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WS-13-1695Miami Shores Village Building Department 1� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION Permit Type: BUILDING C`0.��:� JUL O FBC 20 Permit No Master Permit No. ROOFING JOB ADDRESS: 1 City: Miami Shores County: Miami Dade Zip: 3!?) l 31; Folio/Parcel#: ()0-)() Is the Building Historically Designated: Yes NO Zone: OWNER: Name (Fee Simple Titleholder):. tAL �'(0Y)t-'! ' Phone#: 9,) - (004 d %3 aq Address: ' `��. pp`� s NF. -1 b r AA City: Miami I ��r� State: F Iof l dct Zip: `'' B Ias Tenant/Lessee Name: Email: CONTRACTOR: Company Name: . l i 0 c1 !a - I I IjPfS, Lt C Phona# 54- N K7®2-9 Address: City: R --m iorche jg Q State: jrr i da Zip: 2 Qualifier Name: Phone#. W�k - Vg 1 m �` T State Certification or Registration #: C- C- 6 ® '� 3 ` Certificate of Competency #: Contact Phone#: I VA - S3 1- ��� 0 Email Address: Qk, DESIGNER: Architect/Engineer. lv Phone#: Value of Work for this Permit: $ °.� Square/Linear Footage of Work: Type of Work: DAddition DAlteration UNew gRepair/Replace LIDemolition Description of Work: a�� �� °, o �� ��y 1 ✓ ® aw ®�� Color thru tile: Submittal Fee $ Permit Fee $ 'Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ A r Bonding Company's Name (if i Bonding Company's Address _ City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for MBCTWCAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:' Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged 00A;10�r--- Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this.. The foregoine instrument was acknowledged before me this ' - day of 20—by MTKII 1 ,o -- day of77SJNi�-<-- 2A by bLOA C'R-1 ® , who is personally known to me or who has produced who is personally known to me or who has produced_ As identification and who NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY own Notary Public State of Florida . �i; Vito Mazzoc con My Commission EE146007 �... s 11114/8016 L11 1� J -1-0) -C, I U tr Plans Examiner as uteW. tr>s MMIRToam.' ver oU Notary Public State of Florida NOTARY PUBLI �`^ Vito Manoccoli sMy Commission EE146007 e °orwdp ElPir@s 11/1412016 _ Sign: ®1' Print: V AD My)'Aiz 0 CA,0 ) ,. My Commission Expires: ((] j ¢ f 2-0 y �s— . Zoning Structural Review Clerk (Revised 3/122012XRevised 07/10/07XRevised 0611oFMXRevised 3/15109) CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self -performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: fVydt—®L„ PERMIT # ADDRESS: N)1 C) 3 _e �� FOLIO NUMBER: t t-3205 —OZ I e 170`10 FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: COST OF PAST IMPROVEMENTS (12 MONTHS): EAST OF FL.CCCL: Goo- 0-0 COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): _ 1 qy 1'(00 VALUE OF PRINCIPAL STRUCTURE (attach appraisal): ,�� f%®2- . 00 OWNERS SIGNATURE ` DATE: Z r PLANREVIEWER: PLAN REVIEWER SIGNATURE: Created on June 2009 DATE: can Sci:u��. r :• r 20851 Johnsonf Estimate Pembroke Pines, FL 33029 FL G/C lieences # CGC1509349 (954) 391-7029 off# Date EsVmate # tto3 (954) 391-7238 fax# 6/27/2013 1258 Proposal Submitted to : Job Address I Mark & Shadfa Hunter Window Replacement I 1245 NE 93rd Ave Miami Shores, FL (305) 318-6853 cell# sharifa (917) 604-8328 cell# Mark r I € Item Description of Work Performed Qty Cost Total = $**** INSTALL REPLACEMENT HURRICANE IMPACT WINDOWS'S** NOTE: ALL PRICES BELOW INCLUDE LABOR AND MATERIALS TO SUPPLY j HURRICANE IMPACT WHITE WINDOWS TO MATCH, REMOVAL, INSTALLATION, STUCCO PATCH THE EXTERIORS AFTER INSTALL AND PAINT TUP THE EXTERIOR I AFTER COMPLETE. INTERIOR TO BE CAULKED AND TUP PAINT AROUND WINDOWS. 00 REMOVE AND REPLACE 4 WINDOWS IN THE FRONT LEFT BEDROOM, WITH WHITE 4 435.00 1,740.00T HURRICANE IMPACT WINDOWS TO MATCH EXISTING REPLACEMENTS (2) AT 36 X 17- AND (2) AT 35 1/2" X 37" i 00 REMOVE AND REPLACE 2 WINDOWS IN THE FRONT RIGHT BEDROOM, WITH WHITE 2 I� 435.00 870.00T 4 HURRICANE IMPACT WINDOWS TO MATCH EXISTING"MPLACEMENTS (2) AT 35 1/2" X 37- f 00 REMOVE AND REPLACE 2 WINDOWS IN THE FRONT FOYER AREA, WITH WHITE 3 332.60 997.80T HURRICANE IMPACT WINDOWS TO MATCH EXISTING REPLACEMENTS i (3) AT 18- X 36" w 00 REMOVE AND REPLACE 2 WINDOWS IN THE MASTER BEDROOM AREA, WITH 2 45636 E 0 912.721 WHITE HURRICANE IMPACT WINDOWS TO MATCH EXISTING REPLACEMENTS j (2) AT 35- X 49" `( j I 00 PRICE TO PULL PERMIT AND PROVIDE MIAMI DADE WIND LOAD CALCULATIONS 1 350.00 350.00 TO MIAMI SHORES BUILDING DEPARTMENT. ! E `00 PRICE FOR WINDOW PERMIT ESTIMATED COST 'M 500.00 I 500.00 100 f ADD (1) WINDOW IN GARAGE 521/2" X 38" 1 09.121 489.12T R 1 444 NOTE: AS PER PROPOSAL AND CONTRACT ALL EXTRA WORK ORDERS ARE TO BE I PAID IN FULL PRIOR TO WORK BEING PERFORMED. I PROVIDING QUALITY SERVICES AND WORKMANSHIP COAST TO COAST, WE GO THE ISTANC � Signature Page 1 Subtotal = Tax (6.0%) Total r G��nstr..ucg. v 3q. Bari National Builders, LLJ s Estimate Pembroke Pines, FL 33029 FL G/C licences # CGC1509349 (954) 391-7029 off* Date Estimate # (954) 391-7238 faO 6/27/2013 1258 Proposal Submitted to : Job Address Mark & Sharifa Hunter Window Replacement 1245 NE 93rd Ave Miami Shores, FL (305) 318-6853 cell# sharifa (917) 604-8328 cell# Mark t E Item Descr/ption of Work Performed Qty Cost Total = 4444 IN ORDER FOR WORK TO BE SCHEDULED, THE FOLLOWING PROPOSAL MUST BE SIGNED AND RETURNED WITH A 500/6 DEPOSIT. i END THANK YOU FOR ALLOWING US TO HELP IN YOUR FUTURE RENOVATION PROJECT, WE LOOK FORWARD TO WORKING WITH YOU IN THE NEAR FUTURE..... - CHANGE ORDER July 11, 2013 > Added 100. (+$489.12) r Total change to estimate +$518.47 1 I PROVIDING Q UALITY SER VICES AND WORKMANSHIP COAST TO COAST, WE GO THE DISTANCE!! Signature Page 2 Subtotal = $5,859.64 Tax (6.0%) $300.58 Total $62160.22 P&,)perty Search - Report Property Information: Folio 11-3205-027-0070 Property Address 1245 NE 93 ST Owner Name(s) MARK D HUNTER Mailing Address 1245 NE 93 ST MIAMI SHORES FL 33138 Primary Zone 1300 SGL FAMILY - 2801-3000 SQ Use Code 0001 RESIDENTIAL -SINGLE FAMILY Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Adj. Sq. Footage 2,991 Lot Size 11,325 SQ FT Year Built 1977 Full Legal Description BAY LURE PB 44-63 LOT 6 LESS WLY25FT BLK 1 &W25FT OF LOT 7 LOT SIZE 75.000 X 151 OR 18792-1099 09 1999 1 COC 21751-3431 09 2003 4 Assessment Information: Current Previous Previous 2 Year 2013 2012 2011 Land Value $206,544 $198,282 $165,235 Building Value $252,458 $283,944 $285,568 Market Value $459,002 $482,226 $450,803 Assessed Value $451,467 $443,921 $430,992 Benefits Information: Current Previous Previous 2 Benefit Type 2013 2012 2011 Save Our Homes Assessment Reduction $7,535 $38,305 $19,811 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: not all benefits are applicable to all Taxable Values (ie County, School Board, City, Regional). Disclaimer: http://gisweb.miamidade.gov/ProperrySearch/printMap.htm MIAMI-DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos Lopez-Cantera Property Appraiser ,;{' Aerial Photography 2012 Taxable Value Information: Current Previous Previous 2 Year 2013 2012 2011 Exemption/ Taxable Exemption/ Taxable Exemption/ Taxable County $50,000/$401,467 $50,000/$393,921 $50,000/$380,992 School Board $25,000/$426,467 $25,000/$418,921 $25,000/$405,992 City $50,000/$401,467 $50,000/$393,921 $50,000/$380,992 Regional $50,000/$401,467 $50,000/$393,921 $50,000/$380,992 Sale Information: Date Amount OR Book -Page Qualification Code 5/2009 $425,000 26899-4158 Sales qualified as a result of examination of the deed 12/2008 $410,000 26681-2370 Sales which are qualified 9/2003 $0 21751-3431 Sales which are disqualified as a result of examination of the deed 9/1999 $320,000 18792-1099 Sales which are qualified 6/1995 $200,000 16817-4252 Sales which are qualified 7/1992 $171,000 15609-3160 Sales which are qualified 12/1991 $0 15341-2829 Sales which are disqualified as a result of examination of the deed 3/1990 $244,000 14482-3263 Sales which are qualified 1/1989 $155,000 13984-1764 Sales which are qualified 5/1988 $0 00000-0000 Sales which are disqualified as a result of examination of the deed 7/1986 $160,000 12964-1413 Sales which are qualified 3/1980 $172,000 10696-0394 Sales which are qualified 6/1977 $30,000 00000-0000 Sales which are qualified The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade I of 2 7/28/2013 9:00 PM '4`,R ©`® LIABILITY INSURANCE wrE CERTIFICATE OF 1 0110412013 PRODUCER THIS CERTIFICATION IS ISSUED AS A MATTER OF INFORMATION LUBIN BERGMAN ORGINAZATION INC. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 5 Revere Drive Suite 370 Brook, IL 60062 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. ueDTs ANorth 847-941-2014 INSURERS AFFORDING COVERAGE NAIC 9 INSURED INSURER A Sift Farm General Ilmerdnm CompmW 25151 25151 BARI NATIONAL BUILDERS, LLC INSURER B. Stan Fane Ftaride trmummm Compal►y 10739 10738 20916 Sheridan St INSURER C. State Farm Mutual AutomobRe lnm wm company 25178 25178 PEMBROKE PINES, FL 33332 INSURER D. INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSLTRIM TYPE OF INSURPXCE PoucY 6ItMBER � � WN DA °�"ny�m ueDTs A GENERALLIAewiY EACH OCCURRENCE $ 1,000,000 _ DAMAGE TO RENTED PREMSES oar $ 50,000 X COMMERCIAL GENERAL LIABILITY CLAM MADE FX OCCUR MED EXP (Any wo pamm) $ 51000 PERsom &ADv wjuRY $ 1,000.000 X Expolsion Under MGL 0157549 01104/2013 01/04/2014 ground Collaps GENERAL AGGREGATE $ 2,0001000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMPIOP AGG $ 2,000,080 $ POLICY MC LOC A AUTOMOBILE LIABILITY ANY aero COMBINED SINGLE U tee) $ 1.000,000 BODILY INJURY (P- ) $ 1.008.000 ALL OWNED AUTOS SCHEDULED AUTOS MGL 01!37549 01184M3 01/04/2014 BODILY INJURY $ (Per -da" X HIRED AUTOS X NON-O%M DAUfOS (w acddemPROPERTYDAMAGE $ 1,000.1100 GARAGE LIABUM AUTO ONLY - EA ACCIDENT $ OTHER THAN EAACC $ ANYAUTO AUTO ONLY: AGG $ A EXCI ALWBILRY EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 5.000,000 X1 OCCUR FICLAIMS MADE $ UGL 0157549 01104=13 01/0412014 $ $ RDEDUCTIBLE x RETENTION $10,000-00 WORKERS COMPENSATION AND EMPLOYERS' LIABILRY Y t N ANY PROPRIEfORIP� OFfICERI EMBER EXCLUDED? ❑Y rN HIGWC 8974502 01/0412013 01/0412014 TORY LIMITS ER EL EACH ACCIDENT $ 1,000.000 EL DISEASE - EA EMPLOYEE$ 1.000,000 E.L.SPECIAL DISEASE- POLICY LIMIT $ 1,000.0 OTHER DESCRIPTION OF OPERATIONS I LOcAnoNS t VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT t SPECIAL PROVISIONS Blanket additional Insured 81 waiver or subrogation Included as required by Written contract for both the General Liability & WIC 30 Days notice of cancellation given. (_FRTIFI('ATF mum r7F1? UAWI:M-L.A 110111 Village Of Miami Shores g 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE AVE DIS POLICIES BE CANCELLED BEFORE THE EXPItAnON DATE THEREOF. THE ISSUING I MMM WM J- ENDEAVOR TO MAIL 3r 0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDeR NAtiAED TO THE LEFT Btrr FAILURE TO DO SO SHALL BMPOSE NOOBUGATION OR UAMUN OFANY MO UPON THE MURER, ITS AGENTS OR A ACORD 25 (2009101) ®19882009 ACOOi RPORATION. All rights reserve& The ACORD name and logo are regi marks of ACORD 1001488 132849.3 04.08-2009 PERMIT I o Contractor ❑ Owner ❑ Architect S I � - Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT TE: MG 5 (NAME) Picked up 2 sets of plans and (other) It Address: 1 ZG15 / lJ I;- q 3 "l From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that t e plans need to beught back to - Miami Shores Village Building Department to ntigue 4rmirng cess. Acknowledged by: (Signature) PERMIT CLERK IN RESUBMITTED DATE: I7- 13 - - PERMIT CLERK INITIAL: Mia'm'i'%Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 August 5, 2013 Permit No: WS13-1695 Buildina Critiaue Review 1. 1) Provide the dimension and height of the building. 2. 2) Show the calculated wind pressures on the window schedule. 3. 3) Address egress. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. 1245 ne 93 st WINDLOAD COMPONENTS —WALLS WINDOW A: +70.3,-94.2 (+42.3, -56.5 A.S.D.) WINDOW B: +70.3,-94.2 (+42.3,-56.5 A.S.D.) WINDOW C: +70.3,-76.3 (+42.2, -45.8 A.S.D.) WINDOW D: +70.3,-76.3 (+42.2, -45.8 A.S.D.) WINDOW E: +70.3,-94.2 (+42.3, -56.5 A.S.D.) WINDOW F: +70.3,-94.2 (+42.3, -56.5 A.S.D.) WINDOW G: +70.3,-94.2 (+42.3, -56.5 A.S.D.) WINDOW H: +69.1,-91.8 (+41.5, -55.1 A.S.D.) WINDOW I: +69.1,-75.1 (+41.5, -45.1 A.S.D.) WINDOW J: +67.3,-73.3 (+40.4, -44.0 A.S.D.) WINDOW K: +68.5,-74.5 (+41.1,-44.7 A.S.D.) Project Name: Location: By: Start Date: 9/11/2013 Comments: .\StationMy Documents\shareefas.wls September 11, 2013 ASCE?-10 Local Information Wind Dir. 1 2 3 4 iosure C C C C Basic Wind Speed: 175 mph Topography: None Optional Factors This project uses load combinations from ASCE 7. WLS4 — [1.4] Copyright © 2020 SDG, Inc. Page 1 of 19 Section - Main Section Enclosure Classification: Enclosed Wall Length(ft) 1 54.0 2 38.0 3 54.0 4 38.0 , Overhang(ft) 2.0 2.0 2.0 2.0 Eave Height: 10 ft Parapet Height: 0 ft Parapet Enclosure: Solid Roof Shape: Gabled Roof I Slope(:12) September 11, 2013 ASCE7-10 I I I I I I I I W1 A B I I I I 1 I I I W4 W1 W4 W3 W4 �WW2 WLS4 -- [1.4] Copyright © 2020 SDG, Inc. Page 2 of 19 Section - 1 Enclosure Classification: Enclosed Connected to: Main Section Connected to wall: W1 Position on W1: 35 ft Wall Length(ft) Overhang(ft)-------- 1 19.0 2.0 W1 :A B 2 14.0 2.0 3 19.0 0.0 -------- 4 14.0 2.0 W4 Eave Height: 10 ft Parapet Height: 0 ft Parapet Enclosure: Solid Roof Shape: Gabled Roof I Slope(:12) W1 W4 W3 September 11, 2013 ASCE7-10 B W4 W3 W2 WLS4 — [1.4] Copyright © 2020 SDG, Inc. Page 3 of 19 Section - 2 Enclosure Classification: Enclosed Connected to: Main Section Connected to wall: W3 Position on W3: 32 ft Wall I Length (ft) I Overhang (ft) 1 22.0 2.0 2 28.0 2.0 3 22.0 2.0 4 28.0 2.0 ' Eave Height: 10 ft Parapet Height: 0 ft Parapet Enclosure: Solid Roof Shape: Gabled Roof I Slope(:12) W1 IAM W4 N3 September 11, 2013 ASCE7-10 B- ---w1 W4 W3 W4 W3 W2 WLS4 — [1.4] Copyright© 2020 SDG, Inc. Page 4 of 19 ------------- A B W4 N3 September 11, 2013 ASCE7-10 B- ---w1 W4 W3 W4 W3 W2 WLS4 — [1.4] Copyright© 2020 SDG, Inc. Page 4 of 19 Section - 3 Enclosure Classification: Enclosed Connected to: Main Section Connected to wall: W3 Position on W3: s 18 ft Wall Length(ft) 1 14.0 2 14.0 3 14.0 4 14.0 Overhang(ft) 2.0 2.0 2.0 2.0 Eave Height: 18 ft Parapet Height: 0 ft Parapet Enclosure: Solid Roof Shape: Hipped Roof Slope(:12) A&B 4.0 C&D 4.0 W2 C W1 A B W3 D W4 Front September 11, 2013 ASCE?-10 WLS4 — [1.4] Copyright© 2020 SDG, Inc. Page 5 of 19 September 11, 2013 ASCE?-10 Composite Drawing D 14 ---------------- D WLS4 — [1.4] Copyright© 2020 SDG, Inc. Page 6 of 19 September 11, 2013 ASCE?-10 Components and Cladding Input Component Description Wall/Roof Surface Label Zone Span(ft) Width(ft) Area(sqft) a Wall 2 5 3.2 3.1 9.9 b Wall 2 5 3.2 3.1 9.9 c Wall 13 4 3.3 1.8 5.9 d Wall 13 4 3.3 1.8 5.9 e _ Wall 10 5 3.3 1.8 5.9 f Wall 10 5 3.3 1.8 5.9 g Wall 10 5 3.3 1.8 5.9 h Wall 12 5 4.2 3.1 13.0 i Wall 12 4 4.2 3.1 13.0 j Wall 12 4 6.2 3.2 19.8 k Wall 6 4 4.4 3.2 14.1 WLS4 - [1.4] Copyright© 2020 SDG, Inc. Page 7 of 19 September 11, 2013 ASCE7-10 Components and Cladding Output Component DescHpfionj Surface I Zone I z(ft) q(psf) JGCp I GCpi I ExtPres(psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) a 2 5 19.2 59.6 1.00 0.18 59.6 48.9 70.3 19.2 59.6 -1.40 -83.4 -94.2 -72.7 b 2 5 19.2 59.6 1.00 0.18 59.6 48.9 70.3 19.2 59.6 -1.40 -83.4 -94.2 -72.7 c 13 4 19.2 59.6 1.00 0.18 59.6 48.9 70.3 19.2 59.6 -1.10 -65.6 -76.3 -54.8 d 13 4 19.2 59.6 1.00 0.18 59.6 48.9 70.3 19.2 59.6 -1.10 -65.6 -76.3 -54.8 e 10 5 19.2 59.6 1.00 0.18 59.6 48.9 70.3 19.2 59.6 -1.40 -83.4 -94.2 -72.7 f 10 5 19.2 59.6 1.00 0.18 59.6 48.9 70.3 19.2 59.6 -1.40 -83.4 -94.2 -72.7 g 10 5 19.2 59.6 1.00 0.18 59.6 48.9 70.3 19.2 59.6 -1.40 -83.4 -94.2 -72.7 h 12 5 19.2 59.6 0.98 0.18 58.4 47.7 69.1 19.2 59.6 -1.36 -81.1 -91.8 -70.3 i 12 4 19.2 59.6 0.98 0.18 58.4 47.7 69.1 19.2 59.6 -1.08 -64.4 -75.1 -53.6 j 12 4 19.2 59.6 0.95 0.18 56.6 45.9 67.3 19.2 59.6 -1.05 -62.6 -73.3 -51.9 k 6 4 19.2 59.6 0.97 0.18 57.8 47.1 68.5 19.2 59.6 -1.07 -63.8 -74.5 -53.0 WLS4 - [1.4] Copyright © 2020 SDG, Inc. Page 8 of 19 September 11, 2013 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 1 # Surface z (ft) q (psf) G Cp I GCpi I Ext Pres (psf)l Net w/ +GCpi (psf)l Net w/ -GCpi (psf) 1 Side Wall 19.2 59.6 0.89 -0.70 0.18 -37.1 -47.9 -26.4 2 Windward Wall 10.0 56.6 0.80 40.3 29.6 51.0 Overhang Top 19.2 59.6 0.14 0 7.4 19.2 59.6 -0.36 -19.1 Overhang Bot 10.0 56.6 0.80 40.3 3 Side Wall 19.2 59.6 0.89 -0.70 0.18 -37.1 -47.9 -26.4 4 Windward Wall 10.0 56.6 0.89 0.80 0.18 40.3 29.6 51.0 Overhang Top 19.2 59.6 0.14 0 7.4 19.2 59.6 -0.36 -19.1 Overhang Bot 10.0 56.6 0.80 40.3 5 Side Wall 19.2 59.6 0.89 -0.70 0.18 -37.1 -47.9 -26.4 6 Side Wall 19.2 59.6 0.89 -0.70 0.18 -37.1 -47.9 -26.4 7 Leeward Wall 19.2 59.6 0.89 -0.40 0.18 -21.2 -31.9 -10.5 8 Side Wall 19.2 59.6 0.89 -0.70 0.18 -37.1 -47.9 -26.4 9 Side Wall 19.2 59.6 0.89 -0.70 0.18 -37.1 -47.9 -26.4 10 Leeward Wall 19.2 59.6 0.89 -0.40 0.18 -21.2 -31.9 -10.5 11 Side Wall 19.2 59.6 0.89 -0.70 0.18 -37.1 -47.9 -26.4 12 Leeward Wall 19.2 59.6 0.89 -0.40 0.18 -21.2 -31.9 -10.5 13 Side Wall 19.2 59.6 0.89 -0.70 0.18 -37.1 -47.9 -26.4 A Windward Roof 19.2 59.6 0.89 -0.06 0.18 -3.2 -13.9 7.5 19.2 59.6 -0.50 -26.5 -37.3 -15.8 WLS4 - [1.4] Copyright © 2020 SDG, Inc. Page 9 of 19 September 11, 2013 ASCE?-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 1 # Surface I z (ft) q (psf) G Cp I GCpi I Ext Pres (psf)l Net w/ +GCpi (psf)l Net w/ -GCpi (psf) B Leeward Roof 19.2 59.6 0.89 -0.57 0.18 -30.2 -41.0 -19.5 C Windward Roof 19.2 59.6 -0.18 -9.5 -20.3 1.2 19.2 59.6 -0.79 -41.9 -52.6 -31.2 D Leeward Roof 19.2 59.6 0.89 -0.60 0.18 -31.8 -42.6 -21.1 E Windward Roof 19.2 59.6 0.89 -0.10 0.18 -5.3 -16.0 5.4 19.2 59.6 -0.60 -31.8 -42.6 -21.1 F Leeward Roof 19.2 59.6 0.89 -0.58 0.18 -30.8 -41.5 -20.0 G Windward Roof 19.2 59.6 0.89 -0.18 0.18 -9.5 -20.3 1.2 19.2 59.6 -0.79 -41.9 -52.6 -31.2 H Leeward Roof 19.2 59.6 0.89 -0.60 0.18 -31.8 -42.6 -21.1 I&J Roof 0 to 9.6 * 59.6 0.89 -1.25 0.18 -66.3 -77.0 -55.6 9.6 to 14.0 * 59.6 -0.70 -37.1 -47.9 -26.4 0 to 14.0 * 59.6 -0.18 -9.5 -20.3 1.2 This is load case 1 in ASCE 7-05 Figure 27.4-8. See Figure 27.4-8 for other cases. * Distance from windward edge. WLS4 -- [1.4] Copyright O 2020 SDG, Inc. Page 10 of 19 September 11, 2013 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 2 # Surface z (ft) 12.3 q (psf) I G Cp I GCpi I Ext Pres (psf)j Net w/ +GCpi (psf)j Net w/ -GCpi (psf) 1 Leeward Wall 19.2 59.6 0.88 -0.50 0.18 -26.2 -37.0 -15.5 2 Side Wall 19.2 59.6 -0.70 -36.7 -47.4 -26.0 3 Windward Wall 11.2 39.8 12.3 Overhang Top 19.2 Overhang Bot 19.2 4 Side Wall 19.2 5 Windward Wall 11.2 39.8 12.3 -0.90 0 12.4 59.6 13.2 42.0 14.7 0.88 -0.70 0.18 14.8 56.6 15.0 39.8 16.3 Overhang Top 19.2 Overhang Bot 19.2 6 Windward Wall 11.2 -0.90 0 12.3 59.6 12.4 42.0 13.2 14.7 Overhang Top 19.2 Overhang Bot 19.2 7 Side Wall 19.2 8 Leeward Wall 19.2 9 Leeward Wall 19.2 56.6 0.88 0.80 0.18 39.8 56.6 0.80 39.8 59.6 -0.90 0 -47.2 59.6 0.80 42.0 59.6 0.88 -0.70 0.18 -36.7 56.6 0.88 0.80 0.18 39.8 56.6 0.80 39.8 56.6 0.80 39.8 56.6 0.80 39.8 56.6 0.80 39.8 56.6 0.80 39.8 56.6 0.80 39.8 57.6 0.80 40.6 59.6 -0.90 0 -47.2 59.6 0.80 42.0 56.6 0.88 0.80 0.18 39.8 56.6 0.80 39.8 56.6 0.80 39.8 56.6 0.80 39.8 56.6 0.80 39.8 59.6 -0.90 0 -47.2 59.6 0.80 42.0 59.6 0.88 -0.50 0.18 -26.2 59.6 0.88 -0.50 0.18 -26.2 29.1 29.1 -47.4 29.1 29.1 29.1 29.1 29.1 29.1 29.1 29.8 29.1 29.1 29.1 29.1 29.1 -47.4 -37.0 -37.0 50.6 50.6 -26.0 50.6 50.6 50.6 50.6 50.6 50.6 50.6 51.3 50.6 50.6 50.6 50.6 50.6 -26.0 -15.5 -15.5 WLS4 - [1.4] Copyright© 2020 SDG, Inc. Page 11 of 19 September 11, 2013 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method; Wind Direction 2 # Surface z (ft) q (psf) G Cp I GCpi I Ext Pres (psf) Net w/ +GCpi (psol Net w/ -GCpi (psf) 10 Side Wall 19.2 59.6 0.88 -0.70 0.18 -36.7 -47.4 -26.0 11 Leeward Wall 19.2 59.6 0.88 -0.50 0.18 -26.2 -37.0 -15.5 12 Side Wall 19.2 59.6 0.88 -0.70 0.18 -36.7 -47.4 -26.0 13 Leeward Wall 19.2 59.6 0.88 -0.50 0.18 -26.2 -37.0 -15.5 A&B Roof 0 to 9.6 * 59.6 0.88 -0.90 0.18 47.2 -57.9 -36.5 -30.7 9.6 to 19.2 * 59.6 -0.90 -47.2 -57.9 -36.5 19.2 to 38.3 * 59.6 -0.50 -26.2 -37.0 -15.5 38.3 to 54.0 * 59.6 -0.30 -15.7 -26.5 -5.0 0 to 54.0 * 59.6 -0.18 -9.4 -20.2 1.3 C&D Roof 0 to 9.6 * 59.6 0.88 -1.25 0.18 -65.6 -76.3 -54.8 9.6 to 19.0 * 59.6 -0.70 -36.7 47.4 -26.0 0 to 19.0 * 59.6 -0.18 -9.4 -20.2 1.3 E&F Roof 0 to 9.6 * 59.6 0.88 -1.09 0.18 -57.2 -67.9 -46.4 9.6 to 19.2 * 59.6 -0.75- -39.3 -50.1 -28.6 19.2 to 22.0 * 59.6 -0.65 -34.1 -44.8 -23.4 0 to 22.0 * 59.6 -0.18 -9.4 -20.2 1.3 G&H Roof 0 to 9.6 * 59.6 0.88 -1.25 0.18 -65.6 -76.3 -54.8 9.6 to 14.0 * 59.6 -0.70 -36.7 -47.4 -26.0 0 to 14.0 * 59.6 -0.18 -9.4 -20.2 1.3 1 Windward Roof 19.2 59.6 0.88 -0.18 0.18 -9.4 -20.2 1.3 19.2 59.6 -0.79 -41.4 -52.2 -30.7 J Leeward Roof 19.2 59.6 0.88 -0.60 0.18 -31.5 -42.2 -20.7 This is load case 1 in ASCE 7-05 Figure 27.4-8. See Figure 27.4-8 for other cases. WLS4 - [1.4] Copyright© 2020 SDG, Inc. Page 12 of 19 September 11, 2013 ASCE?-10 MWFRS Net Pressures This; data was calculated using the building of all heights method. Wind Direction 2 # ISurface I z (ft) I q (psf) I G jCp GCpi Ext Pres (psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) * Distance from windward edge. WLS4 — [1.4] Copyright © 2020 SDG, Inc. Page 13 of 19 September 11, 2013 ASCE?-10 MWFRS Net Pressures This data was calculated using the building Sof all heights method. Wind Direction 3 # Surface z (ft) I q (psf) J G I Cp I GCpi I Ext Pres (psf)l Net w/ +GCpi (psf)l Net w/ -GCpi (psf) 1 Side Wall 19.2 59.6 0.89 -0.70 0.18 -37.1 -47.9 -26.4 2 Leeward Wall 19.2 59.6 -0.40 -21.2 -31.9 -10.5 3 Side Wall 19.2 59.6 0.89 -0.70 0.18 -37.1 -47.9 -26.4 4 Leeward Wall 19.2 59.6 0.89 -0.40 0.18 -21.2 -31.9 -10.5 5 Side Wall 19.2 59.6 0.89 -0.70 0.18 -37.1 -47.9 -26.4 6 Side Wall 19.2 59.6 0.89 -0.70 0.18 -37.1 -47.9 -26.4 7 Windward Wall 10.0 56.6 0.89 0.80 0.18 40.3 29.6 51.0 Overhang Top 19.2 59.6 0.14 0 7.4 19.2 59.6 -0.36 -19.1 Overhang Bot 10.0 56.6 0.80 40.3 8 Side Wall 19.2 59.6 0.89 -0.70 0.18 -37.1 -47.9 -26.4 9 Side Wall 19.2 59.6 0.89 -0.70 0.18 -37.1 -47.9 -26.4 10 Windward Wall 11.2 56.6 0.89 0.80 0.18 40.3 29.6 51.0 12.3 56.6 0.80 40.3 29.6 51.0 12.4 56.6 0.80 40.3 29.6 51.0 13.2 56.6 0.80 40.3 29.6 51.0 14.7 56.6 0.80 40.3 29.6 51.0 14.8 56.6 0.80 40.3 29.6 51.0 15.0 56.6 0.80 40.3 29.6 51.0 16.3 57.6 0.80 41.0 30.3 51.7 18.0 58.8 0.80 41.9 31.1 52.6 Overhang Top 19.2 59.6 0.14 0 7.4 19.2 59.6 -0.36 -19.1 Overhang Bot 18.0 58.8 0.80 41.9 11 Side Wall 19.2 59.6 0.89 -0.70 0.18 -37.1 -47.9 -26.4 WLS4 - [1.4] Copyright© 2020 SDG, Inc. Page 14 of 19 September 11, 2013 ASCE?-10 MWFRS Net Pressures This data was calculated using the building of all heights method. z Wind Direction 3 # Surface I z (ft) q (psf) I G Cp I GCpi I Ext Pres (psf)l Net w/ +GCpi (psf) Net w/ -GCpi (psf) -0.36 -19.1 Overhang Bot 10.0 56.6 0.80 12 Windward Wall 10.0 56.6 0.89 0.80 0.18 40.3 29.6 51.0 -26.4 -19.5 7.5 -15.8 -21.1 1.2 -31.2 -20.0 5.4 -21.1 -21.1 1.2 -31.2 -55.6 -26.4 1.2 WLS4 - [1.4] Copyright © 2020 SDG, Inc. Page 15 of 19 Overhang Top 19.2 59.6 _ 0.14 0 7.4 19.2 59.6 -0.36 -19.1 Overhang Bot 10.0 56.6 0.80 40.3 13 Side Wall 19.2 59.6 0.89 -0.70 0.18 -37.1 -47.9 A Leeward Roof 19.2 59.6 0.89 -0.57 0.18 -30.2 -41.0 B Windward Roof 19.2 59.6 0.89 -0.06 0.18 -3.2 -13.9 19.2 59.6 -0.50 -26.5 -37.3 C Leeward Roof 19.2 59.6 0.89 -0.60 0.18 -31.8 -42.6 D Windward Roof 19.2 59.6 0.89 -0.18 0.18 -9.5 -20.3 19.2 59.6 -0.79 -41.9 -52.6 E Leeward Roof 19.2 59.6 0.89 -0.58 0.18 -30.8 -41.5 F Windward Roof 19.2 59.6 0.89 -0.10 0.18 -5.3 -16.0 19.2 59.6 -0.60 -31.8 -42.6 G Leeward Roof 19.2 59.6 0.89 -0.60 0.18 -31.8 -42.6 H Windward Roof 19.2 59.6 0.89 -0.18 0.18 -9.5 -20.3 19.2 59.6 -0.79 -41.9 -52.6 I&J Roof 0 to 9.6 * 59.6 0.89 -1.25 0.18 -66.3 -77.0 9.6 to 14.0 * 59.6 -0.70 -37.1 -47.9 0 to 14.0 * 59.6 -0.18 -9.5 -20.3 This is load case 1 in ASCE 7-05 Figure 27.4-8. See Figure 27.4-8 for other cases. * Distance from windward edge. -26.4 -19.5 7.5 -15.8 -21.1 1.2 -31.2 -20.0 5.4 -21.1 -21.1 1.2 -31.2 -55.6 -26.4 1.2 WLS4 - [1.4] Copyright © 2020 SDG, Inc. Page 15 of 19 September 11, 2013 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 4 # I Surface I z (ft) q (psf) IG I Cp I GCpi I Ext Pres (psf)l Net w/ +GCpi (psf)Net w/ -GCpi (psf) 1 Windward Wall 11.2 56.6 0.88 0.80 0.18 39.8 29.1 50.6 12.3 56.6 0.80 39.8 29.1 50.6 Overhang Top 19.2 59.6 -0.90 0 -47.2 Overhang Bot 19.2 59.6 0.80 42.0 2 Side Wall 19.2 59.6 0.88 -0.70 0.18 -36.7 -47.4 -26.0 3 Leeward Wall 19.2 59.6 0.88 -0.50 0.18 -26.2 -37.0 -15.5 4 Side Wall 19.2 59.6 0.88 -0.70 0.18 -36.7 -47.4 -26.0 5 Leeward Wall 19.2 59.6 0.88 -0.50 0.18 -26.2 -37.0 -15.5 6 Leeward Wall 19.2 59.6 0.88 -0.50 0.18 -26.2 -37.0 -15.5 7 Side Wall 19.2 59.6 0.88 -0.70 0.18 -36.7 -47.4 -26.0 8 Windward Wall 11.2 56.6 0.88 0.80 0.18 39.8 29.1 50.6 12.3 56.6 0.80 39.8 29.1 50.6 12.4 56.6 0.80 39.8 29.1 50.6 13.2 56.6 0.80 39.8 29.1 50.6 14.7 56.6 0.80 39.8 29.1 50.6 Overhang Top 19.2 59.6 -0.90.0 -47.2 Overhang Bot 19.2 59.6 0.80 42.0 9 Windward Wall 11.2 56.6 0.88 0.80 0.18 39.8 29.1 50.6 12.3 56.6 0.80 39.8 29.1 50.6 12.4 56.6 0.80 39.8 29.1 50.6 13.2 56.6 0.80 39.8 29.1 50.6 14.7 56.6 0.80 39.8 29.1 50.6 Overhang Top 19.2 59.6 -0.90 0 -47.2 Overhang Bot 19.2 59.6 0.80 42.0 10 Side Wall 19.2 59.6 0.88 -0.70 0.18 -36.7 -47.4 -26.0 WLS4 - [1.4] Copyright © 2020 SDG, Inc. Page 16 of 19 September 11, 2013 ASCE?-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 4 # Surface z (ft) q (psf) I G jCp GCpi Ext Pres (psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) 11 Windward Wall 11.2 56.6 0.88 0.80 0.18 39.8 29.1 50.6 12.3 56.6 0.80 39.8 29.1 50.6 12.4 56.6 0.80 39.8 29.1 50.6 13.2 56.6 0.80 39.8 29.1 50.6 14.7 56.6 0.80 39.8 29.1 50.6 14.8 56.6 0.80 39.8 29.1 50.6 15.0 56.6 0.80 39.8 29.1 50.6 Overhang Top 16.3 57.6 0.80 40.6 29.8 51.3 Overhang Bot 19.2 59.6 0.80 42.0 31.2 52.7 A&B Roof 20.3 60.3 0.80 42.5 31.7 53.2 Overhang Top 19.2 59.6 0.06 0 3.1 -57.9 -36.5 19.2 59.6 -0.42: -22.0 -37.0 -15.5 Overhang Bot 18.0 58.8 0.80 41.4 -26.5 -5.0 112 Side Wall 19.2 59.6 0.88 -0.70 0.18 -36.7 -47.4 -26.0 13 Windward Wall 11.2 56.6 0.88 0.80 0.18 39.8 29.1 50.6 12.3 56.6 0.80 39.8 29.1 50.6 12.4 56.6 0.80 39.8 29.1 50.6 13.2 56.6 0.80 39.8 29.1 50.6 14.7 56.6 0.80 39.8 29.1 50.6 14.8 56.6 0.80 39.8 29.1 50.6 15.0 56.6 0.80 39.8 29.1 50.6: 16.3 57.6 0.80 40.6 29.8 51.3 Overhang Top 19.2 59.6 -0.90 0 -47.2 Overhang Bot 19.2 59.6 0.80 42.0 A&B Roof 0 to 9.6 * 59.6 0.88 -0.90 0.18 -47.2 -57.9 -36.5 9.6 to 19.2 * 59.6 -0.90 -47.2 -57.9 -36.5 19.2 to 38.3 * 59.6 -0.50 -26.2 -37.0 -15.5 38.3 to 54.0 * 59.6 -0.30 -15.7 -26.5 -5.0 0 to 54.0 * 59.6 -0.18 -9.4 -20.2 1.3 C&D Roof 0 to 9.6 * 59.6 0.88 -1.25 0.18 -65.6 -76.3 -54.8 9.6 to 19.0 * 59.6 -0.70 -36.7 -47.4 -26.0: WLS4 - [1.4] Copyright© 2020 SDG, Inc.Page 17 of 19 September 11, 2013 ASCE?-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 4 # I Surface z (ft) q (psf) G Cp I GCpi I Ext Pres (psf)j Net w/ +GCpi (psf)j Net w/ -GCpi (psf) C&D Roof 0 to 19.0 * 59.6 0.88 -0.18 0.18 -9.4 -20.2 1.3 E&F 0 to 9.6 * 59.6 -1.09 -57.2 -67.9 -46.4 9.6 to 19.2 * 59.6 -0.75 -39.3 -50.1 -28.6 19.2 to 22.0 * 59.6 -0.65 -34.1 -44.8 -23.4 0 to 22.0 * 59.6 -0.18 -9.4 -20.2 1.3 G Leeward Roof 19.2 59.6 0.88 -0.60 0.18 -31.5 -42.2 -20.7 H Windward Roof 19.2 59.6 0.88 -0.18 0.18 -9.4 -20.2 1.3 19.2 59.6 -0.79 -41.4 -52.2 -30.7 I&J Roof 0 to 9.6 * 59.6 0.88 -1.25 0.18 -65.6 -76.3 -54.8 9.6 to 14.0 * 59.6 -0.70 -36.7 -47.4 -26.0 0 to 14.0 * 59.6 -0.18 -9.4 -20.2 1.3 This is load case 1 in ASCE 7-05 Figure 27.4-8. See Figure 27.4-8 for other cases. * Distance from windward edge. WLS4 - [1.4] Copyright © 2020 SDG, Inc. Page 18 of 19 MI. �� MIAMIDADE COUNTY PRODUCT CONTRO16 SECTION DEPARTMENT OF PERMITTING, EAVMONMENT, .AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PBRA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (790 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www-w1#m1dede aov/e a1 Lawson Industries, Inc. 8501 NW 90 Strom Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rales and regulations governing the use of construction materials. ne.documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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 marmer, the manufacturer will incur the expense of such tasting and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the I3igh Velocity H=cane Zone. DESCRIPTION: Series "HS -8700 (Flange Framer Aluminum Horizontal Sliding Window - L.M.% APPROVAL DOCUMENT: Drawing No. L8700-4 01, titled "H"700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09 with revision A dated 01/25112, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile impact Resistant LABELING: Each out shall bear a permanent label with the manufaccturces name or logo, city, state, model/senes, 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. FaiWm to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 11-0705.10 and consists of this page 1 and evidence pages E-1 and B-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, PX- NOA No. 12-0127.08 Expiration Date: April 11,, 2417 Approval Date: March 29, 2412 Page 1 Lawson Industrie& Inc. NOTICE OF ACCEPTANCE: EVIDENCE S- BIVIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09 with revision A dated 01125/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. H. TESTS - 1. Test reports on: l) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per. FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4,1/2,1/4 and 1/3,1/3,1/3) configuration, prepared by Hurricane Engineering e& Testing, Inc., Test Reports No.'s: HM -10-3047, HETI-10-30148, HETI-10-30493, HETI-10-3049L HETI 10- 3050, HETI-10-3051, HETI-10-3052B, HETI-10-3053, HETI-10-30561 BETI-10- 3057, HETI-10-31309 HETI-10 31319 HETI-10-3223, HETI-10-3224, BET-10- 3225, ET 10=3225, HETI-10-3226 and HETI-10-3251, dated 11109/10, 03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P.E. and Rafael E. Droz-Seda, P.E. (Submitted under previous NOA No., 11-0705.10) 2. Test reports on: 1) Air h filtration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Prewure Loaditng per FBC, TAS 203--94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08--2033, HETI-08-2034, HETI - 08 - 20359 HETI -- 08 - 2036, HETI - 08 - 20379 HETI - 08 - 20389 HETI-08 2116A and HETI-08-21168, dated 02/28/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09-0706.05) Mame - er Product Controt L• r NOA No. 12-0 .08 . Expiration Date: April 11, 2017 Approval Date: March 29, 2012 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SU MjLffED B. TESTS (COMItMD) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202--94 2) Uniform Static Air Pressure Test, Loading: per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-309`1, FTI. -3098 and FTL-3364, dated 12/06/01,12/11/01 arid. 01/28/002, all signed and sealed by Luis Antonio Figueredo, P. E. (Subadfled under.tiTrOA No. 02-02.05) C. CALCULATIONS: L Anchor verification calculations and- structural analysis, complying with FBC-201 0V prepared by manufacturer, dated 05/28/09, revised on 07/10 and updated on 01/25/ 12, signed and sealed by Thomas J. Sotos, P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.01 issued to E.I. DuPont DeNemours & Co., Ine. for their "DuPont Butacite@ PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05105111, expiring on 05/21116. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. Statwment letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 11-0705.10, issued to Lawson Industries, Inc. for their Series "HS -8700 Flange" Aluminum Horizontal Sliding Window - L.M.I., approved on 09/08/11 and expiring on 04/11/12. Mauue Perez; - Z, Product Control Exain NOA No. 12-01 .08 Expirafion Date: April 11, 2017 Approeii Date: Marey 29, 2012 E-2 Me NOT& Dx I. ,XO 1j REFER TO SHM 8 OF 10 FOR RISTALI.ATION ANCHOR DETAIS AND NOTES. S3 FOR VFHi'CAL CROSS-SECTION DETAILS 'A. Al. B, & M, REFER TO BMW03 9 FOR HORIZONTAL CROSS-SECTION DETAILS 'C, D. & jr REM TO SHEET 04 4) REFER TO SHEET 0 OF 10 FOR LIMON LOAD CHARTS AND NOTES. G@ E���\' D • \�' Q � B B1 NOT& Dx I. ,XO 1j REFER TO SHM 8 OF 10 FOR RISTALI.ATION ANCHOR DETAIS AND NOTES. S3 FOR VFHi'CAL CROSS-SECTION DETAILS 'A. Al. B, & M, REFER TO BMW03 9 FOR HORIZONTAL CROSS-SECTION DETAILS 'C, D. & jr REM TO SHEET 04 4) REFER TO SHEET 0 OF 10 FOR LIMON LOAD CHARTS AND NOTES. G@ Q XOXI-Equal Lite (l/3-1/3-1/31 NOTE& 1) REFER TO SHEET' E OF 10 FOR IMAUATION ANCHOR DETAILS AND NOTES, S) FOR VORTICAL CROS11-SECTION DETAILS "A. Al. IL & Bl' REFER TO SIM p3 0 FOR HORIZONTAL CROW -SECTION DETAILS b. &•B° REFER T'0 SHEET 08 4) REFER TO SHEET D OF 10 FOR DESIGN LOAD CHARTS AND NOTES, 00 General Notes: O 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE.2010 FLORIDA BUILDINO CODS INCLUDING HIGH] Q � YELOCITY HURRICANE ZONE (11VHZ) AND ASTM 1300-02. THIS PRODUCT IS 'IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) EB 13T I I RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS Q XOXI-Equal Lite (l/3-1/3-1/31 NOTE& 1) REFER TO SHEET' E OF 10 FOR IMAUATION ANCHOR DETAILS AND NOTES, S) FOR VORTICAL CROS11-SECTION DETAILS "A. Al. IL & Bl' REFER TO SIM p3 0 FOR HORIZONTAL CROW -SECTION DETAILS b. &•B° REFER T'0 SHEET 08 4) REFER TO SHEET D OF 10 FOR DESIGN LOAD CHARTS AND NOTES, 00 General Notes: O 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE.2010 FLORIDA BUILDINO CODS INCLUDING HIGH] Q � YELOCITY HURRICANE ZONE (11VHZ) AND ASTM 1300-02. THIS PRODUCT IS 'IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING I I RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. $ 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TWT UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THEM MAIWUM SPACINGS ON CENTER BTHESE W 4.) ANCHOR CONDITIONS NOOTDDENCRISHEETB DRAWING'S ARE TO BE ENGINEERED ON A BITS SPSCDTC BASIS, UNDER SEPARATE APPROVAL AND TO BS REVIEWED BY BUILDINO OFFICIAL, B.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LIMINATED CLASS TYPES TABULATED HEREIN (SEE SHEET'e A 7. or 0 AND FOR; USE WITH DOUBLE GLAZE p� v LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (BEE SHSSTa y8, 9 or 8). 8.) WINDOWS WITH GLASS TYPE A. C. OR O• INSTALLED ABOVE SOFT, IN THE HVHL THE 1.0. EXTERIOR LITS SHALL BE TEMPERED, CG 9.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR 04M TYPES. z e 9.) SEE SHEET 0 FOR DESIGN PRESSURES ON XO or OX" WINDOWS. C� o d 10.) SEE SHEET 7 FOR DIMON PRESSURES ON EQUAL -LITE "XOX" WINDOWS. LITE `%OX' WINDOWS. o 0 11.) SEE SHE8 FOR DESIGN PRESSURES ON UN -EQUAL ET w 12.)' FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. DC 0 13.) EXT. &INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE (a p AN 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED D ANCHORED B SO co (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SSE SHEET E3, 4 & 8 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2009 PRO CHAPTER • 1f1 24 SECTION 15.) APPROVAL APPLIES TO SINGLE UNITS 09 SIDE BY SIDS MULLED UNITS. IS.) SES SHEET 0 8 FOR MULLION/METAL ATTACHMENT DETAILS. NOTES & OPTIONS. ~ PRODUCT RBVISm roan ATfu�gorR60w[+luJlds 17.) MULMNO HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI -RADE COUNTY APPROVED �u�vkf Bi LN NO'T&91 L REFER TO SHEET 0 OF 10 FRB INSTALLATION ANCHOR DETAILS AND NOT- DvO4Bsg� DEft 7 8 FOR VERTICAL tDi08B-BPCTION DEYA149 A At.6` B. & B!' REFER TO SHEET to 3 FOR HORIZONTAL CROW-BECTfON DETA143 11. & REFER 7R SHEET 05 B MIAMI-DADSAPPRDVMD ARE P ABLE BUT FROCOUNTY THE LOWEDOWS R DESISING GN THE WINDOWS OR MOULLION APPROVAL WU APAPTim I SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOW g ENTIRE MULLED SYSTEM. APPROVED EL YATIONS gN 10.) ALL METAL/STERL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED 09 PLATED AND SHALL MEET SECTION 2003.8.4 OF THE SS10 I+ omOA SM. CODE, 8 �I • � I I B SO • ,• XOX - Un-EQUal. IIt2 (,1/4-1/_2--1_/41 PRODUCT RBVISm roan ATfu�gorR60w[+luJlds �u�vkf Bi LN NO'T&91 L REFER TO SHEET 0 OF 10 FRB INSTALLATION ANCHOR DETAILS AND NOT- DvO4Bsg� DEft 7 8 FOR VERTICAL tDi08B-BPCTION DEYA149 A At.6` B. & B!' REFER TO SHEET to 3 FOR HORIZONTAL CROW-BECTfON DETA143 11. & REFER 7R SHEET 05 B ',''• ••~•••� 4 REFER TO SHEET 9 OF 10 FOR DESIGN. WAD CHARTS AND NOTES. I SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED EL YATIONS �I TEST U141T SIZE: III" X 03" INSTALLATION PARTNERS (A) 10 AT FRAME HEAD (B)(14 AT AT RSA. ICAT FRAME MRAME gij IF DP ABOVE Tat (C) B4 AT EA BIRAMEE JAMB ABOVE 7a0J • SHE GENERAL NOTE j3 & Q4. Fr t TEST UNIT SIZE: 111` X 03" Rtsl'Atd4710N FAtiEENP.RS tll ((a 10 AT PRAMS BEAD (14 AT Fl1AMB 11RA11 U� DP ADOVE 70-0) (B) 10 AT EA. FRAME Bill (14 AT FRAME SOL IF OF ABOVE 70-0) (C) 8 AT EA. FRAME 400 *SEE OSNERAL NOTE 03 & y4. MINT !IAL V 7 AL. EQUAL LITE LS •A1 Ai B. S M' AT SHEET 13 AILS C, 6. L E• AT SHEC7 dS OVERALL FRAME WIDTH 4• (0 AT FRAME HEAD IF OP ABOVE 70A (s) H AT EJIL FRAME LOLL (S AT FRAME BILE IP OF ABOVE 70.0) (C) S AT EA. FRAME JAMB I m OENSRAL BOTS #0 & $4., r 74. OVER J L FRAME VIOTH 731 DttER DR FRAME "I TH MPS 5- L �l X h &� OIL C r �Itd• @fi. E // anal 1/4• ac. U • aC 1.7 1/t• ilf :a gnaw v p s OIL V. 24 3 E 1 m 5 � p o tl� B 81 as aaa:A "• >� 4=II112NDTEA. 1 1 1 J. 1 1 11 pp�gg �p�, 1 1, ��q} p1� ppb & SAN& ANCHOR SPACI-0 AT HCAO & SILL APPLE 6 NiSILICOS6 A RSE AV�0.ABLE B. TVH A mn o r AH m+nDrmL. �. O1i i J HU 'xox" wu QZ- - UN—EeUAL L� L BEC VERTICAL CHE796.ffCTKW DETAILS •A H & Bl• AT PUT 03 & SEE HORRONIAL CRDSS-SECTION pETfNIS SC• D, C• AT SHCET 15 ANcfmR L SANE AM= SPApCING AT READ [&& W. r INT �' o & AT Dp��RA�11.5 CDR �S 17O F ]PV SP 4/- 70PSF t4 TO A- ^'A {!� RpIEdty�/��pp OX RppEppVB Sp J1 ssT�. 8L. S=T.E IIORR@NTAL CAOSECCTIDN BCTMLS •C.A D,A E• ATASH£ET 04 SERIES -8700 HORIZONTAL SLIDING MND0�9 FLANGE FRAME ELEVATIONS — L.M.I.gs ads) FauuucellBvlac� Owldtag� BtoFlaTtdA Aa 7 4L^v 1/4' TAPCIIN W/ 1 1/4'---, MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET 92 FOR MAX. FASTENER SPACING) —1. ALL WOOD BUCKS ENGINEERED SEPARATELY 6 TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2 WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM mill +fEN�• •aa 4, •, T vv •L�e {'• V4• MAY. SHIM SPACE tTYP.) CLEAR SILICONE ADHESIVE BEDDING COMPOUND 34 INTERIOR 4A7ED GLASS STUCCO OVER METAL LATH NAILED TO 614 SJU. W/ 1 1/4• EXTERIOR GRADE PLYWOOD SHEATHING MIN, EMBEDMENT INTO WOOD TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET 9R (EXTERIOR FINISH BY OTHERS) FOR MAX, FASTENER SPACING) NOT BY LAWSON INDUSTRIES. INC. [R� EXT. GRADE PERIMETER—� CAUKING SON ryM� Y BY g TO BE APPLIED BY DYHERS (TYP.) /4' MAX. DM SPACE (TYPa EXTERIOR LAI @INTERIOR ALTERNATE DETAIL A] f WOU.p�'RA� IN9TAL► AT;(QN DI`TAIL• Tilx!)OTiI tx�r�bi,ATtox xoTms: 20 L THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W AN EXT. GRADE CAULK TAT THE ENTIRE PERIMETER OF FLANGE SILL RISER - OPTIONAL BY WDWOW INSTALLER (TYP.) APPLIED WITH SILICONE B. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO SEE DP CHARTS GN 6E SEALED W/ AN APPROVED EXTERIOR ORADC CAULK SHEETS 94, HIS, L 64BY OTHERS tTYP.) • WM THD OAP BSTWESN THE MNWW PAM AND THE DUCK.DR NAi,ONRY ID LSA THAN Ile. ARE NOT REQUIHRD. ANCHORS NOTE: G v ANCHORS TO BE 912 SMS OR WD, SCREWS INTO WOOD, OR mA�vaxriy {; y •;•; yti+�.a 1/41 TAPCONS or APPROVED CCNC. FASTENERS INTO CONC., WITH A MINIMUM OF 1.)/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) V4' HAx SHIN SP ctYP.) PRODUCTRMVISW } ;';• •a' maanplytasaltbDtortwwD :NT addw a. Ac�PwNo "i BxpUMl4n Dalo e yy NRew AT ")C or OX" 2X WOOD BUCKS— BY OTHERS (TYP.) 1. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWS(IN INDUSTRIES) THE GLAMUSTING YSTEM LOADS IMPOSED :D GLASS Y ' i t/4• MAX. SILICONE ADHESIVE 104 w N14 SMS. W/ 1 1/4' SHIM SPACE BEDDING COMPOUND swim M(N. EMBEDMENT INTO WOOD. ...•„ IId'iER10R (SEE ELEVATION AT SHEET N2 r CTYP1 FOR MAX. FASTEI R SPACING) PY Y� G, 17 EXTERIOR WALL FINISH BY OTHERS (TYP,) STUCCO OVER METAL LATH NAILED TO - EKTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHMT OR G.C. CCATERI R FINSH BY OTHERS) NOT BY LAW= INDUSTRIES, INC. v ,4 O 4 EXTERIOR 16 99 t t o � EXT. GRADE PERIMETER CAUL *LAWSCAULKING NOT BY C ON Y APPLIEDTBBYY fKRS 73' MAX. 1. BOTH HXTRUDBD ALUKINUM AND PLASTIC LIFT HANDLE LACKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 8. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS, 0. TWO (8) LOCKS ARE REQUIRED PER EACH VENT. WINDOW FRAME BUCK WIDTH 74' MAX. WINDOW FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE ( "OX" RROVERSED ) WINDOW INIwa"MON NOTL3: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED V/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY VINDOV INSTALLER CTYA) 2. THE COMB EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WM THE OAP BETWEEN THE MDOW FRAME AND THE DUCK OR MASCNRY IS LESS THAN 1/8, SHIMS ARL NOT REQUIRED. ANCHORS NOTE; ANCHORS TO BE Nle SMS OR W11 SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC, FASTENERS INTO CONC.. WITH A MINIMUM OF 1 1/41 PENETRATION INTO WOOD OR C13M. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) . WOOD BUCKS o. 1/41 TAPCON W/ 1 1/4• MIN. EMBEDMENT INTO CONC, (SEE ELEVATION AT SHEET 08 FOR MAX. FASTENER SPACING) a "e , , 21. 7 PROPUOTRDV188D 1� (keFlet� Awtp km� • f7 012 X 1 3/4• S.M.S. 1 I/4' MIN• WOOD ENDED (SEE ELEVATMN AT SHEET 82 r FOR MAX. FASTENER SPACING) CLEAR SILICONE ADHESIVE Mdhtl•SPA> 29 22 23 A I fTYPd �® BEDDING COMPOUND lNATED GLASS Z EXTI^dIIO$ wWWW MWAUAWN NOWS: L THE WINDOW FRAME FLANGE TO DE BACK -BEDDED W/ AN EXT. GRADE CAULK TNRUUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER CMJ 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED V/ AM APPROVED EXTERIOR GRADE CAULK BY OTHERS (TV?.) • 87m TNS OAP T1B9'WA'899 7N6 WINDOW FRAn AHD 7HE am OR VAMIRY 13 UM THAN 1/B', SIGNS ARE NOT RIXUI t1D). AMORS, NOTLt- ANCHORS TO BE 812 SMS OR WD. SCIEVS INTO WOOD, OR 1/4' TAPCONS ar APPROVED CONC. FASTENERS INTO CONC.. WITH A MINIM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) 1 WINDDV FRAME DUCK WIDTH WINDOW FRAME FLANGE WIDTH 7XOX° WINDOW EQUAL AND UN -EQUAL LITE N PRODUCE RGVIBBD aecomptc DaFJtvIBa e U. 0 r A •v«'iaF7' .PT. WOOD BUCKS a. � V4• RAN. SHIM SP �'+ • yam♦ 40- • • �y d 14 1/4' TAPCON W/ 1 1/4• MIN. EMBEDMENT INTO CONC• .ISEE ELEVATION AT SHEET BB AFOR if • dj 71 !� MAX. 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SES SHRET 0 FOR OLAZINO TYPES. DETAIS & BI.ICONB OPTIONS. eecmdpl�WhbtAe Z.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND REMILL RISER - Q. (WINDOWS WITH GLASS TYPES °A. B. C. & D) ` l�plrat Dnmmn ` 1 APPLIED WITH SILICONE b� 0.) 814E WITH RISER ADAPTER ARE. FOR WINDOWS ABOVE +70.0 DP �! \ I FOR OP ABOVE +70.0 PSF (WINDOWS WITH OLAP TYPES -E. & F') AND +80.0 DP MAX P , F ��� DP MAX.)•, . .•' ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & 814E ON WINDOWS WITH DP ABOVE 70.0. (SBE ELEVATION AT SHEET 8 OF 10) r�� rrerrr PNN���� 4.) WINDOWS WITH OLABS TYPES A. C, OR 0° INSTALLED ABOVE SOFT, IN THE HimTHE I.O. 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SEE SHEET B FOR C;W=o TYPES, DETAILS & SILICONE OPTIONS. 0:) STANDARD SILL USED ON WMOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES A, D. C, & D) 0.) SIL. WITH MSER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH 0140 TYPES "E, & F") AND +OMA DP MAX ADDITIONAL ANCHORS BEQUDiED AT FR40 HEAD & SILL ON WINDOWS WITH OP ABOVE M. (SEE ELEVATION AT BH90T 8 OF 10) 4.) WINDOWS WITH CLASS TYPES "A. C, OR 0" INSTALLED ABOVE SOFT. 1N THE NYHB. THE L0. EXTERIOR LITE SHALL BE TWERED. 2,0 62.0 2.0 b.0 7 .0 .0 5.0 52.0 5 .Q 65.p 7 .0 65 0 75. S. 7 .fl 82.0 62.0 86.Q 75 fl 66.0 7b.p 86.0 75.0 62,0 2.0 68.0 76.0 RMnvcrnsvRigD asel�tuA " � SILL RISER - DPTI@lAt APPLIED WITH SILICONE // /% /% 1 1 FOR IP ABOVE 47U PSF \ 2 i 088 DP MAX.) ��_ ��� X4X _ up-e�..at tars 8 ♦ r `�p�.•••"•'k)�'�,yl��,s � d'e ' •.• "4 '••. ••• F Itl♦♦ I OY .VlA 5 Y 8 � :.i V E WS8 52 0 84 83 1 6 1 8 - I - I 520 QLes 1.) BSB mmsT 9 FOR OLA=o TYPES, DETAILS & SIUCONB ommN9. S.) STANDARD BILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES -A. S. C. & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ASOVR +70.0 DP (WINDOWS WITH CLUB TYPES "E, & F") AND +60.0 DP MAX. ADDITIONAL ANCHOR REQUIRED AT FRANK HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE NATION AT SHEET E OF [0) 4.) WINDOWS WITH oL%w TYPES "A. C. 02 0" INSTALLED ABOVE SOFT. IN THE HVHZ. THE I.Q. EXTERIOR LITS MALL BE TEMPERED. I 0ou" Aaee:u�mNo y D p SILL RISER - DPTIOMAL APPLIED WITH 3ILIC@1E �I FOR DP ABOVE ►70.0 PSF 4+90.0 DP MAX.) oli t M fn �M 10 qp .ppp�� d ZOi g' N • O x t G711 TOM! IMMICRU-TION 01ORBL IANlNAYB 1 1/8- ANRFiLEII 4LASC 1 AIB' AEAT-STRTNDNIEHCD MAW SAFLE2/R6CP'SAF'6 8 0690` PLASTIC DITCRIATER D AIG' ANNEALED GLASS 01' ay. 'SOLUTIA' e V8' APLASTIC OLAYB ai.v 6=-16 ALUMINUM 3 L-7701 1 FRAME FXL JAMB 6063-16 ALUMINUM 4 L-7704 I FRAME FIxED MEETING RAIL 6063-16 ALUMINUM mm I sun GE80mmo OCTAD. L18NAu DEIORIPflON I IIS' i$AT-BTiMCNSB m.A98 1 VENT TOPo BOTTOM RAIL MMACITE PVR S RD9O' PLASTIC MT[I&ATdI I FRAM VENT JAMS or -mom. a / RL T o 6063-T6 ALUMINUM 9 L-0709 1 FRAM SILL TRACK 6063-79 ALUM" 10 L-0708 1 FRAME BILL RETAINING CLIP 6063-T3 ALUMINUM It M'SR Bunks mm OCTAL IMOHA?! DCBOWPMO I IIS-IUAT-STRCNWItCNLO (L smBAFLEAIAEEPBAFE 13 t luw PLASTIC U116RU1Ta 014 SMS FAL/PHIL CI° •SBLUfIM 2 IlAr MCAT-STRI)S TENEO DI.A59 Bi14' 1G PWS -003 IA - 16 li✓BI OLAP R1iRONPUON DS'MLri DWl9tWYlON 1 1/' ARNEIT.ER OLATS 197' x x .310' h tt7H0090'PLSTICg L-7711 DFTERIA 19 S AS REG'D, PILE B GLAZING READ IIS• ANNEALED VASS 09M L-8706 Dim B SAM" WB or .3"Ir 00 WUWA VITH MASS TWO 'A, C. ICI W PS4ALIX9 A .'en' -- IN THE HVH2; THE Le EXTERXIR WTC SHALL K TEMPERED. R le x 3/4' S.D.S. ALUMNUB MA.LION FLAT HCAD, PHILLIPS. SEE NULUpry APPROVALS FOR (SEE ELLVADON AT RHCEt 1.2 AC11AK01 TYPES SIZE AND AMIE FSH Lgf6 14t ELM SPACING AND DESR04 PRE8/URE IIUHAOGNS. 0P TABLES FDR WANTITY) (ALUAL O.ONI' NAI. THIOL) _ OR GRADE '--WINDOW FRAME TER CAULRINO EXTERIOR @ A'RAME MULLING DETAIL SEE MULUMN APPROVALS FOR MULLION SIZE AND AIAX. OES.TN LaOlAT10Ns NOTEi THE LONER PRESSURES OF THE WINDOW OR MULL SHALT. GOVERN 1/4• MAX.0 12 S.D.B. x 1. 1/4' L. SHIM (SEE RIZAMM AT SXEET /2 tN .R16R FOR DAX. FASTENER SPAM) Tm_J L-wmw rmw NOTE: IT EXTERIOR 1 ALUMALL , TTOOBE P FA OCONTACT R PPIATEL IpKqUA E FRAME WINDOW HI tI✓vl OYSB DIOHDDPUAT aim - 4M mm" D 1 AIB' AEAT-STRTNDNIEHCD MAW PVD ar' '• KIM a tIe' r-RTRtFRMWl GLASS 4 II4- Di81xA1L0 AIR SPACE D AIG' ANNEALED GLASS 01' (ALAAAL 0.076° AGN. TMICK) 00 WUWA VITH MASS TWO 'A, C. ICI W PS4ALIX9 A .'en' -- IN THE HVH2; THE Le EXTERXIR WTC SHALL K TEMPERED. R le x 3/4' S.D.S. ALUMNUB MA.LION FLAT HCAD, PHILLIPS. SEE NULUpry APPROVALS FOR (SEE ELLVADON AT RHCEt 1.2 AC11AK01 TYPES SIZE AND AMIE FSH Lgf6 14t ELM SPACING AND DESR04 PRE8/URE IIUHAOGNS. 0P TABLES FDR WANTITY) (ALUAL O.ONI' NAI. THIOL) _ OR GRADE '--WINDOW FRAME TER CAULRINO EXTERIOR @ A'RAME MULLING DETAIL SEE MULUMN APPROVALS FOR MULLION SIZE AND AIAX. OES.TN LaOlAT10Ns NOTEi THE LONER PRESSURES OF THE WINDOW OR MULL SHALT. GOVERN 1/4• MAX.0 12 S.D.B. x 1. 1/4' L. SHIM (SEE RIZAMM AT SXEET /2 tN .R16R FOR DAX. FASTENER SPAM) Tm_J L-wmw rmw NOTE: IT EXTERIOR 1 ALUMALL , TTOOBE P FA OCONTACT R PPIATEL IpKqUA E FRAME WINDOW HI tI✓vl OYSB DIOHDDPUAT aim - 4M mm" D 1 AIB' AEAT-STRTNDNIEHCD MAW PVD ar' '• R Om. PLASTIC DxERLAYCR a tIe' r-RTRtFRMWl GLASS 4 II4- Di81xA1L0 AIR SPACE D AIG' ANNEALED GLASS 01' 00 WUWA VITH MASS TWO 'A, C. ICI W PS4ALIX9 A .'en' -- IN THE HVH2; THE Le EXTERXIR WTC SHALL K TEMPERED. R le x 3/4' S.D.S. ALUMNUB MA.LION FLAT HCAD, PHILLIPS. SEE NULUpry APPROVALS FOR (SEE ELLVADON AT RHCEt 1.2 AC11AK01 TYPES SIZE AND AMIE FSH Lgf6 14t ELM SPACING AND DESR04 PRE8/URE IIUHAOGNS. 0P TABLES FDR WANTITY) (ALUAL O.ONI' NAI. THIOL) _ OR GRADE '--WINDOW FRAME TER CAULRINO EXTERIOR @ A'RAME MULLING DETAIL SEE MULUMN APPROVALS FOR MULLION SIZE AND AIAX. OES.TN LaOlAT10Ns NOTEi THE LONER PRESSURES OF THE WINDOW OR MULL SHALT. GOVERN 1/4• MAX.0 12 S.D.B. x 1. 1/4' L. SHIM (SEE RIZAMM AT SXEET /2 tN .R16R FOR DAX. FASTENER SPAM) Tm_J L-wmw rmw NOTE: IT EXTERIOR 1 ALUMALL , TTOOBE P FA OCONTACT R PPIATEL IpKqUA E FRAME WINDOW HI 2 METAL 3ARUCIIR M mm A) STEEL s Fy r 36 KSI UIP. mv. DSBCRIKION (STEEL IB TAA. NDL THICK - 0.0491 I B) AWMINUU : 8083 -TD NMN. I FRAME WAD (ALAAAL 0.076° AGN. TMICK) METAL S UCTURE ATTACHMENT DETAIL e T 66 PlotldD Ip A I HS -8700 IpKqUA E FRAME WINDOW HI OF MATERIALS mm PART 3 I mv. DSBCRIKION RRHABIt9 I L-7703 I I FRAME WAD hill -T6 ALUMINUM e L-8701 1 FRAME SILL 6=-16 ALUMINUM 3 L-7701 1 FRAME FXL JAMB 6063-16 ALUMINUM 4 L-7704 I FRAME FIxED MEETING RAIL 6063-16 ALUMINUM S L-7709 I VENT 14ECTM RAIL 6063-T6 ALUMINUM 6 L -77D7 1 VENT TOPo BOTTOM RAIL 6063-116 ALUMINUM 7 L-8703 I FRAM VENT JAMS 6063-T6 ALUMINUM 8 L-7706 I VENT JAHB LATCH RAIL 6063-T6 ALUMINUM 9 L-0709 1 FRAM SILL TRACK 6063-79 ALUM" 10 L-0708 1 FRAME BILL RETAINING CLIP 6063-T3 ALUMINUM It L-7708 AS REwL GLAZING BEAD E 3/8' ) 6063 -IS ALUMINLQ4 12 FS -006 AS RED'D. FRAME ASM4OLY SCREWS 08 X 3/4' P.H. PHILLIPS 13 FS -040 AS RERIL INSTALLATION SCREWS 014 SMS FAL/PHIL - 14"` L-7531 AS REB'D. VINYL DULD 1/4' DIA, RULE 03033 1G PWS -003 AS REO'D. FIN SEAL WEATHERSTRIP .187' e x .830• h 16 PWS -009 AS RwD. FIN SEAL WEATHERSTRIP .1871 W x .390' h t7 PWS -009 AS RET)'L FIN SEAL WEATHERSTRIP 197' x x .310' h 18 L-7711 AS REB'D. GLAZING DEAD t INSULATED) 6063 -TS ALUMINUM 19 PWS -001 AS REG'D, PILE B GLAZING READ .187' r x .ISD• h eO L-8706 AS REO'D. I SILL RISER ADAPTER 6063-T5 ALUM.- OPTIMAL 21 L-7939 2 I VENT EXTRUDER SPRING LATCH 6063-T9 ALUMINUM Be He -OST -I 2 VENT MOLDED SPRING LATCH MGLDED NYLON 23 L-7903 I x LATCH LATCH SPRING STAINLESS STEEL e4 M e SILL/JAMD JOINT GASKET V16' CLOSED CELL FOAM 9) FS -041 9 SILL RAIL ASSEMBLY SCREW BB X e 1/4• PJI/PHIL. 96J MC -044-1 a WEEP FLAP L BAFFLE ■ 86.2 HC- I X WEEP OPEN CELL FLAN PAD 118' X IM K 8' L e7 HC -040-1 B SASH ROLLER & HOUSING e 28 HC -006-111 1 SCREEN FRAME & MESH x 99 x I ATTACHMENT SCREW R CLIP D8 x S/8• S.R.S. 30 0 VENT SWEEP LATCH MOLDED NYLON 31 a VENT SWEEP LATCH DIE CAST METAL 3eX Arlehtm FRAME SILL ANCROR CLIP 6063 -TS ALUMINUM 332 LAMINATED GLASS See 0ete011 B L.N. Of Sheat 9 34AS Ix REM), GLAZING ffiUCIBTE Ste VotA88 R LAL of sheet 9 38 AS REWL COLONIAL FALSE MUNTIN ALUMINUM 36 AS REB•D. ion SEALANT a 37AS REWL I PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL 66 PlotldD Ip A I FRAME HEAD FRAME FIXED JAMB L-7701 Slid. TRACK L-0702SILL IBM im 140 esel --��II RETAINING CLIPL-8708 ,�O ti+� Fa<¢' 4It MAW JAYS i zd ,.Q phi Z •� t7X1S yry�j J W W C? '4/pAfi FRAME SBJ. L-8701 FRAME VENT JAMB L-8703 a o >� O �./ FRAME BOTTOM CORNERp m� u � y,EpjT TOP C�tNER '\ A68 a,=— A8E ej 43 Lr4 LV 30PRRJ0 LATCH � d68 Lm i '�'• NF-xr mt mui - I rr � � 6 �y O R �6 A9B I � VENT INTERLOCK RAIL o FLUD MEETING RAIL �gNTOTpP/BOTTOM RAIL w C Aca � �,� ATB `✓ O vicen enrroAa aen FRAME SILL /�EONG RAIL ppsYg Im VENT BOTTOM CORNER FAME & SASH CORNER ASSEMBLY DETAILS VENT 1-7706 RAIL O SILL L-8830CHOR CLIP 3 © LLG–"OS BEAD GIAZINO BEAD L-7711 98 ADAPTER L-3708 2UG v �.e+,+....+.+.��/� ' Y. A''•y,i a.008 AM A� Lam, I �" eTv+ Am s ASa .sno U. PR00UCTRBVISW o ataclda Aceep t Dam �q J I p L O • •° �• '• T3 BBT��89 utas TT3 ala --s48 00�a9� 4 [PIO EXCEPTION MAKE CORRECTIONSI I AKEN RlEnS!-r AND --aar!(iag j', Coq, i C, W, Vi It 5 fit Or rj MIAMI DADE MIAMI-nAD19 COUNTY I PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 -SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(780315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) waw.snlemidade gov/perm Lawson Induetkies, Ire. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction y materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. N 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. PERA reserves the right to revoke this acceptance if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIMON: Series 11SH-7800 (Fin Frame)' Aluminum Single Hung Window - L.M.L APPROVAL DOCUMENT: Drawing No. L7800-0801, titled "Series -7800 Single Hung Fin Frame Impact Window-, sheets 1 through 4 of 4, dated 03/31/08 with revision A dated 01/20/12, and prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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. TE uvmATION of this NOA will occur -after the expiration date or if there has been a*revision or change imthe materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of -this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 08-0527.18 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel PerC4 P.E. NOA No. 12-0127.13 Expiration Date: November 06, x013 AP-1114Approval Date: March 29,2012 Page 1 Lawson lindusb3es, Ine. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A.; DRAWINGS 1. Manufacturer's die dmwings.and sections. 2. Drawing No L7800-4801, titled "Series -7800 Single Hung Fin Frame Impact Wmdow", sheets 1 through 4 of -4, dated 03/31/08 with revision dated A dated 01/20/12, and prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS L Test reports on: l) Large Missile Impact.Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked=up drawings and installation diagram of an aluminum single hung fin window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2083, dated 03/14/08, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA No. 08-0527.18) 2. Test reports on: 1) Large Missile impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung fm window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2084, dated 03/14/08, signed and sealed by Candido F. Font, P.E. (SubPntite anderpreviourNOA No. 08-0527J8) - 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawmgs,and installation diagram of an aluminum single hung fin window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI4W2015, dazed 01/15/08, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA No. 08-0527.18) 4. Test reports on: 1) Large Missile Impact 'fest per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung fin window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2016, dated 01/15/08, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA No. 48-0527.18) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung fin window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-074324, dated 01/15108, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA No. 0&0527.18) Mann a P.E. Product Contrbizxambler KOA No. 12.0127.13 Expiration Date: November 06, 2013 Approval Date: March 29, 2012 E -i . Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. ' TESTS (CONTINUED) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single bung fin window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-074325, dated 01/15/08, signed and sealed by Candido F. Font, P.E. {Subndfted under previous NOA No. 08-4527.18} C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC-2004, prepared by Lawson industries, Inc., dated 05/16/08 and 07/07/08, signed and sealed Glazing complies with ASTM El 300-98 2. by Thomas L Sotos, P.E. . D. QUALITY ASSURANCE 1. .Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaeite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vaneeva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated January 25, 2012, signed and sealed -by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 16, 2008, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 08-0527.18, issued to Lawson Industries, Inc. for their Series "SH -7800 (Fin Frame)" Aluminum Single Hung Window -- L.M.I., approved on 11/06/08 and expiring on 11/06/13. Mansel Per .E. Prorluct Control E ner NOA No. 12-0127.13 Expiration Date: November 06, 2013. Approval Date: March 29,20d E-2 vvaw WRlI WIDTH UN -EQUAL LITE RADIUS ELEVATION vpmv AME V(WH UN -EQUAL LITE ELEVATION SERIES -7800 SINGE HUNG IMPACT WINDOW - FIN FRAME General Notes: 1.4 URNS` N4NDOWSYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE' MQUM MENTS AF THE 2010 FLORTDA_BUJIMING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND AWM 1300-98. THIS PRODUCT IS IMPACT HEMANT. 2.) 2 X WOOD BUM SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RF.SIS73 THE SUPSIUMMED LAADS IN ACCORDANCE WITH REQUIREI N'TS OF 2010 F.B.C. & TO BE REVINDFD BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE UNi tW SPACINGS ON CENTER (O -C.). 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A 8171I SPECIFIC 8A8I3, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFBICIAL 8.) WINDOWS ARE QUAD FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHOP 03). 8.) WDIDOWS ARE QUALIFIED FOR USE WITH DOUBLE GLAZE LAMINATED RNSULATED GLASS TYPES TABULATED HEREIN (SED; SHEET 0). 7.) SEE. SHEET 3 FOR LACK DETAILS & OPTIONS. Sa SEE SHEET 3 FOR GLAZING DETAILS & OPTIONS AND DESIGN PRESSURES. 9.) WOOD OPENING SHALL HE PROTECTED WITH AN APPROVED MOISTURE RESISTANT WEATHERSARRIER (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET 01 FOR DETAIL) 10.) MATERIALS: INCLUDING BUT NOT WILTED TO STEEL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2010 FLORIDA BUILDING CODE SECTION 20038.4 AND/OR SECTION M2B.2 IL.) EXT. &OMT. FALSE COLONIAL MUNTINS ARE OPTIODAL & AD ARE APPLIED W/ SILICONE vpaw 6DCA va" EQUAL LITE ELEVATION EXL GRADE AACIC REDDING WINDOW INSTALLATION NOTES• ToDE APPLIED TRTDHD L THE WINDOW OPENING NIST BE PROTECTED WITH A vFa9a6 FDI S11 UL4TarAL MI.ER ttm.f CODE APPROVED FELT OR MOISTURE"EATHER BARRIER, APPROX. 181 WIDE THRE XJMUT ENTIRE PERIMETER OF THE WINDOW M MTDm FIR. OIOT BY LAWSON INDUSTRIES) No E. THE WINDOW FRAME. FIN TO BE BACK -BEDDED Wi AN EXT. EXT. PtmnEres GRADE CAULK THRIUMNAUT THE ENTIRE PERIMETER OF FIN BY WINODV INSTALLER (TYP.) 3 THE EXPOSED EXT. PERIMETER OF TME WINDOW FRAME TO BE SEALED W AN APPROVED EXTERIOR GRADE CAULK rom Dt m= ay.) WINDOW INSTALLATIONDETAIL (I BY OTHERS (TYP.) t— .,w .,.•..�L .,r��.•.�.Cvn, \� C1iAtQ FIN '•v4.«t. t PRODUCERSVISECI .+ti i i,q,JC1 r� �d�XBY&H�tht�R6mids No EXT. PtmnEres Data (�f CAN.XRG ROT BP DG N SU= OR ERTERtM rom Dt m= ay.) WINDOW INSTALLATIONDETAIL KNO EXPOSED PROTECTED W TOME FW PROTECTED WITH AN APPROVED �s� / �� RARR>ER NR ,,,, NiiL'w'rg'• Id �ti_ ,) ALL. ANCHORS TO BE alt SMS DR VD. SCREW WITH A MINI" OF 1 1/8' PENETRATION INTO 'Z g 4 TrmDaaemut Ct4TIRE PERD7ETW to FIN art1TF2RR cera . ai8 SNS w Ws V/ y Se3a m• vs v� d ELEVATIONS ON WOOD. t REFER TO WINDOWALLOWABLE "� x $ i 12' MIN WOOD DMM401 CTV.) 1 t/E• ttDT WOOD EMBEDMENT arra 1 SHEET i FOR MAX Ai LOVABLE ANCHOR SPACING>7;71— � 4i ALL Wmm FRA w COWERED SEPARATELY ALL WOOD FRA�IDJti DZRd EKED SEPARATELY, TIM GAP BE'PISEE711 TOWINDDH FRAME AND ILm11DmiAL (TTPa RLDO. OFFICIm. ITYPA THE BUCK 15 LESS THAN 1/5'. SBIMS ARE NOT a of 4 qmw REQUIRED. q . I/4• Mm1 6M smM sPAeE AI /�'� A 1 RADIOS HEAD crrPa � T MR SPmx HEAD E i I to f � to # fj Q ii,Q" e to SMS or WS WI ® DR 112' MIN. WOOD EMBED ASpAdts Ear 4 on -) f11 d L TED GLASS F�ASTrNm WD om �A iVE E0 GLASS•L,\ d 0 9 t8 aEMDEDDINGCOPP D t SIGNSHIM C1YPa [��• OiT6RC08 .. v g QFPB.HIOR poA 4 T �T tl t vw tE SCALAWT f..ii.....1 . sallow� ..... O SILL I '\�! 1l O Ev=b wumv FRW FIN TO l°J RE PROTECTED WITH AN APPROVED O ERTERII>$ GRAMJAMBO 1 HER A WEATDARRIER JAMB TH Ii ENTIRE PERDEETQt or FON PERIMETER CALUVIG DY OtakWS lirPa VDdW / WIDTH p 1 DJ1K Sd ttrPa IJR' E By 4 MTN WOOD BUCK — R iE 3M3 ta• WS V/ 1 T/E• WOOD ERBED SEE ELEVATION FOR �rrE r n� i17 F ,i-oyi ,7,a a Knees Ghee ®$ 0$,.M S VA&Qop4ft pry_? pr+fj 0 yyyy������yyy S ; € .aa 46 1 60 -K1TR;FrZ�Z�i�T=STT: F.7` �+T' +a.ar a a mm`7 O a B 6 gf3= a a j 25 21 i LUCK LATCH AND SEM- OMONB . BOTH EMUDED ALUMMUM AND PLASM UPT i UANDLB LOM ARE QUALIPD /D FOR USE ON ALL WRIW 9. c L BOTH DM CAST AND HYLOW CAU'LOW ARE {� QUAUfM POR USE ON ALL WINDOWS. I. ONLY'TWO (8) LACER AM REQUIRED PER EACH gg VIM 9 2a a Knees Ghee ®$ 0$,.M S VA&Qop4ft pry_? pr+fj 0 yyyy������yyy S ; € 46 60; 46 1 60 B 6 gf3= a a j 25 21 i LUCK LATCH AND SEM- OMONB . BOTH EMUDED ALUMMUM AND PLASM UPT i UANDLB LOM ARE QUALIPD /D FOR USE ON ALL WRIW 9. c L BOTH DM CAST AND HYLOW CAU'LOW ARE {� QUAUfM POR USE ON ALL WINDOWS. I. ONLY'TWO (8) LACER AM REQUIRED PER EACH gg VIM 9 0 31 m�09.a" MODUCrRwmw ®$ 0$,.M S VA&Qop4ft 0 yyyy������yyy �ba I 0 31 OmED mEET@IG RAIL FL -7001 HEAD L - FRAME JAMB L-7803 VENT WTERWCK RAIL VENT BOTTOM RAIL VENT JAMS RAIL L -77a$ L-7708 L_M7 FRAME BOTTOM CORNER _ VENT TOP CORNER era co asa asa wrs� dulm— VENT SPEND LATCH GLAZING BEAD GLA C; BEAD ayp2FNa BEAD L -7W9 L-7708 L-7711 L-4264 i \:! aaa lYi L6 17 �I o� T_ o�c amreu uud yfl� 1 VENT BOTTOM CORNER FRAME SASH CORNER DETAILS Wesal O MAKS CpRREVONS p EXCEPTtOt1 P�OTEC i TAKEN � REI�CTED t. s gEV!SF AND msscc 1 Checking !s on srt and rf�f'•C ., ,.:1;. .;c; i:. MAI i, t for ditncn;ifos taspo b si ;I. , t a tP10 !0 . related the ; eti: n i j:S lim for co: o, st +coon; an all 4,��da nP _ NIAMMM MUM DADS COUNTY s PRODUCT CONTROL SECTION DEPARTMENT OF PERA9MNG, ENVIRONMENT, AND REGULATORY 1105 SOV 26 Stne, Rom 208 AFFAIRS (?ERA)I Muni, Flarlda33175-2474 BOARD AND CODR ADMINISTRATION D1 MOK T (790 315-2590 F (786) 315-2599 MOTE OF ACCEPTANCE (NOA) ."'�"' '�"•�!°�' Lawson Indush%s, Ine. 8501 NW "?Street Medley, FL 331" SCOPE: This NOA is being issued under the applicable rales and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami --Dace County PERA - Product Control Section to be used in Miami Dade County and other area where allowed by the Authority Having Jurisdiction (AHJj This NOA shall not be valid atter the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHD (in areas other than Miami Dade County) reserve theright 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building cnodc. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DUCRIPTION: Series "3200" Outswing Aluminum Casement Window — L ML APPROVAL DOCUMENT: Drawing No. 13200-0801, titled -"Series: 3200 Outswing Impact Casement Window", sheets 1 through 7 of 7, dated 07/27/08, with revision A dated 01/20/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufactiuees name or logo, city, state, model/series, 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 wall 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 NQA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA If 0&1020.08 and consists of this page 1 and evidence pages E-1, E-2, E-3 and Fro, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, PX NOA Nati 12-0127.21 &piration Date.. March 04, 2014 • - Pe Approval Date; March 2 Pagi r- Lason Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED d ' A. DRAWINGS 1. -Manufacturer's die drawings and sections. 2. Drawing No. L3200-0901, Sheets 1 through 7 of 7, titled "Series: 3200 Outswing Impact Casement Window", dated 07/27/08, with revision A dated 01/20/12, prepared by manufacturer, signed and sealed by Thomas J. Sotns, P.E. B. TESTS (A#submitted underpretous NOA #08 -MO. 08) 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of azeries 3200 outswing aluminum casement window, X configuration, w/5/16" ann. lami glass w/PVB laminate by DuPont, Test Report No. H1ET140-2099A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. L Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. lami glass w/PVB laminate by DuPont, Test Report No. HETI40&20998, dated 07/10/08, signed and sealed by Candido F. Forst, P.E. 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2)'Cyclic bind Praire Lba ft per FBC, TAS 203-94 along with marked -up drawings and -installation diagram of a series 3200 outsvving aluminum casement window, X configuration, w/5/16' aim. lami glass w/PVB laminate by Solutia, Test Report No. HETI408-2100, dated 07/10/08, signed and sealed by Candido F. Font, P.E.' 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind. Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" HS lami glass w/PVB laminate by Soliuiia, Test Report No. HETI48-2101, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 5. Test report on: l) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w;/SGP laminate by DuPont, Test Report No. HETI-M-2102A; dated 07/10/08, signed and sealed by Candido F. Font, P.E. Menne P.E. Product Con finer NOA No. 12-0127.21 Expirat%n Date: March 04, 2014 Approval Date% March 29, 2012 E-1 Lawson Industries..Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (All submitted under previous NYOA #08-1020.08) 6. Test reports on: 1) Large Missile impact Test per FBC, TAS 20194 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with market -up drawings and installation diagram of a series 3200 outswing aluminum comment window, RX configuration, w/5/16" HS Jami glass w/SGP laminate. by DuPont, Test Report No. BET14W2102B, dated. 07/10108, signed and sealed by Candido F. Font, P.E. 7. Test report on:. 1) Uniform Static Air Pressure Test, Loaning per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum s=autmWow,.XX configuration, w/5/16" HS la= glass w/SGP laminate by DuPont, Test Report No. HETI-08-2097A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. S. Test report on: l) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Presse Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a seried 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2097B, dated 07/10/08, signd and; sealed by Candido F. Font, P.E. 9. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS land glass w/SGP laminate by DuPont, Test Report No. BETI48 2103A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 10. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS land glass w/SGP laminate by DuPont, Test Report No. HETI-08-2103B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 11. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with--mazked=-up dmyhW and lnstailation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" am lami glass w/PVB laminate by Solutia, Test Report No. HETI-08-2104, dated 07/10/08, signed and sealed by Candido F. Font, P.E. Manuel Product Control B NOA No. 12-912731 Expiration Date: March 04, 2014 Approval Date: March 29, 2012 E-2 Lawsen Industrfes.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (AM submitted under previous N©A #08,-1020.08) 12. Test reports on: l) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" am Jami glass w/PVB laminate by Solutia, Test Report No. HETI-08-2105, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 13. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind'Pressure loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/PVB laminate by Solutia, Test Report No. SET1408-2106, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 14. Test reports on: 1) Large Mssile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/7/16" am. carni glass w/PVB laminate by Solutia, Test Report No. HETI-08-2125, dazed 07/10/08, signed and sealed by Candido F. Font, P.E. 15. Test reports on: l) Uniform Static Air Pressure Test, Loading Per FBC TAS 202-94 along with marked -up drawings and installation diagram of a Wiles 3200 outswing aluminum casement window, OX configuration, w/5/16" HS Jami glass w/SGP laminate by DuPont, Test Report No. HETI-08 2131A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. lb. Test reports on: 1) Large Missile Impact Test per F3C, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, OX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2131B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2004, prepared by manufacturer, dated 10/01/08 and 01/30/09, signed andd sealed by Thomas J. Sotos, P.E. 2. Glazing complies with ASTM El300 98. Manuel P 4%P.E. Pro►dnet Central HUMHuer NOA No. 12-0127.21 Egpimftn Date: March 04, 2014 Approval Date: March 29, 2012 E-3 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB_ D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemOurs & Co., Inc. for their "DuPont SentryGhwg Interlayer' dated 08/25/11, expiring on 01/14/17. L Notice of Acceptance No. 11--0624.01 issued to EX DuPont DeNemours & Co., Inc. for their "Dupont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 3. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Sailer and Vanda clear and color interlayers" dated 05/05/11, expiring on 05/21/16 F. STATEMENTS 1. 1. Statement letter of conformance, complying with FBC-2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated October 1, 2008, signed and sealed by Thomas J. Sotos, P.E. (Submitted wader previous NOA No. 08-1120.08) G. OTIIERS 1. Notice of Acceptance No. 08-1020.08, issued to Lawson Industries, Inc. for their Series 3200 Ouiswing Aluminum Casement Window — L.M.I.,: approved on 03/04/09 and expiring on 03/04/14. Mansel e Product Contrpl EAMWCr NOA No. 12-0127.21 Expiration Date: March 04, 2014 Approval Date: March 29, 2032 E-4 ANCHORS, ---- W 3 AT FRAME HEAD I ,� tCa 3 AT FRAME SILL A A SEE DE AIL 6 ER ANCHOR C CO) S AT EA. FRAME JAMB A)�tiORS� SEE DETAIL 84 AT !,w) pgORS, SEE DETF �) (A) 6 AT FRAME HEAD SHEET 7 OF 7 6 AT FRAME HEAD SFIF,(T 7 378\ IF SILL TYPICAL) SILT CM 6 AT FRAME SILL 6 A7 FRAME S1LLtUI 4 AT EA FRAME JAMB 4 AT EA. ERA!£ .JAMB! A A Mmql A, �. r Al A Al ` r !apugo ,' El r� Z' r � �%�,cresme� `3 � � �' 4 • _ e ai" unuumi¢ ,,"I. rte.vmau. W SILICmw AND ARE AVAILABLE AS CPTIDNAL. "X" ELEVATION (LIMITED TO WADS ON SIfM 8 OF Y) 'XO" ELEVATION - (Lm m TO LOADS (a reversed) 8 OP T) 'n" ELEVATION %— So. & BDT rALsE comm. CUM= TO LOADS ON BHF,Lf 8 GF 7) s c D w AVAB.AB).f AB DPiUHWtl-. General Notes: SERIES -3200 OUTSWING CASEMENT IMPACT NDOW APPROVED ELEVATIONS • WHEN To OAP TRE dTN00W FNOTR AND TNR BUCK OR 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE MAStINRY 19 118 i1TtAN 1/8". BID1t8 ARS NOT RSCIUIBRD. REQUIREMENTS OF THE 8010 FLORIDA BUILDING CODE INCLUDING HIGH VEWanr HURRICANE ZONE (}�p�y AND ASTM 130OAl THIS PRODUCT IS IMPACT RE$tBTANT AND DOES �04 REQUDtE SMU7T67tS. ANCHORS NO1�E: 8.) 1X or 8 R WOOD SUM SHALL DE UISTALLSO AND ANCHORED SO THAT THE ANCHM TO BE Ile SMS OR VM SCRrWS INTO WOOD, OR 1/41 TAPCC4 or APPROVED CC= FASTENERS INTO CONC., BUILDING RESISTS THE SUPERU9 0 LOADS IN ACCORDANCE Wm REQUIUmu I4T8 OF 8010 F.R.C. & TO BE REVIEWED BY SUI.DINQ OFFICIAL, WITH A MINIMUM OF 1 1/41 PENETRATION INTO VODD OR 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (D.C.) CUM CREFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ANCHOR SPACINGS WILL VARY WITH UNIT DmENSIONS, AND THE MM OF ANCHORS REQUIRED. AS SPECIFIED ON THE LOAD TABLES AT SHEETS 6 & 8. 4.) ANCHOR CONDITIONS NOT DESEMFD) IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 8.) SEE SHEWF @3 FOR BILL OF NATEMAL6 AND DETAIS. S.) SEE SHEET#6 & e FOR GLAZING DE AILS & OPTIONS AND CHARTS FOR WAX DEMO_PRESSURES. T.) WOOD BUCKS IN CONTACT SIKH CONCRETE MUST BE PR89SURE TREATED AND ANCHORRD (BY OTHERS). PRIOR TO WINDOW IIS'TALLATION. (SEE SHFLR,T 18 FOR DETAIL & NOTES) B"aw+Gtea 7J p O.) MATERIALS INCLUDING BUT NOT IMTTO STEEL SCREWS. THAT COW INTO e . �o a a**" m re v I aero rat CONTACT WITH OTHER DISSIMILAR MATERLILS Mf MEET' THE REQUIREMENTS OF 8010 FLORIDA BUWINO CODE SECTION M18.4 AND/OR SBCPLON 8388.8 ���� & •.rQ4o ,CJ�O �'l.• �' ; B.) FST. &DBT. FALSE COLONIAL RUN INS ARE OPTIMAL & AND ARE APPLIBO W/ SI:[=G 2 8 s a.A yj{I 10.) FRAN8 BILL ANCHOR CLIPS TO Be MEASURED FROM THE DIBIDE EDGE OF THE WMM FRAMEAND ToLmtmm TTOTA OF�ANC 0RS REQWITHIN UIRED A1�� 1�0 THE SM AS FIME HEAD. ""IM aR f� `F 1�L am � 0r Series: IL) SEB SHIFT 0 4 OF 10 FOR MANOR PBRUff= CAULK/ INSIALLATtON OBTA16 ,s Jd)2 +'""` ft N. rBmao 'w DI na GENERAL t8.) SIFT. & W. FALSE COLONIAL IUNTRIS ARE OPTIONAL & ANO ARE APPLIED �W/ SD MRao,•.�,l���b�$sQ► . Andwoe ayaa�; asmoyingwaft Qo. mu -� k% B L I w3' ALL P.T. WOOD Bt % m v om Aa ENIMNEEREO SEPA '•. t Si38 r s , & TO IR REVIEWI rt��• 7�FRi 'mt' ;: e,V BLDG PIFICIAL C o ��'• 0 49 q t t A ENGINEERED SEPARATELY METAL LATH (BY OTHERS)'% ,"pfill r v s" &' STUCCO To BE BLDG OFFICIALSWED (TYP.) (BY OTHERS) r .' •n r�P' ' V t/gygEp •� .,:"�".?i_.• t/a• mix. _� NrSNDa SPACE I 50 17 EXTERIOR 1 E%.WOOD BUCK PERIMETER BY OTHERS tTYPJ INTERIOR —GLASS ` e% WORD } BUCK (TYP.) ALL WOOD FRAMING ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL CTYP.) E8'TERIOR pg IJ INTERIOR O4 � 2 � T/ 81 ,7 1 ,40 19 T 15 :...::.:::. 17 EXT. GRADE '•'""' 1/4• MAX EXT. GRA PERM CAULK110 � Slit<f PERRL CAULKING (TYP.) (TYP.) STUCCO ;4%r,L„', "I q 2 .b. e. ) s• t. (BY OTHERS)' Q; tt 44 � x t9+ Od METAL LATH. STUCCO AND AND EXTERN GRADE SHEATHING (BY OTHERS) + WRBN TNM OAP BETWEEN RBB TOIDOT IRA 6(B AND TKB B= OR MASONRY 18 I= THAN I/tl , WON ARE NOT R6YNDI M ANCHdRS NOTA: ANCHORS TO BE 212 SMS OR VIL SCREWS IMM WOOD, OR 1/4• TAPCONS or APPROVED CONC. FASTENERS INTO CONC.. WITH A MINIMUM (IF 1 1/4• PENETRATION INTO WOOD OR CGMC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) INTERIOR SUCK CTYPJ W (TYP.) 1X i RT. MAX I SPAM /o° B 14 S.M.S. or WD. SCREW W/ % m v ; 1 U4• MIN, WORD EMBED '•. t Si38 r s , � aaa tia crap a+AOWaetu mm MbJ�a a eamcat P rt��• 7�FRi 'mt' ;: e,V 4 0 • pb o L WOOD BUCKS STUCCO �{ fir• fradvnr Atl Aram ^ 1,3E00-0801 ENGINEERED SEPARATELY (BY OTHERS)'% ,"pfill r 49 To BE BLDG OFFICIALSWED (TYP.) ' V t/gygEp i t e• I 50 47 p E%.WOOD BUCK ANCHORED TO COW. TO BE P.T. (TYP.) ` e% WORD } BUCK (TYP.) ALL WOOD FRAMING ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL CTYP.) E8'TERIOR pg IJ INTERIOR O4 � 2 � T/ 81 ,7 1 ,40 19 T 15 :...::.:::. 17 EXT. GRADE '•'""' 1/4• MAX EXT. GRA PERM CAULK110 � Slit<f PERRL CAULKING (TYP.) (TYP.) STUCCO ;4%r,L„', "I q 2 .b. e. ) s• t. (BY OTHERS)' Q; tt 44 � x t9+ Od METAL LATH. STUCCO AND AND EXTERN GRADE SHEATHING (BY OTHERS) + WRBN TNM OAP BETWEEN RBB TOIDOT IRA 6(B AND TKB B= OR MASONRY 18 I= THAN I/tl , WON ARE NOT R6YNDI M ANCHdRS NOTA: ANCHORS TO BE 212 SMS OR VIL SCREWS IMM WOOD, OR 1/4• TAPCONS or APPROVED CONC. FASTENERS INTO CONC.. WITH A MINIMUM (IF 1 1/4• PENETRATION INTO WOOD OR CGMC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) INTERIOR SUCK CTYPJ W (TYP.) 1X i RT. MAX I SPAM /o° LAS' ON.�...� P PF �prQ°Oy •'. PH"( M-aw MA9YA1crVRM UP 0AGTY AbUYI M Y1N M AND CUM DOOM iM •' � aaa tia crap a+AOWaetu mm MbJ�a a eamcat P 6F BZICZ &e °" N. BRM °r% UM awroA Series: 9200 Outswing Impact Casement Window A N w VERTICAL CROSS-SECTIONS. DETAILS & NOTES G (i}`�e� Aw<Aa, A seen fradvnr Atl Aram ^ 1,3E00-0801 d0.' 6 PERIMETER CAULKING FIRED v= ALL WOOD BUCKS ENGINEERED SEPARATELY BE REVIEWED E BLDG. OFFICIAL KTYP.) HERS) T- PERIMETER CAULKING EXTERIOR ' `P+ 21 12 18 48 v 13 ASS �• o o D OP b TAPCOTAPCI •N 14 $1 _•, 1 tali DITERJOR .d •P 2 4 47 21 o ��?:• 6 17 17 18 wb... • WHEN THE CTAP BElYEP.11 THE WHGOW FEW An THE am OR MASONRY 19 LESS 1'11AR I/D . SHM ARD NCYI' REQIHRED. AHGUOi R M�M,: ANCHORS TO BE 412 SMS OR WA SCREWS INTOWOOD. D7t V4• TAPCQNS or APPROVED CONK. FASTENERS NM WITH A MtNIMLM 13F t 1/4' PENETRATION INTO WORD CONK KREFER TD LOAD TABLES FOR "JffITMS REQUIRED) INTERIOR E1 t7 0 m� wIB)tbebTa[i0a wt 2010 TBC LA / I I.J ON ►�LC1;�/LOMpAr SS188 L �l s) YRIOI•ACDTQIIB CW A(d/ASI6I R•717D0/8 AID 6489 98M ow CWW I#wt 6tew M! MOM 140MMSW Oen N&NM N A+W10A p m °st M Series: 3200 Outswing Impact Casement Window OND mte m1° '� I HORIZONTAL CROSS-SECTIONS. DETAILS & NOTES A ' r, ^0 ae " L3200-0861 0 of 9 STUCCO (BY OTHERS) DVERALL VENT WIDTH aFnr DAYLIGHT VIDTH 7 18 t8 12 18 21 13 0 GLASS ° d v OPERABLE d 51 14,I/4 ._1 a TAPCQN 1 4 4 2O (M0. l e. 17 49 �o•f•" °• • —ALL WOOD DUCKS ENGINEERED SEPARATELY L TO BE REVIEWED BY BLDG. OFFICIAL <TYPJ RT WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS 14pr VAL sx& PERIMETER CAULKING 18 18 8 3 27 EXTERIOR m� wIB)tbebTa[i0a wt 2010 TBC LA / I I.J ON ►�LC1;�/LOMpAr SS188 L �l s) YRIOI•ACDTQIIB CW A(d/ASI6I R•717D0/8 AID 6489 98M ow CWW I#wt 6tew M! MOM 140MMSW Oen N&NM N A+W10A p m °st M Series: 3200 Outswing Impact Casement Window OND mte m1° '� I HORIZONTAL CROSS-SECTIONS. DETAILS & NOTES A ' r, ^0 ae " L3200-0861 0 of 9 IEXT. GRADE BACK DEW TO BE APPLIED BEHIND VDIDOW FLANGE BY INSTALLER CTYPJ FACE CAULK BY OTHERS CTYPJ 1 2X W BUCK 9 6, NO. PART N0. 3001 UI -118 gUANTITY 1 DESCRIPTION FRAYS HEAD / 3002 LO -118 1 FRAME SILL 8093 -TB ALUMINUM 3002 LO -119 VINOaW FRAME \ 6093-T8 ALUMIN5; 3002 LI -115 2 FRAME JAMB -LATCH SIDE rr: 3004 EXT. GRADE BACK DEDD 2 y, EXT. GRADE PERIMETER TO BE APPLIED BEHIND Lb -119 2 CAULKING NOT BY VDNDOW FLANGE BY ' ;.c••j..,�. 'LAWSON INDUSTRIES'. INSTALLER (TYPJ ,. �•'.•.j �;,,Y� TO DE APPLIED BY 2 VENT SIDE RAR -LATCH SIDE OTHERS (TYPJ ALL WOOD BUCKS ENGINEERED SEPARATELY S TO BE REVIEWED BLOC OFFICIAL (TYPJ �— a 12 SAS. or WD. SCREW V/ 1 1/4. MM WOOD_ EMBED %—EXTERIOR GRADE STUCCO OR EXTERIOR FIMSHPERIMETER CAULKING BY OTHERS (TYPJ v h�4°"Th B+ BY OTHERS (TYPJ 1 KETAL LATH STUCCO 1/2. AND EXTERI R GRADE SHEATHING CBY OTHERS) FRAME PERIME`TER-.�Cj1, M DETAIL (2wQQD FRAME INSTALLATION DYMIL SUBSTRATE. SEE MULLM APPROVALS FOR CL>clGll TE 1781 MULLION TYPE. SIZE AND MAX. mcmvlftwad P.T. 4t00D DESIGN PRESSURE UMRATIONS. Bnuftemb 8Y OTI#RS tTYPJ� 21 tn� F�O�a SHAPE WWD06Y, OR V. A � 9- ,3 u•• • qt•• Gv —W2 &" X 1 1/4' L ����- •• - N$�:ti y t o;; o vrb i SEE aft FOR0 BPACINC 1 B lgW�Er i FAM -• .G IISTM7CE ALTMATE A_NCHORINO AT SIL MSI ICON ATTACHMENT DETAIL• rrgtN_:ul% LAWSON SERIES: 3200 CASEMENT WINDOW - BILL OF MATERIALS LIST 6, NO. PART N0. 3001 UI -118 gUANTITY 1 DESCRIPTION FRAYS HEAD BBNAM BIBS -TS ALtRAINW 3002 LO -118 1 FRAME SILL 8093 -TB ALUMINUM 3002 LO -119 2 FRAME JAMB -}INCE SIDE 6093-T8 ALUMIN5; 3002 LI -115 2 FRAME JAMB -LATCH SIDE 6083 -TB ALUMIIAA 3004 UI -119 2 VONT TOR RAR 6063-T8 ALUMINUM 3004 Lb -119 2 VENT BOTTOM RAL 8063-T8 ALUMINUTA 5064 LI -119 2 VENT SIDE RAR -HINGE SIDE 60BS-T8 ALUMINUM 1004 LU -119 2 VENT SIDE RAR -LATCH SIDE 6083 -TB AWYRm 9 L-3= 1.0-118 AS REO'O. IN -POST 8083-T8 ALUMINUM 10 L-3OM LO -111 1 X ANCHOR FRAME SILL ANCHOR CUP 8093-T8 ALUMINUM (3' L.) 11 L-3005 Lb- 113AS REOV. FOfED UTE YOUNTIIG BRACKET 6063• -TB ALUMINUM Cr L.) 14 L_]n1n 1.11 -77M A_4 RHnn. 1In71MiR RPnn _ 4I7 R• Rf117.'4_!4 ef.vnn.0 AS REQO. TPFATHERSTRiPPINO - FRMiE/VEW7 PVC VINYL AS REQ D. GLAZING WD 11/18° LAM./INSUL 6= -TS ALUMINUM 12 CORNER KEY PER FRAME 8 CORNER KEY PER VENT 4 X POST CORNER KEY PER RN -POST 6 FRAME ASSEMBLY SCREWS ®10 X 1- PH SYS 8 VENT ASSEMBLY SCREINS $10 X 1 1/4• PH SMS 2 X VENT 4 BAR 90' HINGES - STD. d M.G. 2 X VENT 4 BAA 45! HHNGES - STD, k 160. AS REOA HINGE MOUNTING SCRLYTB B10 x 1/2- P.HL/PKL. 1 X VENT VENT OPERATOR - M14L. or SINGLE 4/ OPER. OPER4MR MOUNTINO SCREIOS i1D X 3/4- F.H ./PH L 1/ OPER. STAINLESS STEEL -C- MACK 2/ TRACK TRACK MOUNBIO SCREM BB X I/2- F.H./PHIL S OPERATOR STUD BRACKET CONNECTOR / BRACKET SND BRACKET Lunt is X T/2- F.N./PHIL S 1/ VEND LOCKINO HANDLE 4 2/ Loaf LOCK HANx$ MOUNTING SCREWS #10-32 X 31V- PH Ys 1/ VENT LOCICM MULTI -POINT BAR L LIG= Pow TLE BAR mnm WDEs I X CLO1E NYLON DIODES Mmmm SCREWS is X 1- PH./PHIL e 1/ LOCK KEEPER (ST. KEEPER KEEPER MOUNTING SCREtYB 4 swum 6083-75 "Mum SNUBBER lWaMER INSTALLATION SCREWS lwx 1/2- PH SMS -- idyl FF 0 \./I 7�EI�LY;� B1. B8 AMWAMUR tro 4IAMTY AUW MMY WaMM AND 0,W GWW Aa• Pef [Am Pt@II 47tga{• Ahm A p P > as 4° i°� Series: 3200 Outzswing Impact Casement WindoTY ado /l¢ BILL OF MATERIALS LIST AND DETAILS A XZ0 t LBBDO-CBO] Ab" 4 0? Y VA LAMINATED COMPOSITION = TYPE-&- ITEM A ITEM N>tO®T D31TtT _...��IlpllG��i11>1e1►1811��f{1i1d81N I ur ANERALED r 1$ Conti : U #on: "r DUFUNT OR UL th 3 V8' ANNEALED TDASE Code n (la, Moad SM .lamb 12 15.993 29 2 2 93 1a125 38375 2 3 1 LAMINATED GIASS COMPOSITION- TYPE ITBM DBSCRUPITON DE't616 I Ire• ItEat-STREAOITFY�p mass $ Q.O80' PVD wTeRlnYca 8®.UTU 3 1.110' HEAT-STaCt$0(fEtff.D MASS 14y GL ING HTE 8/1W 1,4MInated- 1 ePOSITION PM 088CRunm I B8TA[t 1 W ANNEALED tO.ASS s a1I _ 4��ECP�P t3 t 1N• DJ.SIAATEb Ala SPACQ rtcM DBBCDIp77QM� 1 I/B' NEAT -S MASS 8 OJ190• SGP DOT17lI.ATEq 01D�liT 3 IM NEAT-STREMKIE,ED MASS AN®• I /16 GLA ING ITE 16 I !iLASSCOMPOSITION' - TYPE 7/18' LDTainatw ITmt DeeDlDeTu61 nESAn I 3AV APMALED GLASS VD NITE D DOW PO.ATEN SDLIMA 3 3116• AMg6ALS0 mAC6 _ 18 13 iii .. 1 ePOSITION PM 088CRunm I B8TA[t 1 W ANNEALED tO.ASS a Dow PVR INTE4IAYER'UTIA 3 Ire• A1rMEaLEO TA.R t 1N• DJ.SIAATEb Ala SPACQ D Ire• ANNEALED GLASS /I6 " GLA CING ITE 11/18° Latnlnated/tN—Wed GLAZING OPTION DETAILS 'B" � .CslaD3TypB °C°'" ( Cbese'Iypa "p" ( Cilaas7ypa "E" I -Fuel srls••1ts.c�aDsca �nd�ATmealedoa�6a 11118"An,taNl�lt�a • 1 1 1 . 1 1 . . 1 • , • 1 . , - 1 . 10- 'e' i'8' &7 tJI d Nero, o srulee 25 •a Tt a 141 Ma (+3 690-M Oi® Cfm FM GNM P1W CW/er. Rux F Rw4fes F NDA OF�vswo .N er N. ZRAW Series: 3200 Outswing Impact Casement Window O•P�''ao�o 1T BMW °ap GLASS & DSP nCHARTS AND GLAZING DSTADS FOB 'X" UNITS A °tom" �`�'t Ai] .o, P' Lam-o8o1 6 D Oa v -8/1 WUMTED GIASS COMPOSITION TYPS -A- Issr MMCMPIMN I DITAM I I UW PV9 MT431LAVER MVM *Wjl CO 14 51 M /16 JVW WAMYREA&aEND MASS ITE 8/18' LamiTlnted MASS COMPOSITION TYPE "C" 48 13 1 !/a• IICAT�STRQ1aHTF1$D MASS t,1 *111TE 14 51 CIL 26 i 131W AMAM MASS 7 0 JUW M 07MAYCI EM— 18 I31 S 13116* AtBtYM.ED ULAW -it to" LAMNAM GLUSOft 6 rfBil OSSMUPTM MAP, W AlMku MASS------ 1 4 54 L e now Pvalww""A Smurml V4- ovvw.1= I I — 9/16, — - 4 V4' GLAHM BITE a tAr AMAn GMUA f am 11/16- lawlnaledflmutat�l LAMINATED GLASS `TYPES -GLAZING —OPTION .DETAI 32DO' ' Case naMridow vww GbM uMFra=V*tdqwGk=WvAh "ir I -MMTMlv GIMTYM'r i-PUBI MrAmeabdGm MOM= ,.Moyj vuboarb" Mae,= A. ftyll" to ow" lif M" fa LA WSON L c.+ 0 6 X"VMMM of muff a~= wamop Ww" Wo M %* SIM CMM mow NNM -"— in—ft4WftI*#, 11 10 3M tCWA all -al TE OF HIP s. esA2o Series: 3200 Outswing Impact Casement Window I* Ti r9olls CLAM & OP CMM AND GL4M DEMMS FOR "n-OKAW UNITS IL EMM fton. now A lf.w 10"Ww" aqw— AC,SD '2gr 00 -0 P IN no FRAME IN -POST RM L-3= 9083-T6 AI.UIMM f' OFRAME HEAD VA L-3001 6093•-T9 AUROM OM caa �: Ift II D,SASD-LO TYPICAL) CLUSTER PCAL VI �6 4 4-41 199s 5 8 7 8 IMPOST ANCHOR DETAIL MME COM9R DETAIL VENT RAIL CORNER DETAIL gpp 2 - 3 4 C�2 VENT L-HAMSEEMULLION APPROVALS FOR FR" NMI FRAME81LL !JAMB 8083 -TO ALUMINUM MULLION TYPE. SIZE AND MAX. L-3000aB . DESIGN PRESSURE UMMATiONS. SM -78 AWMINUM NOTE: THE LOWER PRESSURES OF FACED. t>3S0 CASEMENT WINDOW OR MULL SHALL GOVERN .082 ' 1/4' MAX SHIN rm ossa # 12 S.M.S. X.1 1/4" L, SEE ELEV. FOR SPACING iRAME Silt m 2X9 1. ALL STEEL IN CONTACT WITH ALUM. 70 PAINTED OR PLATED. _ ..... r.. 2. METAL STRUCTURES: oa9a �, FRAME BHS/4R PLATE' p r_( (STEEL OR'E14 E ALUM. 3 KSI THICK) L -30D7 A) STEEL : Fy 38 KSI MIN. SSDALY 6093-75 ALUMUN 1,a1 8) ALUMINUM : 6083-T5 MIN. pA 1pI 1 l 4' 1.231.... .. .. .. ... ALUMINUM SNUBBER SEAQ ,3B WINDOW FRAME FRAME IMP05T DETAIL d 6063-a ETA$t 6063 -TS ALut6NUM ML STRUCTURE ATTACHMENT DETAIL FRAME SASH CORNER ASSEMBLYDETAILS 10 FRAME SOL ANCHOR CLIP 11 PRODUC9 tt6VtS7 fl 1'- MED LITE MOUNTING BRACKET 8083-78 ALUMINUM ,870 L-3009 89 r0=4 8483-T8 ALUM¢V11MM Ap 2t OA90 2.984 .678 ,,,,��AM;PBBBB/BOI ��yy 8�� N, 12 GLAZING BEAD 18 OLIZING� O aLAZfND BEAD c`� �"d' I� �tE vB0 �� Mc01Rr Wt�53188 9/18- Lam1bat" 1t/i6° [nsWaled/tsmumted T/1e' [eminaloa L-3070 or L-7-1ti8 1-3011 or LU -133 L-3at18 or LD -189 * 14 Z Pb t� (� 6INI- 9063-T9 ALUMlMII/ 8063-73 ALUMINUIE 1A' IgMACnM OF Ot+A1lly' AWglRUM rINQDJ<8 A80 ".= saw BQ81-TS ALUMINUMB'M r Bnb amBwa ""Aum Iona n mawa a SKMN R0a 19 o m �Q +q .� 1pP.•�2�m.*Bw N eRazo B'`'SI'"' aeries 3200 OutsWing Impact Casement Window IL ERM, a XTRUSION CROSS-SECTIONS. k ASSEMW DETAILS OsBD. .888 t1S 0.888 ATE , I�i81,1�/{L� A tmra hafiW ltr7am.n - -ot 1"* , L= -*00 " 7 OF RECTIONS N3—NO EXCEPTION [p NOKE TED OR TAKEN (] REVISE AND [j REJECTED RESUBMIT Checking Is only for conformance with the dUi"G mationt Of giver, theProject rti ac Contract Dacumentst liancer Conti n-ior is responsible for dimensions to be confirmed r.:ins ' related at the job Sliac for inthat p� solely to the fa!and tfoor cooto ordin t on rof thecwork of ' of const r tions zl! trade . a DATE �• `�— �