh. SH -701 Dote: Revisions: 10/11/04 TB, TABLE, EXTR. Date 8/18/98 Dote: 2/9/ ANCHORAGE Scale: NTS Revisions: MAX. Sheet: 4 as 4 TYP. JAMB Drawing No. ALUMINUM SINGLE HUNG WINDOW 4040 • 2 x WOOD BUCK P I:UCI REffirkWara ASX1 'ti€4C H` O/ — L __ ::xvrcD - mu4 DAT. /w ,v41 I BUILD .N ? 4t7D'Y;. C'd►1 : Rev: .737 • 2.784 .062 1.165 .062 .413 - .705 ALUM. 6063 -T5 ALUM. 6063 -T5 2.029 ALUM. 6063 -T5 REFERENCE TEST REPORT: FTL -1889 1 :655 ALUM. 6063 -T5 ALUM. 6063 -T5 2.274 1.187 �-- .062T 1.707 ALUM. 6063 -T5 .490 .062 2.710 1.523. H1.023 1.350 k ALUM. 6063 -T5 b 1.451 /77 /d /4 Robert L. Clark. P.E. PE #39712 Structural .062 1.123 I.°2- ALUM. 6063 -T5 ALUM. 6063 -T5 T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 • P.O. BOX 1529 NOKOMIS. FL 34274 1/8" ANNEALED OR HEAT STRENTHENED ` --° GLASS .090 INTERLAYER --� SAFLEX BY SOLUTIA OR .DUPONT PVB Revsd By: F.K. R D.B. Drown By: D.B. rue: Series /Model: SH -701 Date: 10 /11 /0 81 8/98 Dote: 2/9/98 5/16" LAMINATED GLAZING .DETAILS Rev ' . TB, TABLE, EXTR. Revisions: Description: EXTRUSIONS & GLAZING OPTIONS ALUMINUM SINGLE HUNG WINDOW Scale: Sheet: NTS 3 of 4 1/2" NOM. GLASS BITE 7/8" ANNEALED OR HEAT STRENGTHENED GLASS PRODUCT RENIIN I 2Q .0 7.XPi AT10U DATE iv �/ L 20 By sty - k' . BOLD ix cont. c 111 Drawing No. 4040 Rev: jB • 76.000 .655 EXTERIOR RO CH OP INC 2.784 REFERENCE TEST REPORT: FTL -1889 ROUGH OPENING 34.500 DAYLIGHT OPENING 34.500 DAYLIGHT OPENING VERTICAL SECTION ROUGH OPENING 1.123 Robert L. Clark. P.E. PE #39712 — _S tructural EXTERIOR INTERIOR HORIZONTAL SECTION 53.125 49.625 DAYLIGHT OPENING 48.250 DAYLIGHT OPENING T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. 80X 1529 NOKOMIS. FL 34274 Revse By: F.K. Re D.B. Orown 8y: D. B. Description: rue: Series /Model: SH- 701 Dote: 1 Revisions: 10/11/0 TB, TABLE, EXTR. Date: 8/18/98 Date: 2/9/98 SECTIONS Revisions: Scale: Sheet: NTS 2 4 Drawing No. 2.710 ROUGH OPENING PRODUCT REI1W» A ':CEPTi 4CE No. IVPIRATION DATE !O d D Zr Z t — G of CIS ALUMINUM SINGLE HUNG WINDOW 4040 Rev: DESIGN PRESSURE RATING (P.S.F.. 5/16 LAMINATED W ANNEALED GLASS 5/16 LAMINATED W/ HEAT STRENGTHENED CLASS WATER .INFILTRATION REQUIRED WATER INFILTRATION NOT REQUIRED WATER INFILTRATION REQUIRED WATER INFILTRATION NOT REQUIRED -50.0 +50.0 -50.0 +50.0.0 +66.7 -80.0 +80.0 ITEM DESCRIPTION • • V. T. if QTY. / LOCATION•' -: ° : ; - •' VENDOR VENDOR # 1 FLANGED FRAME HEAD 'Alum. 6063 -T5) FLANGED FRAME SILL Alum. 6063 -T5) 612225 612226 i .. •.- ; ,. y .....-.. -. •• 1 - • -.-7.k:.-, - _ " ALUMAX • . . . ALUMAX • • AT-12225 AF- .12226 2 3 • 4 FLANGED FRAME JAMB (Alum.. 6063 -T5r FIXED. MEETING RAIL (Alum. '6063 -T5) . 612227 • 2 -. - •. ALUMAX . • AF -12227 612228 1 ALUMAX AF -12228 AF -12229 • AF -1 -12230 5 _ SASH TOP RAIL (Alum. 6063 -T5) • • 612229 • 612230 1 . • 1 ' - ALUMAX ALUMAX • 6 7 8 SASH BOTTOM. RAIL (Alum.. 6063 -T5) SASH SIDE RAIL (Alum. 6063-T5) • 612231 2 • • ALUMAX • . • • AF -12231 GLAZING BEAD (Alum: 6063 -T5) • 6534571 8 • . . ALUMAX • TEAM PLASTICS . • . DOW CORNING • • - AF- 534571 TP -247 899 9 WEATHERSTRIP • - VINYL BULB 6TP247K .8 (1 per Glazing Bead • . 10 SILICON • • 62899C• BY' 12 .. (350) W/D NT PVB !NTERLAYER • 2 H.P.G. , 1 3 ' 16 x - .750 PHIL. PN. ' HD. . • 7658PFAA 2 to (Moch Balances to Jambs) FASTENERS 14 SWEEP LATCH • • _ 1 11.5 from end of • vent top roil 2(if width is. >= 42) • • MINIATURE DIE CASTING PGT.214.XX 158 x .625 PHIL FLT. HD. . 7858WW • 2 (Sweep • Latch • Screws) - • 4 When using 2 Sweep Latches MERCHANTS FASTENER AF -12236 16 WINDLOAD ADAPTER (Alum. 6063 -T5fl' 612236:2 0 frame Tombs, 30' from bot. )ALUMAX ' 17 -. 18 x•..375 PHIL P.N. TEK• 78X38PPT 4 Windlood Adopter Screws) . • MERCHANTS FASTENER 18 WEATHERSTRIP - VINYL. BULBSASH 6TP249K 1 - of Vent Bottom Rail) • ' TEAM PLASTICS . TP -249 i•• . SASH TOP GUIDE 2 (1 per each balance) MASTER TOOL 20 SCREEN 1 • : VINYL TECH. \PGT - 21 BALANCE COVER 2 1 per• each balance) WYBORG • 5TAVE 22 BALANCE - • • • 2 . 1 0 each frame lamb) • • CALDWELL 23 . WEATHERSTRIP - PILE \FNNSEAL 61062W 3 0 vent iambs & vent top rail) SCHLEGEL CORP. FS7826 -187 24 SASH FACE GUIDE - 71087 2 1. /vent .tomb. 2.5 from bot.) - • VINYL TECH. \PGT 25 16 x .500 PHIL. FLT. HD. - 76X12FP'AW (sash face guide screws) SCHERER IND. PROD. • 26 SASH STOP •(Alum. 6063 -T5) 612244 2 (0 top of 'each frame iamb• ALUMAX - AF -12244 27 8 x 1.000 PHIL P.H. SMS •78X 1 PPA. 4. (Frame & Vent Assy. . screws) MERCHANTS FASTENER 28 if SEALER • 6SM55W • • SCHNEE /MOREHEAD SM5504 29 WINDLOAD ADAPTER (PLASTIC) • 61207 .2 (0 frame iambs, 30' from bot.)_ PROTOTYPE WC996 -1207 • 76.000 MAX. 5 3/4" 13.000 ---J MAX. ON CENTER IYP. HEAD & SILL 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE 4.) ANCHORS: MAX. 5 3/4" FROM EACH CORNER (HEAD & SILL) MAX. 6" FROM EACH CORNER (JAMBS) MAX. SPACING AT HEAD & SILL: 13.000 MAX. SPACING AT JAMBS: 13.125 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL -1889 53.125 MAX. VENT SIZE: 50 1/2" x 38 1/4" ELEVATION LARGE MISSLE IMPACT WINDOWS 1.) GLAZING OPTIONS: A. 5/16" (.350) LAMINATED GLASS (1/8" annealed /.090 film /1/8" annealed) 8.• 5/16" (.350) LAMINATED GLASS (1/8" heat strengthened /.090 film /1/8" heat strengthened) 13 1/8" ON CENTER , • 6" Robert L. Clark, P.E. PE #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL .34274 Revsd By: F.K. Revsd By: D.B. Drown By: D.B. Description: ELEVATION & PARTS LIST Title: Dote: • 10 /11 /0 Dote: 8/1 8/98 D ote: 2 /9 / 98 Revisions: T8, TABLE, EXTR. Revisions: . PRODUCT RENEWED ttXEVtINCENo. C 34- p g , 241 . ID(PIitATION DATE NovEhonol 1 sty 6-1-.4 � MVIfiO1M ALUMINUM SINGLE HUNG WINDOW Series /model: SH -701 Scole: NTS Sheet: 1 or 4 Drawing No, 4040 Rev: B - e 1/4' 1AwCOM TYP. HEAD TYP. JAMB TYP. SILL 13 WAX. /12 FLATHEAD TYP. HEAD TYP. JAMB J13 MAX /f0 Robert L. Clark, P.E. P.E, #39712 Structural ITEM DESCRIPTION 1 DOOR HEAD /SILL 2 DOOR JAMB (HINGED) 3 DOOR ASTRAGAL 4 .250 x .187 FINSEAL STRIP 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 DOOR W —STRIP CHANNEL FRAME JAMB FRAME HEAD V.T. # 60375 60376 60377 60379 67924G 8 (2 /each door top & bot. rail) 60380 60411 QTY. /DESCRIPTION GLAZING BEAD (ROLL FORM) 65170 OUTSW!NG THRESHOLD 61069M 5 16x18 THREADED ROD 6TRODA 4 1 door top & bot. rail TRUSS CLAMP 60378M 8 2 /ea. door top & bot. rail 5/1 6x1 /16 TRUSS WASHER 7WASHA 8 2 /ea. door top & bot. rail 5/16x18 TRUSS NUT 7JNUTA 8 2 /ea. door top & bot. rail FRAME SCR. COVER CAP STRIKE PLATE STRIKE PLATE INSERT 107.374 SCR. FLT. HO. HINGE ASS'Y. 7FRMOW 6 (3/frame jambs) 1Ox.625 FLT. HO. PHIL 71058FP 26 6 /hinge — hinge —door jamb 10x1 2 FLT. HD. PHIL. 710X12PPW 30 5 /hinge &hinge —frome iamb TOP BOTT. SLIDE BOLT LOCK 41720 2 (1 0 top /bot. of 1.h. astragal 6x1/2 FLT. HD. PHIL. 7612FW 4 (2 slide bolt locks) 8x1 1/2 SCR. PN HD. QUAD. 78112A 12 (6 /head & sill) SEAM SEALER 6SM55W LOCK SUPPORT ASS'Y. 4UBLOK 3 (1 /lock) 6x3/4 FLT. HD. PHIL. .200 x .190 QLON .375 x .190 QLON #12 Ph. Pn. SMS 1/4" TAPCON .401 LAM. W /DUPONT .464 LAM. W /DUPONT .464 LAM. W /MONSANTO 2 POINT LOCK ASSY. #8 x .75 Ph. Fl. Tek Revisions: D) added 2 pt. lock info Atatenal• Rind 8y: 0.8. Drown 8y: D.B. Dote: 11/17/00 chkd 8y: rate: Dote: 2/16/98 41722W 7955X 41721 PHIL 71034A 7634F 6 6Q200K 5 60300W 4 .3 POINT LOCK ASS'Y. LOCK (ACTIVE) 7LOKAP LOCK (DUMMY) 7LOKIP DEAD —BOLT LOCK .401 LAM. W /MONSANTO SILICONE 62899C FD3PTAY 1 (® r.h. astragal 7834FPT S.n.t/llodel: SWD -101 Description: r.h. astragal r.h. ostra a! 78LTJP 1 ® r.h. astragal (® r.h. astragal) ioferona� jJr�+r+� Nosed' Radio r ! 1/64 rya .act s Daiwa .0:0 M9!9 . 1' 1070 Technology Dr. Nokomis, Fl. 34275 ALUMAX ALUMAX ALUMAX VENDOR SCHLEGEL CORP. ALUMAX ALUMAX ALUMAX FLORIDA SCREEN ALUMAX FASTEC INDUSTRIAL ALUMAX FASTEC INDUSTRIAL FASTEC INDUSTRIAL PGT INDUSTRIES CAMCORP PGT INDUSTRIES MERCHANTS FASTENER NATIONWIDE IND. MERCHANTS FASTENER MERCHANTS FASTENER PGT INDUSTRIES MERCHANTS FASTENER FASTEC INDUSTRIAL SCHNEE MOREHEAD PGT INDUSTRIES 2 /lock support assyj FASTEC INDUSTRIAL 1/astragals, f r. iambs & heod) SCHLEGEL CORP. 1 /ostrc ols & frame Iambs) SCHLEGEL . CORP. PGT INDUSTRIES HARLOC HARLOC HARLOC H. P.G. DOW CORNING H.P.G. H.P. 0 H.P.G. PGT INDUSTRIES SPENCER PRODUCTS French Door — Anchorage /8.0.M. PCT 1+10: %VIDOR M0: Stale: Sheet: Drawing No. 4er4 971 VENDOR # AF -10375 AF-10376 AF -10377 FS7924 -187 AF- 10379 AF -10380 AF -12376 AF -12375 AF -103 78 41722W 41721 41720 SM5504 4UBLOK 0200X190 0375x190 FD3PTAY 100 880 820 899 P!'-_ODUCT Accu rrK+ct N, (5 4 11. cy 1 // imiktvrto.VUAr Neve1` rye- k. 2L 1 ?DD b ny \_5t 41 - �t,4� Y� iX)kM. it 1.14VT:AK? uuttC:Nt44 i >E tx KA*IC£ FAT INDUSTRIES Rev: MIA MIDADE PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0629.08 EXPIRES: 11/01/2006 APPROVED: 11/01/2001 11s 04S000I1pc2000 \ltemplateslnotke acceptance cover page.dot MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE CON(PLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2903 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375.2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305)375-290S PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372.6339 Your application for Notice of Acceptance (NOA) of: SH - 701 Aluminum Single Hung Window Impact Resistant under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Koangucz Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEEO This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco 1. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Vinyl Tech/Progressive Glass Technology ACCEPTANCE No.: 01- 0629.08 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 Water infiltration requirements: see design pressure table. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will not require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. l S k4,1 1. Ishaq I. Chanda, P.E., Product Control Examiner Product Control Division APPROVED November 01, 2001 EXPIRES November 01, 2006 1. SCOPE This revises & renews Notice of Acceptance No. 98- 0223.01, which was issued on October 22, 1998. It approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The Series SH -701 Aluminum Single Hung Window — Impact and its components shall be constructed in strict compliance with the following document: Drawing No. 4040, titled "SH -701 Aluminum Single Hung window" Sheets 1 thru 4 of 4, prepared by manufacturer, dated 2/9/98, 08- 18-98 and last revised on 10 -11 -2001, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. Vinyl Tech/Progressive Glass Technology ACCEPTANCE No. : 01- 0629.08 APPROVED November 01, 2001 EXPIRES November 01, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fcc) and granted by this office. 5. Any of the following shall also bc grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall bc available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be \cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE I S L 14 n cr'< Ishaq I. Chanda, P.E., Product Control Examiner Product Control Division Rersd 8y Dote: 0.8. 111/ Robert L. Clark, }'town By: 'E. #39712 _ 0.8 Material: Chkd 8y Series /Mo4er: SW0 -101 .401" LAM. W /MONSANTO SAF1 £X PVB INTERLAY£R OR .401" UM. W./DUPONT BUTAUTE INI$U YER SEE NOTE' , ON SHEET 1 DESIGN ?flE OF E RATING; tap Qs f. / 1070 Technology Dr. Nokomis, R. 34275 NDUSTRIES 3 POINT LOCK ASSY. 2 POINT LOCK ASSY. /ilex/ 04of � Description: PCT NO: 3/16 ANN. 3/16 ANN. .090 fermata .250 J I MAX. SHIM 3.000 - I SPACE 1 1.489 .464 LAM. W /MONSANTO SAFLEX PVB INTER/ 4YFR OR .464" LAM. WJDUPONT 9UTALIT£ INT£RLAY£R SEE IfTE j ON SHIFT DESIGN PRESSURE RATING: ±75 02f, PRODUCT RENEW AccEYrx E t;i.,. ° 1 -0 411 .0 EKria,anON 1)ATt N o U d ER 22 / 20o b t S % . 1 . . tuo t3(Y O/ I J r cmgct French Door — ExplodedjGlazinq VENDOR NO: Scala: Shoot: Growing No. 30'4 971 Rev: 95.750 93.625 ROUGH OPENING 1.272 4.000 .250 --,- MAX. SHIM SPACE ROUGH OPENING- SEE SHEET 3 FOR ANCHORS ► .489 1 EXTERIOR 4.000 --- 3.000 1.489 — .250 I M SP HIM AC 1 ROUGH OPENING 67 °r Ro rt L. Clark, P.E. P.E. #39712 Structural Revisions: 0) added 2 pt. lock info Materiel: Red By: 0.8. Dote: it /17/00 DRwn t>y: D.B. Chkd By: Dat e: To}ffyxet Unless Hof fnziiax * 1/64 Doei7+d .OP, t Dedna .030 t Angular t 1 • Series/Mode sw0 -1 0 l PGT NO: 1070 Technology Dr. Nokomis, Fl. 34275 VENDOR NO: Sce1e: Sheet: 2a4 FAT INDUSTRIES Description: French Door — Elevations.. Orc N o. 971 Rev: D 1 84 3/4" DAYLIGHT OPENING MAX. SHIM [.250 SPACE 1.479 1 Ln VERTICAL SECTION INTERIOR 34.625 TYP. BOTH PANELS ACTIVE PANEL - - 25" -0 DAYLIGHT OPENING d 71.750 EXTE INTERIOR IOR HORIZONTAL SECTION 1.750 INACTIVE PANEL, • .250 MAX. SHIM SPACE ROUGH OPENING I 1.480 PRODUCT RENEWED ACVEPT#NCE Nu. C> • 0 4n • Cy E PIRATtON DATE N EMeEZ 2e 12D06 D \Sk.o 1 . ..Lk., Moa x* tOtmarg, YTS ION DUJT1DTKUCDC COMPLIANC EOFYICZ 95.750 7 1/2" —ILL- 37.500 MAX. 13" --- MAX. ON CENTER TYP. HEAD & SILL 2 POINT LOCK OPTION v / ■ i 13.5` I TYP. MAX. 5 1/2" SEALANT ON FRAME CORNERS & PANEL CORNERS 7 1/2 95.750 71.750 ' Revisions: D) added 2pt. lock info Materia:: Revsd 8y. 0.8. Dole: 11/17/00 Drown 8y: 0.8. CMd &r: Dote: Dote: Toleroncel UM-, Not.: Pectic.= t 1/64 P.ehwr .at t Datinor .030t MO= ± I shies /Model: swD -101 POT NO: 1070 Technology. Dr. Nokomis, Fl. 34275 Description: French Door -- X, XX VENDOR NO: Stole. iX - Sheet: 1 e 1 / INDUSTRIES Crowing No. 971 trey: 7 1 /Z" --Ill xx Robert L Clark, P.E. P.E. #39712 Structural 7 1/2 13.5" 1 TYP. MAX. 5 1/2" 13 MAX. SEALANT ON ON CENTER FRAME CORNERS TYP. HEAD & SILL & PANEL CORNERS LARGE M/SSLE IMPACT DOORS 1.) GLAZING: .401 /464 LAMINATED W/INTERLAYER (MONSANTO OR DUPONT) 2.) CONFIGURATIONS: X, XX 3.) DESIGN PRESSURE RAC NG: 3:; .4P4 LAW.- {7` T -S — 75 P s. F .: +60 P,SF. — 4.) ANCHORS: MAX. 7 1/2 FROM CORNERS (HEAD & SILL) MAX. 5 1/2" FROM CORNERS (JAMB) MAX. SPACING AT HEAD & SILL- 13.000 MAX. SPACING AT JAMB: 13.500 5.) NO SHUTTERS REQUIRED 6.) 'n£FERENCE TEST REPORT: FTL -2241 77.E FOR I1OiANG ASSEMBLY OPTION — SEE SHEET 3 OF 4 PRODUCT RENEWED) ACCEY?:wcf e:.. c51-• 6 411.0 4 EXPIRATION DATE. No+Eraitce :.Z, ?moo(, 13y \ 4 t 4 c \ -. C 6..• PROVOCTOrkr[P 4L DIVISION Clump Nu COOL comnjoiNcE os : \ \ \ \ \ \ // / / / / / \ i / 2 POINT \ / LOCK \ c OPTION \ / . \ / \ / \ / \ / \ \\ t / // ' \ / \ / I I --.)\ rt_ 95.750 7 1/2" —ILL- 37.500 MAX. 13" --- MAX. ON CENTER TYP. HEAD & SILL 2 POINT LOCK OPTION v / ■ i 13.5` I TYP. MAX. 5 1/2" SEALANT ON FRAME CORNERS & PANEL CORNERS 7 1/2 95.750 71.750 ' Revisions: D) added 2pt. lock info Materia:: Revsd 8y. 0.8. Dole: 11/17/00 Drown 8y: 0.8. CMd &r: Dote: Dote: Toleroncel UM-, Not.: Pectic.= t 1/64 P.ehwr .at t Datinor .030t MO= ± I shies /Model: swD -101 POT NO: 1070 Technology. Dr. Nokomis, Fl. 34275 Description: French Door -- X, XX VENDOR NO: Stole. iX - Sheet: 1 e 1 / INDUSTRIES Crowing No. 971 trey: 7 1 /Z" --Ill xx Robert L Clark, P.E. P.E. #39712 Structural 7 1/2 13.5" 1 TYP. MAX. 5 1/2" 13 MAX. SEALANT ON ON CENTER FRAME CORNERS TYP. HEAD & SILL & PANEL CORNERS LARGE M/SSLE IMPACT DOORS 1.) GLAZING: .401 /464 LAMINATED W/INTERLAYER (MONSANTO OR DUPONT) 2.) CONFIGURATIONS: X, XX 3.) DESIGN PRESSURE RAC NG: 3:; .4P4 LAW.- {7` T -S — 75 P s. F .: +60 P,SF. — 4.) ANCHORS: MAX. 7 1/2 FROM CORNERS (HEAD & SILL) MAX. 5 1/2" FROM CORNERS (JAMB) MAX. SPACING AT HEAD & SILL- 13.000 MAX. SPACING AT JAMB: 13.500 5.) NO SHUTTERS REQUIRED 6.) 'n£FERENCE TEST REPORT: FTL -2241 77.E FOR I1OiANG ASSEMBLY OPTION — SEE SHEET 3 OF 4 PRODUCT RENEWED) ACCEY?:wcf e:.. c51-• 6 411.0 4 EXPIRATION DATE. No+Eraitce :.Z, ?moo(, 13y \ 4 t 4 c \ -. C 6..• PROVOCTOrkr[P 4L DIVISION Clump Nu COOL comnjoiNcE os : Vinyl Tech/Progressive Glass Technology. ACCEPTANCE No.: 01- 0417.04 APPROVED : September 06, 200 EXPIRES > November 22, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of-the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate Fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement or any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. . This Notice of Acceptance consists of pages 1, 2 and this last page 3. ` I A A I - L- L A IA. Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE M I A M I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 The expense of such testing will be incurred by the manufacturer. MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING !RAIDING CODE CO%II'LIANCE OFFICE Nn :TRo -DAI)E FLAGLER BUILDING 1.10 WEsT FLAMER STREET. (. SUI'rl: 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -7908 Cow TRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR 1:NE0110A1 NT DIVISION (305)375 -2966 FAX (305) 375 -2905 PRODUCT CONTROI. DIVISION (305) 375.2902 FAX (305) 372 -4339 Your application for Notice of Acceptance (NOA) of: Series SWD -101 Outswing Aluminum French Door - Impact under Chapter 8 oldie Code of Miami-Dade County governing the use of Alternate Materials and 'Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 01- 0417.04 EXPIRES: 11/22/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 09/06/2001 11 s04500011pc20001 \templates \notice acceptance cover page.dot Internet mail address: postmaster @huildingcndeonline.com Francisco J. Quintana, R.A. Director Miami-Dade .County Building Code Compliance Office Homepage: http : / /www.huildingcodeonline.com 1 Vinyl Tech/Progressive Glass Technoloiv. ACCEPTANCE No.: 01 -0. 117.04 APPROVED : Se nemhcr 06, 2001 EXPIRES : November 22, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises and renews the Notice of Acceptance No. 99- 0128.01, which was issued on February 18, 1999. ft approves an outswing aluminum French door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFI3C), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SF13C Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series SWD -101 Outswing Aluminum French Doors - Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No 971, titled "French Door XX, X" Sheets 1 through 4 of 4, prepared by manufacturer, dated 02/16/98, with revision C dated 1 -22 -99 and last revised on 04- 13 -01, signed and scaled by Robert 1.. Clark, P.1;., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acccptancc number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit application of pair of doors and single door only, as shown in approved drawings. Single door unit shall include described in the active leaf of this approval. 4. INSTALLATION 4.1 The outswing aluminum French doors and its Components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies atilt: following: 6.1.1 This Notice of Acccptancc 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acccptancc, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SF13C) in order to properly evaluate the installation of this system. Isl,41 1 •G l,<,uCl6 Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division 1 1.500 Ix WOOD BUCK (SEE NOTE 3) 1/4" TAPCON (SEE " 1) TYP. HEAD TYP. JAMB . o TYP. SILL TYP. SILL ti NOTE s ) 2x (SEE NOTE 2) 1.500 A 2x � NO BUCK 2) 114 FLATHEAD 1/4" TAPCON (SEE NOTE 1) :. • • TYP. HEAD TYP. JAMB/SIDELITE 1.500 . • a • - MAX. F -- Ix TYP. JAMB 112 FLATHEAD JAA10 SPACING (SEE NOTE 3 ON SHEET 1) REFERENCE TEST REPORT: FTL -2067 .250 MAX. i $ • 1.500 4s Robert L. Clark, P.E. SI� u • •� . -' • 250 1070 TECHNOLOGY OWE NOKOMIS, FL 34275 P.O. 90X 1520 NOKOMIS, fL 34274 1 4" TAPCON NOTE 1) TYP. SIDELITE HEAD • 4. • TYP, SIDELITE SILL NOTES: 1. LISE ONLY HMI —DIDE COUNTY APPROVED ELCO OR ITW TAAC0NS 2. INSTALLATION OF 2x WOO BUCK TO THE SUBSTRATE ENGINEERED SE1 RATELY AND TO BE RENEWED BY BIALDING OFFICIAL. 3. INSTALLATION OF 1x WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY. Oahe 1117/03 -9 s /02 Raved It,: ita % , r F.K. Rood Ibt F.K. aerie Off: 0.8. TYP. SIDELITE SILL 8(20/01 712199 sa FD -101 zx EE MOND WV( TYP. SIDELITE HEAD 114 PANHEAD 0-410 O THIS SHT Sado: NTS NOTES 8-PER LETTER 8/17/01 8 of 8 231 11000 BUCK (Stir NOTE 2) Ipioifie Mikis Co* AFL 1>».w.. ANCHORAGE ALUMINUM FRENCH DOOR IV SIDELITES Drawing Ho. 9 72 Rem D 4.588 r --- 3.J00----1 SIDELITE BOTTOM RAIL 7 6063 —T5 ALUM. .750 2.980 S1DELUTE JAMB ADAPTER 0 4 606.3—T5 ALUM. 3. 100 SIDELJTE HEADER 3 6 6063 —T5 ALUM. Robert L. Clark, P.E. PE artroturat .39712 1070 1EO *0L0GY QRIYE NOKOUla R 34275 P.O. 8GX1529 NOKOA9S. FL 34274 *wad tbc F.K Aiwu F.K. crown sy: F.K. try SIDEUTE JAMB 35 6063 —T5 ALUM. c l e 7/03 9/02 9 9102 1.578 —1 3.000 Rivlolow D— NO CHO INS stn C —NEW SHT PRODUCT lumwes as ow Maria aellems 4. ' LikAsiclia EXT RUSIONS PROFILES, SIDELITES ALUMINUM FRENCH DOOR W/ SIDELITES swisobdak Shalt - fit: - ro _ lMa An: FD -101 NTS 7 of 8 972 D re 4 0 MEW 0 0 0 0 0 Gli / il I. ' 17 ■ _ ' !1.. .f.L.' _ AL- - 7 2. 171- _. L.__ 11...` ita Ervarirogu r.:74 - -u_:]Ir VIITIT II .F7Ol V.:=Ni_ii Ilnkiirix.::s:Lii.-7.7 uf V! il.r.r.E II NM) Vit:114.t.t 'IL - 1 rli*PL911111Ei:7: a ;I AIM NM I OM __I 3: WO NU : #:; .121PFAC-.9.1.:TI RA t;"41/1111111 r..! 4 t_12: VICK HIE! 2:11414t- 111[111&;?..T4F Uf4f.:#11111111 V ir_ill.'.E. MI ;11U-All InZiolkije IIIMINII:i:25111 07GTIW-TC;!‘ Zi-m MIMI ugall1111 CW: 111111F0111n2FA IN-MIA I I ft117111 MI V: s wawa mum rer, 7.7111=7.1u_Tir ..x UNARM VW. "X NI MOB EY=F--i •1 T ,' .42.if:!iiiiiiiiiiiiiiiiiiiiiiiiia 14Git:i_lai rin!•i/a NUMMI 111/1/111=11= 11Ktii-.:_rli V.r. 1 . 1 1.7X41•11111=111=1111tIllali VaZikk,i7.7- 1111Faryit.lnivzzt r -I 8 0.2 , : /SI ti? AEI 11[70/111 NEM EMI >II- a I :: 1 . .EALRA111111111111111111111111111111111111111FEMAIII -__1 WWI 1 EWE ti ./.7.411F-fti4/91 • r 17k14 1, 4117. tar +MEN riki 1111FLINI1i, :;1.7i4 G:1-3 P...."..1111111111111111111111 INTIM MAIM r::;:i4ILTFATET;Vi ft rili111111111LieliC7f01111•111 WAWA Mk IMMIIIIR7VLS sit0.1 tiliX.M11111 U., ;:iw: '-',`&11.7'.3- V:1:I Itillil II w1al1 u:ef4r_tilLik Itizz;f4I.,411/1/.1•:Z/1"1. !At:Jail= Ilfiris.) MI Illkillital P416-'1::2A1177 3 1. Ff. IWNIIIV2717.r7E-1'6.:MillAUTI/L11 P ':ii .;,71In'r..71i=iii ; E I A U114141 RFAIlltis:7/:_:•_2tifIE- EWA= 1l illn" sg.:- *AN= IIILI WA. 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IlIkr.111F7KorsT P.v.q IlkcillIP.:10: 2 iit AFL:I: U. _ - .... a r_T2rir4A wrillEs.:41. r-Tirsal VT"; alf225Pri MAE L. 3_21u4E.• 4 ' T- MI T a" 11 11 f, , MTAi !iiir -77P ii7 IfIlIPS - "s''T if -7 0" IL9111::::::::,7 • 7;11::::::.:210.11111177::. . r L...rifimitimie Illaill!E2nt=.1711111114111LTAPiAlTI:477 Pi 11.7 r:iii lEr4rin i7. VET K4NRIE Iti:A111:411E- wa r KM 1111W111!!Y4'11V11; W 1 .ril i eri 1111CrillMaillf'77:701111111ELVIE 921" 711r74111111 .. (91 ri=111:1TIMZIZ 11MILK:f7277:CIZIFI:=711.7777/C77.. IC r JIM ■ fri i I I Fr777=116 AIDIITArikrALW I LE11r7A11111111111111 z'4Lr;' _ - -Tri ernr'. . . 9f/02 8 20/01 ' Retelems: 1/17/03 0 OHO DOS SHT Robiormr C-ADD 71161. GLASS Ravksiona: 8-PER LEITER 8117/01 7 12/99 V. T. BILL OF MATERIALS VENDOR VENDOR Midis 4 2 AF- 04 PRODUCT ammo essililes wis e fled Oiling OW Aompumni s saisg L-LaINLIARLOPINtij Robert L Clarks P.E. PE #39712 Structural MX& 1. QTY'S INDRACKETS ARE FOR OX0 CONF1GU:44110N 2. REFEREACE TEST REPORT: F1L-2067 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 nig ALUMINUM FRENCH DOOR W/ SIDELITES serissimado F0-101 I Sheet: I On:atm No. N TS I 5 of 8 I 972 4.586 .3.100 .062 —tt- 1200 .075 SIDEUTE BOTTOM RAIL 7 6063_75 ALUM. .750 2.980 SIDELITE JAMB ADAPTER 40 6063 -T5 ALUM 3 100 SIDELITE HEADER ltifi b063 -T5 ALUM. 1 / t v ' Robert L. Cork, P.E. PE 7 1070 TECHNOLOGY Me NOKOMIS. FL 34275 P.O. BOX 1529 N KOMIS. fL 34274 Moved Br Road F.K. Otoott r°°7 1.578 SIDEUTE JAMB 35 6063 -T5 ALUM. yam 0 1 . 7/0.3 91902 7g/r2 30 00 Aroltionto D-N0 CHO TNIS SHT Raviohniu C—NEW SHT 1 •I affarboat war Ilmr "Ma AFL EXTR USIONS PROFILES, SIDELITES .13 ALUMINUM FRENCH DOOR W/ SIDELITES SerlegAbdet Sooty Sheet: Droolog Na 1Mo: FD -101 NTS 7 or 8 97 2 D IF 3/18" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 1/8" ANNEALED 120R SIDEUT£S GLAZING OPTION 1 .402 (3/8") LAMINATEQ 1..F 3/18" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 3/18" HEAT STRENGTHENED DOOR SIDEUT£S GLAZING OPTION 4 7/16" LAMINATEQ 3/16" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 1/8" ANNEALED 3/16" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 3/18" HEAT STRENGTHENED —4F 3/16" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 1/8" HEAT STRENGTHENED .4.37 REFERENCE TEST REPORT: FTI. -2067 GLAZING OPTION 2 .402 (3/8 ") LAMINATED SIDELITES NOTE INNER LAYER MAY BE DUPONT BUTACITE PM OR SAFLEX /KEEPSAFE MAXIMUM. Robert L. Clark. P.E. PE Structural 3/16" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 1/8" HEAT STRENGTHENED 1070 TECHNOLOGY DRNE NOKOMIS. FL 34275 P.O. 90X 1529 NOKOMIS. FL 34274 t�wd lrjr *Awl Ibc F.K Woad Dr F.1G :DOOR D.B. Drown GLAZING DETAILS »In IF 3/18" HEAT SEED .090 IOMER LAYER (SEE NOTE) 3/18" ANNEALED 1/1 7/03 9 820/01 72/99 GLAZING OPTION 3 7/16" LAMINATED D-NO CHG THIS SHT Row Intoner 7/16 GLASS Rovisionv 8-PER LITTER 8/17/0 3/16" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 3/16" ANNEALED SIDELITES ALUMINUM FRENCH DOOR W/ SIDELITES S rrstrAroderr S IS No. - REM: FD -101 NTS 3 to 8 972 D EXTERIOR HORIZONTAL SECTION OXXO HORIZONTAL SECTION MO REFERENCE TEST REPORT: FTL -2067 OUTSWING f/gdi VP if' Robert L. Clark, P.E. PE #39712 Structured 1070 TECHNOLOGY NNE NOKOMIS, FL 34275 P.O. aoX 1629 NOKOMIS. FL 34274 Road Iba � Raved F.K , Woad F.K. grown !be D.B. !1 7/03 NowleIonw C -NO CHG ZHIS SHT PER LETTER 8/17/01 ?49102 y10/01 _3572/99 s«f.vModac F73-101 0 Revisions: HG THIS SHT scokg NTS 4 & 8 SIDFL1T c � f dea ot- t o t7 Ileplealwe mum SECTIONS ALUMINUM FRENCH DOOR W/ SIDELITES Orowlog No. 9 72 I D mm 98 MAX. 85 1/d,..-_- MAX. DAYLIGHT OPENING TYP. 8500 F ._ 3&125 MAX. -- 33 3/0 MAX.4 MUGHT°PplitIG -- -- 71.750 MAX. 25 MAX DAYLIGHT OPENING 4.000 ( 4.000 4.000 oxxo 4800 / \ 25" MAX. DAYLIGHT OPENING \ NACT 2 POINT LOCK OPTION 13.50 MAX 1 Four 114. 1/4" Tallcans or 5 #14 Screws Req'd LARGE MISSILE IMPACT DOORS at We Location. Top & Bottom. 1.) aA7 JNG OPTIONS: (SEE SHEET 3 FOR GLAZING DETAILS) OPTION 1 - .402 (3/87 LAMINATED (3/16" HEAT STRENGTHEAED, OPTION 2 - . 402 (3/87 LAMINATED (3/16" HEAT STREINGT11ENED, OPTION 3 - 7/16" LAMINATED (3/16* HEAT S RENGTHENEQ .090 OPTION 4 - 7/16' LAMINATED (3/16' HEAT STRENGTHENED, .090 2.) DESIGN PRESSURE RATING: (SEE TABLES SHEET 2) 3.) ANCHORS: DOOR MAX. FROM CORNERS: 6.500 & SILL) Max FROM CORNERS: 6.000 (JAMBS) MAX SPACING AT HEAD & SILL: 1.1500 M/AK SPACING AT JAMBS: 21.000 4.) SHUTTER REQUIREMENT: SHUTTERS NOT REQUIRED. 5.) REFERENCE TEST REPORT: FTL -2067 6.) SEALANT Tn BE APPLIED AROUND THE FRAME CORNER do PANE. CORNER SEAM. 36.125 MAX. - 33 3/8 MAX.4 DAYLIGHT 1 � h-- 4.000 4.000 r- 4.000 4.000 .090 DINNER LAYER, 1/8" ANNEALED .090 AVER LAYER, 1/8* HEAT SJRENG1HENED INNER LAYER 3/16" ANNEALED INNER LAYER, 3/16' HEAT STRENGTHENED I 13.250 6.000 TYPICAL 21.000 MAX. 21.000 MAX. 13.250 HINGE LOC. 6.000 TYPICAL 8.300 47.875 HINGE LOC. TYPICAL ANCHOR$ ARE TYP. IN HEAD dC // lb bert L. Posit, P.E. PE #39712 Structure' 96 MAX. 4 85 1/8 MAX. CAYUGHT OPENING TYP. .500J 35.125 MAX. MAX. 1070 TECHNOLOGY S, F L 4� P.O. BOX 1529 NOKOMIS, Ft. 34274 333/8 MAX. �] �W4G 2 POINT LOCK OPTION 39.500 4.000 4.000 4.000 4.000 FA Weed ow: Orate 0. 8 Ma: sa+M/Irod t FD -101 r Coxc5 oats: / i7/03 0 /4/ a Q� � X42 8/20/01 X 2/99 Seats: NTS Redetonio 4.000 D 0.0. DA LS RevIebou Vff SASS & 8-PER L£TJER 8/17101 ELEVATIONS OXXO & OXO 1 of 8 I 972 mow RENEWID comPWas et* ohs meal Astessmes "SW 3 ` 14 C.I 4wd. ALUMINUM FRENCH DOOR W/ SIDELITES MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SLOPS: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series FD -101 Outswing Aluminum French Door w/ Sidelites - Impact APPROVAL DOCUMENT: Drawing No. 972, titled "Aluminum French Door w/ Sidelites", sheets 1 through 8 of 8, prepared by manufacturer, dated 7 -12 -99 and last revised on 01 -17 -03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 02- 0702.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 02- 0927.13 Expiration Date: February 13, 2008 Approval Date: February 13, 2003 Page 1 COMPARATIVE ANALYSIS TABLE 3. - GLASS OPTION 3 3/16" Heat Strengthened, .090 Inner Layer, 3/16" Annealed 1 Qty. of Slabs Sidellte Width Max.... He . fits Widths 79.750 83.750 87.750 91.750 95.750 1 1 22.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 75.0 o x o 1 28.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 75.0 1 30. 000 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 37.500 75.0 75.0 75.0 75.0 75.0 1 33.000 37.500 -75.0 -75.0 -75.0 -71.7 -72.6 75.0 75.0 75.0 75.0 74.7 72.6 1 36.125 37.500 i -70.0 -67.9 -65.7 -63.1 -60.4 75.0 70.0 67.9 65.7 63 1 60.4 oxxo 2 22.000 71.750 - -75.0 - - - 5.0 - - - -75.0 - -- _ _� -75.0 ___ -75.0 - 75.0 -75.0 75.0 7 75.0 2 75.0 2 28.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 30.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 33.000 71.750 -75.0 -75.0 -75.0 -74.7 -72.6 75.0 75.0 75.0 74.7 ; 72.6 2 36.125 71.750 -70.0 -67.9 - 65.7 - 63.1 -60.4 70.0 . 67.9 65.7 63.1 60.4 COMPARATIVE ANALYSIS TABLE 2. - GLASS OPTION 2 3/16" Heat Strengthened, .090 Inner Layer, 118" Heat Strengthened 1 Qty. of Slabs Sldelite Width Max. Door Heights Widths 79.750 83.750 87.750 91.750 95.750 a xo 1 22.000 22.000 -75.0 -75.0 i -75.0 -75.0 -75.0 37.500 75.0 75.0 75.0 75.0 75.0 1 28.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 30.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 37.500 75.0 . 75.0 75.0 75.0 75.0 1 33.0 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 37.500 75.0 75.0 75.0 75.0 75.0 1 36.125 i -75.0 -75.0 -75.0 -75.0 -75.0 37.500 75.0 75.0 75.0 75.0 _ 75.0 0 _ -- 2 - 22.000 - - ` 71.750 i -75.0 -75.0 -75.0 ' -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 28.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 30.000 71.750 i -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 33.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 36.125 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 COMPARATIVE ANALYSIS TABLE 1. - GLASS OPTION 1 3/16" Heat Strengthened, .090 nner Layer, 118" Annealed 1 Qty. of Slabs Sidelite Width Max. • . • He hts Widths 9.750) 83.750 87.750 91.750 95.750 o •co 1 22.000 ►, �, -75.0 -72 5 -70.2 -68.8 9 ()75.0 75.0 72.5 70.2 68.8 i 28.000 37.500 -74.7 ' -73.2 -70 8 - 68.5 -67.1 74.7 73.2 70.8 68.5 67.1 1 30.000 37.500 -64.7 - 63.2 -610 -59.0 -58.2 64.7 63.2 61.0 59.0 58.2 1 33.000 37.500 -55.4 -53.5 -516 -50.1 -48.9 i 55.4 53.5 51.6 50.1 48.9 1 36.125 37.500 j -48.9 - 47.5 -45 4 -43.4 -41.8 37.500 48.9 47.5 1 45.4 43.4 41.8 -68.8 L oxxo 2 22.000 71.750 -75.0 -75.0 -72 5 -70.2 71.750 75.0 75.0 72.5 70.2 • 68.8 2 28.000 71.750 -74.7 -73.2 -70 8 -68.5 -67.1 74.7 73.2 70.8 68.5 67.1 2 30.000 71.750 -64.7 -63.2 -610 -59.0 -58.2 64.7 63.2 61.0 59.0 58.2 2 33.000 71.750 ' -55.4 -53.5 -516 -50.1 -48.9 55.4 53.5 51.6 50.1 48.9 2 36.125 71.750 _ -48.9 -47.5 -454 -43.4 -41.8 48.9 47.5 45.4 43.4 , 41.8 COMPARATIVE ANALYSIS TABLE 4. - GLASS OPTION 4 3/16" Heat Strengthened, .090 nner Layer, 3M6" Heat Strengthened 1 Qty. of Slabs Sldehte Width Max. Door . Heights Widths 79.750 83.750 87.750 91.750 95.750 1 0 X 0 1 1 22.000 37.500 -75.0 -75.0 -75 0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 28.000 37.E - -75.0 -750 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 30.000 37.500 -75.0 -75.0 -75 0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 33.000 37.500 -75.0 -75.0 -750 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 36.125 -7 5. 0 -75.0 -75 0 -75.0 -75.0 37.500 75.0 75.0 75.0 75.0 75.0 oxxo 2 22.000 71.750 _ -75.0 -75.0 -75 0 - -75.0 - _ -75.0 75.0 75.0 75.0 75.0 75.0 2 28.000 71.750 -75.0 -75.0 -75 0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 30.000 71.750 -75.0 -75.0 -75 0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 33.000 71.750 -75.0 -75.0 -75 0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 36. 125 71.750 -75.0 -75.0 -75 0 -75.0 -75.0 75.0 75.0 75.0 75.0 _ 75.0 NOTES: 1. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. 2. POSTIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 3. GENERAL: 0/0 = DAYLIGHT OPENING 0/0 HEIGHT DOOR HEIGHT - 10.875" 0/0 WIDTH SIDEUTE = SIDEUTE WIDTH - 2.750" 0/0 WIDTH PANEL m PANEL WIDTH - 12.500" Robert L pork P.E. t �2 1070 TECHNOLOGY DRIVE NOCOW S. FL 34275 P.O. BOX 1529 NCKO1115. FL 34274 levee !! ' Orea Revisions: f /( 1/17/03 D-MOD MB t NO ME 3 F. /02 £ W caw MS F K. ' 8 %20/01 R LITER 8/17101 reasecr UMW= I WO Ile Theta 4..spi,,. •J3 mit T�Ii�1 D.B. Dawn ,7 12/99 DESIGN PRESSURE TABLES, OXXO & OXO 7119: ALUMINUM FRENCH DOOR W/ SI DEL I TES saNe/kodet Scala: Shea: Drawing No. RID FD -tot NTS 2 of 8 972 ITEM DESCRIPTION V.T. / • OTY. -- VENDOR VENDOR # 1 Fromc Hcod 2 Track . 61 45 I Alumox AF- 12245 2 3 Frame Sill. .r frock 612246 _ 1 _ Atumoe AF- 12246 AF- -1n55 AF- 12254 Threshold Cover, 2 -Track 41 612254 2 - 2 Alumor 1 Alumox 4 Fixed Adopter, Marne Sill 5 Weet HotSin 70250 3 1Qco. end & 10 center) : Scherer 6 Weep Flop I12 1 512%47 3 I .ea. end & 10 center) - Scherer 7 Frame ,tomb, 2-Track _ 2 ' Aivmox .4F-12247 _ 8 98 x 1.000 Ducd Pn. SMS 781 POA 6 'ornb 9 10 etch Keeper 8 x .375 Ph. Pn. SMS 7SOKEEP 7838PA 2 . Nationwide 4 f2 /1.otch Keeper) / F 11 Qum. er 72087K . 2 (1 /Jamb -- Opr. Trk.) Eos1caast R&P ,--- <{ 1/Bumper) 12 j 8 x .375 Ph. Pn. ILK 1 78X38PPT 872.248 : 13 cp /Bot. Roil 8 .(2 ranch Alurnoe - 12248 Wstp.. .170 x .270 bock — fin seat 457966 612242 ` 42 'xed, Oper. • Scr. Pones) Schlegel -FS 4 1 Ponet Numox 7516 - t67 AF-1 4. . ide Rail Fixed 0.eroble 16 Roller. Tandem Steel 71049 8 . 1 Panel , Trulh Hardware 78X38PPA 16 2 Roller .117- 1>; ti 17 1 8 x .375 Ph. Pn. SUS 18 19 f /4 -20 r 1.000 Ph. Pn, MS 720X 1A .32 8 Panel Lockse► 710 -32 .x 1.75 0vol MS /LOCK .3 Notionwide ?SOJ711s4MSR 4 2 Panel _ _... 20 21 X Com torch /X1 20X .3 1 Lcck 22 FA1F. Com Spnr er 4250214 2 . 1 Panel Luck) - not Screen pitgLuck — Com Latch Scrcrvr 2 1 /F5Ted Pont : 2 1 O eroble Panel) 16 4 Done) PGT Industries T_ AF - 122.51 AF-1226 1 534601 1 -.12 x .500 Tr. Ph. M5 710]1x121PMS 6 12251 . 672261 Alumox . - A1umpx Alumos 24 fixed Pone/ Meel. Roil 25 0 er. Panel Meet. Roll 28 Cloning Bead 6534501 61P247 27 V1 ! 005 16r(1 /Gtod ;ng 13eoc! ' Teorn Plastics t 1 /POnet ' PFG. LOF i : ow Como. D / TF' -J47 28 7 16 Laminated crn:.s i4 899 29 Silicone 62899C 30 Scorn Seoler 6SM55M - Schnee- Morehead SM5504 32 Fired Panel Chp 612 62 ; Alumox AF -- 1 262 Igni '8 x 1.000 Ph. F'n. SMS 78XIPPA Fixed Panel Clip Screws J4 Screen Too Roil 612256 2 2 , Alumox AF -12256 AF- 12257 35 • Screen B. R0;1 612257 36 Sin fie Ropers 7SRA/ 2 Screen Pone') 37 Screen Side Roil _ 612258 2 1 Screen Pones . Alumai A - 12258 39 /,' 10 -32 x .875 Ph. F1. MS 7107; 2 Screw Lock •Screen Meerin• Roil 612259 2 <A Screen Ponel . Alumox AF- 12259 40 1/4 x 1.500 Ph. Pn. SMS 71IX112PPA 4 Screen Ate. Screws 41 _ Screcr Sorine 601 70K ' Team F'tuwlir.s _ _ 42 Ponel Astragal • 1- , Indolex 43 Screen Astragal .n:.w, _ • - • u , l K 1 ' _ lndotex f -p HEAD rrp. sic 1, /10 PANHCAO • ASO - 11"2 UAL CROW OUST 7RANSFER SHIRR LOAD TO SLAB / 10 PANHLAO Tom' �1At'j r 1.130 rrf /16' IAPCON 11 11 h • 1I' • 11 ccjiai .et1 2x 1 BUCK / b , / // /w �-v Hr ro'c.ni: REV. A r7 l.x. R t.ta a,: 7.r... a 0.0. SOUTH FLOR:o4 UIIOiNG� mat t&V€ t. V—/ Z 0 o c 6r 1x l.w4 PRODUCT corrnrot. O:riSiON 6U4R1+0 CODE (13 ACCEPTANCE NO. [Y]— 0 626 1 1 aed t,: Oo�r. 1 3/15/99 .! '¢ +t ti ur .z i IIQ' r.,rr.• 2 1 /51 tetind .Oa 1 I SCO- 70 1070 7 EC11, JOLOG Y DIRT V1i NOKO4fIS, 1•Z 34275 P.O. BOX 1529 • t' OKOMIS, Ff. 34274 INDUSTRIES • SGO —OXXO — BILL OF MATERIALS Tr., MO: vrAcx;n ! t-..in9 trn. 14or4I 4345 - -4 I• A 1 1$ t—� CO 1 csa F-� 1.500 • .237 wL:'►'MJICS ROUGH OPENING EX 1 ERIQR 96.00 5 VERTICAL SF.'C11QN ROUGH OPENING ROUGH OPENING .5.357 7.4 .)3 INTE6I9r? I4 PI 9) MA. PAMtI 'Mgr 1 Z 01 HORIZONTAL SECTION ;MACK ITV J? (17x(0 PAhfl Cur) wrrk ( ?)) taw JJ (100' Prt Ix. SuS) 47 18.23, .36.75 615D r 77.00 MO✓ e.ROu 7/1 6 • Ov( RA(L d 1.9'7, a • Wert ear n \<— 6 0 ClA95 ear/ 7/16" LAMINA7 L O GLAZING DETAIL Rcril■ir. LIo1N;a1' Ilor►e Ay: II lilac. `t pp., 8 D.8. 191.753 uu' • al Y JJ. /0r1' PM PM SUS LOCAIIO ON 0' 0m CLRPCR REV. A 10/13/00 Cake Rr Dale; Pa le! J/ 15/99 L"I�.^1•cr� Uront melt l• lbr:vrs: 1 1/i 1 .to- .000 I SGO - 70 0!f Gr;P1;B0: AC Irb. . PANE( W.0 ►N P.O. BOX 1529 NOKOMIS, EL 34274 + 7.875 U4X 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 ` si CONSTRUCTION DETAIL: OVERALL 7/15" LJUAINATED CONSIST OP 3/16" HS GLASS ores (ExtE'?►oR & INTERIOR SIDE) w1T71 .098 SAFCLCX 11 IG PV8 INTERLAYER BY 5O1 OETWEET LITES. Aa'ROV D AS CONIPlY1140 `MTH THE $317f 1 FL ORIDA F.U'LD NO CODE 1Arr j/touQt t4e—ti G9 Z De d C ROZUCT C 4TPOt DIVISION IL 0140 COOT.. ComPtIvv,C: OFFIC ACC No. ' • \1 SGD --70 OX X0 (SECTION VIEWS) KK00Q P 0; steer. 2p14 See log D.v"+rp No. —I 1.137 I-- lNDUSTRI ES 4,345.... 2 .E 7ER(OR ROUGH /OPENING' INTERIOR NI v: )-1 rTl w _. .15e M A---- ! n•p_ HEAD 1r. Srt L (to PANHCAD 1 `-- 2 X W000 BUCK ,en J/; S • rAPCON .:50 Jam" GROUT JUST TRANSFER SHEAR LOAD r0 StAe I.5m1 I vor. rYT'. HLAQ J /16 • TAPCON V n 11 11 II • -0 11 �- 2x WOOD BUCK ITEM 5 6 14 15 16 17 18 19 20 25 26 27 28 29 30 J4 40 • • r P. n 1 . R.11 C 101 ; r 1 Hood f116 vin ! 005 7 16` Lominotea G1nis Silicone Seom Scoter Fired Pune Clip 8 x 1.000 Ph. Pn. SMS Screen Too Roil 35 • Screen But Ro %! 36 Single Roller 37 Screen Side Roil 38 /10 --32 x .873 Ph. FI. MS 39 Screen kleefin. Relit Frome Head 2 Track Frome Sill. r Trock Threshold Cover. 2 -Track Fired Adopter, fame 5 ;11 Housing Flop Frame Jomb, 2-Truck 88 x 1.000 Oucd Pn. SMS olch Kc per 8 x .375 Ph. Pn. SMS awn. er Wee Wee /e) /0-0 /eat` DESCRIPTION ILK Pn. 8 r. .375 Ph. opJBof. Roil Wslp.. .170 x .270 bock - fin Side Rar! (Fixed /Operoble) Roller, Tandem Steel 8 x .375 Ph. P' . SMS 1 4 -20 r 1.000 Ph. Pn. MS Locksel L10 -32 x 1.75 Ovof MS 2? X Corn Loch 7X1720X 22 Com Sparer 42502N F$ /, 11 -32 x .500 Tr. Ph. M5 24 lied Pone! Meet. Roil 1 4 x 1.500 Ph. Pn. SMS Screen Saline Pone( Aslrngol j i • Screen AsfrOQOI Jr ; ' :,1 Rc.d oni: REV. A 1 0 1 13/00 t.lr. koler,ot trlC a Dec . .. or: 0.0. 70750 3 (I t eo. 7Q251 3 (1 'eo. 517.2.47 2 761 POA 1 J (577;----)711" .. 7SO .ICEEP 78.38PA 4 j2 /Lofch Keeper) - 72087K 2 f l /Jamb -- Opt. Trk,) 7 8X38PPT 2 1 Bumper) 6,2248 ['2 Panel() l Atumgx seal 6796G 42 Fixed, Oper. do Scr. Ponets Schlegel 61 224? 4 l Panel Alumox 71049 8 2 Fonel Truth Hardware 78X38PPA 16 Z /Roltc 720X 1 A .52 8 /LOCK 3 )4144144- )44- SOUTH TLOR O . B UIIOi1G CO rtaTE Lfe...11.+.t4tt, t f lap a fir 1 �i3a 1 . C.� 9ti� PaWO UCT CONTROL O ns1Olt 6UILCOro CODE IS:wti m O.47CF ACCEPTANCE NO. GY) 00 CA re 9r: Dolt: aoIc 15/99 V.T. /J 61 2245 612246 612255 612254 1017x1.34M5/c 62899C 6SM55W 612262 713XIPPA 6122.56 r * r #40• 2 2 s. /uoect: SCO- 70 Prec r Ponel 4 2 Pone! 3 1 Lcck 2 I Ponel Luck) - not Screen PDT Industries Luck - Corn Latch Screw) %ID32x111PM5 Qd 612251 Q 6 12261 2 /TO eroblc Panel) 653.1501 1 6 4 Panel) 61P24 16 T ( 1 /GIntinq Bead)._ 4 it/Pon/el.) 1 Fixed Ponel Fired Panel Clip Screws 2 612257 2 7S RA/. 4 2 /Screen Poncl) 612258 2 (Screen Panel 7107 2 Screw Lock 612259 2 OScreen Panel 714X112PPA 4 (Screen Asst. Screws 60170K r.x t 1 t/5 e Cvt4.01 .0a• e Ltcivl .CDC SOD — OXXO vr►rx;n OTY. end le end k 10 center) Scherer 1t,'k Centel) .Scharer Alumou 1070 T CII OLOG Y DRIVE NOKOMIS, FZ 3.1275 P.O. BOX 1529 NOKOMIS, H. 34274 Alamnz Alumok Alumox alu rr• ox Nationwide Ecsfcno ►1 R&P Not %onwide Alumox Alum Alumox Team Plastics PPG. LOF Dow Corning Schnee - Morehead /OUT Alumox Alumox Alumox Alumox Indolex VENDOR Team Plustir. Indolex VENDOR AV AF 12245 AF- 1 2.241: Af -. .12255 AF- 12254 .4F- 12247 X 12240 FS-7516- 187 AF .19- 10 AF -1 251 AF- 12261 534601 TF' -24 / 899 5M5504 AF.- 1 262 AF -12256 AF- 12257 A • 12258 AF- 12259 INDUSTRIES — BILL OF MATERIALS ' S: 'e. i3 .eel: ho.inp Mn. -� I� or4I 4345 -74 I Ner • A •• DESIGN PRESSURE RATING POSITi.F. a 60 PSF NEGATIVE — 60 PSF 96.000 MAX 0 MAX 88.750 DLO HEIGHT 6 " era... 13" MAX. ON CENTER MAX 43.362 DLO WIDTH — TYPICAL HEAD & SILL 2 ROWS OF ANCHOR SCREWS SCE SHEET 4 OF 4 . 0 191.750 MAX LARGE MIS SL E IMPACT DOOR S 1.) GLAZING: 7/ 16 " 1 AMINATEO 2.) CONr1GURATIoNs: OXXU 3.) SEALANT: FRAME CORNER, INSTALLATION SCREWS le PANEL SEALED WITH SCHNEE /MOREHEAO ISM5504 SEAM SEALER 4.) ANCHORS: MAX. 6" FROM EACH CORNER (HEAD 6t: SILL) MAX. 6" FROM EACH CORNER (JAMBS) MAX. SPACING AT HEAD & SILL: 13.000 0 MAX. SPACING AT JAMBS: 21.000 5.) SHUTTER REQUIREMENT.: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL -2369 CORNERS .i / Si> 45/ .1? e-C1 ELEVATION f vc'irt: t t '64 , . arl omens .cco Mpulor. 1 1' oaer REV. A 1 0/13/00 F.K. 5C0 -70 By: ' belt' . ' of -xr a rn (rj ; e .3 Dote. 6.. J 21" MAX. . �ON CCNTC1? Ono. yGon: f!'fI NO 1070 TECHNOLOGY DR1 VE NOKOMIS, ft 3 75 Pte. BOX 1529 NOKOMIS, f.1. 34274 • SGO — 70 OXXO — ELEVATION idlow° AS COMPLYING WTH THE H iLORICA ullDit+G CVO£ 09. Z Ons u _ T CONTROL DIVISION taw CODE dOMPLIANCE OF rice' - cQ Q10E NO. Cry- 0621 •� ` K.000 117: On) .:np Nom. 4345-1 13:42 APR 04, 2001 ID: PGT INDUSTRIES MIAMFDAOE PRODUCT CONTROL NOTICE OF' ACCEPTANCE PGT industries 1070 Technology Drive Nokomis ,FL 34275 APPROVED: 11/09/2000 O TEL NO: (941) 480 -1900 486062 PAGE: 2/6 Your application for Notice of Acceptance (NOA) of Series SGD -70 Aluminum Sliding Glass Door - Impact. under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate N.Iatcrials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami-Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsitc or manufacturers plant for quality control testing. If this product or ntatgriai fails to perform in the approved manner, 13CCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is detcrnii1ied by BCCO that this product or material fails to meet the requirements of the South Florida B ing Code. r The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00-0628.11 EXPIRES: 11/09/2005 THIS IS THE COVERSHEET, SEE ADDITIONAL PACES FOR SI'ECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMA • This application for Product Approval has been reviewed by the I3CCO and approved by the Buildin Code and Product Review Committee to be used in Miami -Dade County. Florida under the conditions set forth above. • 11t0450001 \pc200011templatetlnodce acceptance cover p ge.dot Internet mail address: postInastergbuildingcudeunline .cola ie I Ioutepage: bttp : /h+tvw.buitdiugcodconline.c(nn dl1AMI -DARE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SI[J RO- t). \DL• FI.: \GI.t:1t BUILDING Nn WEST FI.AGLER STREET. SUITE 1603 MIAMI. FWIU 33130 -1563 (305) 3 FAX (303)373-290S CONTRACTOR LICE :NSINI: SECTION (3(1) 375-2527 FAX 1305) 375•25s CONTRACTOR ENFORCEMENT J)I►•t.SIO.N (303) 373.2966 FAX (305) 375 -29us 1'Itoot:crca /2!1(31.DI\'ISION (305) 375.2902 FAX (30$) 3722.63;') Raul Rodriguez . Chief Product Control Division Francisco J. Quintana. R.A. Director it(i. -Dade County Building Code Compliance Office • 13.43 APR 04, 2001 ID: PGT INDUSTRIES POT industries TEL NO: (941) 480 - 1900 486062 PAGE: 3/8 ACCEPTANCE No.: 00-0628.11 APPROVED : November 9. 2000 EXPIRES : November 9, 2005 NOTICE OF ACCEPTANCE.: SP1?CIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum sliding glass door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SI'BC), 1991 Edition for Miami -Dade County, for the locations where the pressure requirements. as determined by SPBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The SGD -70 Series Aluminum Sliding Glass Door — Large (Missile Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawine No 4345 -1, titled "SGD -70 OXXO." Sheets 1 through 4 of 4 dated 03-15-99, last revised on 10- 13 -00, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 Head receptor is not allowed to be used in this installation. 4. INSTALLATION 4.1 The aluminum sliding glass door and its components shall be installed in strict compliance %with the approved drawings. 4.2 Hurricane protection system (shutters): The installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo. city. state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Corte (SFBC) in order to properly evaluate the installation of this system. !shag I. Chanda, 1'.E. Product Control Examiner Product Control Division 2 01.3 13:44 APR 042001 ID? PST INDUSTRIES TEL M0: (941) 480 -1900 PGT Industries 486062 PAGE: 4/5 ACCEPTANCE No.: O0- 06281 1 APPROVED : November 9, 20011 EXPIRES : November 9, 2005 • NOTICE OF ACCEPTANCE: STANDARD CONPMTIONS 1. Renewal of this Acceptance {approval) shall be considered after a renewal application has been tiled and the original submitted. documentation, including test supporting data, engineei ing documents. arc no older than eight {8) years. 2. Any and all approved products shalt be permanently labeled with the manufacturer's name, city, state. and the following statement: 'Miami -Dade County Product - Control Approved", or as specifically stated in tie specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if. a) There has been a charge in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as,tltc one originally approved; t) lithe Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product d) The engineer who originally prepared, signed and scaled the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically _be cause fur termination of this Acceptance. unless prior written approval has been requested (throu_,h the Ming ofa revision application with appropriate h.e) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product. for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami - Dade County. Florida, and followed by the expiration date may be displayed in advertising literature. Ifany portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. • 7. A copy adds Acceptance as well as approved drawings and other documents. where it applies. shall he provided to the user by the manufacturer or its distributors and shall he available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acccptancc consists of pages 1, 2 and this last page 3. 15 4 I. CA.tll< 'Shag 1. thanda , P. E. Product Control Examiner Product Control Division ENI) OF TIIIS ACCEPTANCE 3 of 3 ,`.nchors ri) w C_-) ` - — o - w _ , -- _ J 2 -- , au I ou ! i u ! au I :::u 1 mu j - 1 I 120 1 1:3u I 160 42! 129 i 1 1 5 I 107 I 104 1 103 1 103 I 103 1 103 I 103 1 10 3 I 6i , 481 83 73 ; 67 I 63 61 i 61 1 61 I 61 ) 61 50.625i 70 1 61 1 55 ) 52 1 50 49 49 1 49 i 49 49 -- _ 57 i 4G 1 44 1 41 1 39 38 38 38 1 38 38 601 41..._ - -- 63; ' - - 35 _ 20 31 I 27 29I 2- 26 ! 25 ! 25 95 I 25 24 22 22 21 20 1 20 20 66 30 96 3 1 21 1 1 c 18 18 1 7 17 17 72' 23 76: 20 20 17 ' 16 1 - I - 1 - i - 1 - 17 15 I - 1 - - 1 - j - 1 - - 7 8 : 1 8 78: 1 8 1 1 5 1 5 , i - - - i -- - 1 - - 1 t I - - - 1 - 8 4 : - - ' - 90' - - l - 1 - - - I - � - I - I 96; - ; - - 1 - - - - ! - 1 - I - t 1081 - ; - - i - 1 - - 1 - - l - 1 - _ 111 - - - - - - - - I _ , - 144! - - - - - 1 - - - - I - I - lx4x.1 4 • OPENING WIDTH IN INCHES chors 50 i 60 70 I 90 10 i 110 120 1 130 160 /- w z ? 0 ` W -J _I = . 42! 170 1 170 170 1 170 1 170 /0 I 170 1 170 1 170 170 481 170 1 170 j 170 1 170 1 170 170 I 170 1 170 1 170 170 50.6251 170 1 170 1 170 1 170 1 170 170 1 170 1 170 1 170 170 541 170 1 170 1 170 1 170 1 162 158 1 157 1 157 i 157 157 601 170 1 170 1 157 1 143 1 134 ": 127 1 124 I 122 1 122 122 J2 170 i 160 141 I 128 1 119 i ("12 - j 1 108 I 106 1 106 106 661 170 1 145 127 115 1 106 100 1 96 1 93 1 92- 92 721 142 1 120 105 I 95 I 87 81 1 77 1 74 1 72 71 . 120 ! 102 90 I 1 74 69 6,-; 63 I 61 59 7 8 1 , 1 1 94 83 � 74 i 68 53 60 5 7 1 .� 55 53 55 : J.J 84 38 75 65 i 5 1 53 49 ! 46 44 42 40 90i 72 1 60 53 1 47 1 43 39 1 37 35 33 31 96 • 59 50 43 j 38 1 35 32 i 30 ! 28 27 24 108: 41 1 35 30 27 1 24 , 22 20 19 1 18 16 111 1 38 ! 32 28 1 24 I 22 20 i i 9 i 17 ! 16 - 1441 17 1 - - - 1 - - - - - - 1. 1 x2x.125 A ,' i01 `S: i . MAXIMUM -r.LL 'OWAELE E - cL Rc IN PSr. OPENING'NIDTH IN INCHES DESIGN IS EASED ON OPENING WIDTH. FOR vIULTIPLF UNITS, RHEET CONSIDER ONLY 1 NO ADJACENT UNITS AT A TIME. REFERENCE l - r REPORT IL-2902, 2903 AND 2975 C _ /7 / J //7 G Robert L. Clark, PE. P.E. t,L39712 INDUSTRIES 10 70 TECHNOLOGY ORIVE Revso 3v Dore: Drown 3Y Description: Dr C� \ L_ J it Tale: " r ?t) RnY rC ^o Vertical Mull 1 _Opening I Width Horizontal Mull Openinc Width \_Opening Width C.' ko _y: Pace: Muil Length Mull Length Multiple Mulled Units Mull L ength 1 , Dote: 4/28/00 CHARTS Revisions: HARTS Revisions: STD . WALL A4ULLION Series /Model: I Scale: !Sheet: APPROVED AS CC!.IP! YING'MT ( Tr; SOUTH FLORI t = UILDIN - r DE DATE J ' ' ' ! , =-Ltl B Y /'� • < Vii! i PRCD� NTnCL 2;IVISiON BUILDING CODS C:MP IANCE OFFI - 1 pro win n ,vim GLAZING PRODUCT / / MU L'_ION N GLAZING PRODUC M i) T (°. MULLION () GLAZING GLAZING PRODUCT PRODUCT I GLAZING PRODUCT II \J \\ / / MU L'_ION N GLAZING PRODUC ',u4)-...._, �'�� CLING PRODUCT GLAZING PRODUCT ANCHORS: TYPE 3- C' OR - 0: 9077-I ENDS \\ GLAZING P.RGDUCT WI ( ` WINL JWR W = W1 -W2 GLAZING PRODUCT W2 1 ! ; cOr, DETERMINING MAX DESIGN PRESSURE SE ON PAGE 5 OF 5 MAX OPENING = W OR MULL LENGTH = H ;vo MULLION ALLOWABLE TABLES W1 +W2 D ANCHORS: 7`;'P c-. -3 C . OR 307 =NCc NOTES: 7. FOR ANCHORAGE 7 F, OUA.NTI T' AND LOCATION SHEETS REF R S TO EETS 2, 3 AND 2. WINDOWS MAY E.E MULL-- TOGS: RE,;, TO A MAX. OF 5 :SNITS 3. MULLIONS ARE APPROVED FOR IMPACT u NON—IMPACT 4. REFERENCE TEST l REP ORT r I L -2902. 2903 AND 2975 GLAZING PRODUCT j TrP. MULWON GLAZING P.R000CT H2 f H1 H = H1 -H2 ) WINDOW ML �L W /ON ABOV FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR H1 +1-12 MULL LENGTH = W H :� /7 / �� // ,'..'- .,r- % � /; Robert L. Clark., PE PE. =?.9712 1070 W W = W1 -W2 H = .-i 1 -112 W2 INDUSTRIES ILC;LINn nr•• n nn i H2 H I (2) WINDOWS ,MUL L D VV /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M 1) MAX OPENING = H OR H1 ÷-H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 R evsc .:NC.-(CRS Crown ay-, Desc.-ip lion: Tile: 1 :NC::OPS: TYP E. scT V EN A r R, =', ill ( C r vl � 1 . 1 Series W 1 W = W1 ,-W2 -WJ H = H1 -H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN! PRESSURE SEE TABLES ON PAGE 5 OF 5 1{ri5) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR W7 +W2+11/3 M4) MAX OPENING = W1 +W? OR MULL LENGTH = H l C ;kc .y: .1-.41e: i Rev,sions: C�ce: 4 /23/00 1 IviIILL; 0i\I APPROVED AS C :MPL' :lHG '7%.1 THE SOUTH FLCP.IDA BUILDING CODE DALE JUN 2 4 ?nom By Pi/7%7 . i.AZ- PRCDIi NrRoi. VISION �� BUILDING 000E COMPLIANCE OF FiCE ACCEPTANCE NO. VG - 0 • GLAZING PRODUCT r-. (I.I.:;1 711:' / MULLION N GLAZING .PRODUCT r Ua � ,y"'� GLAZING PRODUCT GLAZING PRODUCT I AZiNG L PRODUCT /� ;' M i) TYR. MULLION > 1 ■:.L -.ZINC GLAZING .PRODUCT PRODUCT' H ANCHORS: TYPE. 3 , C" OR - 0: 8077 -1 =NDS \.\ GLAZING PRODUCT W1 W^ _ = 3 W2 ( _ ) 1 /VI1 , 1Lj i - r;WR A/11..1I 1 CL -ZING PRODUCT do MULLION r f" r cOP� DETERMINING Mr,X ALLOWABL:. ' PRESSURE SEE TABLES ON PACE 5 OF 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H ANCHORS: TWC _3 C OR 30TH _NCS j NOTE _ : i . FOR ANCHORAGE TYP O AND LOCATION RE.-ER TO Si - rE=! S 2, 3 AND 5 2. WINDOWS MAY SE MULL...- TOLE ; h'E, R, TO A. MAX. OF 5 UNIT'S 3. MULLIONS ARE APPROVED FOR IMPACT & NON—IMPACT 4. REFERENCE TEST l REPORT r I l —2 2903 .4N0 2975 5 W GLAZING PRODUCT Trip. .WULLJCN GLAZING PRODUCT H_ H1 H = HI ÷H2 i) WINDOW MO ILLS) W /.ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR H1 ; H2 MULL LENGTH = W 4NCH CRS: Eivcs H Robert L. W = WI ÷W = .=i 1 =H2 (2) WINDOWS MU' L D 1 N/ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE E SEA TABLES ON PAGE 5 OF 5 Iv! i) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR W1 +W2 44) MAX OPENING = W OR W i , W2 MULL LENGTH. = H1 P.i. f-.1q9712 1070 W W W2 INDUSTRIES h2 vSC .- WC. -1CRS TYP E \ TYPE. C V o o L30 TH .=NDS Drown Gy7 Description: Tale: l C "i" 1 / . V / 3 /Go I 1 Seriesiun. )F! 1 1 �revrsions: M ILL100I\l H 1 W1 W2 W.; rir W = W2 W-7 H = H1 MU LTIP! 1 WINDOWS MULLED W/ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 ,k4') MAX OPENING = h' OR H1 +H2 MULL LE'VGT H = W OR 'W 1= 'W2 =W, M4) MAX OPENING = ,V 1 ='W2 OR W2÷;4":5 MULL LENGTH = h'1 APPROVED /,'S C CMPL':'IHG'.:ml THE :SOUTH FLORIDA GUILCING CODE DAZE JUN 7 R EY PRCDU 14TROLDiVISION , BUILDING 00DE COMPLIANCE. 'DF=iCE ACCEPTANCE NO. '0 ! • �- P.C. T. ix mULUON 1—; " MULL MULL/ON CLIP CUT :LANCES OFF OF MULL - 2!.11: , TO FORxi A — .7:HANN°. AND INSTALL AS SHOWN OR I" MULL P .C.7. ix MULLION \\ I C.7. :ruLL./0,v t'TYP) t WOOD SUCK ITYPI 1 —2 OR 4 opPosrre SIDES STAGGERED ON /12 F.H. :1 7-- (SO AS NOT TO INTERFE.-7E AIM EACH o r-i.) TY.D'OAL MLA! !ON (NcTAL iTiCAI TYPE ". NOT- 1. FOR MULL SIZE AND QUANTITY OF A.NCHORS REQUIRED Sc_ : 5. :=OR ANCHOR LOCATIONS SEE SHEET 3. • QUANTITY OF ANCHORS FOR MULL—TO—CLIP IS THE SAME AS THE OUANTIT,' OF ANC,=-IORc FROM CLIP—TO—OPENING. 2. TEST REPORT FR — .902, 2903 AND 2975 .1 : I z--- 112 S.M.S. (199/) ALL FASrEPERS .1.IUS7 3E DADE APPROVED. 5E ' T e OR .VGUJON TO ( TR LIC TUFF ',V/ 77-./ yvcc .9Uc< TY.Dc IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFE R TO CHARTS ANC AND THE CORRECT MULL SIZE AND PRESSURE REC "0 FOR YOUR SPECIFIC APPLICATION. e ‘.. /12 •Ll STAGGERED ON OPPOSITE SIDES (SO AS NOT TO r ;J TE7R E WITH EACH OTHER) SEE NOTE /1 1 2 WOOD SCREW (199f) 14 PENETRATION INTO ) WOOD 3UCK. ALL FASTE:N ER S MUST 3E DADE COUNTY AP SEE NOTE / 1 P .G. 7 . Ix muLLJON w000 SUCK RE.40vED TO CONCRETE /2/ ." ,/ /L/ /EV Robert L. Clark:P P.C.T. Ix MU . . • YP!CAL MULLION! TO cTRUCTURE Yi/ Th HICK REMOVED FROM CONC. T',-/PE 7-1 INDUSTRIES P.E. #39712 10 70 TECHNOLOGY ORA/E w000 / BUCK w000 BUCK Rerso 3y: I Dcte: Desvi otion: 77112: (TW /12 F.H. :1 STACC;ERED ON .1 :PPDSTTE SIDES .1 (SO .15 NOT TO 1/ :WTERFFRE wird C H .10 0 re T7-tE, I 9) 1 • ; 7 " , "' ''CON (:46/) Drown Sy: P. „J. P. 17, MIN. OR 2 MIN.— P.O. Sox 1...320 Se/les/mod ei: 4 L-2 OR e 1 C:".k0 10-cue: I 4/28/ TYPIC. 1. 4 . 1:)1_ 1 ION TO 37 WITh 'eVr)OD PUCK AND C,NC TYPc "0". e .t • Resisions: 1 CLIP & INCT4LI ATION DETAIL 1" STD. 'VA L L MUD L ION I Scale: iSheec: /12 F.H. STAGGERED oN OPPOSITE SIDES (SO .45 NOT TO r INTERFERE WITH EACH OTI-1ER) SEE Non /7 • -,• 1 . ^ ' ' • ' •• p ' .1.1IN. 14 PENETRATION INTO ^ NCR:" -- OR SLCCX - .- ' I.: " • ETRUCTURE ALL FASTENERS • • •- . uuS7 SE DADE COUNTY APPROVED. SEE NOTE /1 1 Orowmo No .WIN. r TAPCON (24610 — 1 mini. 14 PENETRATION IN 0 CONCRETE OR BLOCK STRUCTURE. ALL FAS' ERS MUST 8E DADE COUN • APPROVED. SEE NOTE : 1 1 LFPRCVED AS CCMPLYING %MTH THE SOUTH FLORIDA EL111.01tIG CODE DAlk JUN ? Q RCL DIVISION BUILDING CODE 001.4PL!A7ICE °Fr:IC"( • '10 • I .2 i ' A'IROPTANT• UANTI T OF ANCHORS SHOWN I . FOR P/CT F;AL II . P,QESE NT. T/C 1 CNL Y. FOP c. ORPE S T H . L ANTI i ;' OF I I • I\ /D FIND THE - ' i 1. ' / , 1 � � I I I AND I rESSURL D FOR YOUR II S PECIFIC i t 1 1 APPLICATION. CLIP LENGTH ChART FOP 1 x MULL MLILL SIZE 1 1 2 x 1 1 X ? 7,1 : - 7 i 1 1 0 i `8 0 1 1 MAX 1 " MULL CLIP TWO ( 2) ANCHOR LOCATIONS E 0WC , -" 1099 NOTE 1. REFERENCE TEST RE,-sORT FTL- 2902.290.E AND 2975 o MIN. 'Q/7,/ ENDS (r 'P) 70 '1' T MIN.] LA': 1 MULL CLIP FOUR • •(4) ANCHOR LOCATIONS EXTRUSION OWC 1099 8 MIN F, =011'1 END (T -r= 1 " L CLIP IN!%,pc . EMOVED TWO (2) ANCHOR LOCATIONS EXTRUSION DWG ;099 1 " MULL CLIP 'W/7T Ec: `MO' /ED r uP (4) .AI\./C' - OR EXTRUSION DWG , 099 18evsa ay: Dot e: C. '1K0 3r: iDate: R.Tv■srons: Drown ay: Dotc: I 4/8 /'00 L 8 1�1I N. F, END (T ht ° :. PPnO ED AS CCt.IPL `1N'G'A1TH THI 'SOUTH FLr HIr ^ :1Tc w� d L ?P.Q Orri nOL DIVISION 3UILDING CODE Ca.1P'UANCa OFFIC :c - /Z. jOescnpiion: 1 1 L ; lO f\I i�LIP A ; NC i C I O'`^ L 1 1�,�, TON rte: ( 1 „ STD. D. WALL MULLION 1 1 1 R 1 A 7. REFERENCE TEST REPORT i- 1 i -2902, 2903 AND 2975 SID. ✓!!4LL MAT' : 6J63- 16 Robert L. Clark. P.E. PE. 439712 1 2 i 1 ,1 1 INDUSTRIES 1070 TECHNOLOGY ORIVF_ j Drown y: Description: Revso y: :Dare: PFOFIL`S Chko 3y: race: 1Date: ,/ 28 /OO (TYI itle: 1 " STD. WALL MULLION 1 Senes /.rose(: O C/ Priv , cnn Scale: iSheec: APPROVED AS COMPLYING 'MT-i THi SOUTH F QA fUl Irf ( `= DATE U 2 . I / ?ROO . ONTROLDIVISION �. ?UILDING CODE COMPLIANCE Dr rip: er 0 D- v�IZ.O ;CCU. 'NCc:'IC. 1 rrnr.. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Q�� Building Inspection Request J Dat Approved Correction Re- Insp'n Fee Type Insp'n Permit No. Name Address Compan // Phone # 3 cc ^ �� -- h.C 0 -) Inspection Date L 3 / \,I MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 u t5 k S Building Inspection Request Date Type Insp' Permit No. — — • Ors6r xn r c us 5 eS 12[sg^ NiE101� — Name Address Company Phone # Inspection Date Correction P2-Co Re- Insp'n Fee ❑ C(-':�� <y _rhek k 4 / f acJ Dag Type Insp Permit No. Name Address Company Phone # MIAMI SHORES VILLA BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Inspection Date Correction 0 T o3 IDf 1 Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 55/ I' Type Insp'n DI Wall 5tJ `wS Permit No. b/ Name eC Address 1 ►" L 1 v A Si Company C_vo Phone # it Inspection Date 9 Approved Correction ❑ Re-Insp'n Fee ❑ 0