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WS-10-309.4* Scheduled Inspection Date: March 29, 2010 Inspector: Bruhn, Norman Owner: RASMUSSEN, CELESTE Job Address: 9454 NE 4 Avenue Miami Shores, FL Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES Building Department Comments March 26, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Phone Number Inspection Number: INSP - 136555 Permit Number: WS -3 -10 -309 For Inspections please call: (305)762 -4949 0- Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Parcel Number 1132060136050 Phone: 954- 979 -2137 Passed 11Pb 7 ,) Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments cic_, Page 10 of 27 Project Address Owner Information March 11, 2010 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Contractor(s) Phone THE HOME DEPOT AT HOME SERVICI 954 -979 -2137 Cell Phone Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $4.20 $t40 $170.00 $12.00 $5.60 $193.20 Address Building Department Copy Expiration: 09/04/2010 Parcel Number Phone .AMP/ ....NOMMOMMENBMAZKOMINUMNiiiiS CELESTE RASMUSSEN 9454 NE 4 AVE MIAMI FL 33138 -2710 Valuation: Total Sq Feet: $ 6,808.00 0 Type of Work: REPLACE 7 WINDOWS No of Openings: 7 Additional Info: BUILDING Classification: Residential Invoice # Invoice Total Amt Paid Amt Due WS -3-10 -37148 $193.20 $193.20 $0.00 Check #: 6038 Applicant Cell For Inspections please call: (305)762 -4949 Available Inspections: Shutter Attachment Inspection Type: Window Door Attachment Final Shutters Final 2 Miami Shores Village '� Building Department g artment p 1 0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBCOMO Permit Type (circle): Bui ng' . Roofing Owner's Name (Fee Simple Titleholder) C ELE575 RFISmU &SE)•. Phone # 3 -Q 1( —(QLj. Owner's Address q L 154 LLt L"i"p FUG City rn I f!fl ( Sftg6 State flegi .�fl Tenant/Lessee Name Job Address (where the work is being done) C I L / 514 IJ& 4111 AVE Permit No. W ©- 30 Master Permit No. Zip 3 lac: Phone # City Miami Shores Village County Miami -Dade Zip 33138 FOLIO / PARCEL # 1 1— 82tf,r, " 0I3 Is Building Historically Designated YES NO Contractor's Company Name T `1 Vl 11 G Oectif frriX11E SEW( CO Phone # :31;) `et S Contractor's Address avio rri e e ^p City 011110 01 State FLORI Zip 30339 Qualifier Name 6DLISI t` eeirri 01 192.. Phone # 4 331' - ©gi" State Certificate or Registration No. CRC ('S L4(cS5 Certificate of Competency No Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ b $ 0 g Square / Linear Footage Of Work: Type of Work: ❑Addition Alteration (=New ❑ Repair/Replace ❑ Demolition Describe Work: L)toa Recta a r 1 IinniC,1 * * * ** ****** * ****** *** ***************** F ees *** *** * * ******* ******** *** ***** **** ******** Submittal Fee . Permit Fee $ CCF $ �., 6 C6/CC Notary $ Training/Education Fee $ ^"‘...) Scanning $ to( ( Radon $ Bond $ Code Enforcement $ /j �� `�� Structural Review. $ Total Fee Now Due $ 143 ' Technology Fee $ rarggr3 DPBR $ Zoning $ Double Fee $ See Reverse side -, t0-4 3a-c'r Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip tt Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. n n Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The forego; instrume t was acknowl day of , 20 _ , by , day of who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: APPLICATION APPROVED BY: �� J7/ 4 (Revised 07/10/07) d before is o is personally known to me NOTARY PUB ► C• o has produced cation and who did take an oath. Sign: Sign: Print Print: --- w ° . q . Expires 4!28 My Commission Expires: My Commission 17 , . i�� „; Inc �nn a Florid0 idotaN ,c,eeesanoa4 , Plans Examiner Engineer Zoning LIMITED POWER OF ATTORNEY BE IT KNOWN, that ( "Principal") has made and appointed, and by these presents does make and appoint THD At- Home ,ices, In d/b /a, The Home Depot At Home Services and/or its agent m true and lawful Attomey -in -Fact for him/her and in his/her name, place and stead, for the following specific and limited purposes only: Witn tness • ed and delivered in the presence of: Principal ��. (2. To execute any and all documents reasonably necessary, including without limitation any permit applications, for the sole, specific and limited purpose of obtaining a permit for home improvements on behalf of the homeowner(s) S11;1 C" and for the property located at: giving and granting said Attorney - in - Fact, full power and authority to do and perform all and every act and thing whatsoever necessary to be done in and about the specific and limited premises (set out hereinabove) as fully, to all intents and purposes, as might or could be done if personally present, with full power of substitution and revocation, hereby ratifying and confirming all that said attorney shall lawfully do or cause to be done by virtue hereof. IN WITNESS WHEREOF, I have hereunto set my hand and seal this .a-tp day of brvr -ri' , 2000 . STATE OF -,- , N ) . COUNTY OF fig i) f Ar ii ) ) ' Notary Public in and for the State of Florida, do here certify that C. ! , who is either () personally known to me, or Vwho provided as identification, appeared before me this day in person and acknowledged that he/she signed, sealed and delivered the said instrument as his/her free and voluntary authorized for the uses and purposes herein set forth. GIVEN under my hand and official seal this day of ••• .. O tt to •'• , 20 ID • • • • ••• • • • • • • s • • • • • • • •• ••• •• • • • •• • • • 1/1y ;ogjmi ision expires • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••. • • • • •• • • • : 'ern t Ut ioritanc i : : M• : : :• • •. • • • ••• • • Notary Pubh JS. ' MY COMMISSION # DD ' 677220 EXPIRES: May Y22, 2011 Banded Nu Underwriters O15EMrfg Cocatidn • No • Location• CQMei•, Zone • •dr Interior PR9OUGT, ACCEPTANCE NUMIDER• Style PRODUCT APPROVAL APPROVED REQUIRED OPENING DESIGN PRESSURE MAXIMUM TESTED SIZE Window Opening Dimension MULTIPLE WINDOW MULLION REQ. ARE SHUTTERS REQUIRED ( +) PSF ( -) PSF (4.) PSF ( -) PSF Wdth IN Height IN Wdth IN Height IN - : "1' "" :5• ' I 07- 0322. SH 80.00 80.00 46.50 62.20 48 63 18 1/2 38 3/4 N/A NO ,; 4,,, 07 -G 2.D6 SH 80.00 80.00 46.50 50.40 48 63 19 39 N/A NO 3 •il.••' 07- 0322.06 SH 80.00 80.00 46.50 50.40 48 63 19 39 N/A NO 4 4 07- 0322.06 SH 80.00 80.00 46.50 50.40 48 63 19 39 N/A NO 5 4 07- 0815.09 SGW 75.00 75.00 46.50 50.40 60 48 55 39 N/A NO 6 5 07- 0322.06 SH 80.00 80.00 46.50 62.20 48 63 37 51 N/A NO 7 5 07- 0815.09 SGW 75.00 75.00 46.50 62.20 60 48 55 511/4 N/A NO Notes: ER GLASS WINDOW / SH= SINGLE HUNG / DH= DOUBLE HUNG / GD= GARDEN DOUBLE SWING DOOR / PD= PATIO SLIDER `" ` - C� OOR t CASE= CASEMENT / PICT= PICTURE WINDOW / ED= ENTRY DOOR / AWN= AWNING THE HOME DEPOT -AT HOME SERVICES ••. • WINDOW AND DOOR INFORMATION SHEET • • • •• • J'OB #• ....4882926 • NAME: Rassmussen • • • •••• • • • •••• • • • • • • •••• • • • • • • • • • 0 •• •• • • • • • • •••• • • Job# 4882926 • •• • • • • • Mean Roof Height 10' Roof Slope 3112 WINDOW/ SHUTTER DIAGRAM SHEET Celeste Rasmussen 9454 ne 4 ave Miami Fl 33138 1 2 3 4 5 0 Building Width 31' Building Length 64' 6 7 1 1 1 . • • • • • •• •• • • • lb .• • •• • • 1 • bath Stair Stair Stair Kitchen Dining Room 1 OF 1 •Bui Idilxj Heig+tt;; • • • Roof 544 ; • 10 Positive less than degrees • • • • Negative Roof than Positive Slope greater 10 degrees Negative . ;.• iz4 & z0 "• z' z5 z4 & z5 z4 z5 • 0- 15....39.1 • ,• 42.4 52.1 42.7 46.3 57.2 16 -20' • • 41.5 16 -20 45.0 55.4 45.4 49.2 60.8 21 -30 45.2 51.9 49.0 60.3 49.4 53.6 66.2 31 -40 48.1 59.8 52.1 64.1 52.5 57.0 70.3 41 -50 50.4 77.1 54.6 67.2 55.0 59.7 73.7 51 -60 52.4 65.7 56.7 69.8 57.2 62.0 76.6 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 44.9 48.6 59.8 49.0 53.2 65.7 16 -20 47.7 51.7 63.6 52.1 56.5 69.8 21 -30 51.9 56.3 69.3 56.7 61.6 76.0 31 -40 55.2 59.8 73.6 60.3 65.4 80.7 41 -50 57.8 62.7 77.1 63.2 68.5 84.6 51 -60 60.1 65.1 80.1 65.7 71.2 87.9 MIAMI -DA MONR❑E COUNTY • Building Height Roof Slope Tess than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 &z5 z4 z5 .6. 0 -15 42.5 46.1 56.7 46.5 ' 50. J 16 -20 45.2 48.9 60.2 49.4 53.5 21 -30 49.2 53.3 65.6 53.8 58.3 72.0 31 -40 52.3 56.6 69.7 57.1 62.0 76.5 41 -50 54.8 59.4 73.1 59.9 64.9 802 51 -60 56.9 61.7 75.9 62.2 67.5 83.3 MIAMI -DA E COUNT • • • • • ' 0000 • • 0 • . ' FLORIDA BUILDING CODE 2007 - ASCE /SEI 7 -05 - WIND LOAD TABLES - 140, 146, 150 mph - Exposure C - Enclosed Building with mean roof height less than or equal than 60 Feet • • • •.•• • .. WIND'PRESSURES IN PSF • • • 14b MPH VELOCITY WIND PRESSURES IN PSF 146 MPH VELOCITY GENERAL NOTES: 1- THESE TABLES MAY BE USED TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS. WINDOWS AND DOORS APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7 -05 PUBLICATION. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- IMPORTANCE FACTOR 1 =1.0 - (Category II Buildings - Tables 1.1 AND 6.5.5) 5- EXPOSURE C (Section 6.5.6.3 - Open Terrain with scattered obstructions with heights less than 30') 6- BUILDING CONSIDERED ENCLOSED - All glazing in the lower 60 ft shall be impact resistant glazing or protected with an impact resistant covering. (Section 6.5.9 - Internal pressure GCpi =.18 - Table 6.7) 7- BASIC WIND SPEED - V =140, 146, 150 MPH 8- TOPOGRAPHIC FACTOR Kzt= 1 - (Section 6.5.7 - FLAT TERRAIN) 9- DIRECTIONALITY FACTOR Kd = .85 (Section 6.5.4.4 - Wind Directionality Factor) 10- TRIBUTARY AREA: 10 SQF 11- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the Mean roof height, but not less than the larger of 4% of the least horizontal dimension or 3 ft ej ` Y 9 2 `h rg (h) MEAN REEF HEIGHT Roof Slope a <= BW x 0.1 or a <= h x 0.4 BW less or equal than BL a must not be less than a =3 feet or a= 0.04 WIND PRESSURES IN PSF 150 MPH VELOCITY EN6CO, Engineering Services - CA 8116 6971 W. SUNRISE BLVD. 104 PLANTATION - FLORIDA 33313 Tel: (954) 585 -0304 Fax (954) 585 -0305 E -mail: Engco@AOL.com DEC 1 2009 PEDRO DE FIGUEIREDO PE52609 NOT VALID W /OUT SEAL 12/15/2009 •• '• • • • MIAM!•DiAD COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAML FLORIDA 33130 - 1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitteed has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code ung Window, Impact ", sheets 1 through 11 of 11, dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of nr . i • .1I f � ` l ` f T -1 . I 1 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant �r T - fin • °,',bsr a F'. m= .- name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNIINATION 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. ;Phis l A :revises.NtpA= #05'1018.01 and consists of this page 1 and evidence pages E -1, E -2 and E -3, as %e11 a% mottvat docuvnterpentioned above. Xtlb stanfttigl dl tmjer atjplt was reviewed by Manuel Perez, P.E. • • • • • • • • • • • • ••• • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • ••• • • NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 Page 1 PGT Industries A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled.`Alum. Single Hung Window, Impact ", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 11L -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 2. 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 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. 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 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) •• ••• • • • • • .. • • • • • • • • • • • • • . • • • .• • .•. •. • • ... • • • • ••. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • ..• • • •• • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • •• ••• • • • ••• • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E -1 Manuel Pe =' . Product Control er NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) 6. 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 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 7. 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 Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 8. 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 9. 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 Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- • • ••• • • 4649 d 08111105, signed and sealed by Edmundo Largaespada, P '.: Z'SI<binDttll under previous NOA #05- 1018.01) • • • • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ... • • • • • • • • • • • • • • • • • • • • •• •• 0 .• • • • 0 •• • • E -2 ,/ / ,_ Manuel Per Product Control _ er NOA No. 07 722.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. 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 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12/18/06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite® PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1018.01, issued to PGT Industries for their Series SH- 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on 03/23/11. •• • • • • • • •. • • • • • • • • •. •.• •• • • • •• • ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • •• • • • • • • • •• • • • ••• • • • • • • •• • E -3 Product Contr NOA No. Expiration Date: March 23, 2011 Approval Date: June 07, 2007 •••• • • •• • • • • • • • • •••• • • •••• • •• •• • • • • • •••• • • • • • • • •• ® GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS • •+ GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) • A. 5/16° LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 43.5/16° LAMI CONSISTING OF (1) UTE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE • • MAXIMUM PVB INTERLAYER. • • • C. 5/16° LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. /3 7 /16" LAMI CONSISTING OF (2) UTES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/K EEPSAFE MAXIMUM PVB INTERLAYER. • • • E. 716° LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE • • • • MAXIMUM PVB. F. 7/18° LAMI CONSISTING OF (2) UTES OF 3/16* HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • • • x.13/16° LAMI 10: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A • • • .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • • • • H. 13/16' LAMI 10: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 516" LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE • OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • • • 41.13116" LAMI 10: (1) UTE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER • • • • I. 13/16" LAMI IG: (1) UTE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A • .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI 10: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716° LAMI CONSISTING OF (1) UTE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L. 13/16° LAMI 10: (1) UTE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18' LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 13/16° LAMI 10: (1) UTE OF 1/8° ANNEALED GLASS, AN AIR SPACE AND 5/18° LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: °OX° (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ® 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL4645, FTL- 4848, FTL- 4847, FTL -4648, FTL4649, FTL -4850, FTL- 4851, FTL-4723, FTL -4957, FTL -4958 AND FTL -5083. ANSUAF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIESIMODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. ■ 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). CHANGE NOTES 387. ADD NOTE 9. ADD GLASS TYPE M TONOTE /. GLAZING OPTIONS Read es FJC R"ne5 FJC mneweq: FJC me,c 11/13X51 aft 1241 aft 9/1/75 A OrweteR J.J. ADD F7L4729 TO NOTE 7. OWE 229107 1070 TECHNOLOGYDRNE NOKOMIS, FL 34278 P.0. Ka 1528 NOKOMIS. FL34274 ,PST VLwbb Better GENERAL NOTES am ALUM. SINGLE HUNG WINDOW, IMPACT asebellalt SH700 NTS 1 a 11 Darooketla 4040 -20 NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 PRODUCT REVISED asco mpbio2 with the Florida A oceee Fla - 03_ opirallae Date 7 TTJ!!G Robert L Clark. P.E. PE #39712 Structural • • • • •• • • • • .• • • •••• • • • • • • • • r • • •• • • • ••• •••• •• • • • •••• •• • ••• • •• •• ••• • • • • • • • • •••• • • • •••• • • • • �•• •• ••• ■•• •• •• •• • • RowdBt Road* F. Rawer FJC oawex F.K m 13/16" LAMI IG GLASS W/ 5/16" LAMI Der Das nnsros Oaks Rodeos 6 1/2' NOM. GLASS BITE 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED AIR SPACE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS® ADO REM 92 TO 5/16 LAMI LG. GLASS (A,A,A) & LAMI O NOTE A NO CHANGETHISSHEET tale Modern* 81175 J.J. owe 1070 TECHNOLOGY Y DRIVE NOKOMIS, FL 34276 P.O. SOX 1678 NOKOMIS, FL 34274 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16` ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 13/16" LAMI IG GLASS W/ 7/16" LAMI Pc �T Vtrlbty Better 3H700 Saaw Full 1/2° NOM. GLASS BITE 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER +- 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/18' LAMINATED AIR SPACE 1/8" HEAT STRENGTHENED GLASS 13/16" NOM. GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT swe 2 d 11 mv 4040 -20 ® NOTE: LAMI IG OUTBOARD LRES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. C ] EXTERIOR INTERIOR (ALL SECTIONS) Res B PRODUCT REVISED as complying with the PINI U Milks Cade Acceptance Nu 1 - r E One , 0/0 4011 •••• e • • • •••• • • • • • • • • • • • • • • • •••• • • •••• • • • • • • •••• • • •••• • •• •• • • • • • • • • • • •• • • ••• • • • •• ••• • ••• • • • • • 1/1 FLANGE OR INTEGRAL FIN WINDOWS W! HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS • • WINDOW HEIGHT WIDTH GLASS TYPE ( 63" ) 86" 68" 70" 72" 74" TABLE 1. 78" • •48" • " ••••ou +80.0 +80.0 -80.0 -80.0 a •• • ••531/8" UP TO 831/8" •- • le erANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION 'SED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS •• • WIDTH • • 48" 50" 52" 53 1/8" UP TO 631/8" Remits bats Br FJC tee: FJC a"me,: FJC 11/13A78 1/2488 8/1/08 A,491 A,B,M A,B,M A,B,M C,D,E,F,G,H,I,J,K,L GLASS TYPE A,B,M® A,B,M A,B,M C,D,E,F,G,H,I,J,K,L A. 5/16° LAMI - (1/8"A,.090,1/8°A) B. 5/16" LAMI - (1 /TA,.090,1 /8"HS) C. 5/16" LAMI - (1/8"HS,.090,1/8"HS) D. 7/16" LAMI - (3116"A,.090, 3/16"A) E. 7/16" LAMI - (3/16"A,.090, 3/16"HS) +80.0 +80.0 +80.0 +80.0 +80.0 WINDOW HEIGHT 38 3/8" +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 80.0 -80.0 +80.0 +80.0 -80.0 -80.0 +80.0 -80.0 +80.0 -80.0 44" +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 -80.0 +79.6 -79.6 +80.0 -80.0 50 5/8" +80.0 +80.0 +80.0 +80.0 +80.0 R UPDATE TO ASIM E1900-02. AMINE SID VIEW SASH WEEP, TABLE & B REWSED CUSTOM FORMAT DPS. ADD INT. R/L UPDATE TEST NOS A ADD F7L4723TO GLASS TYPES AANDG. J.J. 2123/07 -80.0 -80.0 -80.0 -80.0 -80.0 F. 7/16" LAMI - (3/18"HS,.090, 3/16"HS) G. 13118" LAW* - 1 /8"HS, AIR SPACE, 5/18" LAMI - (1/8"A,.090,1/8"A) H. 13/16° LAMI IG - 1/8"HS, AIR SPACE, 5/18" LAMI - (1/8 "A,.090,1 /8"HS) I. 13/16" LAMI 10 - 1/8"HS, AIR SPACE, 5/16" LAMI - (1 /8"HS,.090,1 /8"HS) J. 13/16" LAMI 13 - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/18"A,.090, 3/18 "A) K. 13/16" LAMI IG - 1 /8"HS, AIR SPACE, 7/16" LAMI - (3116"A,.090, 3/18 "HS) L 13/16" LAMI 10 - 118 "HS, AIR SPACE, 7/16" LAMI - (3/16"HS,.090, 3/16"HS) +80.0 +80.0 +80.0 +78.2 +80.0 03 " +80.0 +79.9 +76.9 +75.0 +80.0 -80.0 -80.0 -80.0 -78.2 -80.0 -80.0 -79.9 -76.9 -75.0 -80.0 1070 TECHNOLOGY ERNE NOKOMIS. FL 36278 P.O. BOX 1329 NOKOMIS. R 34274 +80.0 +80.0 +78.8 +78.9 +80.0 72" +70.0 +70.0 +70.0 +68.0 +70.0 -80.0 -80.0 -78.8 -76.9 -80.0 -70.0 -70.0 -70.0 -88.0 -70.0 FTL4547, 4848, 4723, 4957 FTL4647, 4848 FTL4647,4848 F1L4645, 4885 FTL4645 FTL4845 FTL4648, 4723 FTL4648 FTL4846 FTL4849, 4850 FTL- 4649, 4850, 4958 FTL4849, 4650 +80.0 +80.0 +77.3 +75.4 +80.0 74" +70.0 +70.0 +88.8 +66.7 +70.0 PST V[atb/Y Better -80.0 -80.0 -77.3 -75.4 -80.0 -70.0 -70.0 -88.8 -68.7 -70.0 +80.0 +79.0 +75.9 +74.0 +80.0 TABLE 2. 76" +70.0 +70.0 +67.6 +65.5 +70.0 -80.0 -79.0 -75.9 -74.0 -80.0 -70.0 -70.0 -87.8 -65.5 -70.0 GLASS TYPES: TEST REPORTS TABLE 4. 811700 NTS I I HT, "0" MEETING RAIL "X" ^O" MEETING RAIL 13/16" LAMI 1G - 1/8"A, AIR SPACE, 5/16" LAMI - (1/8"A,.090, 1/8"A), FTL -5063 NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP - TO-TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 125/8" MINIMUM TO 38° MAXIMUM. Oat rift Mx 3 d 11 4040-20 S SH CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP TO-TIP FRAME DIMENSIONS TABLE 3 WIDTH 53 1/8" GLASS TYPE D,E,F,J,K,L WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH o 76" FLANGED AND 75" INTEGRAL FIN) 17118" i 2211/16" I 28 3116" I 33 3/4" I 39 5/18" 00 ; -80.0 +80.0 I -80.0 +80.0 -80.0 +80.0 I -80.0 +70.0 1 -70.0 .0 441 16" I 60 3/8" I 5518118" +70.0 -70.0 +70.0 -70.0 +70.0 70. + -70.0 HT. "0" MEETING RAIL OffA �® WHT. MINUS SASH S N DESIGN PRESSURES Tale ALUM. SINGLE HUNG WINDOW, IMPACT B • . s,s 7£n?f , Robed L Clark, P.E. PE 039712 Structural VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2" 34 3/16° B 41 5/8" 41 1/4" C 41 1/4° 40 7/8" D 52 5/8° 52 11/16" E 52 1/4" 52 5/16" SASH LOW HIGH DETAIL SILL SILL A 341/2" 34 3/16" B 27 7/16" 271/8" C 27 7/16" 271/8" D 16 3/8" 153/4° E 16 3/8" 15 3/4" TABLE 5. \ 0I 76' I.F. HEIGHT 76" FLAN HER x j SASH HEIGHT •••• • • •••• • • • • • • • • • • • • •• • • • • • ••• • • • •• •• • • • • • • • • • •• • • • •• •• • • F • PE DLO ABLE • •• • •••• Reader Routes FJG awed*: F.K uwRey. FJC 0 X ••• • ••• SEE DLO ••••(M �) • ••• •• 1 • • SEE DLO TABLE SEE DLO TABLE Dar DEW 1113/05 adx 124/08 8/1/05 49 518' MAX. FIXED DLO (ALL) 481/4" MAX. VENT DLO (ALL) DETAIL A 1/1 B D 1 1 75' AX I.F. D f I HEI HT 7 ®MAX. FLANGED 11E1 HT 387116 MAX. SASH HEI HT B -.- DETAIL D VIEW (CUSTOM SASH) RMlaic R.wNs R. A d.d.sex JJ. 531/8' MAX. FLANGED WIDTH 52 1/8° MAX. I.F. WIDTH GED ; I A SEE DLO TABLE SEE DLO TABLE SEE DLO TABLE SEE DLO i ABLE 3 ADD INTEGRAL FW .F.) VERSION, CHG. NOTE 3. ADD NOTE 4. NO CHANGE THIS SHEET Me I 2/23/07 1 0 X j I DETAIL B VIEW (STANDARD SASH) 1 DETAIL E RADIUS TOP (CUSTOM SASH) 1070 TECHNOLOGY ORNE NOKOMIS. FL 94275 P.O. BOX 7525 NOKOMIS, FL 34274 A E �1 20 ' SASH HEIGHT NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. Pc i Vt stbb &t I 75' MAX. I.F. E+ HEI HT A 76" MAX. FLANGED HEIGHT SEE DLO TABLE 76" MAX. I.F. SEE DLO `' HEI HT TABLE O j 76" MAX. 76" MAX. FLANGED FLANGED HEI HT HEI HT DETAIL C RADIUS TOP (STANDARD SASH) ELEVATIONS nt ALUM. SINGLE HUNG WINDOW, IMPACT Steleable S9I700 Sao, sees NTS 4 a 11 md.lia. 4040-20 B SEE NO E 4 201/ Robert L. park, P.E. PE #39712 Structural •••• • • •••• • • • • • • • • • • • • • • • • • •••• • • • • ••• • • • • •• •• • • • • • • • • • •• • • • • •••• 7,8 OR 17 O UTS I DE 2. HIGH SI'.L LOW SILL OUTSIDE • • • • • • • • • • • • • •• • • • • •••• • •••• •• • MAX. HEIGHT Raw I 01 FJC FJC Dam By FJC MAX. • FIXED UTE • DAYLIGHT OPENING OUTSIDE MAX. VENT DAYLIGHT OPENING Ds 11/13/06 Dte 1/24/06 Deft 911105 1. 2.784 " -{ Awakes ReAkar 8 A aeuhe8r: J.J. SECTION B -B (LOW SILL SHOWN) INSIDE 2.330° (LOW SILL) SEE NOTE ABOVE ULTRALIFT ONLY ADD IF. SECTIONS& CONSOLIDATEBAL COMPONEVIS NO CHANGE THIS SHEET Ode 211307 HIGH SILL INSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 8" FROM EACH SIDE OF SASH. MAX. VENT DAYLIGHT OPENING INTEGRAL FIN (I.F.) FRAME SECTIONS ALTERNATE HIGH SILL 1070 TEOHNOLOOY DRIVE NOKOMIS, FL 34276 P.O. NOKOMIS, FL 34724 PG" Vista (y Better MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A 2.948" (HIGH SILL) ULTRALIFT ONLY SH700 HEAD JAMB 2.710' o 0 MP I OUTSIDE I 0 0 I.F. FRAME INSID \ OUTSIDE' SECTION C -C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) SECTIONS .r" ALUM. SINGLE HUNG WINDOW, IMPACT Ealw Han I 5 d 11 I�� 4040 -20 NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT B 9,10,11,15,16) 2.710" 07 Robert L. Clark, P.E. PE 030712 Structural 9 • • •• • ••••• • • • • • •• • • • • • ••• • • •••• • • • • • • • •••• • • •••• • •• • • • • • • •••• • • •••• 0 MEM MEI i •AM • ILE • Witl • •"La • • • I ics • • 68e PcPI •• s • • IEEE ITEM DWG# 28 27 28 30 31 34 35 36 37 38 41 42 44 45 46 47 48 49 50 52 53 54 55 56 57 58 59 4002A 1155 4003C 1626 4004 4025 4025 4029 1080 085/108 1080 -1 4053 4029 -1 40540 4006C 1235 1096 1016 4007 1226 4008 1268 1622 1052 1224 1225 4039B 4044B 4222A 985C 4087 4071A 4072A 4073A 4074B 4009 1088 2740 1014 1630 1631 1073 1624 ra eaF aa= Warm DESCRIPTION FLANGE FRAME HEAD #8 X1.000 QUAD PN. SMS FLANGE FRAME SILL (LOW SILL) ADHESIVE OPEN CELL FOAM PAD FLANGE FRAME JAMB SASH STOP SASH STOP (EGRESS) 1.125 LONG SPIRAL BALANCE, 3/8 ", 5/8 ", OR 11/16" BALANCE COVER, 3/8" OR 5/8" #8 X.750 PH. PN. SMS BALANCE BOTTOM BRACKET SASH TOP GUIDE #8 X1 PHILLIPS FLAT HEAD S. STL BALANCE COVER, 11/16" SASH STOP COVER SASH BRACKET #8-32 X1/2" LG. PH. FH. TYPE F S. STL FIXED MEETING RAIL SASH TOP RAIL WSTP.,.170 X 270 BACK, FIN SEAL SWEEP LATCH #8 X.625 PH. FL. SMS SASH BOTTOM RAIL (LOW SILL) WSTP., BULB VINYL SASH SIDE RAIL SASH FACE GUIDE LAM SI_ I I ING BLOCK 3/32° X25/134" X 1" LAMI IG SETTING BLOCK 1 "X 3/4" X 1116" VINYL GLAZ BEAD BULB (THICK) VINYL GLAZ BEAD BULB (THIN) GLAZING BEAD, 5/16 LAM. GLASS. GLAZING BEAD, 5/16 LAM W/GRILL KIT GLAZING BEAD, 7/16" LAM GLAZING BEAD, 7 /16° LAM VV/GRILL KIT GLAZING BEAD, 13/16" LAM I.G. FRAME, I.F. HEAD FRAME, I.F. LOW SILL FRAME, I.F. HIGH SILL FRAME, I.F. JAMB SILL LATCH (EGRESS) (LOW SILL) SPRING, SILL LATCH (EGRESS) SILL LATCH (EGRESS) (HIGH SILL) SCREEN FRAME (HOR. & VER.) SCREEN CORNER KEY WIRINGS SCREEN CORNER KEY W/OUT RINGS SCREEN SPRING SCREEN SPLINE - .135 DIA FOAM PGf# 812225 781PQA 612226 7PAD1626 612227 812244 612244 6BALCVR916 7834M 7BALTBKT 42504 78X1FPAX BBALCVR670 64053 7ULBRKT 7832X12FPFX 64054C 64008 67S16G 71096 A 7858 612230 6TP249 812231 42501 71622K 71052K 6TP247W,K 6TP248K 84039B 644703 64222 6985 84087 64071 64072 64073 64074 764009 7SPRNG 62740 61014 71830 71631 7CASP 61824K ITEM DWG# DESCRIPTION 60 1635 SCREEN SPLINE -.135 DIA HARD 61 SCREEN CLOTH 63 505 GLAZING CHANNEL (.688 X.500) 64 1161 #8 X1.000 PH. BUGLE TEK 67 GLAZING TAPE, 1/16 X1/2 - 7/16 LAMI 68 4051A SASH BOTTOM RAIL (HIGH SILL) 69 4050A FLANGE FRAME SILL (HIGH SILL) 70 SILICONE, DOW 899, 995 OR EQUIV. 80 A GLASS 5/18" LAMI, (1/8 "A,.090 PVB,1/8 A) 81 B. GLASS, 5/16" LAM, (118 "A,.090 PVB,1/8"HS) 82 C. GLASS, 5/16" LAM, (1/8"HS,.090 PVB,1/8"HS) 83 D. GLASS, 7/16" LAM, (1/8"A.090 PVB,1/8"A) 84 E. GLASS, V16" LAMI, (1/8"A.090 PVB,1/8"HS) 85 F. GLASS, 7 /16" LAM, (1/8"HS,.090 PVB,1/8"HS) 88 G. GLASS, 13/16" LAM IG; 1/8"HS, AIR SPACE, 5/18" LAM, (118A.090 PVB,1/8"A) 87 H. GLASS, 13/16" LAMI IG;1/8"HS, AIR SPACE, 5/16" LAM, (1/8 "A.090 PVB,1/8"HS) 88 I. GLASS, 13/16" LAM IG; 1/8"HS, AIR SPACE, 5/16" LAM, (1/8"HS,.090 PVB,1/8"HS) 89 J. GLASS, 13/16" LAM IG; 1/81-15, AIR SPACE, 7/18" LAM, (3/16 "A.090 PVB,3/18 A) 90 K. GLASS, 13/16" LAM ID; 1/8"HS, AIR SPACE, 7/16" LAM, (3/16"A.090 PVB,3/16 "HS) 91 L. GLASS, 13/16" LAM ID; 1/8"HS, AIR SPACE, 7/16" LAM, (3 /16115,.090 PVB,3 /16"HS) 92 M GLASS, 13/16" LAM ID; 1/8 "A AIR SPACE, 5/16" LAM, (1/8"A.090 PVB,1/8 "A) 0 47 FRAME, I.F. HEAD ® #4071A, 8083-T6 1 FRAME, .F. LOW SILL #4072A, 8083 -T8 FRAME, I.F. JAMB (;;FRAME, .F. HIGH SILL A I/4074B, 6083 -T6 ® #4073A, 6063 -T6 (USED AS RADIUS TOP HEAD) ,, = a y � •r.:��.r , r s 1oro TECHNOLOGY ORWE PARTS LIST F.K 11/19/86 a ADD ftsalsbas 7 .r NOKOMI PL 34278 Tate P o roc 1 � ALUM. SINGLE HUNG WINDOW, IMPACT Moe F.K I/24/06 A NO CHANGE THIS SHEET l NOKOL18, FL 84274 Visibly Better 8H7oo NTS 8 d 11 Dimly No, 4040 -Z[1 • PGf# 61635K 61816 6533402 706X1 62BV1510 64051 64050 • PROMO' Z ZVIi9ED as comply** witY tlel+Mid& Balding Code Acceptance Na 'i 2 Date . . 7 %.7 7 7f'r: 0 G7 Robert L Stark, P.E PE #39712 Structural 2b // •••- • • •••• • • •• • • • • • • •••• • • •••• • • • • • • • • • .• • • •• • • •• • • • •• •• • • • •• • • • • • . •• • 1 •• •••• • ••• •• • • •••• 'aMaex Rmi Br F.K F.K money. F.K , r FLANGE FRAME HEAD #4002A, 6063-T6 .062 .062 3.448 I-�- 2.784 —+� 1.749 .062 _ O FLANGE FRAME JAMB #4004,6083 -T5 (USED AS RADIUS TOP HEAD) 2.710 21 FIXED MEETING RAIL #4054A,6063HD -T8® 2.948 N- 2.784 —.1 0 FLANGE FRAME SILL (HIGH) #4050A, 6063-T6 2.830 •H062 11 .490 k- 1.451►I O SASH STOP #4025, 6083 -T5 2279 —� Reakkom arum UPDATE FRAME CORNER ASSEMBLY TO/NOLL/DELF. B _AND UPGRADE HEW 21 ALLOY. Re A 1.707 .082 SASH TOP RAIL #4006C, 6063HS-T8 FLANGE FRAME SILL (LoW) #40030,6063 -T6 31 SASH SIDE RAIL #4008, 6083 -T5 26 SASH BOTTOM RAIL(LOW) #4007,6063 -T5 68 SASH BOTTOM RAIL (HIGH) # 6083-T5 NO CHANGE THIS SHEET 0.1 2 7 23/07 O SASH STOP COVER 17 #4053, 8083 -T5 1070 TECHNOLOGY ORIVE NOKOMIB, FL 94276 P.0. 119X 186 NOKOMIS, FL 34274 I -•-.1.513-.-I —.738 x .040 1 P V1slbly Better it I.F. FRAME SEALANT ALONG ENTIRE JOINT FRAME 7#0 ° 6 or 50 6 or 50 tru SEALANT OR GASKET AT HEAD AND SILL VIEW D -D VIEW E -E (111 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION WELD ALONG SCREW BOSS (2) .050 .878 1 .098 T O GLAZING BEAD 7/16" #4222, 6083-T5 .678 .050 I 1.115 -1� 1 45 GLAZING BEAD, 7/16" #9860, 6063-T5 (USED W/ GRILL KIT) lionbaltdg SN700 .678 1.0964.—. 17 41 GLAZING BEAD, 5/16" #40398, 6063-T5 .060 1 .096 �� — �IJ GLAZING BEAD, 5/16" #4044B, 6063-T5 (USED W/ GRILL KIT) .683 .050 1.097 GLAZING BEAD, 13/16" IG 44087,6063 -T6 EXTRUSIONS & FRAME CORNER DETAIL _ 7- ALUM. SINGLE HUNG WINDOW, IMPACT Half Mat a 11 o v"cft. -20 B Robert L. Clark P.E. PE 639712 !Alecto/TA ANCHOR QUANTITIES SUBSTRATE: �` HOR TYPE: FOR 1M FLANGED WINDOWS TABLE 6. WINDOW OOOM /.£'Z 28.603 34.603 40.603 48.603 52.603 ►'' 58.603 64.603 76.000 ONOO ONOO OOOM £`Z ONOO ONO3 I [ OOOM £'Z "- p NO ON00 OOOM £'Z ONOO Z ONO3 I DOOM E'Z N •? ONO L OOOMI E'Z ONO3 Z ONOO I L OOOMI ONO3 Z ONOO I OOOM I £`Z ONO3 I ONO3 WII:DOW WIDTH GLASS TYPE •10.125 •• C, D, E, F, G, 1 H,I,JK,L1211111211122. 1 1 1 1 1 1 21222222222222222222 1 1 1 1 1 1 1 1 1 .22 1 1 1 1 1 1 1 1 A B'M 1 . 2 1 1 1 1 1 1 1 1 2 1 1,1 1 1 2 1 2 2 1 1 1 ' 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 1 2 2 2 3 1 2 2 1 3 3 • • • &4.0{>D •• C,D,E,F,G, 1 H,I,J,K,L 1 2 1 1 1 1 1 2 1 1 2 1 1 2 1 1 2 1 2 2 1 1.2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 3 1 2 2 1 2 2 1 2 3 1 2 2 1 1 2; 3 3 3 1 2 2 1 3 3 1 A B'M 1 2 1 1 1 1 1 2 1 1 2 1 1 2 1 1 2 1 2 2 1 1 2 1 2 2 1 2 2 1 2.2 1 2 2 1 2 2 1 2:2 1 2 2 1 2 3 1 2 2 1 2 2 1 2 1 2 2 1 1 2 3 3 3 1 2 2 1 3.3 • • • 32.000 C,D,E,F,G, 1 H,I,J,K,L 1 2 1 1 1 2 2 2 1 2; 3 1 1 2 1 2 2 1 2 3 1 1 2 1 2 3 1 2 3 1 2 2 1 2 3 1 2 3 1 2 2 1 2 3 2 3 3 1 2 2 1 3 3 2 3 4 1 3 2 1 2 3 3 3 4 1 3 3 1 4' 4 1 ARM 1 2 1 1 1 2 2.2 1 2 3 1 1.2 1 2 2 1 2 3 1 1 2 1 2 3 1 2 3 1 2 2 1 2 3 1 2 3 1 2 2 1 2,3 1 3 3 1 2 2 1 3 3 1 3 4 1 3 2 1 1 3 3 3 4 1 3 3 1 4 4 37.000 C D E F G 1 H,I,J,K,L 221 1 1 222231 1 1 2232322232 1 2 1 1 2 3222323232 1 2 2 1 2 2 3423313343334353344 1 2 2 1 2 2 1 2 A, e 1 a M 2 2 1 1 1 2 2 2 1 2 3 1 1 2 1 2 3 2 2 3 1 2 2 1 2 3 2 2 3 1 2 2 2 2 3 2 2 3 1 2 2 4 1 2 3 2 3.3 2 3.4 1 3 3 2 2 3 4 3 5 1 3 3 2 4 4 40.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 1 2222322232322232323232423333423343533 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 34453344 2 2 - 2 - 1 - 2 - A B,M 2 2 1.2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 4 2 3 5 2 3.3 2 2 3 4 4 5 2 3 3 2 4 4 11 44.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2 3 3 2 2 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 4 2 3 5 2 3 3 2 2 3 4 4 5 2 3 4 2 4 5 212 A B,M 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2 3 3 2 2 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3;3 2 3 2 2.3 2 3 4 2 3 5 2 3 3 2 2 3 4 4 5 2 3 4 2 4 5 212 48.000 PSF 79 79 a. C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 3 2 2 2 2 2.3 2 3 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 4 2 3 4 2 2 3 2 3 4 2 3 5 2 3 3 2 3 4 3 3 5 2 3 3 2 3 4 5 4 8 2 3: 4 2 5 5 2 2 2 2 AB,M 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 4 2 2 2 3 3 2 3 4 2 2 3 2 3 4 2 3 4 2 2 3 2 3 4 2 3 5 2 3 3 2 3.4 3 3 5 2 3 3 2 3 4 5 4 6 2 3 4 2 5 5 2 2 53.125 PSF 72 79 79 C,D,E,F,G, 2 H,I,J,K,L 22 2 2 2 2 2 2 2 2 2 2 2 3 2 3', 4 2 2.3 2 3 4 2 3 4 2 2 3 2 3 4 3 3' 4 2 3 3 2 3 4 3 3 5 2 3 3 2 4 4 3 4 6 2 3 4 3 3 4 5 4 8 2 3 4 3 5 6 2 2 2 3 ABM 2 2 2 2 2 2 2 2 2 2 2 3 2 34 2 2 3 2 3 2 3 4 2 2 3 2 3 4 3 3 4 2 3.3 2 3 4 3 3 5 2 3 3 2 4 4 3 4,5 2 3 3 2 3 4,5 4 6 2 3 4 3 4 5 2 2 2 2 2 3 • • • • •• • • • • • ••••• ••••• • • •• • • • • • • •• • • • ••• •••• •• • • • •••• •• • ••• a • •• •• ••• • • • • • • • • • • • •• • • • •••• Rma4aX FJC Reeder FJC Omni* FJC me 11/1308 Des V2458 Dre 7/29 R Rmidume A m,alamEap J.J. MO SE ANCHORAGE TABLE AND NOTES. ADD DP MAX WHEREANQHOR CRY 1S RESTRICTED BYSIZE. NO CHANGE THIS SHEET nes 2113/07 070 TECHNOLOGY DRNE NOKOMIS, FL 34278 P.O. BOX 1828 NOKOMIS, FL 34274 Visibly Better SH700 Sods NTS s$t 8 a 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 18 1/2" MAX. FROM TOP CORNERS JAMBS -171/7 MAX. FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS 6' MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ® 1' LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP LIMITED) 118 HEAD JAMB ABOVE MTG. RAIL t JAMB BELOW MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL ANCHORAGE SPACING, 1/1 WINDOWS PG ALUM. SINGLE HUNG WINDOW, IMPACT Lasap /ft 4040 -20 2 - 21T 2 2 3 8 PRODUCT REVISED n rnmgybra with Os llriat Mast Code E . Don NW 67 Robert L. Clark, P.E. PE 839712 Strudurs] •••• • • •••• s • •••• • •••• • •• •• • • • • • •••• • • ••• • • • • • • • • •• • • • •• • •• ••• • • • • ••• • ••• • • • • ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS SUBSTRATE 29.655 AEIC TIPE.— O Z NON U • • • • WIki.OW GLASS VtiDTH TYPE • C,D,E,F,G, • • H,I,J,K,L • 1.125 •• • PSF • • C,D,E,F,G, • %4.000 H,I,J,K,L 32.000 37.000 40.000 44.000 48.000 53.125 A,B,M A,B,M PSF C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 1 1 1 111 1 1 111 2 2 2 2 2 2 2 3 2,2 1 1 1 1 1 1 1 1 111 1 1 111 22 22222 322 PSF 59 67 79 1 1 2 H,I,J,K,L 1f1 1 1 111 212 1 1 1 2 111 1 1 111 2'2 PSF 54 79 62 79 2 2 2 2 2 2 2 2 111 111 111 212 2 2 2,2 2 3 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 111 212 2 2 2 2.3 2 2 A,B,M A,B,M C,D,E,F,G, H,I,J,K,L A,B,M A,B,M A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 1 2 2 2 2 1 1 1 1 1 1 1 11111122212222 79 1 1 1 1 1 1 1 1[1 1 1 1 1 221 1 2,222 1 1 1 1 1 1 1 111111122112222 68 77 PSF 49 79 56 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 H,I,J,K,L 111 111 111 212 2 2 212 3 3 2 2 ABM 2 2 2 2 2 2 2 2 111 111 111 212 2 2 212 3 3 2 2 PSF 45 74 51 74 1 79 79 C,D,E,F,G, 2 2_ 2 2 2 2 2 2 H,I,J,K,L 1 111 111 212 2 2 212 i 2 2 2 2 2 2 2 2 2 2 111 111 11 212 2.2 212 313 2 2 PSF 41 67 46 67 76 79 C,D,E,F,G, 2 2 2 2_ 2 2 3 2 H,I,J,K,L 111 111 111 212 2 2 2 313 3 3 2 2 2 2 2 2_ 3 2 111 1 15 212 2 2 212 3T3 3 3 WINDOW HEIGHT 37.155 44.655 52.155 59.655 67.155 74.855 00 0 0 0 0 0 0 0 0 0 0 "8 - 8 ' 1 8-8'1 ZoLONZZolQNZ ,_?.010 U U 0 8 U WI Ztc0 S U N 0 0 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 2 2 2 2 2 2'2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 1 1 1 1 1 1 1 1 1 1 1 1 2 1 22 2 2 2,2 2 2 2 2 2 2 2 2 2.2 2 2 2 2 3 2 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 2,22222222222 1 2 1 223322 1 2 1 2 2 3 3 2 2 2 2 2 3 3 3 3 2 2 2 2 2 333322 2 2 2 3 3 3 4 2 3 2 2 2 3. 33423 2 2 2 3.3 3 4 3 3 2 2 2 3 3 3 4 3 3 2 3 2 3 3 4 4 3 3 2 3 2 334 2 33 2 3 3 2 3 3 2 3 3 2 3 3 2 33 3 4 4 3 4 4 2 2 4 3 3 3 2 2 4 3 3 3 2 2 4 4 3 3 2 2 4.4 3 3 3 2 4.4 3 3 3 2 4 4 3 3 3 2 4 4 3 3 3 2 4.4 3 3 1 1 1 1 2.2 3 2 3 2 2 2 1 1 1 1 22323222 1 2 1 1 1 1 3.3 3.3 3 2 313 3 3 2 2 1 2 1 1 1 1 3 3 3 3 3 2 3 3 3 3 2 2 2 4 3 2 43 2 4 3 2 4 3 2 4 4 2 4 4 2 2 2 3 3 3 3 4 3 2 2 2 333343 2 2 2 4 4 3 3 4 3 2 2 2 4.43343 2 2 2 4 4 3.3 4 4 2 2 2 4 4 3 3 4 4 3 3 2 3 44 4 4 3 3 4 4 3 3 2 2 44 4.4 3 3 4 4 1 1 1 323222 1 1 1 3.2 3 2 2 2 1 1 1 334332 1 1 1 3 3 4 3 3 2 2 2 2 4 4 3 3 4 3 2 2 2 4 4 3 3 4 3 2 2 2 443343 2 2 2 4 4 3 3 4 3 3 2 4.4 4 3 3 2 4 4 4 3 TABLE 6. 76.000 Z Z 2 N U U N ' O O NO' 0 1 1 1 1 1 2 2 3 2 3 2 2 2 3 2 1 1 1 1 1 2232322232 1 1 1 1 32322232 1 1 1 1 32322232 1 1 1 1 4 3 4 3 3 2 4 3 1 1 1 1 43433243 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2222232223332233333343333233433243443243 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4 3 2 2 2 4 4 3 3 5 3 2 2 2 443353 2 2 2 4 4 3 3 5 4 2 2 2 443 3 54 2 3 2 2 5'4 4 4 4 3 5.4 2 3 2 2 5 4 4 4 4 3 5 4 3 2 3 3 2 3 5 5 4'3 5 4 5 5 4 3 5.4 3 2 3 3 2 3 544354544354 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX ® 3 -412 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 181/2" MAX. FROM TOP CORNERS JAMBS - 171/2° MAX. FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS 8° MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITAUCIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 117 3 313 (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 2: 2 P.O. BMX 1824 NOKOMIS, FL 34274 Roster Render FJC 11/1306 Roasters aeons AN [GETA8LE ANDNOTE3 . 6 ADD M WHEREANCHORG7r18RESTRIL7®9VS728 1070 TECHNOLOGY DRIVE NOKOMIS, FL 342/13 Render a FJC 1/24146 A NO CHANGE THIS SHEET amn•. den aabder rose 1 FJC 7/29/05 J.J. 223/07 PST Visibly Berm* EtalsOredeS 811740 Slike NTS ANCHORAGE SPACING, STANDARD VIEW ALUM. SINGLE HUNG WINDOW, IMPACT stme 9 al 11 mrdR° 4040 -20 Res B R obe L . CIerk, P.E PE 639712 Structural • • • • • • • 00000 • • •• • • • • • •••• • • •••• • • • • • • ••• • • •••• • • •• • • • • • •••• • • •• • • • • • • • • ••• •• • ••• • • •• ••• • ••• • • • • ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. SUBSTRATE: \ 17.125 ANCHOR TYPE: — O 'WINDOW GLASS N § • VVDTH TYPE 19.125 D,E,F,J, 1 • K,L ••• • 7 8 4.000 'tic= • � • • • 37.000 • •• I • • •• 40.000 • • 77 79 44.000 48.000 53.125 ReaeOr Ores D,E,F,J, K,L D,E,F,J, K,L lime Or FJC 1111398 weer ors FJC 1/24/08 ca. or Date F.K 7,29105 0 N - O z U U PSF D,E,F,J, K,L PSF D,E,F,J, K,L PSF 79 D,E,F,J, 2 K,L 1 PSF 78 Rasfekser z z U U 1 1 1 1 1 1 1 1 1 2 2 78 79 70 D,E,F,J, 2 2 2 K,L 1 1 1 PSF 71 79 63 D,E,F,J, 2 2 2 K,L 1 1 1 J.J. 1/1397 22.688 28.211 N O N Z N Q U 0 1 1 1 2 1 2 1 2 3 1 2 3 79 79 2 2 2 2 2 2 2 1 2 2 2 3 3 3 79 2 2 79 2 2 71 1 2 U Z ' 0 1 2 2 1 2 79 2 2 79 79 71 79 84 1 2 1 2 1 2 1 2 1 3 2 2 _2 2 2 3 2 3 74 2 21 3 79 "1 0 N 1 2 1 2 2 REVISE B �V{ OR CITYISRESTRICTEDBYSIZE A NO CHANGE THIS SHEET 33.754 N O P O U U 1 2 1 3 1 3 1 3 2 3 3 4 88 77 73 79 2 4 2 4 2 4 79 76 69 39.296 el O 1 2 1 3 1 3 2 3 2 3 4 2 5 0 1 2 1 2 1 2 2 3 2 4 U Z ' 0 0 1 2 1 3 1 3 2 5 2 5 3 5 2 4 070 TECHNOLOGY DRNE NOKOMIS. 71.84275 P.O. BOX 1829 NOKOIAB, FL 94214 3 44.839 t" 1 O 1 3 1 3 1 4 2 4 2 4 3 5 3 6 U N O 0 1 2 1 2 1 3 1 3 2 3 2 4 2 5 z ' U 1 3 1 3 1 4 2 4 2 5 2 5 2 6 69 PG" VLhbJam+ 50.382 M 1 3 1 3 1 4 2 4 2 4 2 5 3 5 3 6 0 N Z 0 1 2 1 1 3 1 4 2 4 2 4 2 4 2 5 U Z � 1 3 1 3 1 4 2 5 2 5 2 5 3 7 altiedbfit 31000 55.925 N 0 1 3 1 3 1 5 6 2 5 2 5 3 6 3 6 0 Z U 1 3 1 3 1 3 1 4 2 4 2 4 2 5 2 5 U z 0 U 1 3 1 4 1 5 2 5 2 8 2 6 3 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SUBSTRATE ANCHOR TYPE oo (2 WINDOW WIDTH 19.125 24.000 32.000 37.000 40.000 44.000 48.000 53.125 SASH HEIGHT 1 2 12.776 Z 0 1 1 1 z � 1 1 2 2 1 2 21212 2 73 2 2 1 2 2 1 2 15.776 N oo tV Q 2 2 2 79 2 74 2 2 2 1 2 68 2 63 2 68 2 N 8 1 1 2 8 2 2 2 2 2 2 2 2 2 2 78 2 72 2 66 2 18.778 71 c 2 2 3 3 2 3 3 1 2 1 3 3 2 1 3 79 3 72 3 N z U 1 2 2 z r 8 2 2 2 2 1 3 3 1 3 21.776 0 2 2 3 1 N 2 2 2 z 8 2 2 3 3 2 3 3 1 2 1 3 313 4 1 3 1 3 4 1 3 1 4 24.776 et 0 2 2 3 N 8 2 2 2 0 2 2 3 3 3 3 3 1 3 1 3 4 3 1 3 4 r 3 1 4 41314 27.778 at 2 2 3 Z U 2 2 0 z v 2 2 3 3 3 3 4 1 3 1 3 4 13 1 4 4 1 3 1 4 5 1 3 1 4 30.776 Pi 0 2 3 4 z N 2 2 2 2 2 3 0 2 4 2 2 2 2 2 3 Bake lase 3 -912 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING A DIMENSIONS: HEAD - 18 1/2' MAX. FROM CORNERS JAMBS - 17 MAX. FROM TOP CORNERS 11 1/2' MAX. ABOVE THE MEETING RAIL 6° MAX. BELOW MTG. RAIL 15° MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM A VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. AVAIIABLE SASH HEIGHTS FOR CUSTOM VIEW Akk WINDOWS ARE 12 5/8° MIN. TO 38" MAX. p. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR Ab.1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 6. DESIGN PRESSURE UMITATIONS: A SIZE BLOCKS OF 1118 ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOW. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE 7. KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL 112 2 2 2 4 A TABLE 8. KEY: MAX PSF (DP LIMITED)7 JAMB BELOW 2 MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL ANCHORAGE SPACING, CUSTOM VIEW Tar ALUM. SINGLE HUNG WINDOW, IMPACT Datakere 4040-20 •••• • • ••• • • • • • •••• • • •••• • •• •• • • • • • •••• • • •••• • • • • • • • • • ••• •• • ••• •• • •• • • • • ••• • • • • 3.35 KSI MIN. CONCRETE • • • • • OPTIONAL 1x MOOD BUCK 41 LSD E NOTE 4) •• •• • •• 1•• ••• 4• • • Ram*: Dersd Be FJC F.K water FJC Dee Des 11/13r0S Dew Dew 9/1/OS 1/4° MAX. SHIM .131" DIA. MIN. x 21/2° NAIL, AT CORNERS AND 5° O.C. 8 Rattlers A Creed J.J. EXTERIOR INTERIOR L HEAD AND SILL DETAIL ) CONCRETE ANCHOR (SEE NOTE 1 & 3) ® 2x WOOD BUCK ®(SEE NOTE 4) 1 1/4° MIN. •: ', s 1 3/8° MIN., 1/4° TAPCON ■! .1 MIN., 1/4" CRETE -FLEX DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE titan. CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3)® 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE A 1/4° MAX.- - SHIM DETAIL F, (HEAD) 1/4° 4 MAX. J SHIM WOOD FRAME 1/4" MAX. SHIM ADD INTEGRAL F1NANGHORA UPDATE& REORDER NOTES ADD NOTES 7. UPDATE CONCRETE EMBEDMENT DIAL ADD NOTE 8 RE FIAT HEAD ANCHORS. Ortic 223/07 WOOD ANCHOR (SEE NOTE 2 & 3)® 1070 TECHNOLOGY DRNE NOESES, FL 34275 P.O. PAx 1020 NOKOMB, FL 34274 1 3/8" MIN. A 1/4" MAX SHIM 13/8° MIN. .131" DIA. MIN. x 2 1/2° NAIL, AT CORNERS AND 5' O.C. 2x WOOD BUCK (SEE NOTE 4) WOOD FRAME .131° DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5° O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE A NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4° SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4°. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (36) OR 1/4" SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -T5 AND A MINIMUM OF 1/8" THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. B. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING® RAIL (SEE NOTE 2 & 3) Pc �T V[slbh Bean INTERIOR (ALL JAMB DETAILS) EXTERIOR DETAIL G, (SILL) SekoModi 8H700 NTS 11 or 11 ANCHORAGE DETAILS Thr ALUM. SINGLE HUNG WINDOW, IMPACT Dreasberxe. 404020 B PRODUCE0EV ssspbb •W1tbIlldis Thrift Coda At pl0 . • - Od Expiration Este 2Y J ft1k,- Code Pm4ett ///-- Robe L. Clark, P.E. PE 838712 S6utlural MIAMI�DiADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described here' s and has been desi ed to comply with the Florida Building e ocity Hurricane Zone. DESCRIPTION: Series "HR -710" Aluminum Horizontal Roller Window — L.M1. li it I,. • 1 • 111.11 0 er Window, Impact ", sheets 1 through 11 of 11, dated 02/28 /2006 with the latest revision "C" dated 04/15 /2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision s with the Notice of A - ►tance number and expiration date by the •• • • • • • • • • •• ••• • • • • ••• • • • • • ••• • • • • • •• • • • • • ••• • • • • • • • • • •• •• • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.Rov/buildinecode MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPEc IQ41; A cppy pf t}Iis,pntile NOA shall be provided to the user by the manufacturer or its distributors and'sh a a'Zail'abbe for inspection at the job site at the request of the Building Official. This NOA.revises pit $o.b'6 0405.06 and consists of this page 1 and evidence pages E -1 and E -2, as well .. .. .. . . . .. as approval ocument mentioned above. The submitted documentation was reviewed by Manuel Perez, P. NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04 /15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) .. ... . • • • • • • • • • • • • .. . .. • .. • • .. • • • • • • • • • • • • • • • • • • • • .. .. • • • • • • ... • ... • • • • ... • • • • • • • • .. . • • • • • . • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • • • • • • • . • .. .. E -1 Manuel Per Ajg Product Control : < Mgr . NOA No 07- • : 09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries, Inc. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FEL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact ", approved on 12/21/2006 and expiring on 12/21/2011. •• ••• • • • • • •• • • • • • • • • ••• • • • • • • • • ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • • ••• • • • • • • • • • • •• • • • • • • • • • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E -2 Manuel Perez, Product Control Exa NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ,•• • • •• • • • tr • • •••I•• • • •••• • •1• • • • • • •••• •• • • • •••I• • •• •• • • • • • • • • •• • • • • •••• • • • • ••• GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16° LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 516 LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER C. 5/16° LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS W TH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 7/16° LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 13/16° LAMI 10: (1) LITE OF 1/8° OR 3/16' ANNEALED (MIN.) GLASS, 5/16" OR 3/8 AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16 LAMI 10: (1) LITE OF 1/8" OR 3/16' ANNEALED (MIN.) GLASS, 5/18° OR 3/8' AIR SPACE AND 5/16° LAMI CONSISTING OF (1) CITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 1.13/16' LAMI 10: (1) LITE OF 1/8 OR 3/16° ANNEALED (MIN.) GLASS, 5/16° OR 3/8° AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER J. 13/16" LAMI 10: (1) LITE OF 1/8° OR 3/16" ANNEALED (MIN.) GLASS, 3/16' OR 114' AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K. 13/16° LAMI IG: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 3/16° OR 1/4" AIR SPACE AND 716 LAMI CONSISTING OF (1) CITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13/16' LAMI 10: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 3/16' OR 1/4" AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: Q XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TALES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 1 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A REFERENCES: TEST REPORTS FTL -4858, FTL -4859 AND FTL -5330. ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI/AF &PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY W CL ITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, EIyfrEQL1IOLHINRp141 THE HIGH VELOCITY L. HURRICANE ZONE (HVHZ). Res.* Deft F K. 4/15/07 Rawl Sy tff: F.K. 10/17/06 Rersd By. Dam F.K. 5/13106 Omen ay D F.K. 2/28/06 C 8 ate: A Checked Br J.J. ADD FTL -5330 TO NOTES 7 & CHG. NOTE 8 TO CURRENT EDIT. CHANGE TOASTME 1300 -02 ADD AIR SPACE DIM. NOTE I, TECH. REF. NOTE 78 NOTE 8. 323/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O 10X 1520 NOKOMIS. FL 34274 PcGT Visibly Brtter GENERAL wifikS"`w ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SavM"/e[ sa 51d: Pmvg Na Rn: HR710 NTS 1 11 4127 -10 C By NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 6 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 PRODUCT REVISED 1c; ccsnpiying with the Florida EvI1d :re Code Aus ^'.encs N O1 S.0 Expin2ioo Dots ' f?7C t / DI ' .n Robert L Clack, F.E. PE 6.39712 Structural • • • • • • • • • • • • • • • ••. • • • •••• • • • • • ••• • • • •••• • •• •• • • • • • • ••• • • • •• • • • • • • • • • • •• • • • • • • • • • • • 9 sd03: aura: F.K. 4/15/07 Row* Cub: EX 10/17/06 Rena By aala: F.K. 5/13/06 Ore"eay: Cale: F.K. 2128/06 c Rw6bQ 118° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/16° NOM. 5/16" LAMINATED GLASS 66,67,68,69,70,71 NO CHANGE THIS SHEET NO CHANGE THIS SHEET 112° NOM. GLASS BITE 112° NOM. GLASS BITE A ADD AIR SPACE DIM. TO LAMI IG DETAILS taretlm]ey Dale' J.J. 3/23/06 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16° OR 3/8° AIR SPACE 1/8° OR 3/16 °.ANNEALED (MIN.) GLASS 07a TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O. )0X 1529 NOKOMIS, 51. 34274 P ST Visibly Better 1/2° NOM. GLASS BITE \f 3/18 ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18° ANNEALED OR HEAT STRENGTHENED GLASS 7/18 LAMINATED 7/16" LAMINATED GLASS 1/2° NOM. GLASS BITE 3/18° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 3/16° OR 1/4° AIR SPACE 1/8° or 3/16° ANNEALED (MIN.) GLASS 13/16 NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 I FUJI 2 11 4127 -10 a EXTERIOR INTERIOR E> (ALL SECTIONS) C PRODUCT REVISED an comp', jing with the Florida Building Cede Aaep:en o Nk Q — : - Expiration Dato W By ado Product RoYert L. Clark, P.E. PE 839712 Structural TABLE 1. XOX (114,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW G GLASS W WINDOW HEIGHT 26" 3 36" 3 38 3/8" 4 48" 5 50 5/8" 5 54" 6 60" 6 63" • • 84" A A,B,G,H + +60.0 - -60.0 + +60.0 - -60.0 + +60.0 - -60.0 + +60.0 - -60.0 + +60.0 - -60.0 + +60.0 - -60.0 + +60.0 - -60.0 + +60.0 - -60.0 96" A A,B,G,H + +60.0 - -60.0 + +60.0 - -60.0 + +60.0 - -60.0 + +60.0 - -60.0 + +60.0 - -60.0 + +60.0 - -60.0 + +58.8 - -58.8 + +56.2 - -56.2 '`06 3/8" A A, B,G, H + +60.0 - -60.0 + +60.0 - -60.0 + +60.0 - -60.0 + +60.0 - -60.0 + +60.0 - -60.0 + +60.0 - -60.0 + +55.2 - -55.2 + +52.3 - -52.3 • • :108" A A,B,G,H + +60.0 - -60.0 + +60.0 - -60.0 + +60.0 - -60.0 + +60.0 - -60.0 + +60.0 - -60.0 + +60.0 - -60.0 + +54.6 - -54.6 + +51.7 - -51.7 •• 111" A A,B,G,H + +60.0 - -60.0 + +60.0 - -60.0 + +60.0 _ _ -60.0 + +60.0 - -60.0 + +60.0 - -60.0 + +59.5 - -59.5 + +53.6 - -53.6 + +50.9 - -50.9 • •11111 TO 111" C C,I + +60.0 - -60.0 •dPa,T0 D D;K,L + +75.0 - -75.0 ••• TABLE 2. •••• • • • • • • • • • • •• •• • • • • • • • •••• • • •••• • • • • • • • • • •• • • • • • •• • • •••• • • • • • • •••• • • • • ••: • •• • • •• •• • • • • •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •••• •••• • • • • •• •• • • • • • • • • •• • • • •••• • • • •••• • •II 57 3/8° MAX DLO ALL FIXED LITES Paved ay. Da* F.K 4/15/07 Rom DV Date F.K 10/17/06 p d er: 4em F.K 5113/06 Ornmay. Deb: F.K. 2/28/06 27 3/8° MAX. DLO VENT 6 111° MAX. WIDTH FLANGE FRAME a°✓snmv 33 9/16° MAX DLO FIXED 74" MAX. WID NO CHANGE THIS SHEET Revisions A NO CHANGE THIS SHEET Civock'e0Br Daft J.J. 3/23/06 54 5/16° MAX. DLO FIXED 0 110° MAX. WIDTH I.F. FRAME DETAIL B - XOX (1/4- 1/2 -1/4) 33 9/16° MAX. DLO VENT c 73° MAX. WIDTH I.F. FRAME FI AN(F FRAME . .1t 171i 5 tH C .f'° K -1° • DETAIL A - OX OR XO ADD INTEGRAL FIN CONSTRUCTION DETAIL FROM SHT. 6. 63 MAX FLANGE q FRAME ALL 56 " CONFIG. MAX 0 DLO ALL VENTS 62° MAX I.F. FRAME ALL CONFIG. 1070 TECHNOLOGY DRIVE p - ' — NOKOMIS, 834275 P.O.90X 129 NOKOMIS, FL Visibly Better ELEVATIONS Serteldodet 161710 273/8° 27 3/8" MAX. DLO MAX. DLO VENT FIXED 85 7116 MAX. WIDTH I.F. FRAME -01 7/16° MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET NTS 4 m 11 13 FLANGE FRAME VIEW D -D (FRAME CORNER CONSTRUCTION) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 4127 -10 C E P.": REVISED with the Florida :rta No 07-0 :.S. Oq Data Yia" - el/ �_ . curt c00b°' obeli L. Clark, P.E. PE839712 Structural •• • • • •••• • • • • • • • • • • • ••• • •• • • • ••• • • • • • • • • • • ••• • •• •• ••• • • • • • • • • •••• • • • ••• • • •• • • •• • • •• •• • •• MAX. HEIGHT FLANGE FRAME SECTION C -C (VERTICAL SECTION, FLANGE FRAME) EXTERIOR INTERIOR EXTERIOR INTERIOR '+— MAX FIXED DLO -1 MAX. WIDTH (FLANGE FRAME) SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE MAX FIXED DLO -4 MAX. VENT DLO –+ MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIFRAME) INTERIOR SILL (VERTICAL SECTION, I.F. FRAME) EXTERIOR HEAD (VERTICAL SECTION, I.F. FRAME)1 CR, Pi ODUCT REVISED as cox ly eg with the Florida Cede ACa;,'wtCC No tattier Data Read ay F.1C Roe ay F.K. Rae.* F.K. Deo: 4/15/07 bem 10/17/06 Dew: 5/13/06 a °waylay: Data: Checked ay Dow: F.K. 2/28/06 J.J. 3/23/06 ADD INTEGRAL FIN FRAME, ITEMS 41, 42 AND 43 AND VIEWS. NO CHANGE THIS SHEET NO CHANGE THIS SHEET 107NOE TECHNOLOGY DRIVE P __--T N . O 342776 P.O. BOX 1029 NOKOMIS, FL 34274 Visibly Better SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sterbaadadst HR710 Half 5 m 11 4127 -10 / D� R obert L. Clads, P.E. PE 839712 Structural •••• • • • •••• • • • • • • • • • • •••• • • •••• • •• •• • • • • • •••• • • •••• • ••• • • • ••• •• • ••• • • • •• ••• • ••• • • • • 118 14 • flt •% •17 21 22 i 39 40 41 42 43 50 51 52 53 54 55 56 4025 4053 4136 4137 4131 71298 1626 4002 4134 1155 4110 4054 4066 4105 1683 225-1 226 4128 4006 1235 1096 1016 4126 1683 7070 4139 4140 4141 1224 1225 4039 4044 4222 985 1 D ITEM DWG DESCRIPTION 61 63 64 65 1 4102 A FLANGE FRAME HEAD aaaany Dar. F.K. 4/15/07 lNVatlD. Dam: F.K 10/17/06 w.>'tla F.K. er aeia F.K 2/28/06 SASH STOP (STD.) (ANTI LIFT CLIP) 48 X 3/4 PH. PAN HEAD SASH STOP COVER (SASH STOP) FLANGE FRAME SILL SILL ADAPTOR ROLLER TRACK WEEP HOLE COVER ADHESIVE OPEN CELL FOAM PAD FLANGE FRAME JAMB GASKET FOR MAIN FRAME SILL JOINT #8 X 1.000 QUAD PN. SMS SCREEN ADAPTOR FIXED MEETING RAIL WSTP.,.187 X .230, FIN SEAL SASH TOP & BOTTOM RAIL WSTP.,.250 X .270 BACK, FIN SEAL ROLLER HOUSING& GUIDE BRASS ROLLER WHEELS HORIZONTAL ROLLER SASH TOP GUIDE SASH MEETING RAIL WSTP „.170 X .270 BACK, FIN SEAL SWEEP LATCH #8 X.625 PH. FL. SMS SASH SIDE RAIL W STP „.250 X .270 BACK, FIN SEAL BULB WEATHERSTRIP .187 X 275 LIFT RAIL COVER CAP I.F. FRAME HEAD LF. FRAME SILL I.F. FRAMEJAMB GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT VINYLGLAZINGBEAD BULB (THICK) VINYL GLAZINGBEAD BULB (THIN) GLAZING BEAD - 5/16” GLAZING BEAD - 5/16” W /GRILLKIT GLAZING BEAD - 7/16" GLAZING BEAD - 7/16" W /GRB.L KIT 59 4067 GLAZING BEAD - 13/16" 60 GLASS 5/16 LAMI (1/8" A, .090 PVB, 1/8" A) 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 62 " 5/16" IAMI (1/8" HS, .090 PVB, 1/8" HS) 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) Ate 5/13/06 x "wmna• A Checked By ADO SPACE DIMENSIONS ITEMS 66 THIRD 77. Aavabna: C ADD ITEMS 41, 42 643 Art stmt 8 NO CHANGE 77.11S SHEET Dom: JJ. 3/23/06 MAIL PGIW 6063-T6AL 612237 6063 -T5 AL 612244 7834AA 6063 -T5 AL 6063 -T6 AL 64136 6063 -T6 AL 64137 6063 -T6 AL 64131 POLYPROP. 71298 7PAD1626 6063 -T6 AL 612225 74134W/K 781PQA 6063 -T5 AL 64110G 6063HD -T6 AL 64054A 64066G 6063 -T5 AL 612240 61683G 42112HD BRASS 7BRWHL2 POLYPROP. 44128N 6063HS -T6 AL 64006 67S16G DIE -CAST 71096 7858 6063 -T5 AL 1 64126 6063 -T6 AL 61683G 67070K 74078 "C" L OR R 64139 6063 -T6 AL 1 64140 6063 -T6 AL i 64141 6TP247W,K 6TP248K 6063 -T5 AL 64039B 6063 -T5 AL 644703 6063 -T5 AL 64222 6063 -T5 AL 6985 6063 -T5 AL 64067 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 A ITEM 66 67 68 69 70 71 n 73 74 75 76 77 90 91 92 93 94 95 96 P ST Visibly Better DWG# REVI DESCRIPTION GLASS, 13/16" LAMI 1G- 1 /8 "A, 3/8 "AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1 /8 "A) " 13/16" LAMI IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"HS) 13/16" LAMI IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1 /8 "HS) 13/16" IAMI IG- 3/16 "A, 5/16" AIRSPACE, 5/16" IAMI (1 /8 "A, .090 PVB, 1/8 "A) 13/16" LAMI IG- 3/16 "A, 5/16 AIR SPACE, 5/16" IAMI (1/8 "A, .090PVB, 1 /8 "HS) 13/16" LAMI IG- 3/16"A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1/8"HS) 1014 1630 1631 1073 1624 1635 .988 43 I.F. FRAME JAMB Q #4141, 6063 -T6 13/16" LAMI IG-1/8"A, 1/4" AIRSPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) 13/16" IAMI IG- 1 /8 "A, 1/4" AIR SPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3/16"HS) 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" IAMI (3/16"A, .090 PVB, 3/16 "HS) 13/16" LAMI IG- 3/16 "A, 3/16" AIRSPACE, 7/16" IAMI (3/16"HS,.090 PVB, 3 /16 "HS) apiesAbdat HR710 SCREEN FRAME (HOR. & VER.) SCREEN CORNER KEY WRINGS SCREEN CORNER KEY W /OUT RINGS SCREEN SPRING SCREEN SPLINE - .135 DIA. FOAM SCREEN SPLINE- .135 DIA. HARD SCREEN .062 PARTS LIST NTS CI I.F. FRAME HEAD 2.784 • 2 710 42 F. FRAME SILL © #4140, 6063-T6 6 ✓ 11 4127 -10 3.152 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 3105 -814 AL POLYPROP. POLYPROP. EM PVC EM PVC CLOTH C MAIL ST.ST. PGIW PRODUCT REVISED as complying with Ste Florida Building Code Acceptance No O Expiration Dote By the L. Clark, P.E. PE 638712 Structural • • • •• • • • • • • •••• • • • • •• •• • • • • • •••• • • •••• • • • • • • • ••• • • ••• •• • • • ••• • ••• • • • • •• • • • • ••• •• • ••• •• • •• • •• • •• •• • • Raved Dr F.K. Ray. F.K. Reuse ay F( Dream ay F.K. 1.373 2.710 O FLANGE FRAME HEAD #4102A, 8063-T6 .050 Daten 4/15/07 Daic 10/77/06 Os 5/13/06 7128/06 8 ire: A cneaea J.J. O SASH STOP #4025, 6063-T5 .062 1183 I U 1.349+1 21 SASH TOP & BOTTOM RAIL #4133, 6063-T5 .878 1.096 1 I O GLAZING BEAD, 5/16" 44044B,6063 -T5 (USED W/ GRILL KIT) Data 323/08 2 1. .06 O FLANGE FRAME SILL #4136,6083 -T6 .061 .48 O HORIZ. ROLLER TRACK #4131, 6063-T6 I 1.187 I -�1 1.081 -"- 32 SASH MTG. RAIL #4006D, 6063HS-T6 IItI� .878 1.096 4455 1-I+ -r{I T 55 GLAZING BEAD 7/16" #4222A, 6063-T5 NO CHANGE 774/5 SHEET NO CHANGE THIS SHEET NO CHANGE THIS SHEET 3.152 1070 TECHNOLOGY ERNE NOKOMIS, FL 34275 P.O BOX 1529 NOKOIA1 FL 34274 37 SASH SIDE RAIL #4126, 6083-T5 .050 --.- .678 1.115 I -I 56 GLAZING BEAD, 7/16" #985C, 8063-T5 (USED W/ GRILL KIT) PST Visibly Better O FRAME SILL ADAPTER #4137, 6063-T6 L 1.403-►I 17 FIXED MEETING RAIL #405413,6063HD -T6 .678 1.0964" — T 53 GLAZING BEAD, 5/16" #403913,6083 -T5 .683 .0501 - Y�1 -1.097 59 GLAZING BEAD, 13/16" #4067, 6063 -T5 EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sermfate HR710 Half m 11 tkarany 4127 -10 Rer. c b1.513- I I� r.040 .738 O SASH STOP COVER #4053, 6063-T5 1.363 13 FLANGE FRAME JAMB #4002A, 6063-T6 YRODUCTRLVISED as complying with the Florida Building Code R Aecepreaco No 0 Expiration Date / 114/": ri)/7 Robert L. Clark. P.E. PE 539712 Structural ANCHOR QUANTITIES, XOX (1/41/2 -1/4) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 -1/4 ELCO TAPCONS 2 -1/4 ELCO S54 CRETE -FLEX 3 -#12 STEEL SCREWS (G5) • @NCHOR TYPE &8UBSTRATE GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 2,3, WOOD 2 CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES • W W SIZE if H HEAD & SILL m 2 HEAD & SILL ' 0 g HEAD & SILL 70) rn f HEAD & SILL f a a HEAD & SILL ca 2 HEAD & SILL ' to 2. GLASS TYPES: 2 A. 5/16 LAMI - (1/8° A 090,1/8° A) ' B. 5116 LAMI - (118 A,.090, 1/8" HS) ° LAMI § �� §§ • X 838 8 x 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1+C2 +1 +C2 +1 2 1+C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 D.7/16 -(1/ "A.09 1 D. 7/16° LAMI - (3!11 6 A,.090, , 3 3/186 A) " A} 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1+C2 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 E. 7/16 LAMI - (3/16" A,.090, 3/16 HS) 1 +C2 +1 +C2+1 3 1 +02 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +02 +1 7/16" 3 G. 13/16 LAMI 13/16° LAMI IG - 1//8°° O t8 93 "A HS) - OR 3/16" A, 5/16° OR 3/8 SPACE, 5/16 LAMI - (1/8° A,.090, 1/8" A) 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 H.13/16" LAMI IG -1/8° OR 3/16" A, 5/16° OR 3/8 SPACE, 5/16 LAMI - (1/8 1/8 HS) 1+02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1 +02 +1 +02+1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +(2 +1 +02+1 I. 13116' LAMI IG - 1/8 OR 3/16° A, 5/16' OR 3/8" SPACE, 5/16" LAMI - (118° HS,.090, 1/8" HS) 3 J. 13/16 LAMI 10 - 1/8" OR 3/16 A, 3/16" OR 1/4° SPACE, 7/16 LAMI - (3/16°A,.090, 3/16 A) 1 +C2 +1 +C2+1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C3+1 +C3+1 3 K.13/16 LAMI IG -1/8 OR 3/16 A, 3/16 OR 1/4" SPACE, 7/16 LAMI - (3/16 A,.090, 3/16 HS) g. A l s 8 8 x I I • 1 +02 +1 +C2 +1 2 1 +C2 +1 +02+1 2 1 +C2 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 1 +C2+1 +C2 +1 2 1 +02+2 +C2 +1 L. 13/16 LAMI 10 -1 /8° OR 3/16°A, 3/16 OR 1/4 SPACE, 7/16" LAMI - (3/18" HS,.090, 3/16" HS) 2 1 +C2 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2+C2+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +2+C2 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE 1 +02+1 +02+1 3 1 +C2 +1+02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +2 +02+1 3 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 1 +C2 +1 +C2+1 3 1 +02+1 +02 +1 3 1 +02+1 +C2 +1 3 1 +02+1 +C2+1 3 1 +02+1 +02 +1 3 1 +03+2+03+1 3 25 3!4 MAX. FROM CORNERS. JAMBS: 9° MAX FROM CORNERS AND 221/2 MAX. O.C. 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C3 +2 +C3+1 3 TABLE my: 74.000x 38.375 46000 50.625 54.000 60.Opp 63.000 1 +02 +2 +C2 +1 2 1 +02 +1 +C2 +1 2 1 +02+2 +C2 +1 2 1+C2 +2 +C2 +1 2 1 +02 +2+C2 +1 2 1 +C2 +2 +C2 +1 2 X O X 1 +C2 +2 +02+1 3 1 +C2 +1 +02 +1 3 1 +C2 +2+02+1 3 1 +02 +2 +02 +1 3 1+02 +2+02 +1 3 1 +02 +2 +02+1 3 +1 +03 +4+03 +11 3 I- - ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. 1 +C2 +2 +C2 +1 3 1 +C2 +1 +02+1 3 1 +02+2 +02 +1 3 1 +02+2 +C2 +1 3 1 +C2+2 +02 +1 3 1 +02 +2+02 +1 3 1 +C2 +2 +02+1 3 1 +02+1 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +C2+2 +C2 +1 3 1 +C2+2 +C2 +1 3 1 +03+2 +03+1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 1 +C2 +2 +C2+1 3 1 +C2 +1+C2+1 3 1 +02+2 +C2 +1 3 1 +C2 +2 +02 +1 3 1 +03 +2+02 +1 3 1 +C3+2 +C3+1 3 ANCHOR AT EACH OPERABLE VENT 1 +02 +2+02 +1 3 1 +C2 +1 +C2+1 3 1 +C3+2 +C3 +1 3 1 +C3+2 +C3+1 3 1 +C2+2 +02 +1 3 1 +C3+2 +C3+1 3 PLUS (4) ANCHORS AT FIXED SECTION. ANCHORS TOTAL AT HEAD AND • egggg Q x 25 1 +02 +2+02 +1 2 1 +C2 +2 +02 +1 2 1 +02 +2 +02 +1 2 1 +C2 +2 +C2+1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3+C2 +1 2 (12) SILL. 1 +C2 +2+02 +1 3 1 +02+2+02 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +03+3+03+1 3 (3° MIN. O.C. ANCHOR SPACING) 1 +02 +2 +02+1 3 1 +C2 +2 +C2+1 3 1 +02 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +C2 +1 3 1 +03+3 +03+1 3 1 +02 +2 +02+1 3 1 +02+2+02+1 3 1 +02 +2+02 +1 3 1 +02 +2 +02 +1 3 1 +02+2 +C2 +1 3 1 +C4 +3+C4 +1 3 + 25 3/4° max. 1 +02 +2 +02 +1 3 1 +C2 +2+02 +1 3 1 +C3+2 +03+1 3 1 +03 +2 +03+1 3 1 +02 +2 +02 +1 3 1+04 +3+04 +1 3 4 aim I~ MIN. ft 00 O 1 X F.OINICV' VISED es •..•:�r, ..'• with the Florida I :',. ;;'c AGr; " * = - ce N a 0 - Cl i ...o Expiration Dare P�7 BY '! ' 0_ 1 +C2 +2 +C2 +1 3 1 +02 +2 +C2 +1 3 1 +03+2 +03+1 3 1 +03+2 +03+1 3 1 +C2 +2 +02 +1 3 1 +04 +3+04 +1 9' REF. X 3 r gggggg A 4 8 3 8 8 1 +02+2 +02 +1 2 1 +02 +2 +02 +1 2 1 +02 +3+02 +1 2 1 +02 +3+02 +1 2 1 +02 +3 +02 +1 2 1 +02+4 +02 +1 2 T �� J__- 1 +02 +3+02 +1 3 1 +02 +2 +02+1 3 1 +03+3 +03+1 3 1 +03 +3+03+1 3 1 +02 +3+02 +1 3 1 +03+4 +03+1 3 MTG. RAIL, TYP.- 1 +C2 +3+02 +1 3 1 +02 +2 +02 +1 3 1 + 03+3 +03+1 3 1 +C3+ +C3+1 3 � 1 +03 +3 +03+1 3 1+03 +4 +03 +1 3 EX AMPLE CLUSTER W/ QTY. OF (3)�ANCHORS 1 +03+3+03 +1 3 1 +C2 +2 +C2 +1 3 1 +03+3+03 +1 3 1 +03+3+03+1 3 1 +03 +3+03 +1 3 1 +04+4 +04+1 3 (SHOWN IN TABLE KEY ABOVE) 1 +03 +3 +03+1 3 1 +C2 +2 +02 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3+04 +1 4 1 +03 +3 +03+1 3 1 +04+4+04 +1 3 1 +03+3+03+1 3 1 +02+2 +02 +1 3 1 +04 +3+04 +1 3 1+04 +3 +C4 +1 4 1 +04 +3+04 +1 3 1 +06 +4 +0,5+1 3 25^4 MAX °TYP. 111.000x 38.375 48.000 50.625 54.0130 60.000 63.000 1 +02 +3 +02 +1 2 1 +02+2+02 +1 2 1 +02 +3+02 +1 2 1 +C2 +3 +02 +1 3 1 +02 +3+02 +1 2 1 +02 +4 +02 +1 2 - 1112 1.--3 MIN. 1 +02 +3+02 +1 3 1 +02 +2 +02 +1 3 1+03+3+03 +1 3 1 +03+3 +03+1 3 1 +02 +3+02+1 3 1 ++4 +03+1 03 3 9' 1 l i t O �J ®� Robert L. Clark P.E. PE Bu 8712 Sauclurel 1 +C2 +3+02 +1 3 1+C2+2+(2+1 3 1 +03+3 +03+1 3 1 +03 +3 +03 +1 3 1+03+3+03+1 3 1 +03+4 +03+1 3 1 +C3 +3+03+1 3 1 +02+2+02 +1 3 1 +03+3 +03+1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +03+1 3 1 +C4 +4 +C4+1 3 -- .---- 1 +03 +3+C3+1 3 1 +02+2 +02 +1 3 1 +04 +3 +04+1 3 1 +04 +3 +04 +1 4 1 +03 +3+03+1 3 1 +04+4 +04 +1 3 MTG. RAIL, TYP. 1 +03+3 +03+1 3 1 +02 +2 +02 +1 3 1 +C4 +3 +C4 +1 3 1 +04 +3 +04 +1 4 1 +04 +3 +04 +1 3 1 +05+4 +05+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS FI FI C 4/15/07 C UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR GIP.ADJ ANCHORAGE SPACING, XOX (1/4-1/2-1/4) *e ALUM. HORIZONTAL ROLLER WINDOW, IMPACT R ay F.K. F. mre.• 10/17/08 Revisions; B REVISE ANCHORAGE FORMAT, HEAD 8 SILL CLUSTERS 1070 NOKOMI OLOOY DRIVE NOxCAtls FL 34275 P.O. BOX 1529 NOKOId15, FL 342 Rana R A DIMENSIONS GLASS TYPES G T11RU L. F.K. p sNi e p F.K. 5/13/06 �: 2/28/06 checked By J.J. ADD SPACE paw 3/23/06 Visibly (fetter s M 03,1 HR Sa03 NTS s 8 m 1 1 PQ°'B"° 4127 - 10 Rev: C • • •• • • • • •• • • • • • • • • • • •• •• • • • • • •• • • • • •• •••• • • • • • •. • • • • • •• •• • • •• • • • • • • • • • • • ANCHOR QUANTITIES, XOX (113 -113 -113) WINDOWS TABLE 6 NOTES: ANCHOR TYPES: 1. 1 -1/4 ELCO TAPCONS 2 - 1/4 ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) ap♦IICHOR TYPE & SUBSTRATE GLASS TYPES A,B,G.H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES • YVINDOW SIZE • a t H HEAD & SILL ¢ HEAD &SILL -, HEAD &SILL HEAD & SILL -, a HEAD &SILL HEAD & SILL 2. GLASS TYPES: g A. 5/16 LAMI - (1/8" A,.090, A) -, B. 5/16 LAMI - (1/8 A,.090,1/8 HS) 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 C. 5/16 LAMI - (1/8 HS,.090, 1/8 HS) D.7 /18 "LAMI- A,.090,3/16 °A) 1 +02+1+02+1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1+02 +1 +C2 +1 3 1+C2 +1 +C2 +1 (3/16 3 E. 7/16" LAMI - (3/16 " A,.090, 3/16 HS) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 F. 7/16 LAMI - (3/16 HS,.090, 3/16' HS) 1 +C2 +1 +C2 +1 3 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 G.13/16" LAMI IG -1 /8 OR 3/16 A, 5/16 OR 3/8 SPACE, 5/16° LAMI - (118° A,.090,1/8" A) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02+1 3 1+02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 H. 13/16 LAMI IG -1 /8 OR 3/16° A, 5116 OR 3/8 SPACE, 5/16 LAMI - (118 A,.090, 1/8" HS) I. 13/16 LAMI IG - 1/8 OR 3/16 A, 5/16 OR 3/8" SPACE, 5/16 LAMI - (1/8 HS,.090, 1/8" HS) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +03+1 3 J. 13/16 LAMI IG - 1/8' OR 3/16 A, 3/16 OR 1/4 SPACE, 7/18 LAMI - (3/16 A,.090, 3/16 A) 53.125 x 38.375 • • • 48.000 • 50.825 • • 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +C2 +1 2 K. 13/16 LAMI IG - 1/8° OR 3/16 A, 3/16' OR 1/4° SPACE, 7/16° LAMI - (3/16 A,.090, 3/16' HS) 1 +C2+1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1+02 +1 +02+1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 L. 13/16 LAMI IG -1 /8° OR 3/16 A, 3/16 OR 1/4" SPACE, 7/16 LAMI - (3/16' HS,.090, 3/18 HS) 1 +02 +1 +02 +1 +1 ++1 3 1 +02 02 3 1 +02 +1 +02+1 3 1 ++1 ++1 02 02 3 1 +02 +1 +02 +1 3 1+02+1+02+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +02 +1 +C2 +1 3 1 +02 +1+02 +1 3 1 +02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+02 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +C3+1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1+02 +1 3 1+02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 5 MAX. CM CORNERS 60.000x 38.375 48.000 50.625 54.000 60.000 R9.000 1 +02+1 +02+1 2 1 +C2 +1 +C2 +1 2 1 +02+1 +C2 +1 2 1 +02 +1+02 +1 2 1 +02 +1 +02+1 2 1 +02 +1 +02+1 2 JAMBS: 9' MAX. MA FROM X FROM CORNERS AND 22112 MAX. O.C. 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 TABLE KEY: 1 +02 +1 +02 +1 1 +02 +1 +02 +1 3 1 +02+1+02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +C2 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +C2 +1 3 1 +02 +1 +02+1 3 1 +03+1 +03+1 3 X O X 3 I1 +03 + +03+11 3 I ..— ANCHOR QUANTITY PER JAMB 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1+02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3 f HEAD AND SILL ANCHOR QUANTITIES 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +82 +1 +02 +1 3 1 +03+1 +03+1 3 1+02 +1 +q +1 3 1 +02+1 +02+1 3 1 +02 +1 +02+1 2 1 +02 +1 +02 +1 2 1+02 +1 +C2 +1 2 1 +02+1 +02+1 2 1 +C2 +1 +C2 +1 2 1 +02+1 +C2 +1 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. ( ANCHORS TOTAL AT HEAD AND SILL. (3 MIN. O.C. ANCHOR SPACING) 1+02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02+1 3 1+02+1 +02 +1 3 1+C2+1+02+1 3 1 +02 +1 +C2 +1 3 1 +02+1 +02+1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +q +1 3 °+• 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+11 311 +02+1 +C2 +1I 3 1 +02+1 +C2 +1 3 1 +03+1 +03+1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +q +1 +03+1 3 1 +02 +1 +02+1 3 1 +02+1 +02+1 3 1 +03+1 +03+1 3 1 +03+1 +03 +1 3 1 +02+1 +02 +1 3 1 +02+1 +03+1 3 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02+1 +C2 +1 2 1 +C2 +1 +02 +1 2 1 +02 +1 +02+1 2 I 25 314 MAX. 3/4 MT MIN 1 +02 +1 +02+1 3 1+ 1 02+1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02+1+02+1 3 1 +02 +1 +02+1 3 1 +03+1 +02+1 3 P: ":07002' REVISED a C :t y+ s watt 1W Florida Evi1d :,p. Cr.& Accep:EU:rc No 0 0B 5.002 1 +02 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +03+1 +03+1 3 9 FIEF. l 1 X —� a 1 t A O 9I a X 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +02 +1 +02+1 3 1 +02+1 +02+1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +03+1 +02+1 3 TYP. 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +03+1 +03+1 3 1 +q +1 +C3+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 MTG. RAIL, OF (3) ANCHORS ABOVE) a 1+02 +1 +02+1 2 1 +02 +1+02 +1 2 1 +02 +1 +02 +1 2 1 +02+1 +02 +1 3 1 +02+1 +02+1 2 1 +02 +1 +02 +1 2 EXAMP6,E CLUSTER W/ QTY. IN TABLE KEY 1 +02+1+02 +1 3 1 +( +1 +C2 +1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 Ex.¢abon Date F' !d/ 'oil 1+02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +q +1 +03+1 3 (SHOWN By UL ,.,. Dado RoduM 1 +02+1 +02+1 3 1 +02 +1 +02 +1 3 1 +q +1 +C3+1 3 1 +03+1 +03+1 3 1 +C2 +1 +02 +1 3 1 +q +1 +03 +1 3 1 +02+1 ++1 q 3 1 +02+1 +02+1 3 1 ++1 +q +1 q 3 1 +03+1 +C3+1 4 1 ++1 +03+1 02 3 1 ++1 +03+1 q 3 253/4°MA +1 1+03+1+C3+1 3 1 +02 +1 +02+1 3 1 +03+1 +03+1 3 1 ++t ++1 4 q q 1 +03+1 +03+1 3 1 +C4 +1 +C4 +1 4 1 1/2" TYP. I �3 ° MIN. s 1 +02 +1 +02 +1 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 2 1 +02+1 +02 +1 3 3 1 +C2 +1 +02 +1 3 1 +02+1 +02+1 1 +02 +1 +02+1 2 1 +02 +1 +02 +1 3 9 +q +1 +q +1 2 i `„✓ Robert L. Clark, P.E. PE 039712 Structural 3 9° REF. X a ►tat O X 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +q +1 +03+1 3 T _______JIr._ y 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1+02 +1 +q +1 3 1 +03+1 +03+1 3 1 +02 +1 +02+1 3 1 +q +1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03 +1 +q +1 3 1 +03+1 +q +1 4 1 +03+1 +03 +1 3 1 +C4 +1 +C4 +1 4 MTG. RAIL, TYP: 1 +03+1 +03+1 3 1 +02 +1 +C2 +1 TABLE 5, SELECT 3 1 +03 +1 +03+1 VALUES DUE TO 3 1 +03+1 +q +1 4 ANCHOR CAP. ADJ. 1 +03+1 +63+1 3 1 +C4 +1+04 +1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS UPDATE ANCHORAGE SPACING, XOX (1/3- 1/3 -1/3) REVISEANCHORAGEFQRMAT, HEAD & SILL CLUSTERS 010 TECHNOLOOY DRIVE NOKOMIS, FL 39276 P.0 sox 1529 NOKOMI8 FL 34274 i ALUM. HORIZONTAL ROLLER WINDOW, IMPACT AD D SPACE DIMENSIONS GLASS TYPES G THRU L. 3/23/08 I Visibly flatter s�nooaet HR710 sa° NTS w°°e 9 m 11 a� ®w 4127 - 10 aer C • • •• • • • • •••• • • • • • • • • • • • • • • ••• • • • • • • • ••• • • •••• • • • • • • • •••• • • • • • ••• • • •• ••• • • • • • • • • • • • ••• • • • • •••• • • • • • • • • • • • • • • • • •••• • • • • • • • • • • • ••• • •• • • • ••• •••• •• • • • • • •••• •• • ••• • •• •• ••• • • • • • • • • ••• • • • • ANCHOR QUAN TABLE 6 ▪ ANCHOR TYPE> B)UBSTRATE M=NDOW SIZE ••* H S1!000 x 38.375 ••• 48.000 • • 50.625 • P • 54.000 • • • 60.000 ••• 63.000 • 68.000 x 38.375 • 48.000 • 50.625 54.000 60.000 63.000 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 60.000 38.375 M O 50.625 54.000 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 Rand ey' Date• F.K. 4/15/07 R°.m F.K. ROaney. F.K. Drawl ay FK 60.000 63.000 Ds 10/17/08 Dew: 5/13/06 228/06 GLASS TYPES A B,G H 2,3, WOOD ZONES o ts 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1+C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3+1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 2 +C2 +2 2 +C2 +2 2 +C3 +2 2 +03 +2 2 +C3 +2 1 +C3 +1 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +03 +2 R..r, A Chad. 1B, J.J. 2 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 4 4 3 4 4 4 3 4 4 4 4 4 3 4 4 4 4 2, CONC ZONES o:71 g 06 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +03 +1 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 2 +C2 +2 2 +C2 +2 2 +C2 +2 2 +C3 +2 1 +C3 +1 3 1 +C2 +1 1, CONC 1n 0 106 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 2 1 +C2 +1 3 1 +03 +1 3 1 +C3+1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C4 +1 2 2 +C2 +2 3 2 +C3 +2 3 2 +C3 +2" 3 2 +C3 +2 3 12 +C4 +2 3 '1 +(:4 +2 3 2 +C4 +2 2 2 +C2 +2 3 2 +C3 +2 3 2 +C4 +2 2 2 +C2 +2 3 2 +C3 +2 3 2 +C3 +2 3 2+04+2 3 2 +C4 +2 1D g m 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 2 3 3 3 4 4 3 3 3 4 4 4 4 4 4 GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD ZONES o J _.0 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 2 +C2 +2 2 +C2 +2 2 +C3 +2 2 +03 +2 2 +C3+2 2 +C3 +2 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 co ca Q 2 3 3 3 3 3 2 3 3 3 3 3 1 +C3 +1 2 1 +C2 +1 3 1 +C3+1 3 1 +C3 +1 4 3 3 3 4 4 4 3 3 2 +C3 +2 3 2 +C3 +2 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 2 +C4 +2 5 CHG.TABLE # T06, & SELECT VALUES DUE TO ANCHOR CAP. ADJ REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L. Date: I 2, CONC ZONES Q D W y 2 06 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 4 1 +C2 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 4 1 +C2 +1 4 1 +C2 +1 3 2 +C2 +2 4 2 +C2 +2 4 1 +C2 +1 4 1 +C3 +1 4 1 +03 +1 4 2 +C2 +2 4 2 +03 +2 5 2 +03 +2 0) CO 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 3 3 3 1, CONC ZONES g o J _ 00 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3+1 1 +C3 +1 1 +02 +1 1 +C2 +1 1 +C3 +1 1 +C3+1 1 +C3 +1 1 +C3+1 1 +C2 +1 1 +C3+1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C4 +1 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C4 +2 2 +C4 +2 2 +C2 +2 2 +C3 +2 q +C3 +2 2 +C3 +2 2 +C4 +2 2 +C4 +2 2 +C2 +2 2 +C3+2 3 2 +C3 +2 2+04+2 2+04+2 NOTES: 1. ANCHOR TYPES: 1 - 1/4° ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16' LAMI - (1/8° A,.090, 1/8' A) B. 5/16 LAMI - (1/8' A,.090, 1/8° HS) C. 5/16° LAMI - (1/8 HS,.090, 1/8° HS) D. 7/16° LAMI - (3/16° A,.090, 3/16" A) E. 7/16° LAMI - (3/16' A,.090, 3/16° HS) 0 /18° LAMI - (3/18° HS,.090, 3/16° HS) G. 3/18° LAMI 10 - 1/8° OR 3/16° A, 5/16" OR 3/8° SPACE, 5/16° LAMI . 13/16° LAMI IG - 1/8" OR 3/16° A, 5/16° OR 3/8° SPACE, 5/16° LAMI I. 13/18° LAMI 10 - 1/8° OR 3/16° A, 5/16° OR 3/8° SPACE, 5/16° LAMI - J. 13/16° LAMI 10 - 1/8 OR 3/18° A, 3/16° OR 114° SPACE, 7/16° LAMI - K. 13/16° LAMI IG - 1/8° OR 3/16° A, 3/18° OR 114° SPACE, 7/16° LAMI - L. 13/16° LAMP* - 1/8° OR 3/16" A, 3/16° OR 1/4" SPACE, 7/16° LAMI 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. T HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4° MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 221/2° MAX. O.C. TABLE KEY: O X 2+C3 +2 13 I- ANCHOR QUANTITY PER JAMB I HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3' MIN. O.C. ANCHOR SPACING) 8 3/4° MAX MIN. 9° REF. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 18 3/4° MAX 172 °T I+ MIN. . 9° REF. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ANCHORAGE SPACING, OX AND XO WINDOWS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Better Swipabtle[ smla' sheet D.mgv°b I Rar HR710 NTS 10 et 11 4127 -10 C - (1/8° A,.090, 1/8° A) - (1/8° A,.090, 1/8" HS) (1/8° HS,.090, 1/8° HS) (3/16° A,.090, 3/16° A) (3/16° A,.090, 3/16 HS) - (3/16' HS,.090, 3/16° HS) pitonu T ^1W1SED as comp:::”:„; a i:i: Crr- Florida Bvildfa6 Co: Og J hcccrt bado n Dal Da . E�.pc 2 // By D D '•ion ado Product Robert L. Clark, P.E. PE 539712 Structural 1n 2 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 4 4 3 3 3 4 4 4 3 4 4 4 4 2 +C3 +2 4 2 +C4 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1529 NOKOMIS. FL 34274 2 5 c P Visib •••• • • • • ' •••• • • • • • • • • • • • • • • • ••• • • •• • • • ••• • • •••• •• • • • • • •••• •• • • • ••• • •• •• ••• • • • • • • • • • • • •••• • • • •••• MIN. 3.4 KS! CONCRETE • 11? WOOD • BUCK, ••4 OTE 3 • • • �� 1/4° • 'v` - � MAX SHIM • • CONCRETE WOOD • ANCHOR, ANCHOR, • • NOTE 1 DETAIL A NOTE 2 DETAIL B ••• ••• ••• TYPICAL FLANGE FRAME HEAD SECTIONS ••• 1/4° • MAX SHIM _ LI 1 3/8° 1/4" MAX. SHIM —� WOOD ANCHOR, NOTE 2 2x WOOD BUCK, NOTE 3 DETAIL E 1/4° MAX SHIM • •NO I- y , t 1 3/4" MIN. A I E.D. TYP. CONCRETE DETAIL C MIN. 3.4K Rend Dr F.K. Revel ar F.K. Rand Eno F.K. Down 9r F.K. CONCRETE ANCHOR, NOTE 1 Dare: 4/15/07 Dee: 10/17/06 5/13/08 2/28/08 TYPICAL FLANGE FRAME JAMB SECTIONS TYPICAL FLANGE FRAME SILL SECTIONS Rm>sic xar Ravish, .• A cwesdar J.J. MIN. 1 3/4° MIN. E.D. TYP. :: NOTE 1 Q 2x WOOD BUCK, NOTE 3 2x WOOD BUCK, NOTE 3 CONCRETE ANCHOR, NOTE 1 ;la 1x WOOD BUCK, NOTE 3 DETAIL F 3 DETAIL D REVISE NOTES 1 & 2 REGARDING TRIMFIT HD. & EMBEDMENT. ADD LF. FRAME. CHG. NOTE 5 TO FIX, CURRENT EDmON• REVISE EDGE DIST. , EMBEDMENT& SHT. REFERENCES ADD NOTE 5. Dapr I 1/4 MAX SHIM 1 1 3/8° MIN. NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO La TAPCONS EMBEDED 1 3/8 MIN. OR 1/4° SS4 CRETE -FLEX EMBEDED 1 3/4 MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 °. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4° SS4 CRETE -FLEX WITH © #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 °. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 1/4" MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDITION. LA (1.5 KSI CMU) OR PER NOTE 1 Q (3.4 KSI CONCRETE) 1 3/4" EXTERIOR INTERIOR ° MIN. E.D (H & SILL DETAILS A, B, C, D, & H) WOOD ANCHOR, NOTE 2 1/4" MAX. SHIM 1070 TECHNOLOGY ORNE NOKCMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 INTERIOR (JAMB DETAILS E, F & I) EXTERIOR SEE NAILING 3/8 MIN, Q PS Visibly Better DETAIL H (HEAD NAILING .131 DIA. MIN. x 21/2° NAIL AT CORNERS AND 5° O.C. TYPICAL DETAILS G, 1-I& I. DETAIL G (SILL) A DETAIL I (JAMB Q TYPICAL INTEGRAL FIN FRAME SECTIONS ANCHORAGE DETAILS r.. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sarovmodee HR710 Scan ISnmt Halt 11 11 4127-10 Rev C es Monde. Ac.: rocceNo tit twit.: '.34: %• By e o 9 /7 £C,/ .4 ' 7 Robert L. Clark, P.E. PE 839712 Structural BUILDING PERMIT APPLICATION FBC City Mown 1 Tenant/Lessee Name Permit Type (circle): _ Roofing L5i� g Owner's Name (Fee Simple Titleholder) C.E.(R L15cE:13 Phone # 30,5 'a I' -a..b 15 Owner's Address 145 H Pt: Lh flzl Job Address (where the work is being done) q U3 q 44 1 1 aVE City Miami Shores Village County FOLIO / PARCEL # I I — 52O - 01 3 40 05 0 Is Building Historically Designated YES NO Contractor's Company Name�tli Hotly. 1F Pr nI' t 6ni & V (C Phone # Ste 3o Zip 9 Phone # Contractor's Address (o ® Cu �-( City (111-4I 079 State Imo} Qualifier Name eDi 6(G Rrkm ®►1t- State Certificate or Registration No. CAS C,OLI 4:78 Architect/Engineer's Name (if applicable) Value of Work For this Permit $ to t IS LIA Type of Work: ❑Addition ® `Alteration Describe Work: � Iii q) ROD(P} CO 1'1L15 Submittal Fee $ Notary $ Scanning $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 state a I A zip 35 3 g k.) Phone # ['New - 1 IMA9cT Permit No. 4) 5 - 3 1 l', -309 Master Permit No. Miami -Dade Zip 83 131 Certificate of Competency No. Phone # 6 04 -3;3 , - O 1 Square / Linear Footage Of Work: ❑ Repair/Replace ❑ Demolition * * * * * * * * * *** ** ******** *• *** * * **** * * * Fees**• x******** ** * **** ******* **** * *** ** Permit Fee $ CCF $ CO /CC Training/Education Fee $ Technology Fee $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -4 4 1"1"t - .51 c t Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Ow The foregoing instrument was acknowledged before me this OK day of rri , 20 i 0 , by if0.f1Cdct , r-A P, who is personally known to me or who has produced R- 04, As identification and who did take an oath. Sign: Print: (Revised 07/10/07) NOTARY PUB C: �'t1o 'q4.-05 otpRY PUe �n M. MORALES MY COMMISSION # DD 662033 untr : EXPIRES: April 11, 2011 � F F �P\oe Bonded Thru Budget Notary Services 1-1 Signature Contractor ho is personally known to ,_ ins iv, NOTARY C , by maaea oviisro Comm# D ®0879089 The foregoi day o Sign: Pri ment w acknowl eo d before this who has produced as identification and wlto did take an oath. •ao®aa11oea•oen •aea•■ ° moires 4/2812013 My Commission Expires: 614 — � � � � ( My Co ,� . • � xpine ' ' .�_�,t �„ ?�°. Florida Notary Assn., Inc ******************************************************* * * * * * * * * * * * * * * * * * * * * * * * * *+i< * ** ; *v�*r * wz*.t+�w**aaHr4 1+ APPLICATION APPROVED BY: Plans Examiner Engineer Zoning ra/ LIMITED POWER OF ATTORNEY BE IT KNOWN, that ("Principal ") has made and appointed, and by these presents does make and appoint THD At- Home ervic , Inc /a, The Home Depot At Home Services and/or its agent �C:d 4 true and lawful Attorney -in -Fact for him/her and in his/her name, place and stead, for the following specific and limited purposes only: To execute any and all documents reasonably necessary, including without limitation any permit applications, for the sole, specific and limited purpose of obtaining a permit for home improvements on behalf of the homeowner(s) ( L t ' 1 i 1iS�,C�l and for the property located at ` 331 • g • giving and granting said Attorney -in -Fact, full power and authority to do and perform all and every act and thing whatsoever necessary to be done in and about the specific and limited premises (set out hereinabove) as fully, to all intents and purposes, as might or could be done if personally present, with full power of substitution and revocation, hereby ratifying and confirming all that said attorney shall lawfully do or cause to be done by virtue hereof. IN WITNESS WHEREOF, I have hereunto set my hand and seal this . day of 1›.vc -vy ,20 Cb . STATE OF t g ) COUNTY OF :1 • ) I, , ; ?- t / , 3 4iG(� , a Notary Public in and for the State of Florida, do here certify that r.F7 t , who is either ( ) personally known to me, or who provided b as identification, appeared before me this day in person and acknowledged that he/she signed, sealed and delivered the said instrument as his/her free and voluntary authorized for the uses and purposes herein set forth. GIVEN under my hand and official seal .... this day of My commission expires: Permit Authorization 5 -20 -08 ed and delivered in the presence of: Principal Notary Pub WNW M AMMA r t— _., 4 as niamoi ,tea el, La lrti tit _J re) rd r+) r--r 6s: a1.4J Cd ri Lei <C C, Ot— re- C. cC r1: C.> J ..0 This Instrumend Prep i ••■• ci Name C-E; IMO a: Address CI aim Li • Permit No. --� Tax Folio No. nr P NOTICE OF COMMENCEMENT STATE OF air = COUNTY OF MI fTYn t ) tea.-. O On t9 s information Chapter713, Florida Statutes, the following information is provided in this Notice of Commencement. ..ter•.. Lr . ° e.. CI 1. Description of property: (legal description of properly, and street address if walla ) � � rn ►ftmf 5 t .s (O u a s a954 !J 1 .4110 w) )(rum C� <t 2. General description of improvement: lo) v 6094 3. Owner information r E EASmUb / (g 4 5 Li �� 4,}. m) 1 35(3 a. Name and address: ,1 '1 "1 + • I b. Interest in property. c. Name and address of fee simple titleholder (if other than owner): �p 4. Contraclor: tH E D� ' 'n6 &KO) <. a. Name and address: lllC b. Phone number. ^1�i cu ,, - ` - � 7 tY i r f 5r'q �( 5. Surety 01 � YTS_t �(JA l `r lrrrr a. Name and address: b. Amount of bond s STATE OF FLORIDA, COUNTY 4TY OF DADE c." Phone.number. I rr I HEREBY CERTIFY that this is true py of the 6. Lender y . � . i '.e on d "y of P�n i . a. Name and address: hi/V._ _ / b. Phone number. Ill; w r flty h id � r � 1'rI � 7. Persons within the State of Florida designated by t� . c y may. re;rtg 'r Ilan. ; tgl a provided by Section 713.13(1)(a)7., Florida Statute, a. ,Name and address: 6 � .. b. Phone number. THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with ft i 8. In :...:: :;on to himself, Owner designates the following persons) to receive a copy of the Uenor's Notice as provided in Sectre :, 713.1j :(b), F:,.nda Statutes: a.. Name and address: b. Phone numbed i-try 9. Expiration date of notice of commencement (the expiration date is •1 year from the date of recording unless a different date is specified) WARNING 70 OWNER: ANY PAYMENTS MADE THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU IN:"END TO OBTAIN' FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature of Owner or wner's Authorized Officer/Director Partner/Manager Signatory's Title/Office Ce eASmc 1 ) The foregoing tnstrumenl was ackncwedged before me this d l day o e • •.. 4 ® (year) by r • A1..ttse\G® (name of person) ,s ( type of authority, ...e.g. officer, trustee, attorney in fact) for 1 11 = 1t4TaiTlriD'4y (name of party on behalf of whom instrument was executed). 'gnature of Notary Publics -te of Florida rint, Type, or Stamp Commissioned Name of Notary Public ommission Number Personally Known _ or Produced Identification ant to Section 92.525. Florida Statutes Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in ft are true to the best of my knowledge and belief. 7 4 . Signature of Natural Person Signing Above ORIGINAL ; k/ re_ II 4 *Or at i•Xl 4 .3i731 i O ObN 1' g�d