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WS-18-2453Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 1240 NE 91 TER, Miami Shores, FL 33138 Contacts Permit NO.: WS-9-18-2453 -• -, Permit Type: Windows/Shutters I IjILWR�k�C/ossification.-(Window/Door Replacement Permit Status: Approved Issue Date: 01/01/2999 Expiration: 03/18/2019 Parcel Number Project 1132050010540 <NONE> DAINEL OCARIZ Owner DAINEL OCARIZ Applicant 1240 NE 91 TER, MIAMI SHORES, FL 33138 1240 NE 91 TER, MIAMI SHORES, FL 33138 (786)860-8071 (786)860-8071 RO-C BUILD GROUP, LLC Contractor 5901 SW 74 ST 208, MIAMI, FL 33143 (305)741-4220 Description: REPLACING EXISTING WINDOWS WITH IMPACT Valuation: $ 7,000.00 Inspection Requests: WINDOWS 305-762-4949 Total Sq Feet: 0.00 Fees Amount CCF $4.20 DBPR Fee $2.85 DCA Fee $2.00 Education Surcharge $1.40 Permit Fee $190.00 Plan Review Fee (Engineer) $60.00 Scanning Fee $P.00 Technology Fee $5.60 Total: $275.05 Payments Amt Paid Total Fees $275.05 Credit Card $225.05 Credit Card $50.00 Amount Due: $0.00 Inspections: Inspection Type Framing Building Final Review Structural Review Building 11�2 te 12,018' Date Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / , Contractor / Agent Date September 26, 2018 Page 2 of 4 BUILDING PERMIT APPLICATION OBUILDING ❑ ELECTRIC PLUMBING ❑ MECHANICAL JOB ADDRESS: 1240 NE 91 TER Miami Shores Village �uilding Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ROOFING ❑PUBLIC WORKS I ;(777 VED jEP 17 2018 Bar• -t4 FBC 20 It Master Permit NoZC- I -� - l 1 Sub Permit Nok k )S l V - 2,j3 ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:1132050010540 Is the Building Historically Designated: Yes NO Occupancy Type: Load: (Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): DANIEL OCARIZ Phone#:7868608071 Address:1240 NE 91 TERRACE City: MIAMI SHORES Tenant/Lessee Name: Email: State: FL Zip: 33138 CONTRACTOR: Company Name: RETOS SERVICE PLUS LLC Address: 15970 WEST STREET ROAD 84 UNIT 244 City: SUNRISE State: FL Qualifier Name: HILDA BALBI State Certification or Registration #: CGC1508959 DESIGNER: Architect/Engineer: Phone#: Phone#: 954)588-8468 Certificate of Competency #: Phone#: ip. 33326 Address: City: State: Zip: Value of Work for this Permit: $ 7000 1 Square/Linear Footage of Work: 200 Type of Work: ❑ Addition ❑ Alteration El New ❑� Repair/Replace ❑ Demolition Description of work: REPLACING EXISTING WINDOWS AND IMPACT WINDOWS (9) Specify color of color thru tile: G �( Submittal Fee $ � . op Permit (Fee $ ( lV ' CCF $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CA DBPR $ CO/CC $ _ Notary $, Double Fee $ _ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ 22-S -05 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State sm 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 approve ,and a reinspection fee will be charged. n 1 Signature Sf,4o O6 F� ENT o� � 1, � (gyp V/f4j I�The foregoing instrument was acknowledged before me this V., day of ! � 4A, , 20,_9 —, by 'be of el QGA r 2L, who is personally known to me or who has produced as identification and who did take an oath. Signatu The foregoing instrument was acknowledged before me this 17 day of4'j►7�8T 20 �� , by gi ow� Bal b c who is personally known to me or who has produced Dr7'✓-Pil" P Un se— as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: r• Print: V err % /�f• Pri Seal: SHERRYM.GORSKI Ses,N'yRr's , Notary Public - State of FloridaCommission N GG 071382:` •��h. My Comm. Expires Apr 7,2 021 ��'l Banded through National Not Assn. r a� ���• APPROVED BY �f Plans Examiner Structural Review LENNIS M. MALDONADO Notary Public - Stale of Florida Comnisslon N GG 008421 My Copra. Expires Dct'23, 2020 Zoning Clerk (Revised02/24/2014) t w M IAM I-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMIrTISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidagt.gov/economy_ Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE:. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - 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 PrdWelControl Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dad; County) reserve the rigW •: • to have this product or material tested for quality assurance purposes, If this pgg4q(;t,or mate al•fails to perform in the accepted manner, the manufacturer will incur the expense of suclLMiPg and the.AHJ may immediately revoke, modify, or suspend the use of such product or material within. their jurisdiction. REV***: reserves the right to revoke this acceptance, if it is determined by Miami-Dade-Cexnty Pr;Mc"? Control • Section that this product or material fails to meet the requirements of the applicable bj.�lttrig code?. ; • • • • • This product is approved as described herein, and has been designed to comply'wkith•the Florida Building • •; • Code, including the High Velocity Hurricane Zone.- • . . . . ...... DESCRIPTION: Series "SH-7700 (Flange Frame)" Aluminum. Single Hung Window - L•.MT" . . . ...... APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 SWe Hung Fide France • Impact Window", sheets 1 through 5 of 5, dated 05/27/09, with revision D dated ll/0l/17, 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 1vlissile Impact Resistant LIMITATIONS: Insulated Glazing Options Types 6 and 7 are not approved to be installed above 30 feet in height without external protection device (shutters) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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. TERMLNATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 16-1003.01 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 Sifang Zhao, P.E. z NOA No. 17-1217-21 ����� Expiration Date: December 27, 2021 O Approval Date: February 01, 2018 Page 1 T t Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DBANVTN-GS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0706.09) 2. Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with revision D dated 11/01/17, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P.E. B. TESTS 00001. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 ...... • .... • 2) Large Missile Impact Test per FBC, TAS 201-94 • • • • • 3) Cyclic wind Pressure Loading per FBC, TAS 203-94 •' • • • • ' • •' • •MbM, with marked -up drawings and installation diagram of an aluminum single hung • • • • Mow, prepared by Hurricane Engineering .& Testing, Inc., Test Reports No. HETI- �...., •'•••; •,Q 253dA and HET"9-2530B, dated 03/02/09, signed and sealed by Candido F. ' • • : • • • • • • *Y@,&*, P.E. (Submitted under 1VO4 No. 09-0706.09) • • • • • • • • 2. *FSrreports on: 1) Uniform Static Air Pressure Test, Loading per FB C TAS 202-94 """ 2) Large Missile Impact Test per FBC, TAS 201-94 ...... . . • • • • • ; . . 3 j Cyclic Wind Pressure Loading per FBC, TAS 203 -94 dZoeg with marked -up drawings and installation diagram of an aluminum single hung • • • window, prepared by Hurricane Engineering & Testing, Inc., all Test Reports No. HETI-08-2003C, HETI-08-2004A, HM-08-2060A & B, IIETI-08-2061A & B, HETI-08=2062A & B, HETI-08-2063A .&B, HETI-08-2064A & B, dated 03/15/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0325.17) 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) Lame Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind. Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. F'TL- 2987 and F.TL-2986, dated 04/0.3/01 and 03/27/01, all signed .and sealed by Luis Antonio Figueredo,. P.E. (Su bmitted under NOA No. 01-1009.01) .C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., datedi05/28/09, revised on 01/19/10, signed.and sealed by Thomas J. Sotos, P.E. (Submitted under NO-4 No.11-0765.09) 2. Glazing complies with ASTM E1300-09 Sifang Zhao, P.E. Product Control Examiner NOA Na. 17-1212.21 Expiration Date: December27,2021 Approval.Date: February 01, M E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17•gxpiring on 07/08/19. • . . .... ...... 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical CongpM� (MA) •; for their "Sailex Clear and Color Glass Interlayers" dated Q9W117, exp`1iiii'g on """ 05/21 /21. """ .... . ..... F. STATEMENTS • ...... ... . ..... 1. Statement letter of conformance, complying with FBC-61h rditio'n (2017). Md of na• •; • financial interest, dated November 17, 2017, issued by njann?jcturer signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated 05/28,109, is-%L i by mar ufacturQr, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NO.4 No. •1'1 b705.09) 3. Laboratory compliance letter for all Test Reports No. HETI-09-2530A & B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.09) 4. Laboratory compliance letter for Test Reports No. HETI-08-2003C, HETI-08- 2004A, HETI-08-2060 A & B, IIETI-08-2061A & B, HETI-08-2062A & B, HETI-08-2063A & B, HETI-08-2064A &B, issued by Hurricane Engineering & Testing, Inc., dated 03/15/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0825.17� 5. Laboratory compliance letter for Test Reports No. FTL-2987 and FTL-2986, issued by Fenestration Testing Laboratory, Inc., dated 04/03/01 and 03/27/01, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 01-0406.08) G. OTHERS 1. Notice of Acceptance No. 16-1003.01, issued to Lawson Industries, Inc. for their Series "SH-7700 (Flange Frame)" Aluminum Single Hung Window — L.M.I.", approved on 12/15/16 and expiring on 12/27/21. Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.21 Expiration Date: December 27, 2021 Approval Date: February 01, 2018 E - 2 INSTALLATION W 4 NAIL AT (D NOW PER (C) FRANC .LAN XT. L INT. FALSE COLDNUL (r UNTDG ARE APPLIED V/ VtNlD01TMiLTI vIDTN / SILICONE AND ARE VAILANX AS OPTIONAL. 48" z 78• EQUAL LITE ELEVATION • INCUIDES V N-EQUAL LITE AND RADIUS HEAD (LIMITED TO LOADS ON SHEET 4 OF 5) General Notes: INSTALLATION ANCHU .-- (A) 4 MAX AT MANE HEAD ON NbE PCA FRANC SILL (0 rRANE .NOS (SCE SLEET ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . MST DTI 0) NOE P q)•TRAIE d' • i A C' EXT. L INT. FALSE COLONIAL C' NIINTINS ARC APPLIED V/ V/ SILICONE AND ARE72.120' VMIOV IUCX VIOTN AVAILABLE AS OPTIONAL. VDomv I" VIITN UN —EQUAL LITE RADIUS ELEVATION UN —EQUAL LITE ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 6) (LIMITED TO LOADS ON S= 4 OF 5) SERIES-7700 SINGLE HUNG IMPACT WINDOW — FLANGE FRAME 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIIREMENTS OF THE FLORIDA BUILDING CODE (2014-6Lh Edition & 2017-61h Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVH'L) AND ASTM 1300-09. THIS PRODUCT L3 IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF THIN P.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SUM ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED ON SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUIDING OFFICIAL 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED I<SREIN (SEE SHEET /3), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET /3). 6.) SEE SHEET 3 FOR LACY DETAILS & OPTIONS. 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. 9.) E3CT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET /2 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC CHAPTER 24. SECTION 11.3.3.3. 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF FIAMI-DARE COUNTY APPROVED WINDOWS USING A FIAMI-DARE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THIN ENTIRE MULLED SYSTEM. 13.) SEE SHEER / 3 FOR MMLION/M TAL ATTACHMENT DETAILS & OPTIONS. 14.) ALL IMAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHAH. MEET THE FLORIDA BIDE. CODE. OGTALLATIM W 4 NUL AT Co NONE PCR (b FRANK .NN EXT. LINT. FALSE COLONIAL MRNTINS ARE APPLIES V/�, V/ SILICONE AND ARE AVAILABLE AS OPTIONAL, v[NIDV tNupc VIDTN EQUAL LITE ELEVATION (LIMITED TO LOADS ON SHEEP 4 OF 5) rNOMCT REVISED Q wNA the F'+I'{w2�WR £xD bmN EIFCj 1 By Miwil Dade f40elltt CbrtOd In N Ln 4 It U. O 1/4' TAPCON W/ 1 1/4' ALL VODD BUCKS ENGINEERED SEPARATELY — MIN. EMBEDMENT INTO CONC. L TO BE REVIEWED BY BLDG, OFFICIAL (TYPJ (SEE ELEVATION AT SHEET RI FOR MAX. FASTENER SPACING) P.T VOGD BUCK NOT 8Y LAVSON INO. MUST SUSTAIN IMPOSED LOADS 1 1/8' MN D f`yyy 3�•�.ht •�.a •'•♦EMBEDMENT mod: EXTERIOR 3 Y O$ C V EXTERIOR PERIMETER SILICC1E ADHESIVE 1 BEDDING COMPOUND LAMINATED GLASS 4 INTERIOR MEETINGRAILS 18 EXT. GRADE CAULK---. O 1 14 S.N.S. W/ 1 1/4' MIN. EMBEDMENT IN70 VOOO. (SEE ELEVATION AT SHEET 41 FOR MAX FASTENER SPACING) SILICONE ADHESIVE �I BEDDING COMPOUND /I A.1% n 114TERIOR EXT. GRADE/ i O $14 S.MS. Vol 1 1/4' MIN. EMBEDMENT INTO VIM (SEE ELEVATION AT SHEI FOR MAX FASTENER SPAS EXT. G CAULK EXTERIOR GLASS PT, WOOD BUCKS C C O O P:- u � O ' 1/4' TAPCON W/ 1 1/.1 MIN. E IEllHENT INTO CONC. H 10 G) 03 19 ` (SEE ELEVATION AT SHEET 41 FOR MAX FASTENER SPACING) �o O , DP o MlC4a = o e 12 B 1/4' MIN ! 1/B' MIN. '. EDGE DISTANCE ., Z O go 2 G G C ~ ` a�'+Z-iA-± a� e EXTERIOR GRADE L PERIMETER CAIR.KING ' FRAME V:DFH G o WINDOW DISTAUATTON NOTES: c 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED V/ AN EXT. O _ GRADE CAULK THRWOWT THE ENTIRE PERIMETER Or FLANGE G BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER DF THE WINDOW FRAME TO I5I� c BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK (� t BY OTHERS (TYP.) • WHEN THE CAP BETWEEN THE •TNDOM FRAME AND THE BUCK OR < 0 MASONRY IS LESS THAN 1/8'• SHIMS ARE NOT REQUITED. i ASCII= NOTE: ANCHORS TO BE •12 SMS OR VD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO COMC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR yy C R QUANTITIES REWIRED) R •• •i• • • • • • •• 4' MAX. • •• • • • • ••• • SHIM • • • • • • • • • TYP •• ••• •• • • • •• • ••• • ••• •• • • • • • • • • • • • • • •• • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I©I PRODU(.T REVISED 01 9vdd in wiOM(h.TTo(do 7dCANIC q (� N O O' Aceepmoe No 17� I .4� i.T Pn ay ik1_bwk0CCS d••V Q t Z+ Y o �L Mimtl Dade PID0,10 coo" o °• �„ �� 8 4 11 •saacv4E OPTICu •• DOV COINING N9 wrcc-NDIICHEAD 1731 TAOCD SPECTWX 2 CAW GLAZRHfi tIEPTN LAMATM CLASS CO ON - TYPE 2 TI01 CIAO DOIIlOS/O4 OtTATL umat I 2 I/M ANEALCD GLASS CAW PLASTIC INTCAAYER SAilElt PN y Gstw4n ] VO• ANNEKCD GLASS I 41H1• J CiNnHCAI LAMINATED GIASS C0111POST1704 -TYPE 3 TitY CIAO unow" M URAO. LM@Uit 1 IIV ANNEALED GLASS t CAW APLAS7IC UNTCIAATR O• - - NAwny AwerlcA, Inc. a I/NETLEc GLASS 1 aaHv I"INATZD CIASS COMPOSITION - TYPE 4 ROI CLLO :a Otad - I aae• ItlIL'1A1L t 2 1/t• ANEALED A—L0 C QASS CDae• PLASTIC IMp.AYER Kwiay A•++'1Ca. Inc. 7 1 TIC ANEAIED MASS LAMINATED CLASS COMPOSITION ITOI als EtTL,neATw DETAIL IAImnTt DRSCIEIW 1 1/O' MCAT-STN0101700 GLASS - I w• TROS•'OL M by KvnrAy A,rT1eA, Inc. : 41ElO' PLASTIC IINERLAYCA ] 1/R' MCAT-SIRCNOITDO MASS 11 3 TLKxK trnttnri _ UW mdRNO Hf SOPfI-MOOCAD 97ay 24 iROCD SKC7Ru4 t DiOY GLAIDIG DEPTH INSUIATED L&MMTED CLASS COMPOSITION TYPE D 120I CIAO BSMC FZIW DRa6 IAImM7[ 1 W HEAT-STRENO1iOC/ CLASS t DON' PLASTIC INTOLAVR G y4• T llm I'lly 3 1/0' NEAT-STRENOHTENED GLASS - - _ KG y 4—k� Inc. 4 1/4• LMILATED AIR SPACE D IM NILALEI GLASS svTATEO LAMINATED cuss COMPOZITION TYPE 7 IInI C4St MCMD"M DITAM IAMMASIT I VW 09CAUta MISS 1 2 . PLASTIC 1(fOLAYR Lr SAPLU PN by 3 VM ANEALED GLASS -c-_ _ _T GAMen CY—"" cp, 4 1/4• UGLAIED AU SPACE D VW ANEALED MATS I aan• GLAZING DETAILS AND OPTIONS NOTE: WINDOWS WITH CLASS TYPES 'S dt 7' INSTALLED ABOVE 301t IN THE HVHZ, THE I.C. IN THE EXTERIOR 117E SHALL BE TEUPERED TO COMPLY WITH THE SMALL WMILE IMPACT RESISTANCE REQUIREMENTS (PBC-2017. Chapter 24 Section 24t1.3.3.7). . .. .. ago . .. .. . . . . . . . . . . ... . . . . ... . . 614 S.M.S. V/ 1 1/4• NLN. C.SCUlENT INTO V00a (SEE ELEVATION AT SLEET 01 26) FOR MAX FASTENER SPAC[NFJ ��, nA�c " ,,,, • • • TH.H inoa I R • • • • • • • WTERIGR FMS4 • • • • • • OT OY LAWSON 1NDUST47IE2. • • • • • • .. ------ ---------•'--•----'R--- • so EXT. GRADE 2ACK DEDDII• 25 21 TD IE APPLIED RDCHD VMDOW TRA4E FLANGE BY 2x ix I IMTALL" (TYR) • • • • • 5 • • • • • • • • *„RE A • • • : • ; Q I� (3.ATF�I AND SWEEP) OPTIONS n OTHERS Gm 1 1/4' HIN. 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE - LACKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CA)d LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. r EXTERIOR 3. TWO (2) LACKS ARE REQUIRED PER EACH VENT. rXT. GRADE PCEGETCR ►4 CAILHID�p ran Iry tAvsDl OATRIE2•. TO DE APPLIED UT OTTERS ITT►) TO RE SPECIFIED TN ANOCrEct OR 0.0 cEXTCRTOR FINISH by OTIERSI HOT BY LAWSOI D.USTRICS, M WOOD FRAME INSTAILATION DETAIL. KUMDAM MULLMN SEE MULt10N APPROVALS FOR D 12 x 3/4• S.O.S. r APPRWKS FOR MUt110/4 TYPE. SIZE '� FLAT DEAD, PHILLLPS. E, SIZE AND MAX. DE51GN PRESSURE UMOATgNs. (SEEELEVATION AND SURE U1aTATONS. (ALUM. 0.078• ICN. THICK) ADNDTAABSETENERSQUANTIIITY INTNOTE: THE LOWER PRESSURES OF SINGLE ROTE: THE LOWER PRESSURES OF SWGLE 1/4• lDYx, NU1C Wta00W OR MIAI. SHALL GOVERN HUNG WINDOW OR MULL SHALL GOVERN SHIN INTERIOR / lz S.D.S. x 1 T//4• L / EE ELLV. FOR SPACING f , NOTE: 1. ALL STEEL IN CONTACT WITH i KUSI. 70 8E PAINTED OR PLATED. 2. METAL STRICTURES: A) STEEL : Fy . 36 KSI WN. (STEEL 11 CA TAN. THICK - 0.0467 EXTERIOR SEALANTwN400w FRAME B) ALUMINUM : 6063-T5 Num.EMERtEGRADE @ T EXTERIOR (ALUM. 0.076' MIN, THICK) PERIMETER CAULKING F'A1 FRAMF. MULLING DETAIL. METAL STRUCTURE ATTACHMENT DETAIL F PRODUCTREVrEO neR� � i4A d1c Fhn'da Acceptamm � I Evusdm Mimi Dade ProAHa Cwed DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W13H VENTS WINDOW Jamb Anchors + / - Pressures (psn Glass Type 4 Glass Type 5 Glass Type 8 WIDTH HEIGHT 19.125 50.626 8 50.0 80.0 80,0 26. 50.625 60.0 80.0 80.0 37 50.625 60.0 80.0 80.0 42 50.625 50.0 80.0 80.0 48 50.625 60.0 80.0 80.0 53.125 50.625 60.0 80.0 80 0 19.125 59 8 60.0 80.0 80.0 26.5 59 60.0 80.0 80.0 37 59 60.0 80.0 80.0 42 59 60.0 80.0 80.0 48 59 60.0 80.0 80.0 53.125 59 60.0 80.0 80.0 19.125 63 6 60.0 80.0 80.0 26.5 63 60.0 80.0 80.0 37 63 60.0 60.0 80.0 42 63 60.0 80.0 80.0 48 63 60.0 80.0 80.0 63.126 63 60.0 80.0 800 19.125 74.25 8 60.0 80.0 80.0 26.5 74.25 MO 80.0 80.0 37 74.25 60.0 80.0 80.0 42 1 74.25 60.0 80.0 80.0 19.125r78 60.0 80.0 80.0 26.5 600 80.0 B0.0 37 60.0 80.080.042 59.0 79,0 78.0 DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W/ 4H VENTS WINDOW N Jamb Anchors + / - Pressures (p4 Glass Type 4 Glass Type 5 Glass Type 6 WIDTH HEIGHT 19.125 59 6 60.0 80.0 80.0 26.5 59 60.0 80.0 80.0 37 59 60.0 80.0 80.0 42 59 60.0 80.0 80.0 48 59 60.0 80.0 80.0 53.125 59 60.0 80.0 80.0 19.125 63 6 60.0 80.0 80.0 26.5 63 60.0 80.0 80.0 37 63 60.0 80.0 80.0 42 63 60.0 80.0 80.0 48 63 60.0 80.0 80.0 53.125 63 60.0 80.0 80.0 19.125 74.25 8 60.0 80.0 80.0 26.5 74.25 60.0 _ 80.0 80.0 37 74.25 60.0 80.0 80.0 42 74.25 60.0 80.0 80.0 53.125 74.25 60.0 80.0 80.0 19.125 78 8 60.0 80.0 80.0 26.5 78 60.0 80.0 80.0 37 78 60.0 80.0 80.0 42 78 59.0 79.0 79.0 DESIGN LOAD CAPACITY (PSF) - EQUAL LITE WWDOWS DOW g JambT Anchors + / • Pressures (pso GlaesType 3 GlasaType 4 GlaacType 5 Glass Type 6 Glass Type 7 HEIGHT 28 4 80.0 60.0 80.0 80.0 80.0 E26.5 26 80.0 60.0 B0.0 80.0 800 26 80.0 60.0 80.0 800 80.0 26 80.0 60.0 80.0 80.0 $0.0 26 80.0 60.0 80.0 800 80.0 26 80.0 80.0 60.0 90.0 80.0 50.0 19.125 38375 4 80.0 W.0 60.0 80.0 80.0 80.0 26.5 38.375 80.0 80.0 60.0 9D.0 80,0 80.0 37 38.375 80.0 80.0 60.0 BDV 80.0 W.0 42 38,375 80.0 W.0 60.0 80 0 Soo 80.0 48 38.375 80.0 W.0 W.0 8D.0 90.0 00.0 53,125 38,375 80.0 80.0 60.0 W.0 W.0 80.0 19.125 50,625 6 80.0 W.0 W.0 80.0 W.0 80.0 26.5 50.625 80.0 W.0 60.0 80.0 80.0 80,0 37 50.625 80.0 80.0 60.0 80.0 80.0 60.0 42 50.625 80.0 80.0 60.0 80.0 W.0 W.0 48 50.625 W.0 80.0 60.0 80.0 80.0 80.0 53.125 50,625 80.0 80.0 60.0 60.0 800 $0.0 19.125 59 6 80.0 80.0 60.0 80.0 1 80.0 $0.0 26.5 59 80.0 80.0 60.0 W.0 80.0 80.0 37 59 80.0 80,0 60.0 W.0 $0.0 80.0 42 59 80.0 80.0 60.0 W.0 80.0 80.0 48 59 W.0 80.0 - - - 80.0 53.125 59 80.0 50.0 50.0 19,125 63 6 W.0 800 60.0 80.0 50.0 80.0 25.5 63 W.0 80.0 W.0 W.0 80.0 W.0 37 63 80.0 80.0 60.0 80.0 W.0 W.0 42 63 80.0 80.0 60.0 80.0 W.0 60.0 48 63 80.0 80.0 80.0 53.125 63 80.0 80.0 80.0 %125 74.25 1 8 80.o 80.0 60.0 $0.0 W.0 W.0 25.5 74.25 W.0 W.0 60.0 80.0 80.0 W.0 37 1 74.25 .0 80W.0 80,0 80.0 42 74.25 80,0 80.0 48 74.25 80.0 W.0 - 80.0 80.0 53.125 74.25 74.0 77.0 19.125 76 1 8 800 60.0 60.0 W.0 80.0 50.0 26.5 78 W. 80.0 600 80.0 80.0 80.0 37 78 80.0 80.0 80.0 42 78 79.0 79.0 79.0 48 781 71.0 71.0 71.0 rin n4v p� Wi* ue Flcrid, A-ftpcwt No Is•tt 0 BY / / • / • i • t" Mtaai Oed Avdoa Co•uel APPROVEn CONFIGURATIONS -EQUALLITE ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a o � ' „2 c 'o y M � � O b V �+ m o o b uj Z O c o Z ao 1 0. � � o I U 00, O a � 1 4 FRAME HEAD L-7701 L —T .1144 .5alr n�z LiI l� ( sm-7s A"Im x ) FRAME SILL L-7702 FIXED MEETING RAIL L-7704 FRAME JAMB L-77("% C VENT INTERLOCK RAIL VENT BOTTOM RAIL VENT JAMB RAIL O OS( 0008-7a uetatw 1 © ( OM-n ) L-7707 O( aOI3-n WaMN ) 075-1 ece aaoo 2�2 R i1 sar I .ocz 1.1(s VENT SPRING LATCH GLAZING BEAD GLAZING BEAD GLAZING BEAD L-7539 L-7708 L-7711 L-4204 roll .Oa2 (000-75 ulJluNx) t eoa-fa {tixanet) (MU-w ALUMM' —Ii—I 45o 11 B BOB L �.q77]—,T .773 ] J-- A9e �]] ( em-is WAMV ) ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . r O 1 FRAME TOP COF41Z • • U FP,AME BOTTOM CORNER to -�, VENT TOP CORNER 8 VDff A a.L Mrt T(M+ Ral BILL OF MATERIALS 2BM tAIY[ ICEQD.•- DESCTtt TION REMARKS el L-7800 01 • " FRAME HEAD 6063-T6 ALUMINUM 2 b-780e? 1 • FINFROME SILL 6063-T6 ALUMINUM 3 -7 2 IN NAME JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-176 ALUMINUM 5 L-77DS 1 VENT MEETING (TOP) RAIL 6063-T6 ALUMINUM • Ie-7i06 •1 • VENT BOTTOM (LATCH) RAIL 6063-T6 ALUMINUMY • -7 7 ANT JAMB (SIDE) RAIL 6063-T6 ALUMINUM • 70 tj E D. jiAJING BEAD ( 3/8') 6063-T5 ALUMINUH 9 FS-006 AS REWD. FRAME ASSEMBLY SCREWS 08 X 3/4' P.M. PHILLIP !0 FS-040 AS REOD. INSTALLATION SCREWS N14 X 1 1/4' F.H./PHIL 11 L-7531 AS REO'A BULB VINYL WTS'P 1/4' DIA. BULB 03033 12 PWS-003 AS REO'D. FIN SEAL VEATHERSTRIP .187'x.230' 13 PVS-005 AS REO'D. FIN SEAL WEATHERSTRIP .187'x.350' 14 PVS-009 AS REO'D. FIN SEAL WEATHERSTRIP .187'x.310' 15 HC-024-1 2 SELF ADHESIVE PILE PAD t/4' X 1 1/2' 16 L-7711 AS REO'D. GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM 17 L-4204 AS RE0'D. GLAZING BEAD - RADIUS 6063-TS ALUMINUM 18 L-7723 I SASH BALANCE CAM/GUIDE (2 X VENT) 19 L-7725 2 RIGID VINYL SASH STI3P (Z X FRAME) 20 L-7727 2 BLOCK L TACKLE BALANCE BSI Balance Systems 2l L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM 22 L-7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL 23 x AS REDID. GLAZING SILICONE SEE GLAZING 8 SHT. 3 24 ■ 2 1 LanMnted Glass SEE GLAZING DETAILS 25 HC-057-1 2 VENT LIFT LATCH MOLDED NYLON 26 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON 27 x 2 FRAME SILL FOAM GASKET SELF ADHESIVE 28 HC-026-1 1 SCREEN FRAME & MESH 29 L-7730 1 PRODUCT LABEL 30 x f x x 31 SM-5504 AS REO'A JOINT SEALANT SM-5504 32 ■ JAS REO'D.1 PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL P-tC DUCT M£VISLD QaBe�3ttsyC.ia -Ah M. Florida --� 1 D Mid Dada P d=Caewtt E E! CAiIs w LL 7lg N Q G Q W Q S I MIAMwDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 _NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Lawson Industries, Inc. 8501 NW 90 Street .... Medley, FL 33166 • . . .... 0 ...... SCOPE: . This NOA is being issued under the applicable rules and regulations governing {ie use of'c*drfstructiM. •. • materials. The documentation submitted has been reviewed and accepted by Mi �3 County RER:-....: Product Control Section to be used in Miami Dade County and other areas wherd p&oed by,the•t -uthority� • • Having Jurisdiction (AHJ). • •; • •; 666 • 0 • • : •. • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Geunty Produat.Control.... Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami-Dacr(!Od�ty) reserve the right . to have this product or material tested for quality assurance purposes. If this ploducf or materiZ.fails to • • • • perform in the accepted manner, the manufacturer will incur the expense of suc9 testr� % and'the AHJ mU • .„ immediately revoke, modify, or suspend the use of such product or material within their jurisdt*etion. REZZ 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 Nvitl-i the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "HS-8700 (Flange -Frame)" Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets I through 10 of 10, dated 05/30/09, with revision D, dated 11/01/17, prepared by manufacturer, and 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 unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 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 No. 17-0222.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. MIAMI-DADECOUNTY U1126/Z0/15 ymmfn .. P NOA No. 17-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 02-0227.05) ....2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact *:*Gee • • • • • 0 ,-Tirgiow", sheets 1 through 10 of 10, dated 05/30/09, with revision D dated 11/01/17, . • . •' .: Feared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. . . . ...... .... • • •... B. VESTS... 0 .... • 0.0 0.1. • •'FeR 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 2411.3.2.1, and TAS 202-94 • • • " • • e4ong with marked -up drawings and installation diagram of an aluminum horizontal • ,•.••. •slitiing window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by • Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3049 and HETI-10-3051, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC 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 & Testing, Inc., Test Reports No. HETI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10-3130, HETI-10-3223 and HET-10-32257 dated 03/23/1.1, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 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 drawings and installation diagram 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 & Testing, Inc., Test Reports No. HETI-10-3048, HETI-10-3049I, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, HETI-10-3224 and HETI-10-3226, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11 -0 705. 10) 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 an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 11-0705.10) Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.17 Expiration Date: April 11, 2022 Approval Date: I'ebruary0l, 2018 E-1 Lawson Industrieg, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Aix Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS.302-94 3) Water Resistance Test, per FBC TAS 202-14 • • • • • • • • • • 4) Large Missile Impact Test per FBC, TAS 201* 94� : • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS:Q3-94 • b Forced Entry Test, per FBC 2411 3.2.1 TAS-30-2-94 along with marked -up drawings and installation diagram of 8 spdeh3 ens • • • • • of an aluminum horizontal sliding window, XO configuration: pre0Au ared by'rlicane • • • • Engineering & Testing, Inc., Test Reports No. HETI-08-203-3..IJL'f 1-08-2014 •: • HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2438, I,IETI--08-2116A ....:. and HETI-08-2116B, dated 02/28/08, signed and sealed by Candi ft F. Fent, P..F-. • • • (Submitted under NOA No..09,07..06.03) • 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, 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. FTL-3097, FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/02, respectively, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared.by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas-J. Sotos, P.E. (Submitted under NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their .••••. "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring •�•••• •••• ••e d7/08/19. • • �; • 2. ..1.,"ke of Acceptance No. 17-012.05 issued to Eastman Chemical Company (MA) �; • • • • • 4aptheir "Saflex Clear and Color Glass Interlayers", expiring on 05/21/21. F. STATfnNTS ..... . ... ; 1. .. •. f4cment letter of conformance, complying with the FBC 61h Edition (2017), dated • '. • -November 17, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. • • • • • •; • ��. ' Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas :....: • *J. S4tos, P.E. (Submitted under NOA No. 12-0127.08) • • ; • , ,3. • Laboratory compliance letter for Test Reports No. HETI-10-3047, HETI-10-3048, HETI-10-3049, HETI-10-3049I, HETI-10-3050, HETI-10-3051, HETI-10-3052B, HETI-10-3053, HETI-10-3056, HETI-10-3057, HETI-10-3130, HETI-10-3131, HETI-10-3223, HETI-10-3224, HET-10-3225 and HETI-10-3226, all issued by Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P.E. (Submitted underNOA No..71-0705.10) 4. Laboratory compliance letter for Test Report No. HETI-10-3251, issued by Hurricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under NOA No. I1-0705.10) 5. Laboratory compliance letter for Test Reports No. HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) 6. Laboratory compliance letter for Test Reports No. FTL-3097, FTL-3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, 12/11/01 and 01/28/02; all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 17-0222.14, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange -Frame) Aluminum Horizontal Sliding Window - LM.I." approved on 04/ 13/17 and expiring on 04/11/12. Sifang Zhao, P.E. Product Control Examiner NOA No.17-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 E-3 NOTE: o) I I XO 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS 'A. Al. B, & 01" REFER TO SHEET 03 3) FOR HORIZONTAL CROSS-SECTION DETAILS •C. D. & E• REFER TO SUCET 14 4) REFER TO SMELT 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 00 ICAm XOX-Erulal Lite (1/3-1/3-1/3) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS •A. At. 8. & Bl' REFER TO SHEET 03 3) FOR HORIZONTAL CROSS-SECTION DETAILS -0. k E' REFER TO SHEET 15 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. A AAI $QX - Un-EQual Lite (1/4-1/2-1/4) NOTES: Ij REFER TO SHUT 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS 'A. Al. 9. & 01' REFER TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS 'D. & E' REFER TO SHEET (5 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES, SERIES-8700 HORIZONTAL SLIDING IMPACT WIND0IY APPROVED ELEVATIONS General Notes: y ` iJ THIS WINDOW SYSTEM IS DESIGNED AND TESTED To COMPLY WITH THE REQUIREMENTS c o OF THE FLORIDA BUILDING CODS (2014-5th Edition & 2017-6th Edition. INCLUDING10 o ClZ HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS e u y 3 IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED $O THAT THE BUILDING . RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFFICIAL. a 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON o i r. ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.). AND AS TABULATED ON SHEETS 6. 7, or 8. Z =o o U 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE SITE SPECIFIC SEPARATE APPROVAL AND p o '3 ENGINEERED ON A BASIS, UNDER TO BE REVIEWED BY BUILDING OFFICIAL = a C, z i 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES j V n TABULATED HEREIN (SEE SHEETS /6. 7, or 8). AND FOR USE WITH DOUBLE GLAZE 7- LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET's 16. 7 or 8). j c c 6.) WINDOWS WITH GLASS TYPES 'A. C. OR G' INSTALLED ABOVE SOFT. OD; i IN THE HVHZ, THE LG_ EXTERIOR LITE SHALL. BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR CLASS TYPES. •XO z c :4 9) SEE SHEET 6 FOR DESIGN PRESSURES ON or OX' WINDOWS. O la,O 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE 'XOX' WINDOWS. c m C o 1'.1 SEE SHEET 3 FOR DESIGN PRESSURES ON UN -EQUAL UTE 'XOX" WINDOWS. O o 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3. 4, or 9 C x a 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE F 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED 4 C, (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET /3. 4 & 5 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC CHAPTER 24 2 w SECTION 11.3.3.3. ((( x 6 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. . !C.) !ICE SHEET J 5 FOR MULLION/METAL ATTACHMENT DETAILS. NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADS COU.NTY APPROVED $ WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE E Y ENTIRE MULLED SYSTEM. 18.) ALL MLTAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE FLORIDA BLDG. CODE. L` j 6 00 y C �yyy{ < : 6° • •• • • • • ••• • :^� p PRODL/CTREV! • • • • • i M-w_ FroaKT Cb1Iry1 ..• . • . . ..• • . • • . . • • . • . . • .. .• • • . .. .- ••• • . . .•• . - TEST UNIT size 111' x 63- # INSTALWTION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.E (0) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) (C) S AT CA. FRAME JAMB •SEE CENTRAL NOTE 13 Sc /4. r- TEST UNIT SIZE: I11- x .3- — INSTALLATION FASTENERS RA# (A) 10 AT FME HEAD (14 AT FRAME HEAD IF DP ABC (0) 10 AT EA. FRAME SILL (14 AT FRANC SILL IF DP ABOV (C) S AT CA. FRAME JAMB *SEE GENERAL NOTE 13 It µ 83 3/8' OVERALL FRANC VIOnI 84 3/8' INTERIOR FRAME VIOTH H • A A EC. R. J"" A4CHOR AOTES ' 1. SANE ANCNOR SPACING AT 14CAD L SILL w R> z TADDITIONALANC"EPS REOUIREB E ST. t IMr, fAl. `ICOL IAI S"SjCpI AN AT KETIN* RAILS fa LLNITs %im DI 41CVE -Wsr , - 73PSr (4 TOTAL) AVAILRLLLE AS �TIONN. 'XOX- WINDOW EQUAL LITE AApp ��[[�� PIPvCRTICAL CROSS-SECTRN DETAILS 'A. Al. L t ITAT SHEET 43 ' E. SEE HORIZONTAL CROSS-SECTrON DE!AR.S 'C. D. L E' AT SHEET AS TFST UNIT SIZE: 74- x 63'— INSTAUATIOM FASTENERS- (A)s AT FRAME HEAD (0 AT PRAMS HEAD IF DP All • AT EA. FRAME SILL (• AT FRAME SILL IF DP ABC (C) S AT EA. FRAME JAMB •SEE GENERAL MOTE 13 k /� .L( L%_A.OIS) 111' OVERALL FRAME WIDTH /E T0.0 110' INTERIOR FRAME WIDTH rvD ADBIT.•�tAL ANCHORS acoulR[s Ai "" RAILS i 70.0) A Ai "G f0Q IP•TS 14 1 IL• ABOVE a ,- 70PSf a rOTAU S"I e u�,, D.LD. VS uo •. D. -O..I A Y A1L�C I q • Z4 !/s • r 4 •1 ... V-A O a R � � I ,• 1 8 1: -:i)see qi:• B B1 11114• ANCHOR NWES, L SAME ANCHOR SPACING AT HEAD t $ilt\ / SET. l INi. fµ$E CQDVIAL NUITINS ARE APPLIED v/SILiC�i A"D ARE AVAB.ABLC B. rw ADprldAL ANCHORS RE00MtED Ai AS 0►TIdML. A, II"G BARS FOR 1.`4TS VIT)1 DP A E .7DPSr / - 7SPSF (4 TOTAL) "XOX` WINDOW — UN —EQUAL LITE cIEa L SEE VERTICAL CROSS-SECTION OCrAILS 'A. At. 1. L Bl- AT SHEET 43 2. SEE HORIZONTAL CROSS-SCCTION CETALS 'C. D. L E- AT SHEET 15 ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . 0 % ... 14. OVERALL FRAM: VIDTH • • rE 70.0) mo 1+--•--- )60 PITERIAR FRAME VATN • • •• S /LCy ni)VC RAC•'CyD� Rw(ecNcM)R�It7NS fOOCFAT•W• An • U rA•••w L1 to a� o~ • • • • • Nt D.L.O�y��•• 'T • i( •: • !OE *0 • zl B B i i 13 v4' ac L SAME Awr.R YAE INO AT HEAD l SIL`� l C%T L INi f E OMAL ANCHORSREVwt �TVO+[crvrc A A. I , .' s rim DP ADOVC ./- 7DISf (4 TOTAL) "XO" WINDOW EQUAL AVAILABLE AS OPTIONAL LITE 7 w1TEs: ( -Ox- REVERSED ) 1. SEC VCR ICAL CROSS-SECTION DETAILS 'A. At. B. L III- AT ¢CET A3HORIZONTALZ. SEE HORIZONTAL CROSS-SECTION DCTAILS -C. D, t C' AT "Cl 04 SERIES-8700 HORIZONTAL SLIDING WINDOW y;y Y g 9 998 FLANGE FRAME ELEVATIONS — L.I. wNus) (J o { a[ F y4t))). •er.. .. ............ PRODUCTRE-V15fD B• 4'moy*A�(RI O• FIma n•'4 4� LL 'D; rre' O BWMwS ea& Expragan Dow gd� O < By Af1•m Pw&"C•R•el••....fir- L��� " rm 1/4' TAPCO,N V/ 1 1/4' MIN. EMBEDMENT INTO CON( (SEE ELEVATION AT SHEET 02 FOR MAX. FASTENER SPACING) u u (iJ i EXTERIOR z Y X J5. m• V (U W � ='O m C 4 K ' —1. ALL WOOD DUCKS ENGINEERED SEPARATELY L TO BE REVIEWED BY BLDG OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM MIN. a °d IENi° a o d )/4' PAX. SHIM SPACE (TYP.) CLEAR SILICONE ADHESIVE EEDDING COMPOUND 34 14TERIOR HATED GLASS STUCCO OVER METAL LATH NAILED TO 014 S.M.S. W/ 1 1/4' EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WOOD TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET 02 (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) NOT BY LAWSON INDUSTRIES, INC. TIR 2x �szs TYP. CAULK�/NG NO C BYADE --� 1"Ll=l ' III `SHIM SPACE 'LAWSON INMTRICS'. (TYP.) TO BE APPLIED BY OTHERS (TYP.) EXTERIOR IIIF 41 INTERIOR ALTERNATE DETAIL WOOD FRAME INSTALLATION DETAIL WINDOW INSTALLATION NOTES: L THE WINDOW FRAME FLANGE TO BE BACK -HEDGED W/ AN EXi TO GRADE CAULK THROUGHOUT THE ENTIRE PERIPETER OF FLANGE SILL RISER - OPTIONAL BY VINDOV INSTALLER (TYP) APPLIED WITH SILICONE 2• THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO SEE BP CHARTS ON BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK SHEETS 04, OS, L 0& BY OTHERS (TYP.) • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8-, SHDIS ARE NOT REQUIRED. A[dCHOR \0 ANCHCjq$F?U tL 0,,2 MS•CR �. SCREVSi INKO•VODD, OR 1/4• T•APCONS or•AP� OED•CM. *AS9ENPRS INTO CONC., �' WITH A j(&ER TL OL L i/:BICS f LPm * TIT4T WOOD OR CON(. (RE•ER T04LOA1D TABI[S iQ�'•DWNTITiEj REOUIRED) • a e 1/4 MAX SHIM SPACE •14. 4 A e (TYP.) d ._. 1 1/4' MIN. PRODUCTREVOW ° iq EMBEDMENT 4PhvsYriGtsOFlQide o 4d. • • • • • • • • •rtldM((B •Ad Ad a e a d d • • • • • -IL.17 IL L,19• a 1 1/8, MIN. • • • • • • • • EDGE DISTANCE1 • • • • • • • • •/r r� see 0 n OPTIONAL SI[., INSTALLATION DETAIL AT "XO or OX" ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • i Z � a 0 in � � 0 O o U r v if O t) I s � Z LL �w 1. ALL WOOD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS 6 TO BE REVIEWED BY BLDG, OFFICIAL (TYP.) BY OTHERS (TYP7� 2. WOOD BUCK AND FRAMING (NOT BY LAWSON -.1— -- B INDUSTRIES) THE GLA2 GLAZING SYSTEM IN LOADS IMPOSED 014 SAS. V/ 1 1/4' MIN. EMBEDMENT INTO VCOD. (SEE ELEVATION AT SHEET 02 FOR MAX. FASTENER SPACING) 2X 1 1/4' MIN EM EN' 1' MIN. EDGE DISTANCE Y««etttte««««<u ««utttw�Er<«u MN>�N)Ws+ANM�S)1 EXTERIOR WALL FINISH 7NA!.LED10 BY OTHERS CTYP.) STUCCO OVER FETAL LA EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR CC. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES. INC. ';PA 23 LAMINATED GLASS MA33 SILICONE ADHESIVE wacE BEDDING COMPOUND n _ INTERIOR E 4 EXTERIOR 18 t9 — EXT. GRADE PERIMETER O CAULKING NOT BY QBE APPNCUDTBY OTHERS (TYP.) 73' MAX. 30 31 8 8 22 21 5 LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LACKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LACKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LACKS ARE REQUIRED PER EACH VENT. WINDOW FRAME BUCK WIDTH 74' MAX. WINDOW FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) WINDOW w-mu ATION NOTE% 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRACE CAULK BY OTHERS (TYP.) WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS ISM THAN 1/8'. SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE N12 SY.S OR WO. SCREWS INTO WOOD. OR 1/4' TAPCUNS 0r APPROVED COXC. FASTENERS INTO CONC., WITH A MINIWH OF 1 1/4' PENETRATION INTO WOOD OR CONE. (REFER TO LOAD TABLES FOR OUANTIT1ES REOUIRED) ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . • • • • • • • • • • • • • • • • • • • • • • ••• • ••• •• • .PT WOOD BUCKS 1/4' MEAL • • • • • • SAIL• SPACE • •° • • • • • •(TYPE • • • • • • 3 • • • • • • • 1/4' TAPCON W/ 1 1/4' --- MIN. EMBEDMENT INTO CONE. (SEE ELEVATION AT SHEET 02 FOR MAX. FASTENER SPACING) 1X ° ♦ ��. I ♦ ♦ l I/8' MIN. EDGE DISTANCE .4 e a EXr. CRADE ° CAUIX � ° O PRODUCT RRVISED ONtd- Ck(!t FloNm 'T°OWIaaNb 1Ttl S. Or.:'TT iNiw DM�e ITcA=u (�.p_d Q i 3 V)) 4 U e. o2 3E'n 3 a J 2 O ra 0 ; 1 a 2 q G. j U < jJ O o Fes. -T Y O N M co O ul U U. O EXT. GRADE _ M 12 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD ENDED (SEE ELEVATION AT SHEET 02 FOR MAX, FASTENER SPACING) 1/4• MAX. 21 22 rr-( SPACE / (TYPE Ul CLEAR SILICGNE ACHESIVE 3a BEDDING COMPOUND WINDOW INSTALLATION NOTES: 1. THE VINDDV FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHCUT THE ENTIRE PERIMETER OF FLANGE BY VINDOV INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER IX THE WINDOW FRAME TO BE SEALED V/ AN APPROVED EXTERIOR GRACE CAULK BY OTHERS (TYP.) • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS IES'T THAN 1/8', SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 412 SMS OR VD. SCREWS INTO WOOD. OR 1/4' TAPCCNS rr APPROVED CONC. FASTENERS INTO CON$., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CCNC.(REFER TO LOAD TABLES FCR DUANTITIES REQUIRED) 101 LAMINATED GLASS P EXTERIOR WINDOW FRAME DUCK WIDTH WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN —EQUAL LITE .PT. WOOD BUCKS e 1/4' MAX. SHIN SPACE a C CTYP.) C O N ; 1/4' TAPCON W/ 1 1/4• IN. EMBEDMENT INTO CONE.nSEE c ELEVATION AT SHEET N2 Wr OR Max. FASTENER SPACING) M o a 9 4 I 1/4' MIN. EXT. GRADE @CAULK - TM13EDNEN � � C c a e 11/8' HIM. E, EDGE a e DISTANCE ® v L N cr •• ••• • • • • • •• •• ••• •• • • • •• PRODUCT REVISED • ••• • ••• •jam vntlh(O, Flo" • • • • • • • • • • • -21 L.1 •• • • • • • • •M� Ro�c(Cunbni ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • p o j1 2 � fn ZR ryo� esu of t �1f: Q/ �L u f Lt.A.- f O , b M� I•r.�i�Y N�� ��� K. ._ ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . DESIGN LOAD CAPACITY PS - OX or XO WINDOWS WINDOW # Anchors JambTff # +/- Pressures (psf) • • "A" " 2 Glass T "B" • 2 Glass T "C" • 2 Glass T "D" 2 Glass T 61 " F" • 3 WIDTH HEIGHT + f + f + • + sf + . f 24 24 3 65.0 65.0 65.0 70.0 70.0 70.0 7 80.0 .0 80. 80.0 36 24 3 65.0 65.0 65.0 70.0 70.0 70.0 7Q 0 80.0 0.0 je 80.0 60.0 48 24 3 65.0 65.0 65.0 70.0 70.0 70.0 7Q0 80.0 Q0 80.0 80.0 60 24 3 65.0 65.0 65.0 70.0 70.0 70.0 70.0' 0 0 0 0 80.0 72 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 • 6i.0• 00 • • 80.0 80.0 24 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70. 8 .0• • 8 0 • •RWO) 80.0 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 • 01815.0 0 80.0 On 80.0 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 36 3 6 65.0 65.0 65.0 65.0 70.0 7Q0 70.0 70.0 80.0 8Q0 80.0 80.0 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 48 4 4 65.0 65.0 6&0 65.0 70.0 X0 70.0 7110 80.0 80.0 80.0 80.0 36 48 4 4 65.0 65.0 6&0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 48 4 6 65.0 65.0 65.0 65.0 7Q0 70.0 70.0 70.0 80.0 80.0 80.0 8D.0 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70,0 80.0 80.0 80.0 80.0 24 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 8110 36 1 60 5 1 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 60 5 1 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70L0 70.0 70.0 80.0 80.0 80.0 800 72 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 7Q0 - - - 26.5 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 7Q0 80.0 80.0 80.0 80.0 74 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 38.375 4 4 65.0 65.0 65.0 65.0 1 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 7Q0 80.0 80.0 80.0 80.0 53.125 38.375 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 50.625 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 50.625 5 8 65.0 85.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 8110 80.0 80.0 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 58 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 1 70.0 80.0 80.0 80.0 80.0 74 58 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 63 6 6 65.0 65.0 65.0 65.6 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 63 6 8 65.0 65.0 65.0 65.0 65.0 70.0 - - - - - Ot S • • 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.1 STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WRH CLASS TYPES -A, B. C. & D7 S.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE #70.0 DP (WINDOWS WITH CLASS TYPES -E. & F-) AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH CLASS TYPES -A, C. OR O' INSTALLED ABOVE 90rr. IN THE HVHZ. THE I.C. EXTERIOR LITE SHALL BE TEMPERED. C> o y o0 a a�N 2 R D• c v � ao.2 A Z > a !i V z 00 c z O l d >e 0 o 2 Z U � A 0 .�i t a � y R F O �0 o r`4 S o o � R � 20 SILL RISER -OPTIONAL T + APPLIED WITH SILICONE W I FOR OP ABOVE 70.0 PSF 2 1(-80.0 DP +( ICTREVISM o- sw. n=v,��, � t n� m F'la�ia• Dome �µ �� � T +1. PnessurBs FRAME SIZE # Jamb Anchors # H & S Anchors GlassTy e "B" ' 2 Glass Type "C" • 2 Glass T o "D" ' 2 Glass T e "E" • 3 Glass T e "F" ' 3 Glass Type "G" ' 2 WIDTH HEIGHT + DO - Dsf + Dsf sf + sf - sf + Dsf - sf + DO sf + sf - sf 60 24 3 7 $0.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 24 3 8 80.0 80.0 80.0 $0.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 24 3 10 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 24 3 11 80.0 8 .0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 36 3 8 70.0 75.0 70.0 75.0 65.0 1 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 36 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 1 75.0 52.0 52.0 65.0 75.0 84 48 4 8 52.0 52.0 65.0 75.0- 65.0 75.0 52.0 52.0 65.0 75.0 96 48 4 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 1 65.0 75.0 108 48 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 60 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 60 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 60 5 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 60 5 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 60 5 11 - - 52.0 52.0 65.0 75.0 650 75.0 52.0 52.0 65.0 75.0 74 26 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 38.375- 3 7 80.0 80.0 80.0 60.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 1 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 63 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 6 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 58 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0t52 0 65.0 75.0 106.25 63 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.00 65.0 75.0 111 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.00 65.0 75.0 111 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.00 65.0 75.0 111 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.00 65.0 75.0 111 58 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.00 65.0 75.0 111 63 5 11 52.0 52.0 65.0 75.0 65.0 75. 00 NEvrdOp \TOteS N 1.) SEE SHEET 9 FOR GLAZING TYPES. DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH CLASS TYPES -A. B. C. & 07 3.) SILL WITH RISER ADAPTER ARE FCR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES -E. & F7 AND +80.0 DP MAX ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES -A. C. OR G- INSTALLED ABOVE 30E-r. IN THE HVHZ. THE I.G. EXTERIOR LITE SHALL BE TEMPERED. • • • • • • ! • won �n41� 1 • • • • • • • • • • • • ------+ter'-'s • u"-�yyl1 LHc _ ey. r ` 20 SILL RISER - OPTIONAL 0410 • •APPLIED Y�J(TH =!L!CQNE • • FOR DQ'%aOV& +10.D PSF 3 2 • 1• C- R0111 Op MA*.) • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a C) 0 0 7 1 wo,o ¢ a c c a a p v 2 o s I! x W x 0 t0 >; d I, O p j U o o z z � 0 o ` O x f +1 e Z z ® a O x N c� o � ca '' w O < s t p V m '`1 . :ett•rr, . .... rrrrr o O p: ... . . • ... . . . ...... . .... . . . . . . . . . . DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Equal Lite (1/3-113-1/3) + / - Pressures (pst) • . • . . . • . • . • y z 3 0_ FRAME SIZE # Jamb # H & S Glass Type "B" (" 2) Glass T pe "C" (' 2) Glass T "D" (" 2) Glass T e " ' 31 G ass Type " (Ir 3; Zlaislype "G" (' 2) a z WIDTH HEIGHT Anchors Anchors + psf - psf + psf - pSf + psf - psf + psf ' dsf. • + psf• ..• sf .. + - psf o m z 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ^ e y 3 F s 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 '^ `e '• a '�' o 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 790 ' • • •42.1 85.0 75.0 090 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75,0 • 2.0 • • • 75.0 3� z x z 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 790 2. • • 92. .0 • 0 75.0 W o ' z o E4 K z 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 i A t o 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 8 84 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a F 72 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Zi F a 84 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 O o z < 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 c 53.125 38.375 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 N z C) 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 58 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 t c z 53.125 63 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 CO 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 s 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 5 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 g 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a . 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 38.376 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 1, f $ ! 84 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �: 84 58 5 EL - 2 5.0 52.0 65.0 75.0 65.0 75.0 52.0 52 0 65 .0 75.0 o €€ b a 84 63 5 - -1 52.0 52.0 65.0 75.0 65.0 1 75.0 52.0 52.0 QU, I5.0 �t�ttttllorrryr v Notes • 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH ♦70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES -A, B. C. & D7 3) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH CLASS TYPES -E. & F) AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH CLASS TYPES -A, C, OR G- INSTALLED ABOVE 3OFT. �J a Aaroplmice No 0 Or � 20 SILL RIS&Ti&ViLR:fEt �i". - (.'- 1 1 APPLIED VITH SILICONE 1 FOR OP ABOVE 170.0 PSF �- •, Lw. I,` 2 , i (-80.0 DP MAX.)rg L IN THE HVHZ. THE I.C. EXTERIOR LITE SHALL BE TEMPERED. XpX-Eykyl, ute c O 19 ALUMINUM MULLION MULLION A OVALS 4 .SEC MULLIONTYPESIZE AND •TKICOE D➢al[NS•• OCSIGH PRESSURE LIMITATIONS. A✓ COXNtNfi N9 (ALUM. 0.078- MN. THICK) - - fCMA2[•IORQEAD 5731 SRCKD SPCClRUn 2 NOTE: THE LOWER PRESSURES OF — fiAIDTG OCPiH THE WID4OOYF OR MULL SHALL OOfCRN IAYINAT .D L1.c.a COMIM)SiT10N -TYPE B ITLI C47B DfACYR1D!1 DRAM IMICIATS 393COW le 1 In• ANNEALED GL•sS - 2 CNr PLASTIC INTQLAYCR SAfLCX PVT by C. tne.. Chr cs 3 VB' AMEALCD 0.KS m •aHr� LAMINATED CLASS COMPOSIT10. - TYPE 0 my I CIA85 wtTKYlDifaN DLT{0. IIAXL'rAts 0 1 1/r TEAT-STRCNGHTZhCIl 2 OOsr PLASTIC WTERLA'ER I __� ) ' -!- iROSKT1l M tM Kv+•roT A.NrM•. Y.C. 3 1 Will' NEAT-TTREM3HiCNLD GLASS LAMINATED D CLASS COMPOSITION -TYPE 9 ITTX OMA6 DOCIT/IpN ORAR --= --- UMLrATT aBMLPTIO. i Vr IE•r-STRE'"TCTE6 GL•Ss 2 Czar PLASTIC TrfER 11 1 l'l YJ- •a'r� C•i Mn.n CMNCIP ca T I/r FEAT-TTRS144TETSD CLASS LAMINAM GLASS COMPOSITION - TYPE F rum T CLUB bascu m DETAIL LIHDMTC DEBCIUMO ! t/8• AINTALCO GLASS TROSIIGL PVB NY .r4y AnerM•, Inc. 2 CCww• PLASTIC WILRLAIER - taN• 3 1/r Av.EALCD GLASS 19 Ie 34 •=AKdNE ?T10NT'1 DCV Comm D•9 SO•RC-NO rWAD 573E SS MryAOD' TROKO SPCCTRIf4 2 aflTN INSULATED LAMINATED GLASS COMPOSITION TYPE A rmm CLAW BCTCBpipx �T•R .L Mt• _ _ 'iY' - IAYLY•TT DTlCO I VW 44WALED GLASS SKLCX NE q G•L.•n [MNKAI u 2 DCW PLASTIC PNERLIIYER 7 4 I/r AAMCALCO GLASS 1/40 INVAAtli AP SPACE 5 I/r AKALED GLASS M•) NSUTAT D IAMTHATS0 GLASS COMPOSITION fm CLUB wa••Tlsr DTt4a 1 p _ _ _ _ _ _ 1T •Tr J IAYDIATS OTBCTlP7f0. 1 2 Vr A-'K LCv GLASS 13094- PLASTIC PHER,AYER iROSN0. ►VB by KNror•y AntrkA, tn1: 3 ifr AWCALED GLASS 4 1/r IN(XAATC3 AIR SPACE S I/r AIMEA;ED CLASS TO INSULATED LAMINATED CLAO COMPOSITICT, TYPE C TTIM CLASS OCKIBPTIOR 4KTML -1 LAXI.KATT aT]CYPTWN1 I/r FLAT-STRpsj.'EMCD GLASSB tROfIrGLPVBAy3 =y rwra. ImA CORr PLASTIC (NTC$AYER VT' HEAT-SIQEWHTOX9 CLASS 1/4• LNSLtATCa AIR SPACE5 1/r AMtKCO CLASS (•) WINDOWS WITH GLASS TYPES -A, C, OR G' INSTALLED ABOVE 31ITT. TH THE HVNZ, HE Id CXTCRIGR LITE TNILL BE TEMPERED. GLAZING DETAILS AND OPTIONS -4 12 X 3/4' S.DS. FLAT HEAD. PHILLIP& (SCE ELEVAr*h AT SHEET /2 FOR MAX. FASTENR SPACING AND DP TABLES FOR DUANTITY) EXTERIOR GRADC—WINDOW FRAME PERIMETER CAULKING EXTERIOR ©2 FRAME. MUIsLINQ DETAIL SEE YULEX)N APPROVALS rOR LtULL10N TYPE. SIZE AND MAX. DESIGN PRESSURE LtMITATIGNS. "OTE7 THE LONER PRESSURES Or THE WNOOW OR UULL SHALL GOVERN 1/4' MAX. IT12 S.D.S. X 1 1/4' L. SHIN (SEE ELLVAt*N AT SHEEf /2 (-INTERIOR on MARL FASTENER SPACING) PEWWETERJ L-wLNppW rRAME NOTE: SEALANT EXTERIOR 1. ALL STEEL IN CORACT WITH ALUM. TO BE PANTED OR PIA7.0. 2. METAL STRUCTURES: A) STEEL fy 36 KSi M:M. (STEEL 18 GA Y21. THTLK - 0.048'", 8) ALUMINUM 1 6%3-15 LPN. (ALUM. 0.078' WNW TWK) E1 METAL STRUCTURE ATTACHMENT DETAIL, HS-8700 FLANGE FRAME WINDOW BILL OF MATERIALS ITEM / PART / REQD. DESCRIPTION REMARKS 1 L-7703 1 FRAME HEAD 6063-T6 ALU4INUM 2 L-0701 I FRAME SILL 6063-16 ALUMINSIM 3 L-7701 1 FRAME FXD. JAMB 6063-76 ALUMINUM 4 L-7704 I FRAME FIXED MEETING RAIL 6%3-T6 ALLLMIMUH 5 L-7705 1 VENT MEETING RAIL 6063-TG ALUMINUM 6 L-7707 1 VENT 7CP/BOT T13M RAIL 6C63-T6 ALUMINUM 7 L-6703 1 FRAME VENT JAMB 6063-T6 ALtW.INUM 8 L-7706 i VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 9 L-8702 1 FRAME SILL TRACK 6C63-T5 ALUMINARM 10 L-87C5 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM 11 L-7708 AS REC'D. GLAZING DEAD ( 3/8') 6063-TS ALUMINUM 12 FS-006 AS REO'D. FRAME ASSEMBLY SCREWS 48 X 3/4' PJL PHILLIPS 13 FS-040 AS REQD. INSTALLATIGH SCREWS •14 SMS FAYPHIL. AS REO'D. VINYL IrJLB 1/4' DIA. BULB •3033 PWS-003 AS REOD. FIN SEAL WEATHERSTRIP .187• x .230' h PVS-075 AS REO•D. FIN SEAL WEATHERSTRIP .187• w x .35W h r14L-7531 PVS-009 AS REO'D. FIN SEAL VEATI-FRSTRIP .187' w x .310' h L-7711 AS REO'D. GLAZING BEAD C INSULATED) 6063-T5 ALUMINUM PWS-001 AS REOA PILE 8 GLAZING DEAD .197' w :SD' h L-87CS AS RCO'D. SILL RISER ADAPTER 6063-15x ALUM.- OPTIONAL 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6n-63-T5 ALtU41NU4 22 HC-057-1 2 VENT MOLDED SPRING LATCH NOLCED NYLON 23 L-7523 I x LATCH LATCH SPRING STAINLESS STEEL 24 2 SILL/JAMB JOINT GASKET 1/16- CLOSED CELL FOAM 25 rS-041 2 SILL RAIL ASSEMBLY SCREW 08 X 2 1/4' PH/PHIL. 26.1 KC-044-1 2 VEEP FLAP I, BAFFLE 26.2 IC- 1 X VEEP OPEN CELL FDA" PAD vt' X 1/2' X ' L. 27 HC-040-1 1 2 SASH ROLLER A HOUSING 28 HC-026-1 I SCREEN rRAP.E E MESH 29 K I I ATTACHMENT SCREW ! CLIP Be X 5/8' S.D.S. 30 MC-058-1 2 VC.NT SWEEP LATCH NOLCLD NYLON 31 1IC-059-1 2 VENT SWEEP LATCH DIE CAST METAL 32 L-8930 X Anchor FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM 33 K 2 LAMINATED GLASS Swr Drto4s D LN. of sheet 9 34 • AS REO'D. GLAZING SILICONE %we Deta s 2 UL of 0—l' 9 35 OPTIONAL AS REC'D, COLONIAL FALSE MUNTIN ALUX!hVM 36 SM-5w-04 AS REC'D. .SINI SEALANT 37 AS REO'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• MWILIC'T REVISED To Ilk Fkd4 • • • • f • • • • aW7•I • • • • • • AecconfAl40 • • • • • • • • • ••P1aQ>/j0D •r. N LL • • •• • • •• • • • • • • • • • • • • Be PmTlld C.•R•d ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SStSS1 Li ".!l7CZSA .�'U`�•N~ O a�.s ... . . . ... . . . .. .. . . . .. .. ... . . . . •.. . . FRAME HEAD L-7703 FRAME FIXED JAMB L-7701 SILL TRACK L-8702 LR"•K •W • ••• , • • Oj O O �90 • • • • •• • • •� • M GOAREg• • • • • • • • • • y b$ 3 O 3 I A M � y cFJ SILL RETAINING CUP L-8705 asa r • • • • • • • • • • -+ c 2 = Y o ! 0 c t.6S1 G • • • • • • • vFwi ioy R&„ • • • • • • • ����� • • • go S ao�n 2 L 4J m G" IAO. FRMIf .uu� I ! a ta Z O o FRAME SILL L-8701 FRAME VENT JAMB L-8703 0 ( AO2 �•� FRAME BOTTOM CORNER c z E' it VENT SPRING LATCH L-7539 ZW4 a62 4f[ VENT TOP CORNER [RAC y[Fn�c_BH: rs�ur d, J t O v Z o Z.Hi 21 �•\ KNt J11V• RN! I e ` 4. 0 o T. O o to � s;53 VFMT laL•K .k � e � 2 = I r� 6f• 1 t � � VENT INTERLOCK RAIL L-7705 FIXED MEETING RAIL L-7704 VENT TOP/BOTTOM RAIL L-7707 8 O O yK O O v7n1 mtrou I FRAME �tLL / MEETING ✓ Y V qq s- tL6t L.. L]7!- VENT 8OTTOU OR R h R -RARE &SASH CORNER ASSEMBLY DETAILS ;< g Y VENT JAMB RAIL L-7708 SILJ. ANCHOR CUP L-8830 GLAZING DEAD GLAZING BEAD ADAPTER R `��'' •• •• �� 32 L-7708 h V 01 La00 IASO 'urL 1 7 im .� l. �s T---- F—f i PRODUCI'REVISED • •: •�YMivrimlhl1wiQa - Awqu Coda 111 ; < 7 o i cso� I 9,-- t273 Odd F O r . llqkk REVISIONS BY DATE No 1 2 A AMORES QUALITY CONSTRUCTION GENERAL (CGC1516610) MECHANICAL (CMC1249813) PLUMBING (CFC1427116) CONTRACTOR 10440 SW 170 ST. MIAMI FL, 33157 AMORESOC@GMAILCOM TEL: (786) 222-6711 r-- I I I I , EASTING DRIVEWAY R (PAVERS) I I 01 I I B c I I I I I I ONE STORY CBS A I RESIDENCE No. 1240 Y-Y F- ,,I(r,' O I A I I O I I r� I I o I , I , I I E)OSTINC tEN AREA , I I � I I : I I , � I I I I I N I , , KEY PLAN SCALE: 1 32 =1 -0 Miami Shores Village APPROVED BY DATE ZONING DEPT PI-DG DEPT 'I At.U;C WITH ALL ' "NtIIISANfTHFF,(IIA11')N:S NOTE 1: UNDER THE FLORIDA RESIDENTIAL BUILDING CODE-2017 1.-THE EGRESS WINDOWS INDICATED ON THE PLANS SHALL BE OPERABLE FROM THE INSIDE AND TO PROVIDE CLEAR OPENING OF NOT LESS THAN 20' IN WADE AND 24' % HEIGHT. MIN. OPENI§GPMBA1 6.7 Sq. Ft. SILL HEIGHT TO BE MAX. 44'. L61VNG MECHA%% MV.• 54' ABOVE FINISHED FLOOR. • • • 2.-ALL WINDOWS AND EXTERIOR Q•OORS A•R•E 10 RECEIVE AFW*6Np* STORM SHUTTERS PER S. Ft ORtRIAICIOR SHALL SUBMIT TESTING OF APPROVED WINDOW & DOCRS. • • • • • NOTE 2: •••.•� - I ALL WINDOWS SHALL BE NFRC CifWft. • NOTE 3: • ALL MASONRY OPENINGS ARE NORMAL • • AND ARE TO BE VERIFIED W/ODOR • •• • • • • • • • AND WINDOW MANUFACTURE • • • • NOTES 4: •• ' • THE CONTRACTOR SHALL BE RESPONSIVE TO PRESENT AND TO BE APPROVED NOA & SHOW DRAWING FOR EXTERIOR DOOR AND WINDOW DURING THE CONSTRUCTION. SCOPE OF WORK 1. REPLACE WINDOWS AND DOORS AS PER SCHEDULE Note: PROJECT LEVEL LEGAL DESCRIPTION E 20 FT LOT 29 & LOT 30 LESS ELY 5 FT BLOCK 2 "WATERSEDGE" ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9 AT PAGE 141 OF THE PUBLIC RECORDS OF MIAMI SHORES COUNTY FLORIDA. FOLIO # 11-3205-001-0540 INDEX OF DRAWING A-1 FLOOR PLAN & SITE PLAN A-2 ELEVATIONS NEW WINDOWS SCHEDULE 92E No NARK MARK W OTY. TYPE MATERIAL FINISH REMARKS NAND LOADS W01H FiE1CHT FLOOR PLAN NOA ZONE 4 ZONE 5 NOA 0 SH 7700 11 37' 38 V SINGLE HUNG ALUM -GLASS CLEAR 17-1212.21 I+38.1/-39.3 +36.1/-47.2 +60/-50 ® FW 6200 1 74' 51' FIXED VANDOW ALUM -GLASS CLEAR 17-1212.17 +36.1/-39.3 +36.1/-47.2 +100/-100 © FW 8200 1 3Y 38 ijl' FIXED WINDOW ALUM -GLASS CLEAR 17-12IZ17 +38.1+36.1/-47.2 +1DD/-100 QD HS-8700 1 74' 38 1{ HORRONTAL SIDING WNDOW ALUM -GLASS CLEAR 12-0127-22 +38.1/-39.3 +36.1/-47.2 +65/-55 WINDOW NOTES: I_ GLAZING N SIDING & SWING DOORS SHALL BE SAFETY GLAZING CAT. I F LESS THAN 9 SF. PER R441D.2.3.1.11 OR CAT N F GREATER THAN 9 S.F. PER R306.4.1 2.- ALL EXTERIOR WINDOWS SHALL BE A PRODUCT APPROVAL AND INSTALLED ACCORDING TO APPROVAL FOR SEPARATE PERMIT. 3.-ALL EXTERIOR WINDOWS SHALL BE CODE REQUIREMENT FOR SECURITY AND FORCED ENTRY. 4.-WINDOWS SIZE WAY VARY DUE TO DIFFERENT MANUFACTURES AND THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE OPENING SIZE WITH THE MANUFACTURED SELECTED. 5._ GLASS PANEL ADJACENT TO DOORS (WITH 48') MUST BE INDICATED TO BE CATEGORY N SAFETY GLAZING. ( FBC R308 & TABLE R308.11 (1). GLASS IN WINDOW ADJACENT TO TUBS AND SHOVER COMPARTMENTS MUST BE CATEGORY N SAFETY GLAZING. (FBC R308 & TABLE 11308.3.1 (1). GLASS IN BATH AND STONER ENCLOSURES MUST BE OF CATEGORY N SAFETY GLAZING (FBC R308 & TABLE R30B.3.1(1) Fernando Marquez, P.E. 904 ENGINEERING (LIC No. 73987) 12095 NW 44 ST, SUNRISE FL 33323 TEL: (754) 245-1623 COPYRIGHT RESERVED: THESE DRAWINGS AND DESIGNS ARE THE PROPERTY OF FERNANDO MAROUEZ, P.E. AND SHALL NOT BE REPRODUCED WITHOUT HIS WRITTEN CONS=NT. SEP 9 2018 ,i WINDOW TO BE REPLACED IN SINGLE FAMILY CLIENT: DANIEL OCARIZ PROJECT LOCATION: 1240 NE 91 TER. MIAMI SHORES, FL. 33128 Date SEPT 2018 Scale NOTED Drawn AQC Sheet A-1 I r-------- --- ----------I---__---_----�-- EAST ELEVATION (LEFT ELEVATION) SCALE: 1 B =1 -0 - PLANTER NORTH ELEVATION (FRONT ELEVATION) SCALE: 1 8 -1 -0 PLANTER 0 _ ti RIDGE v EL t,r-„• _ _ RACE Y EL. +t2'-9' TOP OF TIE BEAM _ EL +9'-0' _ _ $ 1112i FLOOR � EL 30'-0'- A Rn9� EL +12'-9' TOP OF ti 71E BEAN 0 41 4 EXISTING AO METER / \ 0 / \ A O 4• / \ I\ / FRESH FLOOR — _ _ _ _ _ _ — _ — 0. f0'-0' SOUTH ELEVATION (REAR ELEVATION) NEW °T0ANOTHER PERMISCALE: 1/4'-1'-0' REVISIONS BY I DATE I No k+ A 11 AMORES QUALITY CONSTRUCTION Fernando Marquez, P.E. GENERAL (CGC1516610) 904 ENGINEERING (LIC No. 73987) MECHANICAL (CMC1249813) 12095 %V 44 ST, SUNRISE FL 33323 PLUMBING (CFC1427116) CONTRACTOR TEL: (754) 245-1623 10440 SW 170 ST. MIAMI FL, 33157 AMORESOC@GMAIL.COM COPYRIGHT RESERVED: TEL: (786) 222-6711 THESE DRAWINGS AND DESIGNS ARE THE PROPERTY OF FERNANDO MARQUEZ, P.E. AND SHALL NOT BE REPRODUCED WITHOUT HIS WRITTEN CONSENT. NEW WINDOWS SCHEDULE No WINDOW OTY. SZE TYPE YA-- FINISH REMARKS WIND LOADS • f • • wDTH Hil(i1T MARK • • • • FLOOR PLAN NOA ZONE 4 ZONES T40A • • QA SH 7700 11 37' 38 W SINGLE HUNG ALUM -CUSS CLEAR 17-1212.21 +36.1/-39.3 +36.1/-47.2 +B0=1I� • • f i B FW 8200 1 74' 51' PICTURE WINDOW ALUM -CUSS CLEW 17-1212.2E +38.1/-39.3 +36.1/-47,2 • +100%�0 C iW 6200 1 37' 38 W PICTURE WINDOW ALUM -GLASS CLEW 17-1212.21 +36.1/-39.3 +36.1/-47.2 • +100�1a0 ! D HS-8700 1 7{' 38 W HORIZONTAL SUOING WNDOW ALUM -CUSS CLEAR 17-1212.21 +36.1/-39.3 +36.1/-47.2 +65/-55 • • WINDOW NOTES: • • • • • I - GLAZING IN SIDNC k SWING DOORS SHALL BE SAFETY GLAZING CAT. I IF LESS THAN 9 S.F. PER R4{10.2.3.1.3.1 OR CAT II F GREATER THAN 9 • • • S.F. PER R308.4.1 • • • 2.- ALL EXTERIOR WIDOWS SHALL BE A PRODUCT APPROVAL AND INSTALLED ACCORDING TO APPROVAL FOR SEPARATE PERMIT. • • I_ ALL EXTERIOR WINDOWS SHALL BE CODE REQUIREMENT FOR SECURITY AND FORCED ENTRY. • • • • • 4.-04DOWS SZE WAY VARY DUE TO DIFFERENT MANUFACTURES AND THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE OPENING SIZE NTHTHE MANUFACTURED SELECTED. 6 5.-CUSS PANEL ADJACENT TO DOORS (WITH 48') MUST BE INDICATED TO BE CATEGORY 11 SAFETY GLAZING. ( FOC R308 k TABLE R306.3.1 (11, GLASJ IA WINDOW 4&RR6r• TUBS AND SHOWER COMPARTMENTS MUST BE CATEGORY 1 SAFETY GLAZING. • (FBC R308 1, TABLE R308.3.1 (1). GLASS IN BATH AND SHOWER ENCLOSURES MUST BE OF CATEGORY I SAFETY GLAZING (FBC R308 k TAB&IA308.391(I) WINDOW NOTES: CONTRACTOR SHALL EXERCISE CARE UPON INSTALLATION OF WINDOWS SO AS NOT TO SCRATCH OR DAMAGE GLASS OR FRAMES, ALL STOREFRONT FRAMES SHALL BE PROPERLY CAULKED NTH ACRYLIC CAUL( N A COLOR TO MATCH WINDOW FRAMES. ALL STOREFRONTS SHALL COMPLY WITH CADE COUNTY PRODUCT CONTROL DIVISION APPROVALS CONTRACTOR SHALL SUBMIT SHOP DRAWINGS NTH REQUIRED ENGINEERING AND CALCULATIONS FOR REVIEW BY ARCHITECT, PRIOR TO MANUFACTURING OF UNITS .ALL STOREFRONT FRAMES SHALL BE SECURED TO THE STRUCTURE AS REQUIRED BY THE ENGINEERED. APPROVED SYSTEM. ALL NON -IMPACT STOREFRONT PANELS, WINDOWS MHO LOUVERS SHALL BE PROTECTED BY A SHUTTER SYSTEM APPROVID BY PRODUCT CGNTROL SUBMIT SHOP DRAWNCS FOR REVIEW. SAFETY GLAZING SHALL BE INSTALLED IN ALL WIDOWS THAT HAVE A DROP OF MORE THAN 30' ON THE EXTERIOR AND A SILL HEIGHT OF LESS THAN 36' A.F.F.SUCH GLAZING SHALL COMPLY WITH SECTIONS 24052E OF THE F.B.C. LATEST ED. SUCH GLAZING SHALL BE CATEOMY N. CONTRACTOR SHALL SUBMIT DOCUMENTATION OF COMPLIANCE WITH F.B.C. REGUIREMENTS FOR SAFETY GLAZING IN ALL WIDOWS INSTALLED NTH A DROP OF MORE THAN 30' ON THE EXTERIOR. CONTRACTOR SHALL ALSO INSTALL A HORIZONTAL BAR 42' A.F.F. ON ALL SAD WINDOWS. REQUIRED. GLAZING NOTES: (FOR DOORS AND MOOTS) IMPACT GLAZING AND SAFETY GLAZING SHALL COMPLY NTH F.B.0 2014 AND DESIGN WIND PRESSURES INDICATED IN STRUCTURAL DRAWINGS. ALL WINDOWS WHERE SILL IS LESS THAN 36' A.F.F WTH A DROP GREATER THAN 30' ON EXTERIOR SHALL HAVE GLAZING TO WITHSTAND A LATERAL LOAD OF 200 LB. APPLIED IN ANY POINT AND IN ANY DIRECTION, N ACCORDANCE NTH F.B.0 2017 OMIESS TAM M DUAL KT.& WINDOW TO BE REPLACED IN SINGLE FAMILY b CLIENT: I DANIEL OCARIZ PROJECT LOCATION: 1 1240 NE 91 TER. MIAMI SHORES, FL. 33128 iK ltsL M lllR HF ou.,ol loa. R.o,a lmoamac w mwr. ■lw HITM, Hlglp lull K ■or lm Mil 'V l KINK um N' l llDou. M• a) >Q n F A1fA M IOItGY O M q�M �� j>a /IC�IIOµ• ll"nlitw �01O1:amal wvc x nwtm neat u an M iT-12].M11N m.w N W 77 a � AREA aF � aEAR oPn•lc �j' a� aawFr. s man noon >t� Date SEPT 2018 Scale NOTED Drawn AQC Sheet A-2