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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE US ONLY: Date: ee Due: Receipt# ;.'ermit # PLANNING & DEVELOPMENT SERVICES ® BUILDING & CODE REGULATION DIVISION b a • . 2300 Virginia Avenue % C� 1-" Ft. Pierce, FL 34982-5652 J f 1 _ 772-462-1553 �. �J r APPLICATION FOR ALUMINUM STRUCTURES RMWI ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED 8C �NNED PROJECT INFORMATION at • �Uft County 1. LOCATION/SITE ADDRESS: -3 X6.5 f, m � h 2. PROJECT NAME: ,S'cz�h,gl, i r<<rAs /�y,�„/v�{� SITE PLAN NAME: 3. PROPERTY TAX 11) #: /30 —0o6/— cco3 4. LEGAL DESCRIPTION (attach extra sheets if necessary): / 34/ 3,9 Z �,a/3:a(Asa-��/�q•,o�td�/—a�9,S'•a�7�—.37srr,�s�/'o7G�S�5/6'�77b/ �� 5. PLAT BK PAGE BLOCK LOT 6. PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS 7. SETBACKS (ACTUAL) FRONT: S BACK: a S- RIGHT SIDE: /S" LEFT SIDE: 8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE) N = New SG = Slab on Grade TYPE OF CONSTRUCTION A = Addition SR = Raised Slab DMNS10NS SQUARE FEET OF R = Rebuild WD = Wood Deck CONSTRUCTION ❑ SCREEN ROOM ❑ NEW ❑ EXISTING X ❑ CARPORT/PATIO ROOF ❑ NEW ❑ EXISTING X ❑ HABITABLE GLASS ROOM ❑ NEW ❑ EXISTING X ❑ CAT 1, 2 OR 3 SUNROOM ❑ NEW ❑ EXISTING X W ALUMINUM COMP. SHED 19 ❑ NEW ® EXISTING 5'X % ` 3 5 ❑ POOL. ENCLOSURE ❑ NEW ❑ EXISTING X ❑ M H ROOF OVER ❑ NEW ❑ EXISTING X ❑ ROOF SYSTEM OVER ❑ NEW ❑ EXISTING X EMSTNG ACCESSORY STRUCTURE ❑ OTIEM ❑ NEw ❑ Eydsmc x ❑ ALUM POOL FENCE Linear feet TOTAL SQUARE FOOTAGE OF CONSTRUCTION 3 s 9. VALUE OF CONSTRUCTION: The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted PRIOR TO FIRST INSPECTION. SLCCDV Form No.: OOi-02 ft „OC/7//707n OWNER INFORMATION NAME: W il' cam„►". L 4J c<- Qc 0-" K!O-, _ ADDRESS: #'3 °Z„ S e- YV\c 4L► +k CITY: �.¢ 2 to STATE: rr- I ZIP 3Lic/S % PHONE (DAYTIME): (31,S:) L13L — Ll 13 EMAIL: FILL IN NAME AND ADDRESS BELOW IF THE FEE SBRLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER iLISTED ABOVE: FEE SIMPLE TITLEHOLDER: Wtj h n -P i ADDRESS: i s <dpL I CITY: Y),, + c" , STATE: r / . ZIP PHONE (DAYTIME): L—) CONTRACTOR INFORMATION STATE OF FLORIDA REG./CERT #: ST. LUCIE COUNTY CERT #: c/S D6 BUSINESS NAME: �r-r S C'oa �-7f- /1 /4' 6:a , "o c .. -, Ae c, QUALIFIER'S NAME: murk �,C ,e � ill S ADDRESS: ,P CITY: e <___ STATE: /% / ZIP PHONE (DAYTIME): 2 o U. FAX NO. 4/6 zl- 26 D :3 email: ARCHITECTII;NGINEER: 6c &% e n wS+ A fL vd C- 4 cLa -� ADDRESS: 51. W CITY: 0 1 e e,Q QCW-eaSTATE: F I . ZIP ,33 %-- PRONE (DAYTIME): (2,?J) D -9400 NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING, AND HVAC ZONING RtGUIREMENTS All such structures will be subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE. DO"i scaled plot plans showing lot size, dimensions of existing host structure, and proposed aluminum addition. All setbacks including front, side, rear and distance between adjacent property structures in MH Parks shall be indicated on the plot plan. ❑ 2 sets of color photos for all storm damaged areas to be reconstructed. One picture must include house address number for inspection verification. ( not required for construction unrelated to storms) OFFICE USE ONLY SECTION TOWNSHIP RANGE MAP NO. ZONING LAND USE LOT CVG % Additional Petnits Required REPORT CODE ELMS FEE $ MISC FEES $ TOTAL FEES BUILDING & ZONING REVIEW RE -VIEW FRONT COUNTER ZONING SUPERVISOR PLANS EXAMINER VEGETATION VALUE OF CONSTRUCTION USING [CC TABLE DATE COMPLETE r n rrrra r R f CERTIFICATION: 1 This application is hereby made in order to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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: IN THE EVENT IT IS NOT YOUR RIGHT TITLE OR INTEREST THAT IS SUBJECT TO ATTACHMENT, THE APPLICANT DOES HEREBY MAKE A GOOD FAITH PROMISE TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT, AND DOES SO AS A CONDITION PRECEDENT TO THIS PERMIT I. If utilizing the AAF Guide to Aluminum Construction in High Wind Zones, I the Contractor/Owner Builder hereby certify that the components being used, fasteners type and fastening pattern meet all the requirements for the designated wind zones established by the county and take full responsibility for complying with the submitted design of the structure being permitted. 2. 1 further e6rtify that all the foregoing information is accurate, that no work or installation has commenced prior to the issuance of a permit and that all work shall be performed in compliance with all applicable laws regulating construction and zoning in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, and HVAC, etc., not otherwise included with this building permit application. 3. 1, the Contractor / Owner Builder, have verified that the existing foundation meets the requirements of the Engineer of Record and.is in adequate condition to withstand the uplift and weight of the aluminum structure and said structure win not exceed'the footprint of the structure that was in existence prior to removal by the storms. \A&,R.�- OWNER OR CONTRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me we this day of by 20 CONTRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me me this day of , 20 by who is personally known to me, or who has who is personally known to me, or who has produced produced as identification. as identification. (Seal) Signature ofNotarty RVORTANT NOTICES: Signature ofNotary (Seal) • TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR, IN THE OFFICI: LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OWNER/BLDR AFFIDAVIT. • ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED IN INK. COPIES, FAXES, OR STAMPED REPRODUCTIONS ARE PROHIBITED. • WHEN A PERMIT IS AVAILIBLE FOR ISSUANCE BUT IS NOT PICKED UP WITHIN THIRTY (30) DAYS AFTER NOTIFICATION, OF AVAILIBILITY, IT WILL BE VOIDED. IF THE APPLICATION IS RESUBMITTED, AN ADDITIONAL FEE WILL BE CHARGED. PLAN RE'?"T',W SPECIFICATION CH OCKLIST PLEASE PROVIDE ONE OF THE FOLLOWb[NG: 0 2 Sets of Detailed Plans: Dated, Signed & Sealed by an Engineer or Architect holding a Florida State professional license. ❑ 2 Sets of Detailed Plans: Designed in accordance with the AAF Guide to Aluminum Construction in High Wind Areas. ❑ 2 Sets of Detailed Plans: Designed in accordance with any Approved Manual per fs-489.113. (1) ANY PLANS SUBMITTED WITHOUT COMPLYING WITH THE FOLLOWING SHALL BE RETURNED WITHOUT APPROVAL. ALL PLANS MUST BE IN INK AND ANY NOTATIONS IN PENCIL WILL NOT BE CONSIDERED A PART OF A SUBMISSION. • All plans must be legible and must be designed.in Architect's Scale on pages which are 81/2" x I V or larger. • All relevant tables & details, if using a manual, must be properly highlighted and must match design checklists & drawings. • The plan view must include all dimensions; the location of the host structure and all materials must be sized and identified thereon. • All elevations must be shown, including 4 h wall detail, dimensions and all material must be sized and identified. • All primary and secondary carrier beams, spans, spacing, gauges must be shown [Example: 2" x 8" x .072"]. • All methods of fastening or other details which are relevant to the design must be identified on the Plans. • loll upright column heights, sizes, spacing and gauges must be shown as follows: [Example: 3" x 3" x .050"]. • All chair -rails, roof purlins, girts, channels, knee -bracing, k-bracing, cable bracing or any other required component must be sized and identified. • All ridge beams and super gutter or fascia attachments must be identified. • All roof pans or composite panels, with gauges and spans, must be sized and identified. m All footing, slab and ISO pier designs must be on the plans, per the Architect / Engineer's plans & specifications. • All light metal alloys which are utilized shall be designed in conformity with the Florida Building Code of 2007, Chapte 20, including 2006 revisions. ® Barrier railings, if utilized, shall have all materials, fasteners and height specified and shall have self -closing, self - catching gates with picket spacing. (11) SITE CONSTRUCTED SHEDS, HAVING ANY ALUMINUM COMPONENT, SHALL MEET ALL OF THE ABOVE REQUIREMENTS AND THE FOLLOWING ADDITIONAL ITEMS: (A) 2 copies of the current product approval [i.e. N.O.A. or State of Florida approval] with the proposed "opening" or cladding component highlighted and with fasteners and design pressures, per FBC 1714, clearly identified. (B) 2 electric schematics, in accordance with the N.E.C., if applicable. (C) Design pressures, per ASCE-7, identified on the openings of all Plans. (IIl) HABITABLE ROOMS/ADDITIONS DESIGNS SHALL MEET ALL,OF THE ABOVE REQUIREMENTS, EXCEPT AAMA SPECIFICATIONS, AND CHAPTER 13 OF THE FLORIDA BUILDING CODE. (IV) SUNROQMS (as defined in R202 and FBC 2002.6) MAY BE CONSTRUCTED, SO LONG AS THEY MEET ALL OF THE ABOVE REQUIREMENTS AND MUST BE IN STRICT COMPLIANCE WITH AAMA/NPEA/NSA2100.02 AND MEET THE FOLLOWING ADDITIONAL ITEMS: (1) The designer or engineer will state on all Plans, which Category of Design [3.1.2] will be used, inclusive of the definition. (2) If designing a Category 4 or Category 5 structure, as defined in the current Edition of 3.1.2.4 and 3.1.2.5, proper energy calculations and long form equipment sizing calculations shall be required, pursuant to Chapter 13 of the current State of Florida Building Code. (V) MOBILE HOMES (FAC 15C-2.0081 - FAC 15C-2.0072): ALL STRUCTURES ADJACENT TO OR NEW ROOF SYSTEMS (Pan or Composite) OVER. EXISTING ADJACENT STRUCTURES TO A MOBILE BIOME SHALL REQUIRE: (a) A 4!' wall or a current, signed original manufacturer's attachment approval letter which includes the model number, serial number and current owner's name and street address. (b) That the complete guide to H.U.D. specifications be strictly adhered to. (c) A Certified Florida Engineer may design the manner of attachment of the proposed structure to the host house but shall assume full responsibility for both structures' integrity by site specific documentation. r : CERTNICATION: This application is hereby made in order to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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: IN THE EVENT IT IS NOT YOUR RIGHT TITLE OR INTEREST THAT IS SUBJECT TO ATTACHMENT, THE APPLICANT DOES HEREBY MAKE A GOOD FAITH PROMISE TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT, AND DOES SO AS A CONDITION PRECEDENT TO THIS PERMIT 1. If utilizing the AAF Guide to Aluminum Construction in High Wind Zones, I the Contractor/Owner Builder hereby certify that the components being used, fasteners type and fastening pattern meet all the requirements for the designated wind zones established by the county and take full responsibility for complying with the submitted design of the structure being 2. I further certify that all the foregoing information is accurate, that no work or installation has commenced prior to the —.--issuance of a permit -and -that -ail -work -shall -be -performed -in -compliance with -all applicable -laws -regulating -construction -and zoning in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, and IIVAC, etc., not otherwise included with this building permit application. 3. I , the Contractor / Owner Builder, have verified that the existing foundation meets the requirements of the Engineer of Record and is in adequate condition to withstand the uplift and weight of the'aluminum structure and said structure will not exceed the footprint of the structure that was in existence prior to removal by the storms. OWNER OR CONTRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF q-_r UaC- The foregoing instrument was acknowledged before me me this Y4 day of 5,EP76f45E2 , 20 13 , by Mt177-11EW HA P-I<s who is personally known _ produced as identification. Signature of Notary IMPORTANT NOTICES: V"'to me, or who has CONTRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF ST Ci t; The foregoing instrument was. acknowledged before me me this day of SEPTCM &E 2 , 20 I3 , by MATTHEW MARKS who is personally known produced DONALD M HOLMAM qsi MY COMMISSION itEE12674EXPIR&Ikptember 20, 201 -__ ature of Notary I-< me, or who has DONALD-M MYWISSION P EE126749 EXPIRES Septem r 20, 2015 © TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR, IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OWNERBLDR AFFIDAVIT. w ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED IN INK. COPIES, FAXES, OR STAMPED REPRODUCTIONS ARE PROHIBITED. • WHEN A PERMIT IS AVAILIBLE FOR ISSUANCE BUT IS NOT PICKED UP WITHIN THIRTY (30) DAYS AFTER NOTIFICATION OF AVAILIBILITY, IT WILL BE VOIDED. IF THE APPLICATION IS RESUBMITTED, AN ADDITIONAL FEE WILL BE CHARGED. unn FILE CUP MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORS! AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOVICE OF ACCEPTANCE (NOA) www.miamidade.govtceonomy Mastic Donne Exteriors, Inc. 2415 Campbell Road Sidney, OR 45365 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 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 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. RER 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 isd-as d ed herein, and has been designed to comply with the Florida Building �G o . me udmg the Hi�i�ican"�ane„ '> APPROVAL DOCUN�+',DT-HraWIng No. SK-85-1, titled "Installation Design Drawing for Vinyl Siding/Soffit" ets 11 through 3 of 3, dated 05/14/2008, with last revision dated 08/23/2012, prepared by the mane �acturer, signed and sealed by Allen N. Reeves, 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 piece shall bear a permanent label marked at not more than 4' o.c. with the manufacturer's name or logo, Stuarts Draft, VA, and following statement: "Miami -Dade County Product Control Approved" and per FBC 1715.9 on Soffits. 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 and renews NOA # 08-0429.11 and consists of this page 1 and evidence pages E-I and E- 2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 12-0224.02 CM"*�DAIX COUNTY Expiration Date: April 25, 2017 Approval Date: November 1, 2012 f��2 Page I r� Mastic Biome Exteriors, c. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTEID A. DRAWINGS 1. Drawing No. SK-85-1, titled "Installation Design Drawing for Vinyl Siding/Soffit", sheets 1 through 3 of 3, dated 05/14/2008, with last revision dated 08/23/2012, prepared by the manufacturer, signed and sealed by Allen N. Reeves, P.E. B. TESTS "Submitted under NOA # 08-0429.11 " 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings of Brentwood Double 5-BW50 Vinyl Siding, prepared by Architectural Testing, Inc., Test Report No. 81374.01-109-18, dated 04/14/2008, signed and sealed by Michael D. Stremmel, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings of Carvedwood 11 Double 5-CW250 Vinyl Siding, prepared by Architectural Testing, Inc., Test Report No. 81377.01-109-18, dated 04/14/2008, signed and sealed by Michael D. Stremmel, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings of Quest Double 5-QT50 Vinyl Siding, prepared by Architectural Testing, Inc., Test Report No. 81378.01-109-18, dated 04/14/2008, signed and sealed by Michael D. Stremmel, P.E. 4. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings of Structure Double 6 SRD61EPS Vinyl Foam Backed Siding, prepared by Architectural Testing, Inc., Test Report No. 81379.01- 109-18, dated 04/14/2008, signed and sealed by Michael D. Stremmel, P.E. 5. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings of Pro Tech Plus Triple 4 Vinyl Soffit, prepared by Architectural Testing, Inc., Test Report No. 81380.01-109-18, dated 04/14/2008, signed and sealed by Michael D. Stremmel, P.E. 6. Test report on Accelerated Weathering and Tensile Strength per ASTM G 15 5 and ASTM D638 of Various Vinyl Siding Materials, prepared by Architectural Testing, Inc., Test Report No. 50437.02-106-18, dated03/25/2008, signed and sealed by Joseph A. Reed, P.E. lig Z3 012, Ca los M. Utrera, P.E. Product Control Examiner NOA No. 12-0224.02 Expiration Date: April 25, 2017 Approval Date: November 1, 2012 E-1 Mastic Roane Exteriors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA # 08-0429.11 " 1. Installation analyses of Vinyl Siding and Soffits, complying with FBC 2004, 2006 Supplement and 2007, prepared by H.R. Engineering, Inc., dated 05/19/2008, signed and sealed by Allen N. Reeves, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC issued by H.R. Engineering, Inc., dated 05/30/2012, signed and sealed by Allen N. Reeves, P.E. 2. Certificate of amendment and incorporation dated 12/01/2012 and 12/02/2012 respectively. "Submitted under NOA # 08 042911 " 3. Statement letter of no financial interest issued by H.R. Engineering, Inc., dated 05/119/2008, signed and sealed by Allen N. Reeves, P.E. ld23�� Carlo M. TNrera, P.E. Product Control Examiner NOA No. 12-0224.02 Expiration Date: April 25, 2017 Approval Date: November 1, 2012 E -2 MODELS -� INCHES A' SPACING 1 ±.003 PRESSURE (PSF) BW40 Double 4" S - 4 1h 8"h x 811v i 0.040" -119.5 TRA440 Double 4" 8 4 0 8"h x 8"v 0.040" .119.5 MC40 Double 4" 8 4 Si 8"h x 8"v 1 0.040" 1 -119.5 IVIB40 Double 4" 8 4 th 8"h x 8"v 0.042" I19.5 L44T Double 4" 8 4 ,4 8"h x 8"v 0.048" 119.5 WGV40 Double 4" 8 4 Vx B"h x 8"v 0.048" 119.5 STV44 Double 4" 1 8 4 Sh 8"h x 8"v 0.044" i19.5 ! CW240 D 4' folded hem 8 4 5/8 12"h x 8"v 0.042" .75.0 l QT40 D 4" double Item 11 8 4 3/4 12"h x 8"v 0.044" 1 -75.0 '- GS40 D 4" double item 1 8 4 3/ 12"11 x 8"v 0.046" 75.0 IvICD40 Double 4" DL 8 4 7h 8"h x 8"v 0.040" 119.5 DBW45 Double 4 1/2" DL 9 4.5 th 8"h x 9"v 0.040" l06.2 TRMD45 Double 4 1/2 DL 9 4.5 th 8"h x 9"v 0.040" -106.2 1vIBD45 Double 4 1/2" DL 9 4.5 4h Ph x 9"v 0.042" 106,2 QTD45 D4.5"DL double hem 9 4.5 3/ 1 12"h x 9"v 0.044" -66.7 GSD45 D4.5"DL double hem 9 4.5 3/a 12"h x 9"v 0.046" -66.7 CW2D45 D4.5"DL folded hem 9 4.5 5/8 12"h x 9"v 0.042" 66.7 BW50 Double 5" 10 5 tfz 8"h x 10"v 0.040" 95.6 TRM50 Double 5" 10 5 'fi 8"h x 10"v 0.040" 95.6 MC50 Double 5" 10 5 th 8"h x 20"v 0,040" -95.6 MB50 Double 5" 10 5 1 1h I 8"h x 10"v 0,042" -95.6 L55T Double 5" 10 5 5/8 1 8"h x 10"v 0.048' -95.6 WGV50 Double 5" 10 5 1 5/8 1 611 x 10"v 1 0.048" 1 -95.6 CW250 D 5" folded hem 10 5 5/8 12"hx10"v 1 0.042" -60.0 QT50 D 5" double hem 10 5 3/ 1 12"bx10"v 0.044" -60.0 GS50 D 5" double hem 10 5 3/ 12"hxl0"v 0.046" -60.0 MCD50 Double 5" DL i0 5 1h 8"h x 10"v 0.040" 95.6 STVD35 Double 5" DL 10 5 518 8"h x le"v 0.044" 95.6 LD55T Double 5" DL ! 0 5 518 8"h x 10"v 0.048" 95.6 DWGV50 Double 5" DL 10 5 5/8 8"h x 10"v 0.048" 95.6 WGV3266 Triple 2 2/3 ° 8 2.6 '/z 8"h x 8"v 0.048" 119.5 STV3 Tri le 3" 9 3 th 8"h x 9"v 0.044" 106.2 MBB65 Sin le 6 3h" 61/2 6.5 lh 8"h x6.5"v 0.046" I47.1 Boar 8 ie t i a"n x u"v 8"h x 8"v U.U48" 0.050" -I6 -119.5 Double 4" 8 4 3A 8"h x 8"v 0.044" -138.8 &SRD61EPS Double 4 J@" DL 9 4.5 3/ 8"h x 9'v 0.044" -123.3 Double 6" 12. 6 3A 8"h x 12"v 0.046" -92.5 Single T' 7 7 8"h x 7"v 0.046" -1 'A F raaGtwrUv=D s M I -0 2 02 ffSy9Wl7 :1- noduet as - No 19354 gyp'. STATE OF ADNAL 25� RuGyfT ZOl2 No. Al-C B C�� DOUBLE B 2 X 3 WOOD FURRING STRIPS No. 2 MIXED SOUTHERN PINE OR BETTER. PLACED VERTICALLY. SPACINGTO MATCH HORIZONTAL SPACING IN TABLE. FASTEN TO MASONRY BLOCK WITH 3/16" DIA. ITW TAPCONS WITH MINIMUM 1-1/14" EMBEDMENT. TAPCON SPACING 8" MAX. WHEN FURRING IS AT 12" AND TAPCON SPACING 6" MAX WiU;N FURRING 15 AT 8". GALVANIZED ROOFING NAIL---, 1/8" SHANK DIA., 3/8" HEAD DIA X 1-1/2" LONG (2" LONG THROUGH FOAM BACKED SIDING WITH EPS IN MODEL CODE) FOR SPACING, SEE TABLE. FOR SPACINGS AT 8". STUDS. SPACING 16" O.C. STUDS WITH 1-12" ROOFING MAILS AT 3" MAX. SPACING, OR #8 X I-5/8" WOOD SCREWS AT 12" MAX. SPACING. TUD WALL BLOCK WALL• TRIPLE B BOARD & BATTEN General Notes 1. ALCOA VINYL & SOFFIT PRODUCTS ARE MFG. FROM A FORMULATED PVC COMPOUND MEETING OR EXCEEDING THE REQUIREMENTS OF ASTM D 3679 STANDARDS FOR PVC SIDING AND COMPOUNDS. 2. WALLS AND SOFFIT TO RECEIVE VINYL SIDING / SOFFIT SHALL BE CHECKED FOR STRUCTURAL ADEQUACY, CRACKS AND DEFECTS THAT SHALL BE ELIMINATED. 3. WALLS SHALL BE WATER PROOFED WITH ASPHALT SATURATED FELT OF NOT LESS THAN 157E /100 SQ, FLAS DESCRIBED IN SECTION 1404 OF THE FLORIDA BUILDING CODE. 4. WALLS & SOFFIT WHERE THE SIDING / SOFFIT ARE TO BE INSTALLED SHALL BE DESIGNED BY A REGISTERED ARCHITECT OR ENGINEER ACCORDING TO THE FLORIDA BUILDING CODE AND THE MINIMUM REQUIREMENTS OF THIS DRAWING. 5. INSTALLATION OF THE SIDING / SOFFIT AND ACCESSORY PRODUCTS SHALL BE DONE IN ACCORDANCE WITH THE MFG. INSTRUCTIONS AND THE APPLICABLE SECTION OF THE FLORIDA BUILDING CODE. ALLEN N. RnVES, P.E. SPFRUCTi.IRAL ENGVMR 1 `L ORMA LICI SE NO. 19354 2415 CAIv1PBELL ROAD SIDNEY, OH 45365 (937) 498-6720 PART: INSTALLATION DESIGN DRAWING FOR VINYL SIDING sea to table on eet 2. V23/12 DRAWN ANR DATE: 5 14 08 SHEET 1 OF 3 include erf ration att BY: / / S K - 8 - Revisions Date SCALE: VARIES t GALVANIZED ROOFING NAIL 1/8" SHANK DIA., 318" HEAD DLA., X 1-1R" LONG, THROUGH NAIL HEM HOLES AND BATTEN AT INTERLOCKS FASCIA .18 X:2" WOOD SCREW, BATTEN TO . ROOF FRAMING, 24" MAX- SPACING ROOF FRAMING/ ���"'-'�'�� '� VINYL SOFFIT 1 X 2 BATTEN J-CHANNEL . 2" 4 10 10" 2" WALL 24" ROOFOVERHANG EAVE CROSS SECTION FLOOD ROOF FRAMING 24" MAXIMUM SPACING FASCIA . 10 I x 2 w6w BATTEN STRIPS No. 2 MIXED SOUTHERN PINE OR BETTER LAVE FRAMING ISOWTRIC VIEW 1/2" DOU81_E S" 3" 3.1/3"I—r- 3 I!3 , 5/8"-T TRIPLE 3-1/3" 1 /2 TRIPLE 4" APPROVED NIODELS CONFIGURATION EXPOSURE INCHES THICKNESS f.003 DESIGN PRESSURE PS NET FREE AREA INz/FTa PTS12N Tri la 4" 12 0.040" +60.0 /-50.0 0 1yTS12V Triple 4" 12 0.040" +60.0 /-50.0 5.87 PTSMCV Triple 4" 12 0.040" +60.01-50.0 1.96 HVSION Triple 3-1/3" 10 0.044" t60.0 0 HVSIOV Triple 3-1/3" 10 0,044" ±60.0 9.19 TRMSION Double 5" 10 1 0.042" t60.0 0 TRMSIOV Double 5" 10 0.042" ±60.0 7.53` PSS10N Double 5" 10 0.042" t60.0 0 PSSIOV Double 5" 10 0.042" ±60.0 7.53 PTS10N Double 5" 10 0.042" ±60.0 0 PTS10V Double 5" 10 0.042,, t60.0 7.53 Fw ip BATTEN 1 NAIL `�puW unnWrr lI�— SOFFIT T cc NAIL- 10" OR 12" 1 BATTEN SOFFIT V OR - q^ OR 3-1l3" 3-1/3 3-I/3" r�No 9354 EAVE LONGITI INAL SECTIONS 1 2- 0- .4 0 GYis7- ,3 a 12 p9mucT l !Aims . fir, wlta AtOWN,Fla4b crWe17-am 7- PART: et ree ea to eon 8/23/12 DRAWN AddedSheet 3 to i clude erforatiou patterns. BY: No. Revisions Date SCALE: F. 2415 CAMPBELL ROAD SIDNEY, OH 45365 (937) 498-6720 INSTALLATION DESIGN DRAWING FOR • VINYL SOFFIT _A_Ib1R DATE: 5/14/OS S%3M 2 OF VARIES S K - 8 5 -1 (7) C� 477 HOLES /FOOT j +�...�.+++ 5724 HOLES /PANEL rpTS-12V587 OPEN — -� + + + 70.44- OPEN AIR /PANEL i o OOT 0 0 � 0 0 0 0 0 0 0 0-L 612 HOLES /FOOT (2 SECTIONS) .0123 X 812 - 7.53 OPEN AIR /FT. i +++ 416 0.$320 159 HOLES /FOOT c O 0 0 0 0 .50 PRO -SELECT PSSIOV rrP. 1908 HOLES'. /PANEL pTS-12C 1.47 OPEN AIR /FOOT (CENTER ONLY 0.250 1 /8 DIA 0.500 0.416 1/8 DIA. THRU 23.47 OPEN AIR /PANEL . 1 tYP� TRIPLE 4" PTSI2V,PTS12CV DOUBLE 5" TRMSiOV, PSS10V, PT810V 1 100 9.189 N.FA. SQ. FT. 144" LONG PANEL 92' Watt 4. . "'. G.ff 144 / 1.10 - 130.9 HOLES/SIDE — — — 11309J6 SLORA.1171- 132324 (6) SIDES X 130.9 785.4 TOTAL HOLES 0 r.� 13P 4 144 - 9.159 NFA 0.156 (5/32} AREA .156 X .75 = .117 0,750 785.4 X .117 = 91.9 OPEN AIR PER PANEL 91.9 / 12 = 7.66 OPEN AIR PER LINEAR FT. TRIPLE 3-1/3" HVSIOV III I I ur� E.vs°•�E�'. ALLEN N. REEVES, P.E. STRUCTURAL ENGINEER No FLORIDA LICENSE NO. 19354 MASTIC HOME EXTERIORS, INC. PRODUCT tavuw : p _ 2415 CAMPBELL ROAD ram�ftw" And& = O . STATE OF ��3 SIDNEY, OH45365 uwiftcc&T.A, Pb "�Z o R Q P ���' 93 498 6720 �'JSS/+OIN'AL�?G°� PART: INSTALLATION DESIGN COV14 �L( �j,�, 'DRAWING FOR VINYL SOFFIT 1 4 AliGvr7 2012 DRAWN BY: RLH I DATE: 8/23/12 SHEET 3 OF 3 No. F Revisions Date SCALE: S K— 8 5— 1 T vionaa ulauaing k_oae vnnne ONE xP s �a�Q'iVIM4 cw'IA ,M" BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Business',' - Professionai - "�' Product Approval USER: Public User Product AeDrov Menu > Product )r Application Search > Application List I n D Gai r 1� FL # FL2 R2. ` x Application Type Revision Code version 2010 Application Status Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com Jens Rosowski jrosowski@pgtindustries.com ]ens Rosowski 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext21140 jrosowski@pgtindustries.com :'Woittrg`' Single Hung Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Referenced Standard and Year (or Standard) Standard Year TAS 201, 202, 203 1994 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A http://wmrw.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEm... 5/25/2012 Florida Building Code Online L U6, — . Date Submitted 12/19/2011 Date Validated 12/19/2011 Date Pending FBC Approval Date Approved 12/27/2011 of Products Products FL # littp://www.fl.oridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEm... 5/25/2012 J MIAMI.9 � BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTI 1070 Technology Drive Nokomis, .FL 34275 ANCE (NOA MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 wvnv.mismi€ ade.pov/builditoc/ SCOPE: This NOA is �g issued under the applicable rules and regulations governing the use of construction he documentation submitted has been reviewed and accepted by Miami -Dade County BNC - 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 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. BNC 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. DESCIEUPTION: Series "SIB-200" Aluminum Single H12 a Window — N.Y. APPROVAL ]DOCUMENT: Drawing No. MD-SI-I200-01, titled "Single Hung Window Installation," sheets 1 through 8 of 8, dated 05/11/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IAVA.CT RATING: None. 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. RE, NEWAL 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. ADVERTISEMEN'T: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page l and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. �--- M //!/ NOA No.11-0614.01 �" Expiration Date: September 01, 2016 Approval !Date: September 01, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTEID A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-SE200-01, titled "Single Hung Window Installation" Sheets 1 through 8 of 8, dated 05/11/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. ')PESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry 'Pest, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of series SH-200 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6479, specimens 1 thru 26, dated 03/28/11,'signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS: L Anchor verification calculations and structural analysis, complying with FBC-2007, dated 06/08/11 prepared, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04. D. QUALITY ASSURANCE 1. Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated 06/08/11, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/08/11, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 10-1066 issued by BNC, dated 11/09/10, signed by Ishaq Chanda, P. E. G. OTHERS L None. E -t Mane Per E. Product Control E ami er NQA No. 114.101 Expiration Date: September 01, 2016 Approval Date: September 01, 2011 GENERAL NOTES: SERIES 200 NON -IMPACT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS Or THE FLORIDA BUILDING CODE, 2007'cDITtON INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN-MLAMI-LADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONW, ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLES 5 a 6. SHEET 4 & 6. 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5, SHEET 4. ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1l2° THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH AS SPECIFIED ON TABLE 6 & 6, SHEET 4 & 6, NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL SE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS, 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E130D. 8) THE ANCHORAGE METHODS SHOWN HAVE DEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT'W1TH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 0) REFERENCES: TEST REPORTS FTL-8479; ELCO ULTRACON NOA: ELCO CRETEFLEX NOA; ANSUAF&PA NDS-2006 FOR WOOD CONSTRUCTION AND ADM-2006 ALUMINUM DESIGN MANUAL. 10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR 4001 SERIES (FIN FRAME). WINOOW SHAPES )SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 & 3. Imo— WIDTH �I HEIGHT pp — ryl EOUALLi'.E PROVIEW/OPiEl I-e-- WIDTH F�21/L--Lj HEIGHT I H�/e I ARCHT0PPR0VfWl0RiEL RMUSTOPEOUALLOE NO ANCHORS REQUIRED IN FLANGE FRAME HEAD tjA 8- MAX. FROM ` CENTER OF MEETING_ RAIL 8' MAX. FROM CENTER OF MEETING RAIL yI 53.118"" TIP-TO-T(P WIDTH 52.1/8" BUCK WIDTH _ 49.1/8' .. VISIBLE LIGHT - --a 9' MAX. jVISIBLBL EI 21- LIGHT ! -M1'A>L O.C. TIP TO TIP 77' HEIGHT A BUCK HEIGHT 23. MAX. O.C. 9' L —B NO ANCHORS REQUIRED MAX. IN FLANGE FRAME SILL TYR FLANGE FRAME ELEVATION (TESTED UNIT) DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 2 & 3 NOT RATED FOR IMPACT RESISTANCE 1111111111/ oe1( )'YNN .,.,.'.k/Z(F �� �� •'' GBNSZ Q:• J $ C1o.58705 ; ON` N- A. LYNN 611LLER. P.E. P.E.d $6705 3" MAX. --«• C I S" MAX. O.C. T7' BUCK HEIGHT 3" MAX. J TYR INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) uulut GENERAL NOTES ..... _........... ..... 1 ELEVATIONS ................................ 1 DESIGN PRESSURES ...... ..... 2 & 3 INSTALLATION. FLANGE............ 4 INSTALLATION, INTEGRAL FIN...5 ANCHOR QUANTITIES ............ .... 6 GLAZING DETAILS ........... ....... ... 7 CORNER ASSEMBLY.....__........ 7 EXTRUSION PROFILES ................ 8 PARTS LIST ....... .... .......................8 RaInd By: Dale: RaWalom g DaecHpllcn: GENERAL NOTES & ELEVATION APPMwd w e ,jlyingwllh The Flwlde Balding Code NUAuue M- " MMm1 codllet \ J ROSOWSKI 1070 TECHNOLOGY DRIVE I Tw.; N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 P.O. 8OX 1529 NOKOMIS, FL 34274 Sertea/Alodek Seola: Shaet: Drowfng No. Rom^ CERT. OF ALJTH. 029296 SH-200 NTS � 1 OF 8 MD-SN200-01 I '!ABLE 1: TABLE 2: i u Maximum Window Height' Sash Height' (see Figure A, this sheet) Design Pressure (lbslft2) for Glass Type A, Fln & Flange Frame W ndo•,v Width' 19-1/8" 26.1/2' 33" 37" 41" 45" 49" 63-1/8" "� 11-9/16" Equal Lite) +55.01 .00.0 +55.01 -90.0 +55.0 1 -90.0 +55.0 -90.0 +55.01 -90.0 +55.01 -90.0 +55.01 .90.0 +55.0! -90.0 37" under 18.9/16 +65.0 , -20.0 +65.0 , -90.0 +55.0 , -76.2 +55,0 , .65. +55.01, -57.3 +50.2 .60.2 +44.8 -44.8 +39.9 -29.9 ' 18-9/16" (Equal Lite) +55.0 -90.0 +55.0 -9D.0 +55.01 -64.2 +55.0 -74.5 +55.0 -66.5 +55.0 51.0 +55.0' -57.7 +55.0, -56.0 over 18-9/1G' +55.0 -90.0 +55.01 -90.0 +55.01 -75.2 +55.01 -65.5 +55.0 j -57.3 +60.2 j -50.2 +44.8 j -44.8 +39.9 j 39.9 under 15-7/8" +55.0 I -90.0 +55.0 -87.1 +55.0 -73.4 +55.0 I -63,8 +55.0 156.8 +50.0 -50.0 +44.8 1 44.8 +40.0 40.0 38-3/8' 15-7/8" thnl 19-3/16" 3 -r55.0 -90.0 +55.0 , -90.0 +55.0 ; -78.7 +55.0 , -68.0 +55.0 -58.5 +51.1 -51.1 +45,9 ; -45.9 +41.3 , -41.3 19-1/4" (Equal Lite) +55.0 , -90.0 +55.0 , -90.0 +55.0 , -82.7 +66.0 -72A +55.0 -63.5 +55.0 -57.9 +64.2 , -64.2 +51.6 , -51.5 overl9-'1/4" +55.0' -90.0 +55.0 -87.1 +65.0 -73.4 +56.0' -63.8 +55.0 -66.8 +50.0 .60.0 +44.8 .44.8 +40.0 -40.0 underi99/t6" +55,01 -81.5 +55.0 -72.3 +55.0 -61.3 +56.0 55.3 +50.51 50.5 +45.81 -45.8 +42.0 •42.0 +38.7 38.7 45' 19-9/16" lhru 22-5/8" 3 +55.0 -90.0 +55.01 I -87.9 +55.0 , -74.0 +55.0 I -84.3 +55.01 -56.9 +50.1 1 -60.1 ' +44.8 1 44.8 +40.0 , I 40.022-9/16" (Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.01 -78,8 +55.0 -68.1 +55.01 58.5 +51.1 S1.1 +46.0 , -46.0 +41.4 41.4 over 22-9116" +b6.0 -81.6 +55.0 -72.3 +55.0 -81.3 +55.0' -55.3 +50.5 -50.6 +45.8 45.8 +42.0 42.0 +39.7 38.7 under20-V8" -+55,0 -71.6 +55.0 -62.8 +55.0 -55A +50.3 ( 50.3 +45.9 -45.9 --- +41.71 41.7 +38.9' 38.9 +38.21 -38.2 48" 20-1/8" thru 24-1/2" +55.0 -90.0 -02.5 +55.01 -69.6 +55.0 -61.8 +55.0 55.4 +49.3 49.3 +44.61 44.6 +40.0 40.0 24-9/16" (Equal Lfte) +55.0 -90.0 +55.0! -90.0 +55.01 -78.4 +65.0 i8.5 +55.0 -57.8 +50.4 50.4 +45.0 , 45.0 +40.1 40.1 over 24-9/16" +65.0 -71.6 +65.0 -62.8 +55.0: 55.4 +50.3 -50.3 +45.9 , 45.9 +41.7 -41,7 +38.9 38.9 +36.2 , 36 9 under20-131W +65.0 -67.8 +55.0' -59.9 +53.3 -53.3 +48.5 A&S +44.1' -44.1 +40.2' 40.2 +37.6 37.6 +34.8 34.6 505l8 20-13/18" thru 24-11/18" 3 +55.0 -89.6 +55.01 -80.3 +55.0 1 -67.7 +55.0 -60.6 +64.2 j -54.2 +49.0 49.0 +44.2- 4 2 +40.0 40.0 24-3/4" (Equal Lite) +56.0 I -90.0 +65.0 1 -90.0 +55.0 1 -75.4 +55.0 -86.7 +55.0 -57.4 +60.3 1 50.3 +44.9 -44.9 +39.9 39.9 over 24-314" 1 +56.0 57,8 +55.0 -59.9 +53.3 53.3 +48.5 .48.5 +44.1 -44.1 +40.2 r -40.2 +37.6 , 37.6 +34.8 34.8 under24-15/16" +55.0 56.0 +43.6 43.8 1 +41.91 41.9 +39.1 -39.1 +36.0 -36.0 +32.0 32.6 +30.0 -30.0 +27.64 -27.6 61" 24-15116" thru 305/8" 3 •►55.01 -75.0 +55.0 -66.0 1 +55.01 57A +51.91 51.9 +47.4 ' 47.4 +43.2 j 43.2 +39.9, 39.9 +37.3 j 37.3 30-9110" (Equal Lite) +55.0 I -57.9 +55.0 -76.5 +55.0) -65.8 +65.0 59.7 +53.6 -53.5 +48.71 -48.7 +43.9 43.9 +39.91 39.9 o+er 3D-9/16" 456.0 -67.8 +65.0 59.9 +53.3 , -53.3 +48.5 40.5 +44A 1 - 44.1 +40.2 , 40.2 +37.61 47.6 +34,8 34.8 under 25-3/4" +54.7 , • -54.7 +412 41.2 +40.3 , 40.3 +37.8 -37.8 +34.8 -34.8 +31.3 r 31.3 +28.9 , -28.9 +26.6 , -26.6 83" 25.3/4" thru 31-5/tr' 3 +55.0' -72.0 +55.0 -e3.2 +65.0' 55.7 +50.5 50.5 +46.1 -46.1 +41.9 41.9 +39.0' 39.0 +36.3 36.3 31-9116" (Equal Lite) +65.0 -83.9 +66.0 -71.7 +55.0 -64.8 +55.0 58.2 +52.4 -52.4 +47.9 -47.9 +43.3 -43.3 +39.71 39.7 oter 31-9116, +56.01 -67.8 +65.0 -59.9 +53.31 -53.3 +48.5 -46.5 +44.1 -44.1 +40.2 -40.2 +37.8 37.e' +34.8 34.6 under 29-3/4" +53.3 53.3 +39.7 , -39.7 +39.1 , 39.1 +36.7 , 36.7 +33.4 , -33.4 +30.3 30.3 +28.0 , -28.0[+;26.8 -25.8 73"29-3/4" lhm 3B5/8n 3 +55.0 ' $1.o +620, -520 +48.211 -48.2 +44.0 44.0 +40.1 -40.1 +37.0 -37.0 +34.5 34A4 31.4 387911W (Equal Lite) +55.01 -68.3 +55 01 -56.3 +52.1 1 -52.1 +5.1.5 51.5 +47.01 47.0 +42.7) -42.7 +39.61 39.6 +37.0; 37.0 over36-9116" +65.0 -87.8 +55,0 -56.3 +52.1 -52.1 +48.51 48.5 +44.11 -44.1 +40,21 40.2 +37.6 -37.6 +34.8 34.8 under 31-3/4" +53.3 1 53.3 +39.7 -39.7 +39.1 , 39.1 +36.7 -36.7 +33.4 , -33.4 +30.3 , 30.3 +28.0 , -28.0 +25.8 -25.8 7W 31-3/4" thru 39.3 +56.0 -58.3 +48.0 48.0 +45.2 , 45.2 +41.2 41 2 +37.9 37.9 +34.8 , 34.8 +31.7 , 31.7 +28.5 -29.5 39-1116" (Equal Lite) +55.0' -62.5 +60.8' -50.8 1 +46.31 46.3 +46.2' 45.2 +44.2 f -44.2 +40.3 1 40.3 +37.7' -37.7 +34.9 34.9 Tip -to -tip dimensions for flengs windows shown. For in windows or buck dimensions, subtract 1". a Overall sash height. For clear daylight height, subtract 3-9/1W. Size range includes the standard Pro -View (3-owr-2 configuration) for the given Window Height. I -or overall sash width, subtract 2-15/18" fiom the buck dimension. Y-culawic G es A 118" Annealed 1/8' empered C 3116r Annealed D 3/16" Tempered E 1/4" Annealed F 1/4" Tempered TARLE 3- insulated Glass Types G 1/8" Annealed, 1/4" Airspece, 1/8" Annealed H 3116" Annealed, 3/16" Airspace, 1/8" Annealed I 1I8" Tempered, 1/4" Airspace, 1/8" Tempered J 3116" Tempered, 3/18" Airspace, 1/8" Tempered FIGURE A: SASH CROSS SECTION (WITH MONOLITHIC GLASS) I VISIBLE L HEIGF SASH HEIGHT I . H HT NOTES 1) USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 1/8" ANNEALED GLASS (TYPE A). 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Ap(.,m,at u. canq>L iWr With the FI",1m, B.Idi"s ceAe Dute IvOAi1�,L- _. Miarl Dade Ftadn nuvl ®7 r r. �0C) o J � 00 LL yO g Q 0 C V rt Z H W Z o lY CL 1: N Z J �g �ag c 0 vltlulur,,'., ' 40.. �'N z ti : Z a r1 0 �. 4( lg 8 : Q Oj Z� Z ,°Dn ZZ Q 'loy�ye .....P�0 a �rr/111111t+t` N I1" WEEP NOTCH Q PJ.CHEND 90e CORNER FRAME ASSEMBLY 50 51 MITERED WITH FRAME -_ W EL09 AT SCREW BOSSES ASSEMBLY DETAILS FOR ANGLED/CURVED FRAME ASSEMBLY 1" WEEP NOTCH 0 EACH END APPorcJ as walPlylug niLl+ the neo `Jx Bulding Code 11 ANGLEDICURVED N MI M1nm1-u,ds rioa■ kit FRAME 90e CORNER ASSEMBLY ter_ FRAME ASSEMBLY 1 90 �Fi 8 to J Z 0 N 7I LLI 6 / I C3 i- Do J FLANGEFRAME gzLL Ci e o SHOWN FIN g 1e / MITERED FRAME �+ a0 is WITH FRAME FRAME SIMILAR .R } 0. WELDS AT d J n CA SCREW BOSSES In Z ¢ ♦— ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR V) (g FIN FRAME CORNERS FRAME TO MEETING RAIL Q = o 2 118" ANNEALED OR 3116" ANNEALED OR 1/4' ANNEALED OR J __ TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS I 3 GL 1/8" GLAZING DETAIL GLASS TYPES A & B 3B" NOM. GLASS SITE 4 3/8" NOM. GLASS SITE 3/16" GLAZING DETAIL__ 1/4" GLAZING DETAIL GLASS TYPES C & O GLASS TYPES E & F N z � 2)A� 1/2' NOM. 112" NOM. GLASS STACK GLASS STACK N 1/A" AIRSPACE — 3116" AIRSPACE 0 ^ n 1/8" ANNEALED OR 3/16"ANNEALED OR 9 &1 4 TEMPERED GLASS 118" ANNEALED OR TEMPERED GLASS 118" ANNEALED OR `4 TEMPERED GLASS TEMPERED GLASS —a! Li 43 II 63 43 I j II 64 52 d � o S 318" NOM. 3/8" SITE f GLASS BITE I� �� GLASSS BITE _ 36 1i53 33 32 ``111lillrl rr�.. - 0 a�. !sue `v'V . L /6<�'.vV'•� C 112" I.G. GLAZING DETAIL 1/2" I.G. GLAZING DETAIL = w } o o=2i GLASS TYPES G& 1 GLASS TYPES H& J ^ z ,2oyf z k4V - 4I , .•PLO\ d ��1/1(lul%\0 Item # PGT I Dwg. # PGTPart # Description 1 2703E 62703EW Flange Frame Head 2 2751B 62751BW Flange Frame Sill 3 2781 62781W Flange Frame Jamb 4 2713 62713BW Integral Fin Frame Head 5 2714E 62714EW Integral Fin Frame Sill 6 2782 62782W Integral Fin Frame Jamb 7 2706 62706DW Sash Bottom Rail 8 2707 62707CW Sash Top Rail 62739W Fixers Meeting Rail i739 2709 62709CW Sash Side Rail 2740B 742740AW Sash Bottom Lock 12 2785 62785W Sash Stop 13 134 66615 Addon Flange 20 1226 61228DW Any I Bulb, Flex PVC 70 21 1662C 71662CW Head/SIII Gasket, Polyethelyne 22 1270 7PA0118 Open Cell Foam Pad 23 2772 72772SHK Fixed Meeting Rall Plug Gasket, Rigid PVC 24 4066 64C68G _ Wslp.,187 X.230 Fin Seal 25 2784 72784W Sash Side Rail Gasket, Polyethelyne 26 1078 7121LIM Balance Takeout Clip 27 Varies per Size Balance 28 2711 4280OW Sash Cam, Nylon 29 1096 71096W Sweep Latch, Zlnc 30 1016 7858WW #8 X.625 Ph. Fl. SMS Latch Screws 31 1267 71267N Setting Block 1/8" x 1/2" x 1", EPCM 32 - 6DURAK316 Duraseal - 3/10" 33 6OURAK14 Duraseal - 1/4" 34 Sash Bottom Lack Spring 35 Screen Cloth, Fiberglass 36 Dow Coming 899 Silicone Glazing Sealant 40 1025 01e25B Glass Bead (1/8" Glass) 41 2719 62719E Glass Bead (3116" Glass) 42 1263 61263B Glass Bead (1/4" Glass) 43 1253 6VT48B Glass Bead (I.G.) 50 761 P_QA #8 X. V QUAD Pa SMS 51 781PSTX 08 X V Sq. Pn Twin Fast SMS -410 S.S. 52 1184 781LHPQA #8-15 x 1 LH Twinfast Screw Zinc 53 1186 781 LHPQX #8-15 x 1 LH Twinlast Screw Zinc (B.S.) 54 78XIPFTFUA #8 X V Ph FI u/cut SMS 55 78X1FPAX #8 X V Ph FI - Stainless Steel 60 1/8" Annealed or Tempered Glass 61 3/16" Annealed or Tempered Glass 82 III4'Annealed or Tempered Glass 63 118"- 1/4" Air- 1/8" An. or Temp. I.G. 64 1/8"- 3/16" Alr- 3/16" An. or Temp. I.G. osz" 500' - -T 0FLAllZIIINGE FRAME HEAD 6063-TB ALUMINUM 2.056" I 3.225" .975"T 1.12s° 1 - .050' J� 2. ----- OINTEGRAL FIN FRAME SILL 8083-T6 ALUMINUM -- I F- .062' 1.602" .062" OFIXED MEETING RAIL 6063.T6 ALUMINUM a 1 z.e0o•' - i --- 2.056^ --- - - . C2 FLANGE FRAME SILL _ 6063-T6 ALUMINUM .082' z a0o" 1 ow" - .976" -- .052' .050" i, INTEGRAL FIN FRAME JAMB v 6063-T6 ALUMINUM .062' 1.187' .080' --n i ---1 .926' �- O10 SASH SIDE RAIL 6063-TO ALUMINUM ,tllalr+rr QS�..•"ttCENSF'•. �Ctp '' No.58705 �' = 3 a it �,n'•, ST' E OF N A. LYNN IAILLER. P.E. P.E.p 68T06 1 1 T I Y. 2.000' I .500' �- T 062" - L _. 13 1 FLANGE FRAME JAMB 6063-T6 ALUMINUM 1.BD7' 1.229" 062' I F tr .osz" .826,8' f �- 7 SASH BOTTOM RAIL 6063-TO ALUMINUM 2.000' - - 1.125" 050' 062' T 869" .062' .062' L, -- J 4 ,NTEGRAL FIN FRAME HEAO 6OB3-T5 ALUMINUM 1.898' .062" J, .800" i4 SASH TOP RAIL 8) 6063-T6 ALUMINUM 865" T .039' .826' .97a" 1.157" -� 11 SASH BOTTOM LOCK RAIL t2 SASH STOP S 8063-T6 ALUMINUM e063-T6 ALUMINUM ReNaed 6y. Data: Revfafw ® OaeMptfoa: BOM &PART DETAILS ADDON FLANGE 73 6063-TG ALUMINUM APpfared m wcrpydft. itb the FTotid BWORINSCede Da1er�I NOAY BQead liodeH e J ROSOWSKI 1070 TECHNOLOGY DRIVE title: uo�er N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 P.O. BOX 1529 NOKOMIS: FL 34274 5erree/Model: Scafr: Sneet: DmnGtq No. Rev: CERT. OF AM. 029298 SH-200 NTS 8 OF 8 MD-SH2O0-01 INSTALLATION DETAILS FOR FLANGE FRAMES OPTIONAL ADDOPi 13 INSTALLATION FLANGE Q HEAD. OPTION 1 SILL a JAMBS CURVED HEADER _ INSTALLATION INTO 'NOOD7- 2X, SEE NOTE 2, 7HIS SHEET. _ Y 7 LJ� EMBEDMENT .�..— 1/4" MAX I SHIM ! 3 \ TYP. ANCHOR TYPE, EMBEDMENTAND 1.465' EDGE DISTANCE PER SUBSTRATE, q SEE TABLE 5, THIS 38 SHEET. VISIBLE LIGHT HEIGHT I 61 I 30 T29 41 S 2.751' 9 BUCK EXTERIOR USE EITHER HEIGHT —� LATCH (#29)OR BOTTOM LOCK TIP -TO -TIP 32 HEIGHT UNIT LOCATION: 35 6-5/8" FROM 64 VENT END. VISIBLE 7 LIGHT HEIGHT 34 2264' j� NO ANCHORS REQUIRED IN FLANGE FRAME SILL A Im, 4 MAX —I SHIM INSTALLATION OPTION 1 STRAIGHT HEADER INSTALLATION ONTO WOOD 2X. NO ANCHORS REQUIRED AT HEADER. #12 ST --D ING SEE 3 S, THIS ol SHEET INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. CONCRETE/CMU EMBEDMENT -- —� PERANCHOR REQUIREMENT T114" MAX EDGE SHIM DISTANCE I TYP. ANCHOR ' TYPE, EMBEDMENT .° AND EDGE .. DISTANCE PER SUBSTRATE, SEE TABLE 5, THIS SHEET. INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. SHIM CONCRETE/CMU PER ANCHOR 7. . • REQUIREMENT TYP. ANCHOR TYPE EMBEDMENT AND • EDGE DISTANCE ' PER SUBSTRATE, ! SEE TABLE S. THIS SHEET. EXTERIOR �3 jam+— VISIBLE LIGHT WIDTH BUCK WIDTH --� TIP -TO -TIP WIDTH HORIZONTAL SECTION A -A Anchor Group Anchor Substrate Min, Edge DKdance Min. Embedment A 1/4 410 SS CreteFlox Ungrcuted C U, (ASTM C-90) 1" 14/4" B 012.St.19MS p " 13/8" Alu n 6003 T5 min. Steel Slud, Gr. 33 min. 3J8" 1/8"'(G5) 318" 0.034E (20 Go)* A$$ Steel 114" 410 SS CreteFlex P.T. Southern Pine (SG = .55) 1" 1.218, Concrete (min. 3.35 kel) 1" 1" Ungrouled OMU, (ASTM C-9D) 1-3!4" 1-1/4" C 1/4" Steel Uitracon F.T. Southern Pine (SG = .5 1" 1.TU' Concrete (min. 2.7 kai) V 1.3/8' Ungrouted OMU, (ASTM C-9D) 1" ALUMINU EL FRAMING OR EXTERIOR ! 11 LID. SEE SUBSTRATE • MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. !1 I PROPERTIES, TABLE 5, THIS SHEET. NOTES 43 1) USE ONLY SUBS7RA7C-APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW, 31 20 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5. THIS SHEET, ALL WOOD SUCKS LESS THAN 1-11r THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 2X WOOD 2 1X WOOD SUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS BUCKSTRIP, (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE apfr .•ed iu eu,uelyiag with mt SEE NOTE 2, ENGINEER OR ARCHITECT OF RECORD. Mid. Baidhtg Curia THIS SHEET. - Date 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO 1 I 1 I 1 I I / / 1 NOM REFERRED TO AS DAYLIGHT OPENING) IS \ �0�y`( t- „...444 77 t e: Ravblort: tern! Dale Tiede fret MEASURED FROM BEADING TO BEADING. \ ���.•'1CgNSS •'• R 8) T 1/4'MAXSHIM - _ �. '• wired a: RoNalcrr. 14..55705 CONCRETE PER m*a By: ® ottertpt!ont ( REQU REMENT = o h �) -w FLANGE FRAME INSTALLATION DETAILS •1 ROSOWSJ<I I/ IEMSEDMENT 1 Q EDGE 1 DISTANCE INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EGRESS FORMULAS (EQUAL-LITE) WIDTH: TIP -TO -TIP WIDTH -4" HEIGHT: TIP -TO -TIP W IDTF1/2 - 6-5116" VISIBLE LIGHT FORMULAS (EQUAL-LITE) WIDTH (SASH): TIP -TO -TIP WIDTH - 5-1116- WIDTH (FIXED): TIP -TO -TIP WIDTH - 4" HEIGHT: (TIP -TO -TIP HEIGHT - 7-1116112 OF FLOR�P.•��=` 1070 TECHNOLOGY 34275 iitrt: t NOKOMISOX 134274 SINGLE HUNG WINDOW INSTALLATION VERTICAL SECTION B-B !rrll 111 Se rao/Moda& scab: s#u.h Iker!n -" - ALYNNMILER.P.E CERT. OF AM. #29288 SH-200 NTS 4 OF 8 ME P.E.# 68765 05/11/11 AST COAST i PUijjN ::` PRODUCTS, INC 1008 Bell Avenue, Suite A Fort Pierce, FL 34982 r (772) R64-7600 283.5650 SPAN0891 LAKES, By �- MIN, SETBACI FRONT 20�r'/off _ SIDES /12.Sfrue ES ZNG. r 'z'':.• 0 TECH.fz i i;s i d _ � Age jj lot., . I i .d Y�. r'�4:V. .y. �• j�: -IMP i CONTRACTOR: East Coast Aluminum Pruducts, Inc. DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The 2010 Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2005 Edition 3. ASCE 7-10. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category 1. 2. Basic Wind Speed, Table 1609C State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 VuLT=150MPH, VASn = 116MTH 3. Exposure Category, Paragraph 1609.4.3: Exposure C 4. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category I. Foundation Design Existing concrete. No additional concrete footing or slab is required to resist the loads imposed upon the existing slab by the proposed construction if the existing slab is a minimum of 4" thick and in sound condition, free from structural cracking, spalling, or other deterioration. Roof Type - 1. Roof Type: EXISTING 2. Roof Material: EXISTING Specifications The following specifications are applicable to this project: 1. All work shall be in accordance with the Florida Building Code, 2010 Edition, with Supplements, and any other applicable local codes and regulations. 2. The minimum wall thickness of aluminum extrusions shall be in accordance with the Florida Building Code, 2010 Edition with Supplements and the 2005 Edition of the Aluminum Association Manual, but not less than 0.040 inches. 3. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no manufacturer substitution is acceptable without the specific written, signed and sealed authorization of Suncoast Architecture & Engineering, LLC. 4. Fasteners are required to be SAE Grade 5 or better zinc plated. 5. Where concrete specifications are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the following specifications are applicable: a. Concrete shall conform to ASTM C94 for the following components: i. Portland Cement Type I,- ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining +/- 1 % - ASTM C 260 iv.Water reducing agent - ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric - ASTM A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after hatching is not pennitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. e. Moist cure or polyethylene curing permitted. f. Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. h. All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 6. The minimum nominal thickness of protector panels (kickplates) shall be an industry standard of 0.024 inches. 7. All lumber and plywood shall have grade marks and treatment identification and Shall conform to the following: a. Framing lumber shall be minimum no. 2 southern yellow pine and have a maximum moisture content of 15%. b. Pressure treatments shall be osmosalts, osmose k-33, womansalts or celcure, as recommended for the use condition. Pressure treated lumber shall be impregnated with a cca salt treatment in accordance with fs. tt-w-571 and bear the American Wood Preservatives Institute quality mark 1p-2. c. Wall Sheathing: APA rated Sheathing, thickness as indicated, Exposure 1. 8. Contractor shall provide Florida Product Approval information as to the exact window being utilized for this project, including manufacturers specifications, and installation methods for anchoring the submitted windows to Aluminum members and specific sizes as indicated on A-L 9. Contractor shall provide any additional backing and anchors as required by the window manufacturers recommended procedures. BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. �U U 0 X N N X u- 7 -6 2X3XO.045" (TYP) COMPONENTS & CLADDING - VAso DESIGN PRESSURES FOR WINDOWS / DOORS: +30.4 PSF / -40.7 PSF ADJUSTED CO-EFFICIANT FOR EXP C - 1.21 +36.8 PSF / -49.2 PSF 1X3RC Or U I M j� X 1X3RC 2X3X0.045" (TYP)-� i0 i� EXISTING RISER PAN ROOF r EXISTING 2"X2" BEAM 20 HOL 16 0. C. %����s®>aeatsaease e 4 F' . ` • o {G m O &L �+ 7� : z eIle t/ PROSE$$} CaNALtiI'_AL 2X3X0.045" dq 'UT C)b (nP) �l3 �:� CT� BAD E COIN ilt-VIV-1 ` FOR yE 'I1di'1� p�( QTn -g EXISTING SHED 5/8" EXTERIOR SHEATHING W/ #15 [-FELT OR HOUSE WRAP & VINYL SIDING --� 1-X3RC M EXISTING x SHED ZA-2 7'-0" NOTES: 1. ALUMINUM POST 204.045" 16" WHERE NEEDED. 2. EXTERIOR 5/8 SHEATHING W/ (1) LAYER 15# FELT & VINYL SIDING TO MATCH. LLl 0 ° co Lu Z LL! Z Q Z LLJ C7 w w Q L z Z O w w O z w Vl Z W LL p 0 ED O CL Ln LL 0 ° Z W LL 0 Z o U N 0) U ;1 s W U V� Zy/ = o _owl Q ti G O N w LU Z' 0 w I V) L 1 J r m o Q Z -' ia-T .N; F US�-Ln w U 9s1- Z LZLI o 3: 0 tiUr LL LL Z 0 0 0 w V) ° W 'CIO) °z It w Z LL m H Lr<U o Z U w�W Z L u W d Q�O CL Ch LL DRAWN BY EL DATE DRAWN 08/23/13 REVISION SHEET NO: A-1 ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2 x 2: 2" x 2" x 0.046" 2 x 3: 2" x 3" x 0.050" 2x4: 2"x4"x0.050" 2 x 5: 2" x 5" x 0.050" OPEN BACK SECTIONS 1x2:_1"x2"x0.040" 1x3: 1"x3"x0.045" SNAP SECTIONS 2 x 2 Snap: 2" x 2" x 0.045" 2 x 3 Snap: 2" x 3" x 0.050" 2 x 4 Snap: 2" x 4" x 0.045" SELF MATING (SMB) 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" 2X9SMB: 2" x 9" x 0.072" x 0. 124" 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" MINIMUM FASTENER EDGE DISTANCE: 1/2" MINIMUM FASTENER SPACING: 3/4" EXISTING 2" x2" EAVE BEAM 1 1/2" X 3" X 0.050" ALUM RECEIVING CHANNEL W/ (2) #12 x 3/4" SMS EACH SIDE AT STUD LOCATIONS & 1/4" DIA. x 1 1/4" CONCRETE SCREW ANCHOR AT 16"O.C. EXISTING CONCRETE (4) #14 x 3/4"SMS W/ NEOPRENEFACED WASHER EA. PANEL LEXISTING 3" RISER PAN PANEL 1 112" X 3" X 0.050" ALUM RECEIVING CHANNEL W/ (2) #12 x 3/4" SMS EACH SIDE AT STUD LOCATIONS & #12 x 314" SMS INTO EXISTING 2" x 2" AT 12"O.C. 2" x 3" x 0.045" @ 16" O.0 5/8" APA RATED EXTERIOR SHEATHING AND INFILTRATION BARRIER WITH EXTERIOR VINYL SIDING rs_'� WALL SECTION noppm ;s AMS F opli EXISTING 3" RISER PANEL VINYL INFILTRATION BARRIER OVER 5/8" PLYWOOD FASTEN @ PANEL EDGES W/#10 xl"@6"O.C.&@12" O.C.@ INTERMEDIATE SUPPORTS (4) #14 x 3/4" PER PANEL W/ NEO- WASHER 1 1/2" x 3" x 1 1/2" x 0.050" -CHANNEL W/ (2) #12 x 314" EACH SIDE 114" x 2 1/4" CONC. a I d� SCREW ANCHOR ^• < a ` @ 12" O.C. ,_ _ �-• 2" x 3" x 0.045" HOLLOW @ 16" O.C. 1 1/2" x 3" x 1 12" x 0.050" CHANNEL W/ (2) #12 x 3/4" EACH SIDE S', WALL ASSEMBLY & CONSTRUCTION DETAIL A-2 SCALE: NTS t tt9eq�0{0®@�''9 G� o IL 6- ; Z . 0 Q '• % 1 Z 7 , ie S`•obncccci� t ie� cent � t cc W LLI Z LLI 3 a: LLI Q) c Q Z O N Z N Z =I ILLI ILL; Q O Wa F- O 0- N LL W fY N iL W d. co LL 0 Z Q L1J W b Z 5 0' CoQ�Q CL LL DRAWN BY EL DATE DRAWN 08/23/13 REVISION SHEET NO: A-2