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RC-09-1223 y st!0 y Miami Shores Village T c 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 y Phone: (305)795 -2204 fia i r s .0jl Expiration: 02/22/201 Project Address Pa rcel Number Applicant 74 103 Street 1132060131580 CAV HOLDINGS, LLC Miami Shores, FL 33138- Block: Lot: Owner Informati Ad dress Phone Cell CAV HOLDINGS, LLC 801 UNIVERSITY Drive PLANTATION FL 33324- Contractor(s) Phone Cell Phone Valuation: $ 2 5,000.00 COLTRAIN CONSTRUCTION CO Total Scl Feet: 1421 Approved: In Review For Inspections please call: Comments: (305)762 -4949 Date Approved:: In Review Available Inspections: Date Denied: Inspection Type: Type of Construction: INT. REMODEL & WINDOWS Occupancy: Final PE Certification Stories: Exterior: Drywall Front Setback: Rear Setback: Miscellaneous Left Setback: Right Setback: Window Door Attachment Bedrooms: Bathrooms: Tie Beam Plans Submitted: Certificate Status: Final Certificate Date: Additional Info: Framing Bond Return : Classification: Residential Insulation Truss Insp Fees Due Amount Invoice # Total Amt Paid Amt Due Columns CCF $15.00 Foundation DBPR Surcharge $711 RC -7 -09 -35442 $ 825.97 $ 775.97 Window and Door Buck Education Surcharge $5.00 RC -7 -09 -35442 $ 825.97 $ 825.97 $ 0,00 Fill Cells Columns Notary Fee $5.00 Wire Lathe Permit Fee - Additions /Alterations $750.00 F. Termite Letter Radon Surcharge $7.11 F. Elevation Certificate Scanning Fee $18.00 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $18.75 Total: $825.97 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. August 26, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy August 26, 2009 1 f CO JONES ...... .. ...... .... . .. ..... WIND LOADS CALCULATION••'••' 1 VITA RESIDENCE WINDOWS AND DOORS RENOVATION 74 NE 103 STREET MIAMI SHORES, FLORIDA 33138 PERMIT #, R.C- 09 1223 x< Miami Shores vina ,e APPROVED BY +; DATE ZONING DEPT 4 r BLDG DEPT s 1 SUBJECT TO COMPLIANCE IMTH ALL FE D STATE AND COUNTY RULES AND RECULATIONS COLTRAIN &JON S, ARCH. 535 SW 8f'FE SUITE 100 MIAMI FLORIDA, 33130 July 20, 2009 n T r Project Name: RESIDENCE 74 NE 103 ST , . 0000 0000.. 0000.. 0000 .. • 0000 . .. 0000. 0000.. .0000. 00 .. . 000..0 :60:0: : 0000 0000.. 0 0000 .. 0000. . . 0. . . 00 0000 Location: MIAMI By: Start Date: 7/19/2009 Comments: .. \PROJECTS\2009 \COLTRAIN & JONES \vita \WIND LOADS.wls RE 74 NE 1 S T July 19, 2009 ASCE7 -02 Local Information Wind Dir. Exposure 6666 1 C ' • 6666 6666.. • 2 C • 6666.. .. 6666.. 3 C 690.0. 6666.. 6 9 0 0 go 0 4 C 6666 . 00 00.00 ...... . . 6666. . 6666.. 6666.. Basic Wind Speed: 146 mph go " ' 6666.. 0 0 . 6666 6666.. 000 ' 0000 Topography: None • . . 000 00 00 0 0000 Optional Factors This project uses load combinations from sources other than in ASCE 7 Section 2. Wind Loads on Structures 2002 -- [1.16] Copyright 0 2000 SDG, Inc. Page 1 of 6 RE 74 NE 1 ST July 19, 2009 ' Section - Main Section ASCE7 -02 Enclosure Classification: Enclosed Building Category: II ' Wall Length(ft) Overhang(ft) 1 49.67 1.5 "" •' '••" ...... . . ..... 2 40.83 1.5 Top ;••;'; ' •, 3 49.67 1.5 W2 • " "• '. "" .... 4 40.83 1.5 ' ' '" "• W1 A B .W3 Eave Height: 9.5 ft Parapet Height: 0 ft Parapet Enclosure: Solid W4 Roof Shape: Gabled Front Right Roof Slope(:12) A &B 5.0 - B B A W4 W3 W4 W3 W2 Wind Loads on Structures 2002 -- [1.16] Copyright © 2000 SDG, Inc. Page 2 of 6 RESIDENCE 74 NE 103 ST July 19 2009 ASCE7 -02 Section - storage Enclosure Classification: Enclosed Building Category: II ' ...... .. ...... Connected to: Main Section *see oo .. . Connected to wall: W3 " 00:006 ...... . . ..... Position on W3: -5 ft ••'"' �� s T ...... , .... ...... Wall Length(ft) Overhang(ft) W2 0 " • 1 13.6 1.5 A 2 25.75 1.5 wi B ; w3 ------- - - - - -- 3 13.6 1.5 W4 4 25.75 1.5 Front Right Eave Height: 9.5 ft Parapet Height: 0 ft B Parapet Enclosure: Solid B / � A Wi W4 W3 W4 W3 W2 Roof Shape: Gabled Roof Slope(:12) A &B 5.0 Wind Loads on Structures 2002 -- [1.16] Copyright 0 2000 SDG, Inc. Page 3 of 6 RESIDENCE 74 NE 103 ST July 19 2009 ASCE7 -02 Composite Drawing 000a . . .... ....:. ...... 00 .0000. 0 0000 00 0 0 0 . 00 ..... 0 0 ,..... ... . ...... . . 0 2 a ,,,, �, 0 00 0 0 . 3 i 4 8 5 ------------------------------------------ I 7 � g A Wind Loads on Structures 2002 -- [1.16] Copyright © 2000 SDG, Inc. Page 4 of 6 RESIDENCE 74 NE 103 ST July 19 2009 ASCE7 -02 Components and Cladding Input 0000 Component Description Wall /Roof Surface Label Zone Span(ft) Width(ft) Area(a ft) • " "0 WINDOW 10SF Wall 1 (All) 1(f' ' ` • • 00.0.. .. 000000 WINDOW 4SF Wall 8 (All) �;,, • 0000.. 0000 •. • , 00.0. •••••• • 0000. 0000.. .. .. • 0000.. ,0000. . • 0000 0000•• • • • 0000 • • • • 0000•• 00 • • •• • • • • • . 0•• Wind Loads on Structures 2002 -- [1.16] Copyright © 2000 SDG, Inc. Page 5 of 6 RE 74 NE 1 ST July 19 2009 ASCE7 -02 Components and Cladding Output 0000 Component Description I Surface Zone z(ft) q(psf) GCp GCpi ExtPres(psf) Net w/ +G i Net MQFCpi (pS�' WINDOW 10SF 1 4 13.8 46.3 1.00 0.18 46.3 38.0 ��••� 54. •�� ••��;. 13.8 46.3 -1.10 -50.9 -59.3 �•.;.. -42.6. • 5 13.8 46.3 1.00 46.3 38.0 0 •00• o 54.0 0 0 ' 13.8 46.3 -1.40 -64.8 -73.2 "" -5605 • � 6 • • 6 ' 0 . • 000. . . .. .. . 0 060.0 •• 000 • • WINDOW 4SF 8 4 13.8 46.3 1.00 0.18 46.3 38.0 ; 54.6 0 ::0:0 :. • 0000 .. ... 13.8 46.3 -1.10 -50.9 -59.3 0 -42.6.. • : 6 ' 5 13.8 46.3 1.00 46.3 38.0 ' 6 6' : 54.6 o- 1 •' 13.8 46.3 -1.40 -64.8 -73.2 - 56.5 "" J, V Wind Loads on Structures 2002 -- [1.16] Copyright 0 2000 SDG, Inc. Page 6 of 6 r ' Y •ssss• •sss • • ••ssss •ssss• • • • •• ssss •sss• •• • ssss ssssss • • • *see 0 r h ssss w L J i • COLTRA 0.00 J ' • .... ... • • • • 0 0000•• •• 0000•• • 066.6• • • • 00 •6600• / 0000 •• • • • 0000 • •• 0000• 0 • 0000•• • • 00000 0 6 • • • • • 0 00 00 • •60.6• 6 • • • s•06 000000 • • •••• • • WIND LOADS CALCULATION"' 0 " . •• VITA RESIDENCE WINDOWS AND DOORS RENOVATION 74 NE 103 STREET MIAMI SHORES, FLORIDA 33138 �r.7rf'... -.. .... ....... a.... ,.. f'S's1ih;E4Cr /*!� �,,..w.aa+..., ,:. ,.:: ,r::nvew:au.:w.w.+• +•.w. 9 PERMIT #: Rc -0 IZZ3 Miami Shoras Vina'ie APPROVED BY DATE r ZONING DEPT' 1 BLDG DEPT 4..: 1 E SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY MULES AND REGULATIONS a r: COLTRAIN & JONES, ARCH. 535 SW 8TH STREET, SUITE 100 MIAMI FLORIDA, 33130 a., '� I ' July 20, 2009 4 6066 • • • . 6606 •. 6006 00 * • • Project Name: RESIDENCE 74 NE 103 5l: :: 0000 .. . 0660 . . 0000 . .. 00060 . . 69.00 . 0000.. 0000 . 0000.. • • . . 0000 . 0000 . 0000.. . . •0000• .. . • •. 0000 1 Location: MIAMI By: Start Date: 7/19/2009 Comments: .. \PROJECTS\2009 \COLTRAIN & JONES \vita \WIND LOADS.wls RESIDENCE 74 NE 103 ST. Jul 19, 2009 ASCE7 -02 Local Information •••• . . 0000 0000.. ... 0 0000 .. 0.. .. 0. 0 Wind Dir. Exposure • 000000 000. 0000 .. 0000.. 1 C . 0000 . 00 00000 2 C 00000 •0000. 00 00 . 000000 3 C • • 4 C • •••• • •••••• 0000 0 . .0000. Basic Wind Speed: 146 mph •0000• Topography: None _Optional Factors R This project uses load combinations from sources other than in ASCE 7 Section 2. Wind Loads on Structures 2002 -- [1.16] Copyright 0 2000 SDG, Inc. Page 1 of 6 RE 74 NE 1 ST, July 19 2009 ASCE7 -02 Section - Main Section •••• . . 0000 0000.. Enclosure Classification: Enclosed 0000.. Building Category: II "" '• • 0000 . .. 0000. .. .. . •••••• Wall Length(ft) Overhang(ft) •••••• • . . 0000 0000.. 1 4 1.5 0 0 0 0 00 00 0 0 •••• 0 . .0000. Top 2 40.83 1.5 •0000 • 3 49.67 1.5 W2 --- ------ 4 40.83 1.5 W1 A B W3 Eave Height: 9.5 ft Parapet Height: 0 ft L � Parapet Enclosure: Solid W4 Roof Shape: Gabled Front Right Roof Slope(:12) A &B 5.0 A B B W1 W4 W3 W41 W3 W2 Wind Loads on Structures 2002 -- [1.16] Copyright © 2000 SDG, Inc. Page 2 of 6 RESID 74 NE 1 S T. July 19 2009 ASCE7 -02 Section - storage •••• . . .... ...... ...... .. ...... Enclosure Classification: Enclosed ... ;.. Building Category: II "" • .... . .. ..... ...... . . ..... .... . ...... Connected to: Main Section ;•• ;•; •; . . .... Connected to wall: W3 • ...... . . ...... Position on W3: -5 ft •. ;•.• Top Wall Length(ft) Overhang(ft) W2 - -- 1 13.6 1.5 A 2 25.75 1.5 wt B ws 3 13.6_ 1.5 W4 4 25.75 1.5 Front Right Eave Height: 9.5 ft Parapet Height: 0 ft B Parapet Enclosure: Solid Wi W4 7W3 W4 W3 W Roof Shape: Gabled Roof Slope(:12) A &B 5.0 A Wind Loads on Structures 2002 -- [1.16] Copyright © 2000 SDG, Inc. Page 3 of 6 RE 74 NE 103 ST. July 19 2009 ASCE7 -02 Composite Drawing •••• . . 0000 0000.. ... 0000 . 0 • • 2 0000.. .. 0000.. 0000.. 0000.. 0000 0• • 0000 . .• 00.00 0000.. . . 0000. 0 . •.00.0 00 0• 0 0000.. • .0000. 0 0 0 . . 0 • 0 0000 000000 • . 0000 . 0 • • • 0000•. 00 . • •. • s 0000 ----------------------------------------- 2 3� w � 1 A B 4 C 8 5i 7 6 0 Wind Loads on Structures 2002 -- [1.16] Copyright 0 2000 SDG, Inc. Page 4 of 6 RESIDENCE 74 NE 103 ST. July 19 2009 ASCE7 -02 Components and Cladding Input •••• . . .... ...... Component Description Wall /Roof ISurface Label I Zone I Span(ft) Width(ft) I AtMwt) •. • WINDOW 10SF Wall 1 (All) �Q.. WINDOW 4SF Wall 8 (All) 4• .... ...... r r Wind Loads on Structures 2002 -- [1.16] Copyright © 2000 SDG, Inc. Page 5 of 6 f t RE 74 NE 103 ST. July 19 2009 ASCE7 -02 Components and Cladding Output •••• • • • Y •••• •••••• i • � •••••• •• •••••• • Component Description Surface Zone z(ft) q(psf) GCp GCpi ExtPres(psf) Net w/ +Gq�t jCsf) NE*W raCpi (psf) •� WINDOW 10SF 1 4 13.8 46.3 1.00 0.18 46.3 38.0 .�•.•• 54.6 ••� �• 13.8 46.3 -1.10 -50.9 -59.3 •••••• Alf ... .• 5 13.8 46.3 1.00 46.3 38.0 : • •:': 54.6 13.8 46.3 -1.40 -64.8 -73.2 -56 • • • WINDOW 4SF 8 4 13.8 46.3 1.00 0.18 46.3 38.0 54.9 13.8 46.3 -1.10 -50.9 -59.3 -42.6 5 13.8 46.3 1.00 46.3 38.0 54.6 13.8 46.3 -1.40 -64.8 -73.2 -56.5 r ti 1 Wind Loads on Structures 2002 -- [1.16] Copyright © 2000 SDG, Inc. Page 6 of 6 0000 666666 0000 000000 ...6.. 0000.. 6 . . 6• 6000 0000 0000.. 0000.. . .. .. . 6..6.. ..0666 0000 6 . 6.66 0000.. . . . 0 00 . . 1 r f s s ). This Instrument Prepared By: Name Address a Z00131- —i Permit No. Tax Folio NoAt �• NOTICE OF COMMENCEMENT STATE OF g �� * COUNTY OF _ p THE UNDERSI GNED hereby gives notice that improvement will be made to certain real property, and in accordance with ,,�,,, L Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement. +-• r3 1. Description of property: (legal description of property, and street address if available) =C� '�' �`�{ NL �� t l�io*�.i S�aarrCS� �C 33 �3� • —�� • �l"� �I t2 `l ��' N 2. General description of improvement: .=M 3. Owner information er� C4,�)� (� A � �� rc = = a. Name and address; - t � \1 T��`�?�l Q ` �t't��, ©S °53f� .9 2, �c to C.> b. Interest in property: �J J y 4t'. U. c. Name and address of fee simple titleholder (if other than ner): ca - 4 CT Ix a , to 4. Contractor: \ c C= a. Name and address: Lpv�S�tiC \�Ot�7 -EJVr, Cl1i� </� 30S7 �� ®�� b. Phone number. / 11 6 3 � 5 Sk M1; S. Surety a L 3`3 3 c ' W H a. Name and address: �� ` 0 = b. Amount of bond $ Lai p, y 3 CC tJ c. Phone number: n W 4: C1j W t j 6. Lender => M a. Name and address: a. V GG L3� Li W ¢ Q b. Phone number: 7. Persons within the Slate of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: °F \ a. Name and address: b. Phone number: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienoes Notice as provided in gel Section I +'{ 713.13(1)(b), Florida Statutes: a. Name and address: jf b. Phone number: ' 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date Is specified) t U WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF ° 6 G 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 TH JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOU ENDER OR AN TORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COWENC T. t� l i S gnalure of Owner or Owner's Authorized Officer /Director cc Partner /Manager Signatory's TiUe /Office U' c t- tng 'n ent was acknowledged before me this_ da f A) . ear) by tl �; C , (name of person) as (type of authority, ...e.g. officer, trustee, attorney in fact) for w w m name of party on •1-- � c ,. behalf of whom instrument was executed). ; --' KfB OF FLORIDA Sig re of Notary Public -State of orida J IM Print ��i Print, Type, or Stamp Commissioned Name of Notary Public e" -tom. S c3, Commission Number BONDED 114RU AMA:MO 13ONUtPdG CO., IN( � 1 �� " �� Personally Known ^ or Produced Identification Verification Pursuant to Section 92.525, Florida Statutes Under penalties of perjury, 1 declare that 1 have read the foregoing and that the f s stated ' It are true to e ' of my knowledge and belief. Si of Natural Person Signing Above Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone:. (305)795 -2204 Fax: (305)756 -8972 For Insp ections please call: (305)762 -4949 eturn to: Miami Shores Village Invoice Number: RC -11 -09 -36454 10050 N.E. 2nd Avenue Invoice Date: November 18, 2009 Miami Shores, FL 33138 -0000 Permit Number: RC -7 -09 -1223 Bond Number: B�II To Comments: CAV HOLDINGS, LLC CAV HOLDINGS, LLC 801 S UNIVERSITY Drive 500 PLANTATION, FL 33324- Date Fee Name Fee Type Fee Amount 11/18/2009 Revision Fee Calculated $35.00 Total Fees Due: $35.00 Payments Date Pay T ype Check Number Amount Paid Change 02/04/201,&- Credit Card $35.00 $0.00 flIR11I 517GRE5 VILLRGE 10050 NE 2ND AVE MIAMI SHORFS, FL 33138 Total Paid: $35.00 i >,,K j5 -2209 Sale 7ID: 237828 02t04r10 09:40:41 Botch #: 98 Total Due: $0.00 LISA XXXKXXXXXWH13M Wr Code. 411788 In& MM hount: HA lax; 00 total; 35.00 APPROVED 411788 Customer Copy Thursday, February 4, 2010 Inspection Worksheet !'Miami Shores Village 10050 N.f. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 I nspection N INSP- 133403 Permit Number RC -7 -09 - Inspection Date: February 04, 2010 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Final Owner: HOLDINGS, LLC, CAV Work Classification: Addition /Alteration Job Address: 74 NE 103 Street Miami Shores, FL 33138- Phone Number Parcel Number 113206013158 Project: <NONE> Contractor: COLTRAIN CONSTRUCTION CO Phone: (305)285 -6723 Building Department Comments REPLACE 3 WINDOWS, AND KITCHEN AND BATHROOM REMODEL. Inspector Comments Passed �v Failed El Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For lospections please call: (305)762 -4949 February 04, 2010 Page 1 of 1 PERMIT # �j , !a CONTRACTOR: Co )yl SUBMITTAL DATE: ADDRESS.: NAME: ? RESUBMITAL DATES: L PROJECT TYPE: ZONING FIRE STRUCTURAL IMPACT FEES kEPECTRICCAL HRS/DERM _ n F4, 1 NOC o MECHANICAL BLDG jar(Aj a Miami Shores Village C M 9 Qe .* , L"` Buldin Department I JUL 2 � �� °� g p • 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 �Y: - - - -� -- - -p0.® Tel: (305) 795.2204 Fax: (305) 756.8972 BUMI)ING Permit No. e PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder X� �� h tltb /VIX Phone # Owner's Address A-cf e - I )-o City l State Zip 31 3 l TenantlLesseeName Phon # Job Address (where the work is being done) `7 OF, (02 S + K-� City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Nam [ ��1 Y�� -�`�' `� Phone k c) Contrac is Address . qT �! J t�✓ City ' 6_VV Stat Cf / C d� Zi S 3 h . Qualifier Name Phone # State Certificate or Registration No. G C P DES 2 -8 Certificate of Competency No. Architect/Engineer's Name (if applicable) t ZY 4 11 e- Phone # os 12—? � Value of Work For this Permit $ �+�� D�!`U Square / Linear Footage Of Work: I Type', of Work: []Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: G-L e-- ^ U �- d o en I if 6 A44 VJ L- E to nl_ t el rtra Q 1 Vl sets i, 3 u s Cs jU 2 Submittal Fee Permit Fee $ CCF $ " O Not" •S Training/Education Fee $ Technology Fee $ Scanning $ %`0 Radon $ DPBR $ Zoning $ Bond:$ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -4 Bonding Company's Name (if applicable) j 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days a,''?r the 1- miNing permit is issued In the absence of such posted notice, the inspection will not be appro and a reinspection fee wile be chi, <k 0 fit V � I L L c Signature Si afore tm <4/ Si 8n Owner or Agent Contractor nn The for o' g instrument was a wledg be ore is The f o" g instrument was acknow ged before c t h o- day Y o , 20 J b da o . 20 � b �J ) � who is rson ly known to a or who has produced who is rson y known to me or who has produced ` 1Mfication and who did take an oath. 14- A � cation and who did tak e an oath.. NOT Y LIQ y NOTAR PUBLIC: �ti°- �� Sign: ��p °t �� Sign: o Print Print �.� My Commission Expires: p`b�. r " . t� � � My Commission Expires: • kaladakbk�k+ dkkkk$ $ amkk: k�sk�sdakx k: ksla +daskak�:kk�da�8s:k:kskksk y 3 � kkakkS�kkkk�k: kakmksIssk�sk8skks k�a�aI+ kkokkskk� +kak &3eskakskkskksk APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 07110/07) Miami Shores 'Village Building. Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: 4.Fsax:. .8972 INSPECT J � ( 05) 762.4949 BUILDING NOV 0 5 2009 Permit No. PERMIT APPLICATION °- ®-- °�- - - -- aster Permit No. t`� 0 q • °I22 'j FBC 20 U,qslokv Permit Type: BUILDING ROO /ner's Name (Fee Simple Titleholder) Phone # �7 Owner's Address ty' Ci State Tenant/Lessee Name o ' Email / Address (where the work is being done) (, City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone 11 ' Contractor's Company Name _ f �( C_WA A� Contractor's Address city state r l Zip l�,7 Qualifier Name - X,41( L;(! 17W4/� Phone # �c�� State Certificate or Registration No: Certificate of Competency No. Contact Phone E -mail Architect/Engineer's Name (if applicable) Phone # d�' rgr�lGt: Cb � ''II Value of Work For this Permit $ - 2-5= Square / Linear Footage Of Work: tq)j Type of Work: ❑Addition ❑Alteration []New ❑ Repair/Replace ❑ Demolition Describe Work: Submittal Fee $ Permit Fee $ CCF $ 8?C Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Doable Fee $ Violation date: Structural Review. $ Total Fee Now Due $ • O O Se Reverse side r Banding Company's Name (if applicable) Botrding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortaige 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, WELTS, 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 Mill wt be appr ov an a einspection f e will be charged.. Signature y c ,(Z Signatur _ _ d Owner or Agent Contractor : e foregoing ins ent was acknowledged before me this The fore ing instrument was acknowledged before me $his day of by day of 20 f by is personally known to me or ho has produced w r "who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Si ,�; P _ C �ifiPdiil�� Sign: Print:. _ 71 �U/1//C?f o )/�� P ' t ./ My Commis ro es: N*ry PublC State of Florida M C on n " blic State of Fbdda Enrique Chau lu e` My Commission DD500342 �iy MY Commission ODS00342 `for ao� Expires 0111812010 O1 " Expkw 01118/2010 APPROVED BY �/ Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 0611,0/2009) ,5Nott M iami shores Village ,.i p ,,, Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 to �ZOR Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09 -1223 Job Name: August 18, 2009 Pagel of 1 Building Critique Sheet 1) Provide a separate permit for window mechanical and electric. 2) Make required corrections for all sub perm echanical permit is required and plans must show requirements. C / �r Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in tha re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 ♦ `' 0193 M iami S hores V illage ... n,,,l" Building Department 10050 N.E.2nd Avenue L.� Miami Shores, Florida 33138 I�l� -OR111 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09 -1223 Job Name: August 18, 2009 Pagel of 1 Building Critique Sheet 1) Provide a separate permit for windows, mechanical, and electric. 2) Make required corrections for all sub permits. A mechanical permit is required and plans must show requirements. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 ♦ 5H O Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 p�R Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09 -1223 Job Name: August 4, 2009 Page 1 of 1 Building Critique Sheet 1) Provide insulation details for exterior walls and ceilings in altered areas. 2) The wind load calculations must be based on ASCE -7 -05 not 02 3) Provide wind loads for each opening or worst case. 4) Calculations must be signed and sealed. 5) Provide the sizes of the windows to be replaced. 6) Provide a separate permit for windows, mechanical, and electric. 7) Make required corrections for all sub permits. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305- 795 -2204 RES G. Miami S hores V illage .,, a oil " Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 A,R Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09 -1223 Job Name: August 4, 2009 Page 1 of 1 Building Critique Sheet 1) Provide insulation details for exterior walls and ceilings in altered areas. 2) The wind load calculations must be based on ASCE -7 -05 not 02 3) Provide wind loads for each opening or worst case. 4) Calculations must be signed and sealed. 5) Provide the sizes of the windows to be replaced. 6) Provide a separate permit for windows, mechanical, and electric. 7) Make required corrections for all sub permits. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Miami Shores Village � ¢►�� Z �`Ype" Et�tr`i 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795- 2204 ellnttta � l"1i1 IIats:'�ti Expiration: 010 Project Address Parcel Number Applicant 74 103 Street 1132060131580 h Miami Shores, FL 33138- Block: Lot: C" HOLDINGS, LLC Owner Information Address Phone Cell CAV HOLDINGS, LLC 801 UNIVERSITY Drive PLANTATION FL 33324 - Contractor(s) Phone Cell Phone Valuation: $ 2,000.00 D &E ELECTRIC INC 954 - 345 -9040 Total Sq Feet: 0 Type of Work: ELECTRICAL For Inspections please call: Additional Info: KITCHEN & BATHROOM REMODEL (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Underground Rough Final Meter Box Alteration Relocation Fire Alarm Service Change W. W. Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $ EL -8-09 -35735 $ 209.60 $ 209.60 Education Surcharge $0.40 $ �'�� Permit Fee - AdditionstAlterations $200.00 Check* 1043 Scanning Fee $3.00 Technology Fee $5.00 Total: $209.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated August 26, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Auqust 26, 2009 1 Miami Shores Village pU'G 1 9 200 Building Department r BY 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305). 762.4949 BUILDING Permit No. 931 �0 PERMIT APPLICATION Master Permit No._C" Q a FBC 20 Permit Type: ELECTRICAL Q Owner's Name (Fee Simple Titleholder) I,l'h ZGT COjZ? Phone # Owner's Address J N 1 %/ (�� Z ° 't -fir X 0 City — 1 LAND t 1l DAJ State Zip 33-3 Vd i Tenant/Lessee Name Phone # Email Job Address (where the work is being done) - l i t AJf 7 / 02 -S77&C1C- City Miami Shores Villaee County Miami -Dade Zip f3 FOLIO / PARCEL # Is Building Historically Designated YES NO �� Flood Zone Contractor's Company Name 4- 2 C,(e- � C Zn C . Phone # )F5 C14- 3 4 5- �a �0 (/O 4 " ' R Contractor's Address v� f T� /� �/1 S t a 4t�v� �(` rGll / �, Ci ty S -, r1 ®S State Zip 3 3 0 - 7 6 / Qualifier Name ®� W e S Le o � Phone # 9S D / 7 State Certificate or Registration No. E C - p 13 ® ©� Certificate of Competency No. -V 3 q Contact Phone 9 S - �0 I r) E -mail L �� ' 6 , �• � /Y7 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ ? ®'1-D Square / Linear FMir/Replace Work: Type of Work: E]Addition ❑Alteration ONew � ❑Demolition o Describe Work: C'7 4 �� -°�. -. kA �,,� '" l� C 9� �AV S C0 JC Submittal Fee $ Permit Fee $ ® d ® CCF $ CO /CC $ Notary $ Training/Education Fee Technology Fee $ S� Scanning $ 22 � Radon $ DPBR $ Bond $ Double Fee $ Violation date: �(� Structural Review. $ Total Fee Now Due $ Q C f'cQ P See Reverse side 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 re- inspectio fee will be charge Signa7 C Signature �� ent Contractor The foregoing instrument was acknowledged before me this J The foregoing instrument was acknowledged before me this day of & , 20 6, by day of , 2 , by O S 4eJa p& , who is personally known to me or who has produced ho is personally known to me who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign Print: Q - Print: R ©s My Commission Exp r esov ft NOrry Public'Stete of clodde My Commission Expires: • �eG+,� ` UK R Wald s0tnelm40 Q.- Commission # DD493329 o e Bonded Troy Fam Irrem me Im 6071 - 701 APPROVED BY s;®�Li ' ® lans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33 13 8 Tel: (305) 795.2204 Fag: (305) 756.8972 Permit No. 1? Job Name 1'/ j/9' ELECTRICAL CRITIQUE SHEET IIAlyze- All .�.�� }Y /��G��✓r'�!o �" � �t��Jt /` cla�fz,��" °lL :d�.�®G �> S� °S,6 %> ��o X4 f— R f2 11-e tP4C rte' ` ms s•!° y Miami Shores Village' �. Pl�llil�ial 10050 N.E. 2nd Avenue loiC� Miami Shores, FL 33138 -0000 'VIE Phone: (305)795 -2204 tonne' ; ri Expiration: 0212 2010 Project Address Parcel Number Applicant 74 103 Street 1132060131580 CAV HOLDINGS, LLC Miami Shores, FL 33138- Block: Lot:` Owner Information Address Phone Cell CAV HOLDINGS, LLC 801 UNIVERSITY Drive PLANTATION FL 33324 - Contractor(s) Phone Cell Phone CHET JOHNSON PLUMBING CONTRA (954)226 -7153 Valuation: $ 4,000.00 Total Sq Feet: 105 Type of Work: PLUMBING For Inspections please call: Type of Piping: (305)762 -4949 Additional Info: 3 BATHROOMS Available Inspections: Bond Return: Inspection Type: Classification: Residential Top Out Re Pipe Main Drain Underground Rough Heater Water Service Final Water Main Lavatory Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $2.40 PL -8-09 -35736 $ 195.70 $ 195.70 $ 0.00 Education Surcharge $0.80 Notary Fee $5.00 Check* 1043 Permit Fee - Additions/Alterations $180.00 Scanning Fee $3.00 Technology Fee $4.50 Total: $195.70 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT. I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated August 26, 2009 Authorized Signature: Owner / Applicant / Deontractor / Agent Date -j Building Department Copy Auqust 26, 2009 ,. 1 if �n� �I i t I f gg- f I Y b . nd Avenue, Mi mi $ I or ! s, F lor' a 1 3138 s'X: �4 X5692NI� � �sl I I gp �� I, � � �#ermit No. I PE T A PLI P ! I 6` I 1 5'i er ermit No. y ' I FIB 200 ,t - Per a , cn t T r , y�e= Owne �'s Na' I e (Fee S� ple Tideb Ill r) Z' ' S / 'hone # / Owner: s Addy' sS city I Tenant Lessee) Name L ph9n e #/ I 1 : E M I ll E u J dress b�redt `rV 0 P A a City Miami. hotel t �� .', I' aunty f k I F�►41�� / ��AA � C9L # r -•.��I I , �,!;f I � I �� I� - ��'I Is Building Historicall �Desi ha ! 1 . g 1 �,� a NO �IP 1' T 1 P Contk, P Y tor's I I om an i ;Name , o' a #� Z Contractor's Aid' A ess 7 '3 a city� I h ygtd� ''� E ' ` Zj, Qualify or Nam l ' CI I ry , State C6ritifim or Re i tcati otr. N0. � I. Z- rtil"i teal' m t` �.No: �+ -MA II ,Ipe Y i r Atrchll lettEng Weer s N � ' e ( e )' Value 1 f VVor ]For th Perm G �u4re /i m ar `bc to {� Of Work 11 �� , �� I � T Work �� 4 �` 6 A I Ype t. 0 Ihon � � n �'� New ., u � e i I II' � j �' � � I� � � �. pa r /Repiace ❑ Demolition DescdO Wor i Ian i 3 S O f I 4rdt4Yntrx �t4t4t4t4tlJrtb'pt 1 �*" 4 Submit 1 N'eenit CO /CC' Nota Tralhl / chil III + 1 r T Otto $3' -Fee Scanni > ", i �' dP� Zoning „I I 'I p ill $ Bdnd $oslel rtrc �t Ek iik�l, Fee$il ' Structu I Rerifew. $ ' „I I I� � I I I ', L � I 1 � 0 I ee ' ' �` �ta�, Due $ See Reverse side if Ji j F Bonding Company's Namel if applicable) Bonding Company's Addre"fis f City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address, City State Zip Application, is hereby made4o obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced', prior to the is�uance of a permit and that all work will be performed to meet the standards of all laws regulatingl'. construction In thi ES, BOILERS s jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNAg I I I HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: L 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. ii "WARNING' TO OWNER'# YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY R PAYING TWICE FO IMPROVE T RESULT [N YOUR CONSULT WITH YOUR LENDER OR O AN U ATTORNEY TY BEFORE RECORDING YOUR N NOT CE I OF �' COI�i'iV ENCEMENT." Notice to Applicant: As a condition to the issuance'of a building permit with an estimated value exceeding $2500, the applicant must l 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 ich occurs seven (7) days after the building p 2WVuch led notice, the inspection will not a roved and reins cti fee will be charged. Signature Signature Owned, or Agent ^^ Contractor The for of ,,instrument was acknowled befor this The foregoing instrument was acknowledged before me this I?- day of , 20 S 1 qy day of 2 20 b who is rsod 11 known I o re or who has produc who is personally known to me or who has produced }� 'detification and who did take an oath. as identification and who did take an oath. NOT` PUBLIC: NOTARY PUBLIC: Sign: I Sign: i Print: 1 Print: �° ��.2 f -71 0- z- i2S. I I � My Commission Expires: o ,� p ,�*0� . My Commission Expires: ' 'y � �,4��'� ICS�t� fFLe,�� ux 4 sY' x Qx oY 'wx4exxxe: $ Bevetley onson My Commission DD655127 APPLICATION APPROVMBY: ► ti ires03125/2011 Plans Examiner Engineer Zoning (Revised 02/08/06)' I ilf. _ Il a Miami Shores Village Aet T K�ttll �tif�entia� . 10050 N.E. 2nd Avenue anon Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 tt1S �itVEQ due N6 lam Expiration: 01012999 Project Address Parcel Number Applicant 74 103 Street 1132060131580 CAV HOLDINGS, LLC Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell CAV HOLDINGS, LLC 801 UNIVERSITY Drive PLANTATION FL 33324 Contractor(s) Phone Cell Phone Valuation: $ 3,000. - 00 URBAN KO (786)251 -5607 _. _,,,,...... Total Sq Feet: 0 Type of Work: ELECTRICAL For Inspections please call: Additional Info: NEW PANEL INSTALLATION /REWIRING (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Underground Rough Final Meter Box Alteration Relocation Fire Alarm Service Change W. W. Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $ EL -9-09 -35888 $ 181.78 $ 181.78 $ 0.00 Education Surcharge $0.80 Permit Fee - Additions/Alterations $175.00 Check #: 1404 Technology Fee $4.38 Total: $181.78 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. September 22, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy September 22, 2009 1 Miami Shores Village 7 T r M Buildin g Department SEP 1 4 2009 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Bea m _ Tel: (305) 795.2204 Fax: (305) 756.8972 �® Via ( +212 G - l (.o BU ILDING Permit No. � —l5� B PERMIT APPLICATION Master Permit No. 2 C - 4$ FBC 20 Permit Type; ELECTRICAL Owner's Name (Fee Simple Titleholder) Phone # Owner's Address G A V )40 L.P / ICY 6 S L c - tiv 0S City IN+1 ( ®M . 6 r? s State Zip 5 Z 13 B Tenant/Lessee Name Phone # Email Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip 3 3 3 FOLIO / PARCEL # ) 1 '12O c - 01 1 S O Is Building Historically Designated YES NO o - Flood Zone Contractor's Company Name 1,4 &W Phone # Contracto •' Address Ifff City 1�1-X State E 4 Zip J 3 Q T Qualifier Name 1A U std / hone # ?E6 - State Certificate or Registration No. e I? Leo /Z 3 -1 p Certificate of Competency No. Contact Phone - '2�/ ° �� E -mail !�(� A�K� f . P r Architect/Engineer's Name (if applicable) Phone # ��10 to Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: []Addition ❑Alteration ONew ig Repair/Replace El Demolition Describe Work: a 4P4c - M ,Ne ( tj %lel toe ,#o e Submittal Fee $ Permit Fee $ f CCF $ ' Oy `` tt CO /CC Notary $ Training/Education Fee $ i (Q b Technology Fee $ `1 Scanning $ Radon $ DPBR $ Zoning $ '— Bond $ Code Enforcement $ ---- Double Fee $ Structural Review. $ 1 Fee Now Due $ ! See Reverse side 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 ha commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulatin; 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 al applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUId 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 COMMENCEMENT2' 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 ed at the job site for the first inspection which occurs seven (7) days after the building permit is issued in the absence of ch osted notice. the inspection will aot be approved a a reinspection fee will be charged. 6V Signature _ Signature Owner or Agent Contracto> The foregoing instrument was acknowledged before me this The foregoing strument was acknowledged before me this day of �� 20, by day of 20, by _ who is personally known to me or who has produ is personally known torn or who has produced As iden th. as identification and who did take an oath. Pabl a DeSensi NOTARY PUBLIC: = NOTARY PUBLIC:NOTARY PUBLIC - STATE OF FLORIDA Commission # DD605351 Pablo Enr e DeSensi Expires: OCT. 16, 2010 4 BONDED THxuAUANTtC BONDING Co, INC. '� l Commission # DD605351 Sign: Sign: `'' ire • OCI 1 6 - B ND 1' C BONDING CO, INC, Print: (� ��5i Print: / 'P, _ My Commission Expires: OC i . j6 Z0 My Commission Expires: 04 /6 Z- APPLICATION APPROVED BY Plans Examiner Zoning Engineer Clerk checked (Revised 07/10/07) Sep 14 09 11:52a Walter 3055327681 p.l Ur a n n " • i f • F A X C O V E R r � Date: s Send do Attention: Offiice location: Fax number. From Urban KO INC Office location: Phone number 305 322 - 3915 •• . .• rill TOTAL PAGES, INCLUDING COVER: Comments: Sep 14 09 11:52a wa l ter 3_55327681 p.2 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS LICENSING BOARD (850) 487 -1395 °�• + `. 1940 NOR STRFFLT32399 -0783 DE LOS RIOS JAVIER URBAN RO IN6 18941 NW 19 ST PEMBROKE PINES FL 33029 CF OF BUSINESS AND Congratulations! With this license you become one of the nearly one million DEP S TAT I UMDA AGIF 4 4 P. ? 0 4 7 Floridians licensed by the Deperbrnent of Business and Professional Regulation. Our professionals and businesses range from architects to yacht broker, from q PROFESSIONAL REGULATION boxers to barbeque restaurants, and they keep Florida's economy strong. 8813012379 06/02/09 067064683 Every day we work to improve the way we do business in order to serve you betrer. For Information about our services. please log oft www.n"oddalicense.com. RSG ELECTRICAL CONTRACTOR There you can find more information about our divisions and the regulations that DE LOS RIOS, JAVIER Impact you. subscribe to department newsletters and learn more about the URBAN KO INC Department's initiatives. ( INDIVIDUAL MUST MEW ALL LOCAL LICENSING RROVIRMIENTS PRIOR Our mission at the Departrnent Is: License Efficiently, Regulate Fairly. We TO CONTRACTING I0 ANY AREA) constantly strive to serve you better so that you can serve ymw customers. sAS RSOZSTTXRBD ws"w the provLalaa■ at ca.189 Thank you for doing business in Florida. and congratulations on your new license! smismelon date* AVG 31, 1010 L09060201996 DETACH HERE AC# 4 4 2 l O 6 T STATE OF FLORIDA DRPART TRICAL OOALC�TORS HOAR�D SEW L09060201936 • LICENSE -NB 06 Z02/2009 D87064883 JER13022379 The ELECTRICAL CONTRACTOR Named below HAS REGISTERED Under the provisions of Chapt 469 FS. Expiration date; AUG 31, 2010 (INDIVIDUAL MUST MELT ALL LOCAL LICENSING REQUIREMENTS PRIOR TO CONTRACTING IN ANY AREA) DE LOS RIOS, JAVIER URBAN KO INC 18941 NN 19 ST PEMBROKE PINES FL 33029 CHARLIE CRIST Cs"'L W. DRAGO GOVERNOR SECRETARY DISPLAY AS REQUIRED BY LAW Sep 10 2009 1:51PM USn INSURRNCENET CORP. 786 -293 -3669 p.2 A ORD .- CERTIFICATE OF LIABILITY INSURANCE DATEIMMfDD/YYM PRODUCER 09/1012009 LISA 1NSURANCENET CORP PH:7 - 293.3837 TI ITS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE PO BOX 77015$ HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR MIAMI, FL 33177 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFO CO _ # INSUIe� NA1C _ URBAN KO INC INSURERA: AMERICAN VEHICLE 220 WASHINGTON AVE INSURER B: GUARANTEE INSUR COMPA APT. 3D I NSURER C: MIAMI BEACH, FL 33139 INSURER D: ENSURER COVERAGES E: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE: FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES AGGREGATE LIMITS SHOWN MAY HA BEEN RED UCED BY PAID CLAIMS. IN BR DD• _. POLICY NUMBER POLICY AL LIABILITY fiFFBCTIVE POLICYEXPIRATI N OENER LIMITS A ' IPERSONAL OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY GL000000256900 CLAIMS MADE L-Z OCCUR 05/15/2009 05/15/2010 ` s 100000_ XP Any one parson S - 5J 000 - - -- BADVINJURY $ 1000,00 L GG G $ GEN'L AGGREGATE LIMIT APPLIES PER: RA A REAI'E 1 QQQ QQQ X POLICY - PRO- LOC PRODUCTS- COMPIOPAGG $ 1, 000,000 AUTOMONILE LIABILITY ANY AUTO COO BBIIN SINGLE LIMIT $ q ALL OWNED AUTOS SCHEDULED AUTOS SOD INJURY $ HIRED AUTOS J NON -OWNED AUTOS BODILY INJURY Per eR $ (Per SCSI � $ OARAOE LIABILITY ANYAUTO AUTO ONLY - EAAACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS7UAIBRB -LA LIABILTY OCCUR 0 CLAIMS MADE EACH OCCURRENCE $ _ AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERSCOMPENSATION AND $ TORY B EMPLOYERS' LIABILITY 600- 538353 10 STATLI OTH- ANYPROPRIETORiPARTNERIEXECUTIVE 08/0412009 08/0412010 OFFICER/MEMBER EXCLUDED? - E.L. EACH ACCIDENT $ 5 500,000 It y es, descxibe under EL. DISEASE - EA EMP $ 500 000 SPECIAL PROVISI NS below OTHER E.L. DISEASE - POLICY $ 500,000 DESCRIPTION OP OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS ELECTRICAL CONTRACTOR OFFICE LOCATION: 220 WASHINGTON AVE #3D MIAMI BEACH, FL 33139 CERTIFICATE HOLDER CANCELLATION BHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION CITY OF MIAMI SHORES DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN 10050 NE 2ND AVE NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL MIAMI SHORES, FL 33138 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR FX: 305 - 758 -8972 REPRESENTATIVES. ATTEN: BUILDING DEPT. AUTHORCMD REPRESENTATIVE WORD 25 f20011081 ® ACORD CORPORATION 1988 ` Inspection Worksheet Miami Shores Village i 10050 N.E. 2nd Avenue Miami Shores, FL or Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 129627 Permit Number: EL -9 -09 -1517 Scheduled Inspection Date: November 19, 2009 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: HOLDINGS, LLC CAV Work Classification: Addition /Alteration Job Address: 74 NE 103 Street Miami Shores, FL 33138- Phone Number N. — � arcel Number 1132060131580 Project: <NONE> Contractor: URBAN KO Phone: (786)251 -5607 Building Department Comments REPLACE ELECTRICAL PANEL AND REWIRE /REPLACE CLOTH WIRE AS NEEDED (KITCHEN DONE UNDER SEPARATE PERMIT) Inspector Comments Passed El Failed Correction ❑ Needed Re- inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 18, 2009 For Inspections please call: (305)762 -4949 Page 20 of 24 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972' C 1 _0 Inspection Number: INSP- 128396 Permit Number: EL -9 -09 -1517 Scheduled Inspection Date: November 03, 2009 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: HOLDINGS, LLC, CAV Work Classification: Addition /Alteration Job Address: 74 NE 103 Street Miami Shores, FL 33138- Phone Number Project: <NONE> Parcel Number 1132060131580 Contractor: URBAN KO Phone: (786)251 -5607 Building Department Comments REPLACE ELECTRICAL PANEL AND REWIRE/REPLACE CLOTH WIRE AS NEEDED (KITCHEN DONE UNDER SEPARATE PERMIT) Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 02, 2009 For inspections pleaste call: (305)762 -4949 Page 18 of 24 Miami Shores Village slShtltteira 10050 N. E. 2nd Avenue Y�fidQvvIQt�QIr Re ODO r Miami Shores, FL 33138 -0000 Ul I -•s ii"i±t Sta Rte; " Phone: (305)795 -2204 F E r ` Expiration: 0 010 Project Address Parcel Number Applicant a 74 103 Street 1132060131580 CAV HOLDINGS, LLC Miami Shores, FL 33138 Block: Lot Owner Information Address Phone Cell CAV HOLDINGS, LLC 801 UNIVERSITY Drive PLANTATION FL 33324 - Contractor(s) Phone Cell Phone Valuation: $ 2,000.00 COLTR CONSTRUCTION CO Total Sq Feet: 0 Type of Work: WINDOWS & DOORS For Inspections please call: No of Openings: 6 (305)762 -4949 Additional Info: IMPACT Available Inspections: Classification: Residential Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $120 WS -8-09 -35667 $ 174.60 $ 174.60 $ 0.00 Education Surcharge $0.40 Permit Fee $160.00 Check #: 1043 Scanning Fee $9.00 Technology Fee $4.00 Total: $174.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated August 26, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Ausllust 26.2009 1 Miami Shores Village rAU6 19 200 Building Department ' 10050 N.E.2nd Avenue, Miami Shores,.Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION Master Permit No �( FBC 2004 , Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) LPNX L 5.S Z Phone # Owner's Address �/ &49 v fJ U I L &ZL City 6121A471 6f.&A State Zip s Tenant/Lessee Name Phone # Job Address (where the work is being done) Ad 5 City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # 7 Is Building Historically Designated YES NO fir^''- 15�' • �t 3 . Contractor's Company Name (20 & //7A/A.1 6 NS U Phone ! 1 Contractor's Address city State s zip � 13 7 Qualifier Name JWA Phone # to Certifica _ egistration No. C 0 5 f50 ZS Certificate of Competency No. Architect/Engineer's Name (if applicable) q e /ni 6 QmJtl Phone # �'� C'?70 2 71_ Value of Work For this Permit $ �� Square / Linear Footage Of Work: Type of Work. []Addition QAlteration E]New Repair/Replace ❑ Demolition Describe Work: Aj ccf I Al Submittal Fee $ Permit Fee $ Q� CCF $ CO & z c- - Notary $ -- Training/Education Fee $ Technology Fee $ Scanning $ Q0 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ I )q-(QO See Reverse side - 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absen . e of such posted notice, the inspection will not be approved and a reinspection fee will be charged �_, Signature Signature � wrier Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this—k�f day of 1 20 b day of n , , o is personally known tome or who has pr uc o is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath: NOTARY PUBLIC: NOTARY PUBLIC: Sig 1 (L/ Sign: Print ��4Q c ;e � < QJ Print: eJ My Commission Expir My Commission Expires: or "v Ndm Public date at : w tta ' k +k�kkk�$=$ak'kkkk'k�'k+k s�, �� esk$nk=kkakk9kkk = ksk�skksks ksk$ nkkakkkakk =kk'k'kkak+k'knk k � s�_ aksla g skskak MYCWWLgs1wDD Enrique Chen an E>cp6M01 /18nOt0 My Co ntftnDD5M2 APPLICATION APPROVED BY: `� Expires0111 1 J*er Engineer Zoning (Revised 07/10!07) R J ONES /ARCIMMOI S w r WIND LOADS CALCULATIONO�,/ / VITA RESIDENCE WINDOWS AND DOORS RENOVATION 74 NE 103 STREET MIAMI SHORES, FLORIDA 33138 Revision #1 �� v 5t� i Y • �1 L COLTRAIN & JONES, ARCH. 535 SW 8TH STREET, SUITE 100 MIAMI FLORIDA, 33130 August 5, 2009 a t .r 74 NE 103 Street Residence Windows Wind Pressures ASCE7 -05 h= 15 ft Mean roof high V= 146 mph 1= 1.00 ASCE 7 -05, table 6.1 Kh= 0.85 ASCE 7 -05, table 6.3 Kzt= 1.00 ASCE 7 -05, section 6.5.7.2 Kd= 1.00 ASCE 7 -05, table 6.4 qh = 46.3 psf Gcpi = ± 0.18 qh= 0.00256(Kz)(Kzt)(Kd)(Vjl GABLE ROOF Wall Desi n Pressure psf Area, W -Gcp -4 -Gcp -5 ZONE 5 ZONE 4 10 -1.10 -1.40 541 -73.2 +54.7 -59.3 15 -1.07 -1.34 +53.2 -70.3 +53.2 -57.9 20 -1.05 -1.29 +52.2 -68.3 +52.2 -56.8 30 -1.02 -1.23 +50.8 -65.4 +50.8 -55.4 Roof Design Pressure, psf area, ff ZONE 1 ZONE 2 ZONE 3 10 +22.2 -54.7 +22.2 -91.7 +22.2 -138.0 20 +20.8 -53.3 +20.8 -82.0 +20.8 -114.3 50 +19.0 -51.4 +19.0 -69.1 +19.0 -83.0 100 +17.6 -50.0 1 +17.6 -59.3 +17.6 -59.3 . 1AM"M . + M WM41)ADE COUNTY, FLORIDA BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST i METRO-DA DE FLAGUgR BUSING PRODUCT CONTROL DIVISION , surm 1603 MIAMI, FLORIDA 33130 -1563 (305} 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA ww�.��nd,��.�,n PGT Industries — 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regalations 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 (AHn. This NOA shall not be valid after the expiration date stated blow. The Miami -Dade County product Control Division (In Miami Dade County) and/or the AH7 (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 AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction, B012A 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 budding code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Verity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series SH 700 Aluminum Single Hung Window - L1V A APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 9/1/05, with revision dated 1124106, Prepared by PGT Industries, signed and sear by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Mime LnpW Resistant LABELING: Each unit shall bear a permanent label with the mm&act rtes 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 tern ate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERMEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literaature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. d NOA No Q-101 &01 { Expirafim hate: March 23, 2011 Approval Date. March 23, 2006 Page 1 PGT Ind_nstries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L 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 A dated 1/24/06, prepared by pGT Industries, signed and sealed by Robert L. Clark, P.E. s 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 Aluminum Single Hung Window, Impact, prepared. by Fenestration Testing Laboratory, Test Report No Fn., -- — 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, 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) 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. FTL4647, dated 08/11/05, signed and sealed by Edmundo Ifrgaespada, 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. FTL4648, dated 08/10/05, 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- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading p 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 Al Single Hung P .�. Product Co er NOA PNo 1018.01 Expiration Date: March 23, 2011 E-1 Approval Date: March 23, 2006 PGT Industries N TICE OF ACCEPTANCE: EVIDENCE SUBMITTED ' Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FZL 4650, dated 08/11/05, signed and sealed by F.dmundo Largaespada, p.E. 6. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressm 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. 7. 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. F L 4646, dated 08/11/05, signed and sealed by Edmundo Largaespada„ P.E. 8. 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 10105105, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC- 2004, prepared by PCT Engineering, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTMCATIONS 1. Notice of Acceptance No. 05- 12!18.02 issued to E.I. DuPont DeNemours for " DuPont Butacite® PVB" dated 01/05/06, expiring on 12111/10. 2. Notice of Acceptance No. 034)827.08 issued to Solutia Inc. for their "Soluda Interlayer" dated 03/04/04, expiring on 03/04109. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 10/12105, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10 /12105, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Letter from the consultant, dated December 15, 2005, stating that thZb& is in compliance with the Florida Building Code (FBC). .E. Product Control r NOA No 05- 101 &01 Egiratton Date: March 23, 2011 E-2 Approval Date: March 23, 2006 GENERAL NOTES: IMPACT SINGLE HUNG WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A 6/16" LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXfKEEPSAFE MAXIMUM PVB INTERLAYER. B. 618" LAM[ CONSISTING OF (1) LITE OF I W ANNEALED GLASS AND (1) LITE OF 1/0' HEAT STRENGTHENED GLASS WITH A.090 OUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. C. 5115" LAMI CONSISTING OF (2) LITE$ OF 118" HEAT STRENGTHENED GLASS WITH AN ,080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/18" LAMI CONSISTING OF (2) LITES OF 3118" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E. 718° LAMI CONSISTING OF (1) LITE OF 3MS" ANNEALED GLASS AND (1) LITE OF 3/18° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT SUTACITE OR SAFUDUKEEPSAFE NOA DRAWING MAP MAXIMUM PVB. SHEET F. 7/18" LAMI CONSISTING OF (2) LITES OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES ............. I GLAZING DETAILS............ 2 G.13M S" LAMI IG: (1) LITE OF 118" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 6118" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A.090 DUPONT DESIGN PRESSURES._.... 3 BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 H. 13116" LAMI IG: (1) LITE OF 118" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 518" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT HORIZ. SECTIONS............ 6 STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. PARTS UST ....................... 6 EXTRUSIONS .................... 7 1,13/18" LAMI IG: (1) LITE OF 118" HEAT STRENGTHENED GLASS, AN AIR SPACE AND SMS" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .080 CORNER DETAIL ............. 7 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. ANCHORAGE .................... 8-11 J. 13118" LAMI 10: (1) LITE OF 118" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7118" LAMI CONSISTING OF (2) LITES OF 3/18" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INT'ERLAYER, K.13/1W LAMI 10: (1) LITE OF 118" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716' LAW CONSISTING OF (1) LITE OF 3118" ANNEALED GLASS AND (1) LITE OF 3118" HEAT STRENGTHENED GLASS WITH AN ,090 DUPONT BUTACITE OR SAFLOUKEEPSAFE MAXIMUM PVB. L 13/18" LAMI IG: (1) LITE OF 1 /8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES, SHEET'S 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130098. 4. ANCHORAGE: THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. Approved mmcem ift whhthe Pha BWdto G�i { 6. SHUTTERS ARE NOT REQUIRED. 1 w� S. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET, 7. REFERENCE TEST REPORTS: FfL4848, FTL4848, FT L-W7, FTL-4848, FTL -4848, FTL -%W, FTLr1861 AND FTL- 4723., S. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. ,motBCtuvaAoYOwvE o E>2,ac NOTES /�� 6 NOKOMI& R 9427E T� � . FJC 124108 A ADDRL 723TONO7E7. P.O. BOX IRS � ALUM. SINGLE HUNG WINDOW, IMPACT aEeaet_c�x4,a.8. a NOK�7.d. R 34274 V"& Bermr s u o.�uu mm M 4=12 FJf. 8H/O8 J.J. r0/low sumo NI S 1 m 11 4040.20 A smmturot 1 1 112" NOM, 1/2" NOM. 41 GLASS BITE 44 GLASS BITE EXTERIOR ERIOR INTERIOR [:> (ALL SECTIONS) ( 37) - - ® 37 80,81 or 82 83,84 or 85 70 70 118" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 090 SOLUTIA OR DUPONT PVB INTERLAYER 1 /8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 6/16" NOM. i 7/16" LAMINATED 5/16" LAMINATED GLASS 7116" LAMINATED GLASS 1/2" NOM, 1/2" NOM. 46 GLASS SITE 46 GLASS BITE 38 38 Appro"d as cwotdying with the y 86,87 or 88 89,90 or 91 File" Yiwidins rraae bear ROAN 70 70 mkw 8 9 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER ,090 SOLUTIA OR DUPONT PVB INTERLAYER 1IS" ANNEALED OR HEAT STRENGTHENED GLASS 3116' ANNEALED OR HEAT STRENGTHENED GLASS 6/16" LAMINATED 7116" LAMINATED AIR SPACE AIR SPACE 1/6" HEAT STRENGTHENED GLASS 118" HEAT STRENGTHENED GLASS 13116" NOM. 13/18" NOM. 13/16" LAMI IG GLASS W/ 5116" LAMI 13/16" LAMI IG GLASS W/ 7/16" LAMI ft�s qm: 1070 TECHNOLOG I9, 94278 34275 VE S ING DETAILS / /a s/ , NOKOM FL Tg+� ""*""^" _jc� ALUM. SINGLE HUNG WIND IMPACT 73 1/24/08 A NO CHANGE THIS SHEET P.O. BOX 1629 _ . Clark P.E. Sr. 0- 0"p". NOKOMIS FL 34274 Risibly Better arwmmoei' "" "' —_ ' "•" PE 439712 F.K. 911105 J.J. 10/10/05 SH700 Full 2 a 11 4040 -20 A Strucl"ral III WINDOWS WITH HIGH SILL OPTION TABLE 1. WINDOW HEIGHT WIDTH GLASS TYPE 44" 50 618" 591/2" 83" 78" "O" 28" A B G,H +80.0 80.0 +60.0 80.0 +80.0 80.0 +80.0 80.0 +80.0 80.0 32" A B G H +80.0 -80.0 +80.0 -80.0 +60.0 -80.0 +80.0 -80.0 +66.1 -66.1 MEETING RAIL 37" A,B,G,H +80.0 -60.0 +80.0 -80.0 +74.4 -74.4 *69.6 •69.8 +57.2 -57.2 40" A B G H +80.0 -60.0 +80.0 - 80.0 +68.0 -68.0 +63.3 - 63.3 +64.0 -64.0 44" A,B,G H +80.0 -80.0 +75.8 - 75.8 +60.5 -60.5 +67.4 -57.4 +58.6 -68.6 "X" SA 48" A B G H +80.0 -80.0 +68.6 -68.6 +56.5 -56.5 +53.0 -53.0 +53.5 •53.5 631/8" A,B,G,H +80.0 80.0 +63.4 -63.4 +52.0 52.0 +47.9 -07.9 +48.3 •48.3 UP TO 631J8" C,D,E,F,I,J,K L ALL HEIGHTS TO 78" HIGH +80.0 -80.0 STANDARD VIEW AND RADIUS TOP WINDOWS WITH HIGH SILL OFRON TABLE 2. WINDOW HEIGHT OVER SASH HEIGHT 29 3/4" 38 316" 44" 60 618" 63" 72" 74" 78' WIDTH WPE 1216116 16318 186/8" 21 $118" 261!4" 2913/16" 30 8 /8" 317/16" .0. 26" +70.0 •70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 •70.0 +70.0 -70.0 MEETING RAIL 32" +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +67.6 -67.6 +58.1 -58.1 +56.6 -56.6 +55.2 -55.2 37" +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +58.0 -58.0 +51.3 -51.3 +50.0 -50.0 +48.6 -48.6 40" +70.0 -70.0 +70.0 -70.0 +70.0 - 70.0 +67.6 -67.6 +54.2 - 54.2 +57.7 -57.7 +56.1 56.1 +54.7 -54.7 "X SASH 44" +70.0 -70.0 +70.0 -70.0 +70.0 - 70.0 +60.2 -60.2 +49.8 49.6 +53.7 -53.7 +52.9 -52.9 +51.7 -51.7 48" +70.0 -70.0 +70.0 -70.0 +66,3 -66.3 +56.3 - 66.3 +45.1 -45.1 +49.6 -49.5 +48.6 -48.6 +47.8 -47.8 831/9" +70.0 70.0 +70.0 70.0 +61.4 61.4 +51.6 - 51.8 08 40.8 +44,8 44.8 +43.8 43.8 +42.9 42.9 UP TO 531!8" ,,,,,K L ALL HEIGHTS TO 76" HIGH +70.0 70.0 CUSTOM VIEW AND DI JS TOP WINDOWS WITH HIGH WINDOW HEIGHT W IDTH GLASS TYPE 50 518" 60" 1 63" 1 76" "O" 40" D,E,J,K +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 44" D E,J,K +70.0 -70.0 +70.0 -70.0 +70.0 - 70.0 +69.4 -89.4 MEETING RA& 48" D E,J,K +70,0 -70.0 +70.0 -70.0 +69.6 - 69.8 +63.2 -63.2 $31/8" D,E,J,K +70.0 - 70.0 +67.2 57.2 +62.9 52.9 +57.2 -57,2 X. H UP TO 83 1 /8" f,l ALL HEIGHT8 TO 78" HIGH +70.0 - 70.0_" l i S GLMS TYPES TEST REPORTS T BLE 4 . LAM - 1B" ANNEALED .090 1 ANNEALED FTL 4847, 484 A. 5/18" _M 1 LO i. __.. _ B . _ w. _. _ .. _ _.... _.. _ ._ C.5/16" ._ . _ . N!K D -_ _ 5%16LAMI - . ,,(t/8" AN L 90,118 "H NEAED .0,EAT STRENGTHENE W � y , FTL- d84,7 L4MI. 1!B" HEAT STRENGTHENE 1/8 HEA7 STRENGTHENED„ . fTL 4647 4848 Approved a oompkin the D. 7/16" LAMi�3/16" ANNEALED 3/18 ANNEALED w _ _ _ _F -46 4 . 5 _ 1 E. 7118" LAMI4 "ANNEALED 090, 3%18" HEAT STRENGTHENED) _ w FTL 4646 F 7/16" ED LAMI - 3!18" _ ,,,,,ST LN " 3/16 H 7 STR ENGTHENED) _� __� FTL-4545 LAMI HEAT $TRENGTH y G. 13/116" LAM11G • 1/8" HEAT STRENGTHENED AIR E SPAC 5/16" LAMI. 1/8 � E, L _,- HEAT _ _ _ „� �. ANNEALED 1 /8" AiVNEALf 4848, ;851, 4723 H. 13%18" LAMI IGl • 118" HEAT STRENGTHENED,, AIR „S PACE,_S /16" LAMI f1 /8" ANNEALED .0 90,1/8 " HEAT STRE NOTHENEDL FTL- 4848, 4651 ( _ ,_-,,_,, STR THE ENGNED„ FTL 0 484661 _ I. 13! LAM11 1/S' HEAT ST RENGTHENED . AIR SPACE ,811 LAMI - 1/8 HEAT STRENGTHENED /8" HEAT„ _. - „ -- J,1M§ LLAMIIG i /8 _HEAT STRENGTHENED,,A IRSPAC 18LLAMI-(3HS ",ANNEALED "ANNEALED` _ � � FTL - 4849,4650 _ FTL - 48 _ K 13/18' LAMI IQ - 118" HEATS RENG THENED, AIR SPAC 7/1 8" LAMI�3/18" ANNEpL_ _„ STRENGTHENED � -,µ L. 13 LAMI IG -1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI. 3%16" HEAT $TRENGTHENED,.090, 3/18" HEAT STRENGTHENED ) FTL4649, 4650 NOTE: WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64,0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. ew4 rt"wb� ,. nne: 1070 TECHNOLOGY DRIVE DESI PRESSURES NOKOMIS, FL 34275' - F.K. 1124105 A ADD FTL 4723 7t7 GLASS TYPES AAND G. P.O. BOX 1529 ALUM. SINGLE HUNG WINDOW, IMPACT Robert L. Clarks P.E. ay: 0 " g , p NOKOMIS. FL 34274 Visibly 8erter a"b4Ab4rr: �` anaee ' " PE.k39712 F.K. 3/1/05 J.J. 10/10/05 SH700 NTS 3 a 11 4040.20 A Structural 53 1/8" MAX. WIDTH (ALL) 49 5/8" MAX. FIXED -r- DLO (ALL) SEE DLO O I 1 A A r2 — D+ S DLO Q SEE DLO TABLE 76" MAX. 76" MAX. 76" MAX. HEIGHT HEIGHT HEIGHT L L SEE DLO 38 , / 16 " �`— TABLE I� X MAX' f SASH SEE DLO SEE SEE DLO (MAX HEI HT TABLE x NO E 4 TABLE X S E NO E 4 48 1/4" MAX. VENT DLO (ALL) DETAIL B DETAIL C DETAIL A V SAS HI RADIUS TOP STAN SAS s E� VERTICAL DAvTfOHT OPENING F D MO LITE E ..J LOW HIGH SEE DLO j DETAIL SILL SILL TABLE I Q ��/ 76" MAX. S TABLE D j A 341/2 34 3/16" 76" MAX. B 415/8" 411/4" HEIGHT HEIGHT C 1 41114" 40 7/$" D 52 5/8" 52 11/16" E 52 1/4" 52 5/16" SEE DLO T, ABLE X GASH SEE DLO TABLE X 20" LOW HIGH Approved ascomplyistswithft HEIGHT HEIGHT DETAIL SILL SILL D aft �' ddt0 C + a A 341/2" 34 3/18" NOAN e B 277/16" 271/8" 1 RuawlDodtYnodwer C 27 7/18" 271/8" BY DETAIL D DETAIL E D 16 3/8" 16 3/4" VIEW�CUSTOM_SASHZ RADIU_STOP�CUSTOMSASH� E 163/8 is 3 /4 ,, _ 5. 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. SEE TABLE 2, SHEET 3 FOR STANDARD SASH HEIGHTS. r - "bm: 1070 TECHNOLOGY DRIVE ELEVATIONS /� L wZw I NOKOMIS, FL 34276 T^M' ' ALUM. SINGLE HUNG WINDO IMPAC F.K. f124/176 A NO CHANGE THIS SHEET P.O. BOX 1529 Robert L. Clark, P.E. y 0y: ci .x.a D NOKOMIS, FL 34274 V.ibly Better ee "1Y1dubR "w °""�_ "" PE 1#39712 F.K. 9/7/05 J.J. 10/10X15 SH700 IVT3 4 u 11 404020 A structural It - 2.784 "—1 26 (SEE NOTE) 27 BALANCE PARTS USED 1 INSIDE MAX. VENT DAYLIGHT OPENING ON SASHS >40 LBS Vf 77--� 31 14 & 16 MAX. 11 2.710" FIXED 7, 8 O R 17 LITE DAYLIGHT OPENING 25 I MAX. FIXED LITE DAYLIGHT OPENING (---- --- --- MAX. WIDTH 25 15 6 23 9&10 SECTION A -A OUTSIDE BALANCE PARTS USED ON SASHS <40 LEIS MAX. HEIGHT 21 NOTE: ONE SWEEP LATCH LOCATED ON VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS LOCATED OUTSIDE INSIDE 8" FROM EACH SIDE OF VENT. T_ MAX. VENT DAYLIGHT OPENING Imo--- 2.710 "—+-� _LL rNE OUTSIDE 28 6 Appmedan4urt�F}7h�wIA4r§o Fin $ C 63 D m N 64 O 53 M� pro 52 2,330^ (LOW SILL) 67 (SEEN TE) SECTION C -C 3 30 ULTRALIFT 69 RADIUS TOP 12 (HEAD DETAIL) ONLY SECTION B -B ALTERNATE HIGH SILL (LOW SILL SHOWN). r. m : // .. p."-pxm: x w: rtsvprm.: IG70TECHNOLOGYDRIVE SECTIONS e ba ql /eg NOKOMIS, FL 34278 ALUM IMPACT , SINGL E HUNG WINDOW . A NO CHANGE THIS SHEET P.O. BOX 1328 L. 397', RE NOKOMIS, FL 34274 yu(b1 Bette, Berrer PE #30712 F.K. B/1/05 J.J. 10/10/05 SH700 H81f 5 n 11 4040 -20 A Structural I , i ITEM DWG.# DESCRIPTION PGT# ITEM DWG.# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 63 505 GLAZING CHANNEL .688 X.600) 6533402 2 1165 #8 X 1.000 QUAD PN. SMS 781PQA 84 1161 #6 X 1.000 PH. BUGLE TEK 706X1 3 4003C FLANGE FRAME SILL LOW SILL 612228 67 GLAZING TAPE, 1116 X 1/2.7/16 LAMI 62BV1510 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 68 4051A SASH BOTTOM RAIL HIGH SILL 64051 6 4004 FLANGE FRAME JAMB 612227 69 4050A FLANGE FRAME SILL HIGH SILL 64050 7 1 4025 SASH STOP ALUMA -TILT) 612244 70 SILICONE, DOW 699, 995 OR EQUIV. 8 1 4025 1 SASH STOP (EGRESS) 1.125 LONG 612244 60 A. GLASS, 5/16" LAMI 118 "A,.090 PVB,1 /8 "A 9 4029 CALDWELLALUMA-TILT BALANCE, 5/8" 81 B. GLASS, 5/16" LAMI, 1/8 "A,.090 PVB,1 /8 "HS 10 1080 BAL. COVER RIGID VINYL, 5 /8" 6BALCVRO16 82 C. GLASS, 5/16" LAMI, (1 /8 "HS,.090 PVB,1 /8 "HS 11 #8 X.750 PH. PN. SMS 7834AA 83 D. GLASS, 7/16" LAMI, 1/8 "A,.090 PVB,1 /8 "A 12 BALANCE BOTTOM BRACKET 7BALTBKT 84 E. GLASS, 7/16" LAMI, 1/8 "A,.090 PVB,1 18 "HS 13 1085 SASH TOP GUIDE, 5/8" BAL. 42604 85 F. GLASS, 7/16" LAMI, 1/8 "HS,.090 PV8,1 /8 "HS 14 4029 -1 CALDWELL ULTRA -LIFT BALANCE .670" 86 I G. GLASS, 13/16" LAMI IG; 1 /8 "HS, AIR SPACE, 5/16" LAMI, 1 /8 "A,.090 PVB,1 /8 "A 15 1 #8 X 1 PHILLIPS FLAT HEAD S. STL 78X1FPAX 87 H. GLASS, 13/16" LAMI 10; 1/8 "HS, AIR SPACE, 5/16" LAMI, 1/8 "A,.090 PVB,1 18 "HS 16 1080.1 .670 ULTRA -LIFT BALANCE COVER 6BALCVR670 88 I. GLASS, 13/16" LAMI IG; 1 /8 "HS, AIR SPACE, 5/16" LAMI, (1/8 "HS,.090 PVB,1 /8 "HS 17 4053 SASH STOP COVER (ULTRA-LIFT) 64053 89 J. GLASS, 13/16" LAMI IG; 1 /8 "HS, AIR SPACE, 7116" LAMI, (3116 "A,.090 PVB,3 116 "A 18 4029 -1 SASH BRACKET 7ULBRKT 90 K. GLASS, 13/16" LAMI IG; 1 /8 "HS, AIR SPACE, 7/16" LAMI, 3/16 "A,.090 PVB,3 /16 "HS 19 98 -32 X 1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 91 L. GLASS, 13/16" LAMI IG; 1 /8 "HS, AIR SPACE, 7116" LAMI, 3 /16 "HS,.090 PVB,3 /16 "HS 20 1086 SASH TOP GUIDE, 11/16" BAL. 42505R & L 21 4054A FIXED MEETING RAIL 64054A 23 4006C SASH TOP RAIL 64006 25 1235 WSTP.,.170 X.270 BACK, FIN SEAL 67SiSG 26 1096 SWEEP LATCH 71096 27 1016 #8 X.625 PH, FL, SMS 7858 28 4007 SASH BOTTOM RAIL LOW SILL 612230 30 1226 WSTP., BULB VINYL 6TP249 31 4008 I SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 35 1622 LAMI SETTING BLOCK 3/32" X 25/64" X 1" 71622K 36 1052 LAMI IG SETTING BLOCK 1 "X 3/4" X 1/16" 71052K 37 1224 VINYL GLAZ. BEAD BULB HICK 6TP247W,K 38 1225 VINYL GLAZ. BEAD BULB THIN 6TP248K 41 4039B GLAZING BEAD, 5116 LAM, GLASS. 640396 42 40448 GLAZING BEAD, 5/16 LAMI W /GRILL KIT 644703 44 4222A GLAZING BEAD, 7/16 "LAMI 64222 AppmvrlaaapkvWgwbbso 45 985C GLAZING BEAD, 7/18" LAMI W /GRILL KIT 8985 � °# 46 4067 GLAZING BEAD, 13 /16" LAMI I.G. 64067 NBA 62 4009 SILL LATCH EGRESS LOW SILL 764009 bvmw 53 1088 SPRING, SILL LATCH EGRESS 7SPRNG Dy 64 2740 SILL LATCH EGRESS HIGH SILL 82740 65 1014 SCREEN FRAME (HOR. & VER. 61014 58 1630 SCREEN CORNER KEY WIRINGS 71630 57 1631 SCREEN CORNER KEY W /OUT RINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE -.136 DIA. FOAM 61624K 80 1635 SCREEN SPLINE • .136 DIA. HARD 61636K 81 SCREEN CLOTH 61816 .we r 1070TECMNOLOOYDRIVE PARTS LIST NOKOMB, FL 34275 aw: n r. IMPACT SINGLE HUNG WINDOW, , F.K. 1/24106 A NO CHANGE THIS SHEET P.O, 80X 1529 Robert L Clack, P.E. eaa"uoai. anx: w.vanvxa wr: NOKOMIS FL 34274 PE #39712 B y. mr. cre�k"a are. Yisrbly Better F.K 911105 J.J. 10/10/05 SH700 .NT$ 6 a ii 4040 - A Structure SEALANT ALONG ENTIRE JOINT I- 2 -- 2.78 T 4 .osz I 1 1.38 2.830 2.330 .062 6 FLANGE FRAME HEAD ' 6 J #4002A, 6063 -T8 1.749 O FLANGE FRAME SILL (LOW) WELD #4003C, 8063 -T6 6 ALONG SCREW 1 SEALANT OR GASKET BOSS (2) 2.710 1 -1.513 -► 738 AT HEAD AND SILL 062 .062 .490 1 v! ..- ]f ' 040 I-- 1.46 .49 VIEW D -D VIEW E -E (111 &VIEW HEAP &SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) O SASH STOP O SA STOP COVER FRAME CORNER CONSTRUCTION n FLANGE FRAME JAMB 7 #4025,6063-TS 17 #4053, 6083 -T5 OSp J #4 RADIU 63-76 _ (USED AS RADIUS TOP HEAD) "'I 1.185 x-- ,I .878 -+{ 1.342 )+- 2.328- � I 1.096 r--- 2.279 I 1.348 .osz � 41 GLAZING BEAD, 5118" #40398,8083 -TS 1.979 0e2 1.707 osz O SASH SIDE RAIL 0e2 31 #4008 -T6 21 FIXED MEET c 6063 #4 007, RAIL 23 SAS RAIL 28 SAS BO QOM � 050 -► .878 J r °50 p r IP ,878 42 GLAZING BEAD, 5/16" '�+ 2.326 —+I #40448,8083 -T5 nae 062 1.096 1 .-.. ( T (USED W( GRILL KIT) Nb 2.948 qq GLAZING BEAD 7/16" >� 3.446 #4222,6063 -T8 2,638 ,683 •080 062 060- � � T - -- 1 1.097 I 46 GLAZING BEAD, 13/16' IG F" 2 . 76 4 1.115 y"- - -- I - T O #4067,6083 -T5 69 FLANGE FRAME SILL (HIGH) 66 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD, #4050A,6063 TB #4051A,8063 T5 #985C,8 � (USED W/ GRILL RILL KIT) wrox: a: w.an >• 1070 TECHNOLOGY DRIVE EXTRUSIONS & FRAME CORNER DETAIL NOKOMIS, FL 34278 TM^' F.K. 1/24/08 A .. NO CHANGE THIS SHEET P.O. IS. FL 29 ALUM. SINGLE HUNG WINDOW IMPACT Roue rt L. c 8 *, PA y: oemr o.m; NOKOMIS. FL 34274 Visibly Better s.4e.4ba, awe: a,.m wr. PE #39712 F.K. 8/1105 J.J. 10/10/05 SH700 Half 7 11 4040 - A SVUCWreI I ANCHORAGE FOR 111 WINDOWS TABLE 6. SUBSTRATE: WINDOW H EIG HT ANCHORAGE NOTES: ANCHOR TYPES : 26" 1 31318 44' 80518 591/2" 63 72 ", 74' 78' 1. ANCHOR TYPES: A A 1 -1/4" ELCO TAPCONS " E l A U A U P U A A WIND W GLASS tq O N z N N Z g N N K1, O N Z N N Z O N N 2 -1I4" ELCO SS4 CRETE -FLEX WIDTH TYPE S� `� I I 1 11 � � 4 .= � O 0 Q� .= 0 3- #12 SCREWS 91/8" ALL TYPES _ 3 M 1 1 1 1 1- 2. INSTALL 1/1 WINDOWS IN MIAMI -DADE COUNTY PER 1 1' '1 " 1 1 1 1 1 1 2' 1 '1 ' 1 1 1 1' 2 1 2' 1 1 1 2 2 1 1 2 1' 2 2 2 2 2 2 3' 3 2 2 2 2 TABLE 6. 24" ALL TYPES 7 F2` "'1 1 2' 7 2' 2 1 2 �1 2 2 2' 2' 1' 27 X 2 3' "3 2 3 2'� 2 3, FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE "' 2 2" 2 2 2' 1 2 2 3 '2 3 2 2 3 3 2 3 2 '2 3 1 1 COUNTY TO FULL DESIGN PRESSURE, USE 114" 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 C,D,E,F,I,J,K,L ° °1 2 1 2 1 1 a a 1 2 1' 4' '3 4 3 3 TAPCONS, 1/4" SS4 CRETE -FLEX, OR #12 SCREWS 32" AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 6 A,B,G,H 1 1 2 =1T=' 1 1 "2 1 2 1 1 2 F 2 2 1 1 2 2'13 2.1.3 2 1 2 3 2 I 2 1 ° 2 9 13...2 3 z 2 FOR GLASS TYPE A AND ANCHOR TYPE I INSTALLED IN CONCRETE. C,D,E,F,I,J,K,L .1_ 1 1 21 "12 11 2 2 1 2 23 212.__2 2 1 1 1 2 1 2 2 3 13 31 3T 2 3 2 2 2 3 2 3 2 2 ITT 2' 3 2 `2 2 4 3 3 4. ANCHOR QUANTITY KEY; A,B,G,H 1 2 1 2 1 1 2 '3 g' 2 �3 2 3 2 '�2 .Z...3 2 3 4 WT 1 3 ' 1 3 212 HEAD 2 - - - -- C,D,E,F,I,J,K,L °° JAMB ABOVE MTG. RAIL .. 2_ 2 2 3 2 3 2.... 2 8 2 22 3 2 222 324 32 2 2 4 2?2„ 3 4 3 2 2� 2 2 2 2 3 2 2 2 2 40" 23 45 "' 3 3 A,B,G,H � ..2 °. 1 2 1 ^2 2 2 2.. ._ 1 2 2 3 2 �. � . 2 - � . � -' 2 2 JAMB BELOW MTG. RAIL 2 2 3 2 3 3 "4 2 T C,D,E,F,I,J,K,L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 « 1 2 2 1 2 1 2 2 3 2 3 2 2 2 3 2 3 2 2 3 4 2 3 - 2 3 3 4' 3 4 2 3_4 5 31 5 3T4 A,B,G,H 12 1 2 1' 2 3 2 3 2 2 2 3 72 2 2 3 3 "2 3 2 -' 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 3 4 3 4 2 3 C,D,E,F,I,J,K,L ... - 2 3 2 2 2 3 2 2 3 . 3 2 4 2 2 . 4 5 ..3 4 3` 4 3 3 2 2 2 3 2 2 2 2 2 3 8 A,B,G,H 2 2 - 17-fl - 1 2.. 2 2 2 2 2 2 2" ' -. _ "'. ..' . 2 2 323 2 2 2 24 3 4 2 C,D,E,F,I,J,K,L ° 2 2 3 7 1T a 3 228 223 3 2 2 324 2 . 2 .. 4 . 22 ..- _ 3 3 ._. w2. 631!8" _ " 31114 _� 3 4 3 324 5 8 4 8 3 4 A 2 2 2 2 "3 1 1 22'3 2 3 2 2 4 Z'3 2 4 2 3 2 3 2 3 2'3 2 2 3 4' 2 4 2 3 SPAC ING E FOLLOWING MA IMI DIMENSIONS: HEAD - 18112" FROM CORNERS JAMBS ABOVE MEETING RAIL - 171/2" FROM TOP CORNERS JAMBS BELOW MEETING RAIL -16" FROM BOTTOM CORNERS AND 6" BELOW MEETING RAIL AN CHOR S NOT REQUIRED IN SILL GLASS TYPES: " '"*ail' with Bs A 5116" LAMI - (1/8" ANNEALED,.090,1 /B" ANNEALED) pals B. 5/16" LAMI - (1/8" ANNEALED,.090,1 /8" HEAT STRENGTHENED) N ^961 1 C. 6/16" LAMI - (118" HEAT STRENGTHENED,.090,1 18" HEAT STRENGTHENED) b i D. 7/16" LAMI - (3/16" ANNEALED „090, 3118” ANNEALED) Oy Qp dAtk E, 7/16" LAMI - (3/18" ANNEALED,.090, 3/16" HEAT STRENGTHENED) '""( J F. 7/18" LAMI - (3/16" HEAT STRENGTHENED,.090, 3118" HEAT STRENGTHENED) G. 13/18" LAMI IG - 1 /8" HEAT STRENGTHENED, AIR SPACE, 5/18" LAMI - (1/8" ANNEALED490,1 /8" ANNEALED) H. 13/16" LAMI IG -1/8" HEAT STRENGTHENED, AIR SPACE, SAW LAM[ - (118" ANNEALED490,1 /8" HEAT STRENGTHENED) I. 13/18 "LAMI IG -1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - (1/8" HEAT STRENGTHENED,.090,1 /8" HEAT STRENGTHENED) J. 13/16" LAMI IG -1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" ANNEALED) K, 13/16" LAMI IG - I/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3116" ANNEALED,.090, 3/16" HEAT STRENGTHENED) L. 13/16" LAMI IG -1/8" HEAT STRENGTHENED AIR SPACE, 7116" LAMI - 3/16" HEAT STRENGTHENED,.090 3/le" HEAT STRENGTHENED IGQT 1070 TECHNOLOGY DRIVE I,," ANCHORAGE SPAC 1/1 WINDOWS / 1 A NOKOMIS, FL 34275 ALUM. SINGLE HUNG WINDOW, IMPACT F.K. 1124106 A NO CHANGE THIS SHEET P.O. BOX 1529 Robert L° Clerk, P.E. y; 5" owa NOKOMIS, FL 34274 Visibly Better ` 6° '" eiBL ° N0 ' ""' PE #39712 F.K 712810.5 J.J. 10/10/05 SH7W NTS 8 « 11 4040 - 20 A Structural ANCHORAGE FOR STANDARD VIEW AND RADIUS TOP WINDOWS TABLE 7. ANCHORAGE NOTES: SUBSTRATE: WINDOW HEIGHT ANCHOR TYPES: 29 3/4" 38318" 44" 50 M 63" 72, 74,76" 1. ANCHOR TYPES: WINDOW GLASS O 11, N N Z 0 N N Q N N N WIDTH TYPE 1 -1I4" ELCO TAPCONS t+ ¢¢ M to rt rT 2 -1/4" ELCO S54 CRETE -FLEX $ U $ U U I U y§ � ll U 3 - #12 SCREWS 191!8" ALL TYPES 11 1 _1 ... "�1 2 2 1 3 2 1 2. INSTALL STANDARD VIEW AND TY PE TOP 1 1 2 2 .w 2 2 21 WINDOWS IN MIAMI -DADE COUNTY PER TABLE 7. C,D,E,F,I,J,K,L 2 1 1 1 1 1 2 2 2 2 1 1 " '.. 1 2 ' 1 2 2 ' 24" 2 1 2 3 2 2 2 2 3 2 3 2 2 2 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE A,,G,H " 2 1 1 1 2'1' 1 1 1 1 1 1 1 1 1 1 1 COUNTY TO FULL DESIGN PRESSURE, USE 1/4' 1 1 1 1 1 1 2 2 2 1 1 2 2 2 2' 2 1 3I'2 2 2 2 2 4 2 3" 2 3 2 TAPCONS, 114" SS4 CRETE -FLEX, OR #12 SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 7 C,D,E,F,I,J,K,L 211 1 1 "1 1 1 2 2 2 2 1" 1 2 2 2 2 2 "" 1 1 1 1 _ "" 1 1 FOR GLASS TYPE AAND ANCHOR TYPE 1 INSTALLED __ 1 1 1 1 1 �T 32' _ 1 1 2 1 - 1 212 1 2 2 2 2 2 2 3 2 3 2 2 2 4 3 3 3 3 2 IN CONCRETE. A,B,G,H 1 2 1 1 1 1 1 1 1 1 1 2 1 1 1 1 2 2 2 2 2" 1' 2 '2 2 2 2 2 3 2 3 2 2 2 3 2 3 '2 2 2 4, ANCHOR QUANTITY KEY: C,D,E,F,I,J,K,L '2 "2 1 1 1 1 2 2 2 2 2 1 2 2'2 2 2 2 3 2 2 2 _. 2 2 2_ 1 1.._ 1 2 2 21 2 1 222 2 2 1 2Y "" HEAD 2 2 2 3 -.. 37" _ 1 2 1 ......1 3 3 3 3 2 A�B,G,H 1 .. "" - 2 2 3 2 2 2 •._ � _.. 1 � _• 1 JAMB ABOVEMTG.RAIL 2 2 3 3 3 3 3 2 4 2 2 1 1" -�� 2 2 2 2 2 3 2 3 2 2 2 C,D,E,F,I,J,K,L 2 2 2 2 2 2' 1 2 .1 2 2 "2 2 2 2 2 2" 2 22 2 2 K __2 .,_2 2 _" 2 JAMB BELOW MTG. RAIL 2 2 2 2 40" 3 2 2 2 2 2 4 3 3 3 3 2 4 3 4 3 3 2 ABGH 2 2 2 122 1 ?..1 2 2 2 2 2 2 11" 22 2 3. 2 2 2 2 2 2 ? 2 2 2 2 2 2 2 3 2 - 2 2 2 2 4 8 3 3 "2 4 C,D,E,F,I,J,K,L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44" 2 2 2' 2 1 1 2 2 2 2 2 2 3 2 2 2 2 2 3 3 2 2 2 2' 4 3 3 3 3� 2 8' 4 4 3 3 3 A,B,G,H 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 '2 2 2 2 2 2 3 2 2 2 3 2 2'2 2 2 3 2 2 2 2 2 4 3 3 3 3 2 C,D,E,F,I,J,K,L 2 "' 2 2 2 1 1 2 2 2 2 22 2 3 2 2 2 - 3 3 3' 2 2 2 2? 3 2 2' ." "� u a ll 2 4 2 3 3 3 2u,. 2 2 2 3 A,B,G,H 2 2 1 '2 2 2 2 2 2 2 4 3 3 3 3 2 3 �2 5 4 4 4 4 2 2 2 2 2 2 4 2 2 2 2 "2 3 2 2 2 2 2 3 2 2 2 C,D,E,F,I,J,K�L _ ". 2 2 222 2 2 2 2 2 3 2 2 2 2 �. 3 3 3 2 2 2 3 3 2 2 2 3 32 2 '2 3 2 a 2 2 2 ..., 2 .. 2 631/8" A,B,G,H 2" 2 22 2 2 3 2 2 " 2 2 S A I BA O T E LLOWING MAX! 10 S: HEAD - 161/2" FROM CORNERS JAMBS ABOVE MEETING RAIL -17 1/2" FROM TOP CORNERS AND 26 1/2" O.C. JAMBS BELOW MEETING RAIL -16" FROM BOTTOM CORNERS AND W BELOW MEETING RAIL ANCHORS NOT REQUIRED IN SILL Approved ee am GLASS TYPES' norms C Y06h911R a Date A. 5118" LAMI - (1/8" ANNEALED,A90,1 /8" ANNEALED) ROAN B. 6/18" LAM] - (118" ANNEALED,.090,1 /8" HEAT STRENGTHENED) hilo"I C. 5118" LAMI -(1/8" HEAT STRENGTHENE0,.090,1 /8" HEAT STRENGTHENED) S D, 7/16" LAM[ - (3/18" ANNEALED,.090, 3116" ANNEALED) E. 7/18" LAM[ - (3116" ANNEALED,.090, 3118" HEAT STRENGTHENED) F, 7/16" LAMI - (3/16" HEAT STRENGTHENED,.090, 3118" HEAT STRENGTHENED) G. 13/16" LAMI IG -1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAM[ - (118" ANNEALED,.090,1 /8" ANNEALED) H. 13118" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - 0/8" ANNEALED,.090,1 /8" HEAT STRENGTHENED) I, 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 5/18" LAMI - (1/8" HEAT STRENGTHENED „090,1/8” HEAT STRENGTHENED) J. 13/16" LAMI IG - VB" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" ANNEALED,.090, 3/18" ANNEALED) K. 13/18" LAMI [G - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/18" LAMI - (3/16" ANNEALED „090, 3/16” HEAT STRENGTHENED) L. 13/16" LAMI IG -1/8" HEAT STRENGTHENED, AIR SPACE, 7116" LAM] - 3 /16" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) y : w: Rw l b' 1570 TECHNOLOGY DRIVE ANCHORA SPAC STANDARD VIEW NOKOMIS, FL 34275 raa• °^° �� ALUM. SINGLE HUNG WINDOW, IMPACT F.K. 1{24/05 A NO CHANQE TH13 SHEET P,O. 80X'1529 Ro6erl L. Clerk, P.E. Cn. xea . peg.; NOKOMIS, FL 34274 Visibly Better R'v` PE#39712 F.K. 7/28/05 J.J, i0lf0A05 SH700 Ail$ 9 m 1 i 4040 -20 A Struct ANCHORAGE FOR CUSTOM VIEW AND RADIUS TOP WINDOWS TABLE 8. ANCHORAGE NOTES: SUBSTRATE: WINDOW HEIGH ANCHOR TYPAJ,K 29 3/4" 38 3/8" 44" 50 5/6" 60 ", 63" 72 ", 74 ", 76" 1. ANCHOR TYPES: ❑ ❑ V ❑ ❑ U p p ❑ p p U 1- 114" ELCO TAPCONS WINDOW ON N Z N O N Z N N Z 2.1(4" ELCO SS4 CRETE -FLEX Qg 8 O N N 1 N N N g N WIDTH V c 3 r M U 17 U M „' en Sg U 3- #12 SCREWS 19 118" D E. J. 1 1 1 1 1 1 1 1 1 1 1 717 1 1 1 1 1 1 1 1 1 1" "1' 1 1 2 1" "2 1 1 µ 1 2 1 2 1 "" 2' 1 3 " "�" 1 1' 2. INSTALL CUSTOM VIEW AND RADIUS TOP 1 1 1 1 1 1 3 1 2 1 WINDOWS IN MIAMI -DADE COUNTY PER TABLE 8. 7 4" D, E, F, J, K L 71 1 2 7 7 '"1" " 1 1 1 .2"1.2 2 71"i" 3 2 12. 2 1 4 " "" - 1 1 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE 2 3 2 3 "1 COUNTY TO FULL DESIGN PRESSURE, USE 1(4" 32" D, E, F, J, K. L 1 12 1 1 ' 1 1 1 1 2 1 1 2 2 2 1 1 2 2 "2 1 1 1 „" 1 ' "" „ 1 1 ` "" 1 1„ TAPCONS, 114' SS4 CRETE -FLEX, OR #12 SCREWS 2 1 2 1 2 2 2 212 2 3 2 2 31 2 2 AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 8 1 1 _1 1 1 4 2 3 2 5 2 4 2 3 37" D, E, F, J, K, L FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED 1 2 1 "2 1 2 2 2 1 2 1 '2 2 2 2 2 1 2 3 2 2 2 2 2 4 2 3 2 2 5 2 4 2 4 2 IN CONCRETE. 40" D, E, F, J, K, L '1 1 ? 2 - 1 2 2 - 271 1 1 2 2 2 3 2 2 fl' 2 - 4 2 2 3 - 3 2 2 8 4 2 2 A"2 4. ANCHOR QUANTITY 44 " D. E, F, J ' K' L 2 1 3 12 _.2 2 3 1 2 2 2 3 2.i 2_. 2 2 2 2 4 3" 2 2 2 6 3 ... ° — �_.. HEAD 2 2 2 2 3 2 r 4 2 3 2_. 6 2 4 2 - - - - -- 3 JAMB ABOVE MTG. RAIL 2 3 3 3 2 2 AJ,K 123 1 2 1 2 2 3 2 " 2 1 2 3' 2 3 2 2" 3 2 2 2 5 2" 2 3 2 2 32 42 3 322 8 3 5T3 4 2 TM _ JAMB BELOW MTG, RAIL D. 1 1 ? 2 1 2 2 2 "1 2 2 2 2 3 2 2 2 2 2 8 2 2 3 3 3 _._, 2 2 2 2 4 2 5 2 4 2 1 1 223 2 3 2' 2 2 3 531/8• 2 3_- -2 3 2 2 333 233 2 4 433 3 . 2 2 . 7 b 5 2 2 2 3 3 2 3 3 3 2 2 1' 3 1 2 213121312 121213121312121313 2 " 2 6 3 4 2 4 2 SPACING BASED N THE L WIN MAXIMIM DIMENSIONS: HEAD - 18 1/2" FROM CORNERS JAMBS ABOVE MEETING RAIL - 171/2" FROM TOP CORNERS AND 251/2" O.C. JAMBS BELOW MEETING RAIL - 6" BELOW MEETING RAIL (15" MAX. FROM BOTTOM CORNERS) ANCHORS NOT REQUIRED IN SILL GLASS TYPES: D. 7116" LAMI - (3/18" ANNEALED,.090, 3116" ANNEALED) E. 7/16' LAM1-(311 " ANNEALED,.090, 3116" HEAT STRENGTHENED) F. 7/16" LAM1- (3116" HEAT STRENGTHENED,.090, 3118" HEAT STRENGTHENED) J. 13/16" LAMI IG -1/8" HEAT STRENGTHENED, AIR SPACE, 7/18" LAMI - (3/18" ANNEALED,.090, 3/18" ANNEALED) IC 13116" LAMI IG -1 /8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/18" ANNEALED,. 090, 3118" HEAT STRENGTHENED) L. 13118" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/18" LAMI 3116" HEAT STRENGTHENED,.090, 3116" HEAT STRENGTHENED O le I- Approrrdaanmptytagrrtehe4r l7o►Ma UrhN ', Dst4 IW9AN ►fiat " ANCHORAGE SPACING, CUSTOM VIEW r 1070 TECHNOLOGY DRIVE NOKOMIS. FL 3427b rw: FK. 1!24/06 A � NO CHANGE THIS SHEET P.O. BOX 1529 � A LUM. SINGLE HUNG WINDOW, IMPACT Robert L. ClarK, P.E. - �"tr NOKOMIS, FL 34274 Visibly Better Q° "' PE #39712 9 FK nzsm5 J.J. 10/10m sH7oo NTS 10 "r 11 4040 -20 A Structural I NOTES: CONCRETE ANCHOR 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY (SEE NOTE 1) 2x WOOD BUCK W (SEE NOTE 3) (SEE NOTE 2) pOD ANCHOR APPROVED 1/4" ELCO TAPCONS OR 1!4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2112 (CONCRETE) (WOOD) 2 • FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE 412 SCREWS, 1/4" TAPCONS OR 1 /4" S84 CRETE -FLEX. ° 1 1/4" ° - 1 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE MIN ' ..• . � .. . 99' 1 1/2" TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE OPTIONAL 9x �(` MIN INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" WOOD BUCK _�� 1 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE (SEE NOTE 3) -- _{ ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 1!4" 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF MAX. MAX 6063 T5 AND A MINIMUM OF 116" THICK, THE ALUMINUM STRUCTURAL MEMBER SHALL BE SHIM SHIM 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 DETAIL A DE TAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE —'- MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL HEAD ANCHORAGE MAY BE USED. C ] EXTERIOR INTERIOR [� 5. ANCHORS ARE NOT REQUIRED AT THE SILL. (BOTH HEAD DETAILS) Q 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS, 1/4" MAX. 1 1!4" 1/4" MAX. 1 1/2" SHIM MIN. SHIM MIN. CONCRETE ANCHOR, WOOD ANCHOR, Tic FH BELOW MEETING RAIL, FH BELOW MEETING v (SEE NOTE 1) RAIL. (SEE NOTE 2) 4 • ", (CONCRETE OR CONCRETE BLOCK) (WOOD) A pp nd y ftoply#4 with the • 2x WOOD BUCK IVifA# 1x BUCK OPTIONAL WITH SOLID CONCRETE (SEE NOTE 3) gr yp p SUBSTRATE (SEE NOTE 3) DETAIL C DETAIL D TYPICAL JAMB ANCHORAGE INTERIOR (BOTH JAMB DETAILS) EXTERIOR By: Deb: Y MWeb"0. 1070 TECHNOLOGY DRIVE � ANCHOR DETAILS Z� NOKOMIS, FL 34275 ' y b: �"� m�� ALUM. SINGLE HU WI N Q IMPA g F.K. 1/24/06 A ADD NOTE 6 RE FLAT HEAD ANCHORS. P.O. BOX 1529 Robert L. CIS*, P.E. NOKOMIS, FL 34274 Visibly Eettey " '' w.' PE #397 F.K. 8/1/05 J.J. 10110105 SH700 Half 11 a 11 Structural ...... .. ...... .... . .. ..... MIAMI Emma 1V l# V+E COUXZx, MORT": % ME'I WDAPE FLA%,Fg.1MDWG BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FPAQLE1t STRIET, SUITE 14df PRODUCT CONTROL DIVISION MIAMI, FLORM433130 -1563 (305) 375-2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.buldinecodeonline.com PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the 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, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW 3020" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 3020 -1, titled "Aluminum Picture Window, Impact ", sheets 1 through 3 of 3, dated 6/1/07, 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 Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07- 0613.02 lay Expiration Date: August 16, 2012 Approval Date: August 16, 2007 Page 1 ...... .. ...... i .... . .. ..... ...... . . ..... PGT Industries • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBrvHMPTED t .0. .... A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 3020 -1, Sheets I through 3 of 3, titled "Aluminum Picture Window, Impact ", dated 6/1/07, 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 along with marked -up drawings and installation diagram of series 3020 aluminum fixed window, prepared by Architectural Testing, Inc., Test Report No. ATI- 72135.01- 401 -18, dated 05/07/07 signed and sealed by Joseph A. Reed, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 6/5/07, 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. 06- 1205.10 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® PIus" dated 02/15/07, expiring on 01/14/08. F. STATEMENTS 1. Statement letter of conformance, dated June 7, 2007, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated June 7, 2007, signed and sealed by Robert L. Clark, P.E. 3. Laboratory compliance letter for Test Report no. ATI- 72135.01- 401 -18, issued by Architectural Testing, Inc., dated May 10, 2007, signed and sealed by Joseph A. Reed, P.E. G. OTHER 1. None. Manuel P.E. Product Cont I Exa iner NOA No.- 613.02 Expiration Date: August 16, 2012 Approval Date: August 16, 2007 E -1 GENERAL NOTES: LARGE MISSILE IMPACT PICTURE WINDOW 1. GLAZING OPTION(S): A. 9/16" LAMI: (2) LITES OF 1/4" HEAT STRENGTHENED GLASS (jSj GLASS WITH AN .090" SENTRYGLAS PLUS (SGP) INTERLAYER. 2. CONFIGURATIONS: 0 APPROVAL APPLIES TO FIXED WINDOWS OF EQUAL LEG FRAMES. SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MULLIONS. 3. DESIGN PRESSURES: 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: ANCHOR SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. HEAD, SILL & JAMB SPACING5. SHUTTERS ARE NOT REQUIRED. APPROVED ANCHOR TYPES 1, #14 STEEL SCREW (G5) 2, 1/4" ELCO TAPCON 3, 1/4" ELCO SS CRETE -FLEX 4, 3/8" ITW RAMS ET TAPCON 5, #14 SMS 6,1/4" STEEL BOLT 6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT. 7. REFERENCES: TEST REPORT ATI72135.01- 401 -18; ELCO TEXTRON NOA 04- 0721.01, 03- 0225.05; ITW RAMSET /REDHEAD NOA 04- 1025.08; ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION; ADM -2005 ALUMINUM DESIGN MANUAL 8. 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). 9/16" NOM. 1/4" HEAT STRENGTHENED GLASS 12 .114" HEAT STRENGTHENED GLASS SENTRYGLAS PLUS INTERLAYER 6" MAX. —•-1 I� I�- - ��SEE TABLE 1. � - _� II 1 EXT. j �•� INT. 12 u �� — W — �{ 5/8" MIN. - - -LL - -- ° - -- ° GLASS BITE 3 120" MAX. u u u L �• F I� —L 10 � 111114' -- -- -- 11 - - - —= ° MAX. W =-- fP � - _w__= DLO GLAZING DETAIL - II II II L 13 APProv B ae caaPly'rot; with the brirl Baidi C II II II Date U6. NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE SEE II II II pival Da Products!... TABLE 1. ii ii li ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ii ii TABLE 1. DESIGN PRESSURE -- __ N B n SUBSTRATE WOOD CONC CONC CONC MULLION • • • • 6" MAX, ANCHOR TYPE 1,3 2, 3 4 4 5 6 •. •• 0 P.S. F. +/ -130 +/ -130 +/ -130 +/ -108 +/ -130 +/ -130 • • • • • • • • • 43 114 MAX. DLO FALSE MUTTINS SURFACE 48 "MAX, --► APPLIED, OPTIONAL MAX SPACING 9" 13112" 101/2" 131/2" 9" 131/2" / ELEVATION NTS JANCHOR PLATE YES YES NO NO YES NO • % • e • • R.m pnyym 1070TEGHNOLOGYMVE GENERAL NOTES, ELEVATION & GLAZING DETA NOKOMIS, FL 9427s nea • / 6 •F• i • • • Ac;— ALUMINUM PICTURE WINDOW, IMPACT la • P.O BOX 752& Ro K L Glark, P.E. McHn ay oem: ow: NOKOAfh% FL 94274 Visibly Betur e.�.mbaet ad.: 9na.t pe"spxa �: PE #38712 F.K. 6/W7 aR 84i✓�77 PW9020 1x 1 m 3 3020 -1 Stmotuml ••• • • • 3.250 INT. EXT. INT. 3.250 6 NEW 7P rj I MAX. DLO MAX. WIDTH EXT. HORIZONTAL SECTION - B 8 5 OPTIONAL MAX. LENGTH MAX. DLO 1 3 CORNER DETAIL OUTSIDE Appeoveaa as comp4yaog wi1416e Fauaida Fluidic Code Aa (ALTERNATE FAB DETAILS) ° a t e No - naaama os e�et na 1 Ily 7 � • VERTICAL SECTION -A • • • • • • • • • CORNER DETAIL INSIDE w / Rewknc 1070TEO R 3 SECTIONS YORIVE • • i� 1 • • • • • �. ALUMINUM PICTURE WINDOW, IMPACT P.O. BQX las • • • • • • oberl L Clark, P.E. D Oab: Gyy NOKOMI3, FL 34274 Visibly Better �` coast or.�+roaa R° " PE #39712 F.K 8/1/07 .LR. 6 PW3m .5X 2 w 3 302(1 -1 Structural ••• • • • • ••• • NOTES: ITEM PART# DESCRIPTION MAIL VENDOR# 1. FOR CONCRETE APPLICATIONS USE ANCHOR TYPE 2 (1 318" MIN. EMBEDMENT), TYPE 3 (1 /314" MIN. EMBEDMENT), OR TYPE 4 1 13102 FRAME, FEMALE 6063 -T5 3506GW -90 -7 (2" MIN. EMBEDMENT) OR OTHER MIAMI -DADE COUNTY APPROVED EQUAL, MASONRY FASTENER. SEE SHEET 1, FOR ANCHOR 3 13105 GLAZING BEAD, TYPE 1 6063 -T5 3506GW -9 -3 DESCRIPTION SPACING. 5 13106 ANCHOR COVER PLATE 6063 -T5 3506GW -90 -5 2. FOR WOOD APPLICATIONS USE ANCHOR TYPES 1 OR 3. SEE SHEET 1 FOR ANCHOR DESCRIPTION AND SPACING. 6 13103 ANCHOR PLATE 6063 -T5 3506GW -90 -9 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY 7 #10 X 1" PH SMS S.S. 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 THE AUTHORITY HAVING JURISDICTION (AHJ). 8 13053 MUTTIN/MULL COVER 6063 -T5 3506GW -590 -3 10 BACKBEDDING SILICONE GE RS 7700 WOOD ANCHOR, FASTENER, SEE TABLE 1, SHEET 1 11 SEAM - SEALER SEE NOTE 2 12 13060 GLAZING LEG WSTP. TEAM PLASTICS MIAMI -DADE COUNTY 13 1614 SETTING BLOCK 1/8 "x1/2 "x1" EPDM APPROVED MULLION 14 9/16" LAMI (1/4" HS, .090 SGP, 1/4" HS) GLASS PGT — x1.5501 -�— .090 EXT. 1/4" 2.375 MAX. T � SHI IM M 25 0 1 - FRAME, FEMALE 1 3/8" f� — 3.250 --{� MIN. ' EXT. TYPE HEAD, SILL & JAMB (2x WOOD) MULLED EXAMPLE - ENGINEERED BY OTHERS 1.2.2 .oso MASONRY ANCHOR, SEE NOTE 1 MASONRY ANCHOR, SEE NOTE 1 " .062 OPTIONAL, OPTIONAL, 3 - GLAZING BEAD, TYPE 1 6 SEE TABLE 1., 6 SEE TABLE 1., 050 SHEET 1 SHEET 1 1 .059 EXT. 114" EXT. 1/4" 5 - ANCHOR COVER PLATE MAX. MAX 3.054 APProvecl as sousplyiae w11h f6e SHIM SHIM' a adz Date MimSEE 6 - ANCHOR PLATE p � —� NOTE 1 .050 SEE `.' i 1.750 • - NOTE 1 3.4 KSI MIN. CONCRETE 1 314" .450 • • • • • • • • • • • f MIN. MIN. E.D. • • • • • • • 3.4 KSI MIN. CONCRETE I 13/4" E.D. 8 - MUNTINIMULL COVER • • • • • • • • • • ��III • • • • • • • ••• • • ••. TYPE HEAD, SILL & JAMB TYPE HEAD, SILL & JAMB (CONCRETE W/ 1x BUCK) (DIRECTLY TO CONCRETE) a..aa. 1070 TECHNOLOGYMVE PARTS LIST, EXTRU & ANCHORA : • • 1 • • • • • NOKOAW,, FL 34275 TM'' a.. ALUMINUM PICTURE WINDOW, IMPACT • • • • • • P.O. SOX 1529 Robert L. Clark, P.E. at —B y . �: g . OW: MWOMIS, FL 94274 Vtsth& Setter a" m�u a'"„pNO. asv. PE 439712 F.K. 611107 J.R. 8RV07 P1. .5X 3 d 3 3020 -1 Structural w • • •••• •••••• MIAMFDADE •� ••. • 1 i�1111 MIAMI -PAJU COUNTY, FLORIDA • • • • • • METRO- DA.DF6 FLAGLEV l3UV_DING ; • • • • ; BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGL&R FAREET.', StJJTt 1603 ..... PRODUCT CONTROL DIVISION M"M1,eFJ ORIDA. 33130 -1563 • •; • • • (305) 375.39%•' FAX ("I) I- 2908.... NOTICE OF ACCEPTANCE (NOA) wwlbWtd'inacodeonline.com •; 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 herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series HR -710 Aluminum Horizontal Roller Window -LMI APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/06, 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 Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No 06- 0405.06 Expiration Date: December 21, 2011 L Approval Date: December 21, 2006 OPaget 1 Z PGT Industries, Inc. • • • • . . 0000 0000.. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITT. • , • 000.00 0 . . 0000.. A. DRAWINGS 0000 • • 1. Manufacturer's die drawings and sections. 0000 . .. 0000. 2. Drawing No.41 27 -10, titled "Alum. Horizontal Roller Window, Ria ;t ", sheets 1 through 11 of 11, dated 02/28/06, prepared by manufacturer, sipadand sealed.by • Robert L. Clark, P.E. *00000 • • • • • • 0000 . . 0000.. B. TESTS 0 0 0 0 • - 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 0000 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 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 and FTL -4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. 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 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated March 30, 2006, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report no. FTL- 4770, issued by Fenestration Testing Laboratory, Inc., dated March 09, 2006, signed and sealed by Edmundo Largaespada, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC) Jaime D. Gas on, P.E. Chief, Product Control Division NOA No 06- 0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 E -1 GENERAL NOTES: IMPACT HORIZONTAL ROLLER 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 118" 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 118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE 0- 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE NOA DRAWING MAP MAXIMUM PVB INTERLAYER. SHEET F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W;TH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES ............. 1 GLAZING DETAILS............ 2 G. 13/16" LAMI IG: (1) LITE OF 1 /8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3i8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A DESIGN PRESSURES....... 3 .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.. ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 H. 13116" LAMI IG (1) LITE OF 1 /8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 318" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE HORIZ. SECTIONS............ 5 OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM PVB INTERLAYER. PARTS LIST ...................... 6 EXTRUSIONS .................... 7 I. 13/16" LAMI IG: (1) LITE OF 1 /8" OR 3/16" ANNEALED (MIN.) GLASS, 5116" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS CORNER DETAIL .............. 5 WITH AN .090 DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM PVB INTERLAYER. ANCHORAGE .................... 8 -11 J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7116" 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 1k; I ':R SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM PVB INTERLAYER. L. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3116" OR 1, 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: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3 AND 4) 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. 2 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 12 FOR ANCHORAGE DETAILS. ,' ° &• 2 2! Cade 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS ,SEALED WITH NARROW JOINT SEALANT OR GAShcT. 7. REFERENCES: TEST REPORTS FTL -4858 AND FTL -4859. ELCO TEXTRON NOA: 04-0721.01, 03- 0225.05 • • • • • • • • • • • ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION • • • • e ADM -2000 ALUMINUM DESIGN MANUAL • • • • • • • • • • • 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION INCLUDING THE *I GH#/&LOCIT`6 • • e • • • • HURRICANE ZONE (HVHZ). Revsd By: o ia: Rav,sion seen E ": • • • • • • • • • • r oaie Revkloa: o7areeNNOLOCVORive GENERAL NOTES • • • • • • • •�� ` / / , F.K. 10/17/06 B CHANGE TO ASTM E 1300 -02 NOKoMl6, FL 34275 Revsd By ame' Revisions: � -• T ALUM. HORIZONTAL ROLLEeR WIdDOW, IMPACT • aber, L. Clark. P.E. FK 5/13/06 A ADO AIR SP ACE DIM. NOTE 1, TECH. REF. NOTE 7 &NOTE 8. P eox ts29 :,um Pet a eV. draw Ry oaie: CnecAed el oe - NOKUMS, FL 34274 Visibly Better PE N39: 12 F.K. 2/28/06 J.J. 3123106 $e HR710 NTS " 1r 11 4127 -10 $ structural ♦ • • e • • • • E )- 50 21 50 53 2 "NOM. 5 5 112" NOM. a EXTERIOR INTERIOR GLASS BITE GLASS BITE (ALL SECTIONS) 51 60,61,62 51 63,64,65 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 7/16" LAMINATED 5/16" LAMINATED GLASS 7/16" LAMINATED GLASS 21 50 21 50 1/2" NOM. 1/2" NOM. $9 GLASS BITE 59 GLASS BITE 52 52 Baru 0*& wilh W 66,67,68,69,70,71 72,73,74,75,76,77 � 0 1"m 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 1 ' 5/16" LAMINATED 7116" LAMINATED 5116" OR 3/8" AIR SPACE 3/16" OR 1/4" AIR SPACE 1/8" OR 3116" ANNEALED (MIN.) GLASS 1/8" or3 116" ANNEALED (MIN.) GLAK% • • • • q • • • • 13/16" NOM. 13/16" NOM. • • • • • • 13/16" LAMI IG GLASS W/ 5/16" LAMI 13/16" LAMI IG GLASS W/ 7/16" LAMI • • •; ; ; ; ; ; •; • • •• ••• •• • • •• •• • ••• • e �� R "" "ear: pare: ReN :�o�: • ae "se a peg ": Re e��e: Imo rl=_cHNOLOCV ORIVe GLAZING DETAILS • • • • • • • • • f ?'�• • F.K. 10/17/06 B NO CHANGE THIS SHEET NOKOMIS, FL 34275 • • • • • • Reoseay: pale' rin ��_ ALUM. HORIZONTAL ROLLER WWDOW, IMPACT F.K. 5/13/06 Re A "e: ADD AIRSPACE DIM. TO LAMI IG DETAILS PO. BOX 1529 Robert L. Clark, P.E. p�..e ey: p enecxea ey: ore: NOKOMIS, FL 34274 t e'4�tbly Better se��n�dae fF cea UI/ �: wire •v PE #39112 F.K. 2/2B/06 JJ 3/23/06 HR710 4127 -10 a8 Structural ••• • • • ••• • • 1 � (XOX 1/4,112,1/4 DESIGN PRESSURES TABLE 1. WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 1 606/8" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" 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 1 -60.0 +59.1 -59.1 +56.0 -56.0 106 3/8" 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 +55.5 -55.5 +52.1 -52.1 108" 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 +55.0 -55.0 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 70.0 +59.5 -59.5 +54.0 -54.0 +50.9 -50.9 UP TO 111" C,I j +60.0 1 -60.0 UP TO 111" D,E,F,J,K,L 1 +75.0 -75.0 ( XOX 1/3,1/3,1/3 DESIGN PRESSURES TABLE 2. WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 318" 48" 50518" 54" 60" 63" TO 86 7/16" A, B, C, G, H, I +60.0 -60.0 TO 86 7116" D, E, F,J, K, L +75.0 -75.0 (OX AND XO) DESIGN PRESSURES TABLE 3. WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 1 50 5/8" 54" 60" 63" 60" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 1 -75.00 +75.0 -75.00 +75.0 -75.00 C, I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 66" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +74.7 -74.70 +70.0 -70.00 C, 11 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 72„ A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +70.1 -70.10 +65.0 -65.00 C, I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +72.1 - 72.10 74" A,B,G,H 1 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +68.6 j -68.60 +63.5 -63.50 , 00 t*"' C, I 1 +75.0 -75.00 1 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +74.7 -74.70 1 +70.8 - 70.80 Me _ UP TO 74" D,E,F,J,K, L +75.0 - 75.00 e � I GLASS TYPES: TEST REPORT FTL4858 (XOX), FTL4859 (OX & XO) sy A. 5116" LAMI - (1/8" A, .090,1/8" A) G. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "A) 00 • • 9 • • •• B. 5/16" LAMI - (1/8" A, .090,1/8" HS) H. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAM[ - (1/8 "A, :090,1/8 "I'�S)s • • • • • C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) I. 13/16" LAM] IG -1/8" OR 3/16 "A, 5116" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "HS,'Q • • • • • • • D. 7/16" LAMI - (3/16" A, .090, 3/16" A) J. 13/16" LAMI IG -1/8" OR 3116 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .09t, • " • • • • • • • E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) K. 13/16" LAMI IG -118" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAM[ - (3/16 "A, .090, 3/16 "HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) IL. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "HS, •080, 3J16 "HS) • • • • �� ~ a®se By onre: a,rs.o�s: ossnq • • a,so F.K. K. ev: oaia Rasb 10�o TecHNOlocv ORlve DESIGN PRESSURES • • i i • i • • • 10/77/06 B "s. FL 34275 REVISE OP TABLES TO ASTME 1300 -02 NOKOMIS. • `- • Re ee: a per- �� ALUM. HORIZONTAL ROLLER WINDOW, IMPACT R obert I Clark, PE. F K. 5/13/06 A A00 AIR SPACE OIMENSlON GLASS TYPES G THRU L. RO. eox 1529 _ or�wey: o. cne�x,e ey: o NOKOMIS. FL 34214 V'nibly Bar s, HR710 "` TS sn 3 �` 11 " � 4127 -10 a. P E #3971 F. K. 2/28/06 J.J. 3/23/06 a 8 ••• • • • • ••• • • • • • • • • • • • • 251/8" 251/8" 251/8" �f MAX. DLO 49 3/4" MAX. DLO FIXED -- MAX. DLO - MAX. DLO - VENT VENT FIXED B B 6 B I I X O X X O X I f 111" MAX. WIDTH I 86 7/16" MAX. WIDTH DETAIL B - XOX (1/4- 1/2 -1/4) DETAIL C - XOX (1/3- 1/3 -1/3) 33 9/16" MAX. 33 9/16" MAX. DLO FIXED C DLO VENT NOTES: A A 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, 57 3/8" 56" MAX. / MAX. 63" DLO ALL DLO ALL MAX Ci . APProv "� ° ° f FIXED / f l !I VENTS HEIGHT ,% LITES / ALL O X CONFlG. Ned >� •• ••• •• • • • •• 74" MAX. WIDTH DETAILA - OX ORXO •• • ••• •• �� ae"sa ey: Dare. a "wsrows. 1070 TECHNOLOGY DRIVE ELEVATIONS • • • • • • • • • • Gk F.K. 10/17/06 B NO CHANGE THIS SHEET NOKOMIS, FL 34275 • • �� . ALUM HORIZONTAL ROLLIR W&DOW, IftAPACl • • • suey oar ". a "5a"s Robert L Clark, P E. I ae F.K. 5113106 A NO CHANGE THIS SHEET P.O. BOX 1529 as ey: oa cnecxea e Dare: NOKOMIS, FL 34274 L e'sibly Bet[er a�✓m "aee a� ee w a� PE #397 i2 - F.K. 2/28/06 J.J. 3/23/06 s" HR710 SNTS s 4 "r 11 u" 4127 -10 aB Structural 37 32 35 1 — — 22 22 INTERIOR 39 D D 16 21 13 16 MAX. VENT DLO MAX. FIXED DLO MAX. VENT DLO MAX. WIDTH 19 17 EXTERIOR SECTION B -B (HORIZONTAL SECTION - XOX) MAX. 35 HEIGHT 39 OPTIONAL MAX. 32 37 VENT DLO INTERIOR MAX. FIXED DLO '� 16 22 � 13 1 � 2 MAX. FIXED DLO ►� MAX. VENT DLO P MAX. WIDTH EXTERIOR 17 � SECTION A -A z ? (HORIZONTAL SECTION - OX) SEALANT OR GASKET 8) EXTERIOR R 1 AT HEAD AND SILL • •• • • • • ••• • g 13 • • • • • •• • • • • •1� ••• •• • • 10 SECTION C -C (FRAME CORN CONSTRUCTION) (VERTICAL SECTION) • • • 0:0 • • •�/ • • Ravee By' Bate: Revisioru: • • • cause By: Dare: 'T': 1070 TECHNOLOGY DRIVE SECTIONS • • • • • • • •/ �1• F.K. 10117106 B NO CHANGE THIS SHEET NOKOMIS, FL 34275 • • ALUM. HORIZONTAL ROLLtR WINDOW, IAIPAC7• Robe • • — : Date: aau�sroaa: P.O. BOX 1529 rt L. C lark, P.F.. F.K. 5/13/06 A NO CHANGE THIS SHEET NOKOMIS, FL 34274 V'sib[ Better �"" au PE 433712 Brews By Odle: cnacketl By 03e y HR710 fHalf sn 5 ^� 11 4127 -10 Structural F.K. 2/28/06 J.J. 3/23/06 B 8 I rrEM DWG41REVI DESCRIPTION MAT'L PGT# ITEM DWG# REvl DESCRIPTION I MAT'L I PGT# 1 4102 A IFLANGE FRAME HEAD 6063 -T6 AL 612237 68 GLASS, 13/16" LAM] 16- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090PVB, 1 /8 "HS) 2 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 69 13/16" LAMI IG- 3/16 "A, 5116" A IR SPACE, 5116" LAMI (1/8"A,.090 PVB, 1 /8 "A) 3 #8 X 3/4 PH. PAN HEAD 7834AA 70 13/16" LAM] IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1/8"A,.090 PVB, 1 /8 "HS) 4 4053 SASH STOP COVER (SASH STOP) 6063 -T5 AL 71 13/16" LAM] 1G•3 /16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1 /8 "HS) 6 4136 FLANGE FRAME SILL 6063 -T6 AL 64136 72 13/16" LAM] IG- 1/8 "A, 1/4" AIR SPACE, 7/16" LAM] (3/16"A,.090 PVB, 3/16 "A) 7 4137 SILLADAPTOR 6063 -T6 AL 64137 73 13/16" LAM I IC, 1/8"A, 1/4" AIR SPACE, 7/16" LAM] (3/16"A,.090 PVB, 3/16 HS) 8 4131 ROLLERTRACK 6063 -T6 AL 64131 74 13/16" LAM] I6- 1 /8 "A, 1/4" AIR SPACE, 7/16" LAMI (3 /16 "1IS, .090 PVB, 3/16" HS) 10 71298 WEEP HOLECOVER POLYPROP. 71298 75 13/16" LAM] 1G- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16"A,.090 PVB, 3/16 "A) 12 1626 ADHESIVEOPEN CELLFOAM PAD 7PAD1626 76 13/16" LAM] IG- 3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3/16"A,.090 PVB, 3 /16 "14S) 13 4002 A FLANGE FRAMEJAMB 6063 -T6 AL 612225 77 13/16" LAM] 16- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMl (3 /16 "HS, .090 PVB, 3 /16 "HS) 14 4134 GASKET FORMAIN FRAME SILL JOINT 74134W/K 90 1014 SCREEN FRAME (HOR. &VER) 3105 -1-114AL 15 1155 #8 X 1.000 QUAD PN. SMS 781PQA 91 1630 SCREEN CORNER KEY W /RINGS POLYPROP. 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 64110G 92 1631 SCREEN CORNER KEY W /OUI` RINGS POLYPROP. 17 4054 B FIXEDMEETINGRAIL 6063HD-'1'6 A L 64054A 93 1073 SCREEN SPRING ST.ST. 19 4066 W STP.,.187 X.230, FIN SEAL 64066G 94 1624 SCREEN SPLINE - .135 DIA. LOA M EM PVC 21 4105 ISASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 95 1635 SCREEN SPLINE - .135 DIA. HARD EM PVC 22 1683 W STP.,.250 X.270 BACK, FIN SEAL 61683G 96 SCREEN CLOTH 23 225 -1 ROLLER HOUSING & GUIDE 4211211D 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASHMEETINGRAIL 6063HS -T6 AL 64006 33 1235 W STP.,.170 X.270 BACK, FIN SEAL 67S16G 35 1096 SWEEP LATCH DIF CAST 71096 36 1016 #8 X.625 PH. FI,. SMS 7858 37 4126 SASH SIDERAIL 6063 -T5 AL 64126 38 1683 W STP.,.250 X.270 BACK, FIN SEAL 61683G 39 7070 BULB WEATHERSTRIP .187 X.275 67070K 40 LIFT RAIL COVER CAP 74078 "C" L OR R 50 GLAZING SILICONE, DOW 899,995 OR EQUIVALENT 51 1224 VINYL GLAZINGBEAD BULB (THICK) 6TP247W,K 52 1225 VINYL GLAZINGBEAD BULB THINS 6TP248K 53 4039 B GLAZINGBEAD - 5/16" 6063 -T5 AL 64039B 54 4044 B GLAZINGBEAD- 5/16" W /GRILL KIT 6063 -T5 AL 644703 pp�rov as+ qg °du o U 55 4222 A GLAZING BEAD - 7/16" 6063 -T5 A L 64222 56 985 C GLAZING BEAD - 7/16" W /GRILL KIT 6063 -T5 AL 6985 irllM� 59 4067 GLAZING BEAD - 13/16" 6063 -T5 AL 64067 60 GLASS 5/16" LAMI (1/8" A PVB, 1/8" A 61 5/16" LAMI (1/8" A PVB, 1 /8" HS) •• ••• • • • • • 62 5 /16" LAMI (1/8" HS, .090 PVB, 1/8" HS) • • • • •• • 63 7/16" LAMI 3/16" A PVB, 3/16" A) • • • • • • • • • • • 64 7/16" LAMI (3/16" A PVB, 3/16" HS) • • • • • • • • • • 65 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) • ••• • • • • •• 66 13/16" LAMI IG- 1 /8 "A, 3/8 "AIR SPACE, 5/16" LAMI (1/8"A,.090 PVB, 1 /8 "A) 67 13/16" LAMI IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAM] (1/8"A,.090 PVB, 1 /8 "HS) • • • • • • • • • Raysd By' Oafe' Recisions: • • • • • • �ascrrylinn: Ravadey: °are: aevia;ona: 1070 TECHNOLOGY DRIVE PARTS LIST • • • • • • • • • • .ti►!r `,� F.X. 10/77/06 8 NO CHANGE THIS SHEET NOKOMIS, FL 34275 *e: • • Rersdey: °are: Re °; ,": ALUM. HORIZONTAL ROLLtR WMDOW, I10IPACT • • • F.K. 5/13/06 A ADD SPACE DIMENSIONS ITEMS 66 THRU 77. P.O. BOX 1529 Robert L. Clark, P Drawn e Oahe: Checked By: ° NOKOMIS, FL 34274 V'slGly file, nayuwaat `aid_ e'' a eY PE #39712 F.K. 2/28/06 J.J. 3/23106 sa HR710 " NTS s 6 w 11 4127 -10 RB Structural • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .062 � 1.187 � .040 .738 3.152 I-�- 1.443- 1.373 1 7 3 .062- O SASH STOP COVER � .062 3.090 4 #4053,6063 -T5 1.122 2.710 --►{ � -. -- 2.710 --�{ O FLANGE FRAME HEAD O FLANGE FRAME SILL O FRAME SILL ADAPTER �� -2 7a4 -{ #4102A,6063 -T6 #4136,6063 -T6 #4137,6063 -T6 1.363 1 .062 061 1.16 7 062 13 FLANGE FRAME JAMB ---4--.062 1 �_ ��I #4002A, 6063 -T6 .490 4377 f �1.451� i Fl .461 I-- 1.403{ S AS H 60TOTS O HORIZR RO s RACK 17 FIXED S MEETING RAIL .062 2. 7� .062 2.326 .05 11 � 3 1.187 � 1.349 - - } + 062 L I .678 1.349 �{ 1.081 �- 1.291 1.096 }� ►� 21 SASH TOP & BOTTOM RAIL 32 SASH MTG. RAIL 37 SASH SIDE RAIL 53 GLAZING BEAD, 5/16" pp�rove6 ya a p1x�l witt Mo RWMS # 4133, 6063 -T5 94006D,6063HS -T6 #4126,6063 -TS #40398,6063 -T5 NUA�1 .050 .678 .678 .050 .678 .683 .050 4444SSSS llll��L�- • • • • • • • 1.096 -{� -T 1.096 -1- - T 1.115 • 169.7• • • • • 54 GLAZING BEAD, 5/16" 55 GLAZING BEAD 7/16" 56 GLAZING BEAD, 7/16" 59 GLAZIIM� B,!13M6'! • ••• • #40446,6063 -T5 #4222A,6063 -T5 #985C,6063 -T5 eW067,t6Wd-T5 • • • • • • • • • (USED W/ GRILL KIT) (USED W/ GRILL KIT) •• • ••• ••• • Revstl By: pale: ReWSims: pa Wn' • • Raaatl Br: Dare ReW :Ions: 1070 TECHNOLOGY DRIVE EXTRUSIONS • • • • • • •• • / Z,(i- • FK. 16/77/06 6 NO CHANGE THIS SHEET NOKOMIS, FL34275 "�� • • • °By' Ala: Re °1$1p ^a IATPAC HORIZONTAL ROLLN MUOIN ALUM. , 1 •• • R F.K. 5/73/06 A NO CHANGE THIS SHEET P.O. BOX 1529 Robert L Clark, P.E. aw ey pare: cnecxe°e Dale: NOKOMIS, FL 34274 Visibly Brrre,�`'"1o0e1' wk a & � ° °V ' PE #39712 p. FK. 2/28/06 J.J. 3123106 $e HR716 S Half 7 er 11 4127 - R g Structural • • • • • • • • • • ANCHOR QUANTITIES, XOX (1/4- 1/2 -1/4) WINDOWS TABLE 4 NOTES: GLASS TYPE A,B,C,G,H,I D,E,F,J,K,L 1. ANCHOR TYPES: ANCHOR TYPE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 -412 STEEL SCREWS (G5) & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 2. GLASS TYPES: WINDOW SIZE HEAD & SILL C HEAD & SILL c HEAD & SILL g HEAD & SILL HEAD & SILL g HEAD & SILL g A. 5/16" LAM[ - (1/8" A,.090,1/8" A) W H 4 B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) 53.125x 38.375 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" LAMI- (3/16" A,.090,3/16" A) 48.000 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 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 E. 7/16" LAMI - (3/16" A,.090,3/16" HS) 50.625 1 +C2 +1 +C2 +1 3 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 +C2+1 +C2 +1 3 F. 7116" LAMI - (3/16" HS,.090, 3116" HS) G. 13/16" LAMI IG - 1 18" OR 3/16"A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (118" A,.090,1/8" A) 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 i +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 H. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5116" LAMI - (118" A,.090,1/8" HS) I. 13116" LAMI IG - 1/8" OR 3116"A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1 /8" HS,.090, 1/8" HS) 60.000 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 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 J. 13116" LAMI IG - 1/8" OR 3/16" A, 3116" OR 114" SPACE, 7/16" LAMI - (3116" A,.090, 3/16" A) 63.000 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 1 +C2 +1 +C2 +1 3 K. 13/16" LAMI IG - 1/8" OR 3/16" A, 3116" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3116" HS) L. 13/16" LAMI IG - 118" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 60.000x 38.375 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 +2 +C2 +1 2 48.000 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 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 50.625 1 +C2 +1 +02 +1 3 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 +C2 +2 +C2 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 54.000 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 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 MAX. FROM CO 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +2 +C3 +1 3 25 CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. 63.000 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 +C2 +1 +C2 +1 3 1 +C3 +2 +C3 +1 3 TABLE KEY: 74, 000x 38.375 1 +C2 +2 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 Q X O X 48.000 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +4 +C3 +11 3 �- ANCHOR QUANTITY PER JAMB 50.625 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 HEAD AND SILL ANCHOR QUANTITY. 54.000 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 A CLUSTER OF(3)ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 60.000 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 ANCHOR AT EACH OPERABLE VENT 63.000 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 PLUS(4)ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. 84.000x 38.375 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 48,000 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 (3" MIN. O.C. ANCHOR SPACING) 50.625 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 54.000 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 25 3!4" max. � 60.000 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +G3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 - --3" MIN. - 1 -- + - - - -: - i - -- i i 63.000 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 9 REF, 1 +C3 +2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 X O X 106.375x 38.375 1 +02 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 2 __ ,�- Aypmved ns zuNrl,�m8 wit6� 48.000 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1+03+4+c3+1 3 MTG. RAIL,TYP. As 2 50.625 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4 +C3 +1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS pp/W 54.000 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C4 +4 +C4 +1 3 (SHOWN IN TABLE KEY ABOVE) 60.000 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 3 1 +C2 +3 +C2 +1 3 1 +C4 +4 +C4 +1 3 63.000 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 3 1 +C3 +3 +C3 +1 3 1 +C4 +4 +C4 +1 3 25 314" MAX. C'2 3 C2 l./2" TYP. 111.000x 38.375 1 +C2 +3 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 2 1+ , + + +1 2 1 +C2 +4 +C2 +1 2 • • • • • • • • • • • e I--3 MIN. • • • • • 48 -000 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +03 +4 +C3 +1 3 r - - + - - i -- 0 s • • • • 50.625 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4 +C3 +1 3 9„ REF, X O • • iX • • • • ••• • 54.000 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C4 +4 +C4 +1 �- -- -- - 60.000 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 3 1 +C2 +3 +C2 +1 3 1 +C4 +4 +C4 +1 3 MTG. RAIL, TYR 63.000 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 3 1 +C3 +3 +C3 +1 3 1 +C5 +4 +C5 +1' 3 EXAMPLE CLUSTER W/ QT OF14) ANQFjQR$ • • R"wd By' l7ele' Revisions: Oescnp,�on: • • / • • • • • • • ANCHORAGES /�`1/ i/ • • b [I aeesK 70/17/06 B REVISE ANCHORAGE FORMAT HEAD &SILL CLUSTERS Dare: a "y�ro^ :: 107NOKOMI OL S, F L 34275 r VE P T • F �y� K. NOKGMIL 34275 rk: • • e" ,Ift. Dare ALUM. HORIZONTAL ROLLER WINDOW, IMPACT• • oRan L. Mark, P.P. F.K. 5/13/06 A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. P.O. sox 1529 NOKOMIS, FL 34274 1 c l b eawn e,: o "r" cnacx"e y Berrer PE #39712 Oe�_ s� "i. n e �, F.K. 2/28/06 J.J. ey 3/23/06 se HR770 NT$ 8 "� 11 m" 4127 -10 a 8 Structural • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES XOX 113 -1P3 -113 WINDOWS TABLES NOTES: GLASS TYPE A,B,G,H C,D,E, F,I,J,K, L - ANCHOR TYPE, 2,3, WOOD 2, CONIC 1, CONIC 2,3, WOOD 2, CONIC 1, CONIC 1. ANC ES: & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1 - 1!44" " ELCO ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (GS) to n N w Co 2. GLASS TYPES: Co WINDOW SIZE HEAD & SILL g HEAD & SILL g HEAD & SILL ' m ' HEAD & SILL HEAD & SILL Co HEAD & SILL A. 5116" LAMI - (118" A,.090,1/8" A) W v H a B. 5/16" LAMI - (1/8" A, HS) 48.000x 38.375 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 C. 5/16" LAMI - (118" , 3/16 " A) ) A 48.000 1 +C2 + 1 +C2 +1 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 +C2 +1 +C2 +1 3 LAMI - (3116" " A &,.09 .090,3/16 E. 7116" LAMI - (3116" A,.090, 3116" HS) 50.625 1 +C2 +1 +C2 +1 3 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 +C2 +1 +C2 +1'3 F. 7116" LAMI - (3116" HS,.090,3/16" HS) 54.000 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 +C2+ i +C2 +1 3 1 +C2+1 +C2 +1 3 G. 13116" LAMI IG - 118" OR 3/16"A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (118"A,.090,118 60 000 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 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 H. 13116" LAMI IG - 118" OR 3/16"A, 5/16" OR 318" SPACE, 5116" LAMI - (1/8" A,.090, 1 /8" HS) I. 13116" LAMI IG -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5116" LAMI - (118" HS,.090, 1/8" HS) 61000 l l+C2+1+C2+113 1 +C2 +1 +C2 +1 3 1 +C2 +1 +132 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 J. 13116" LAMI IG -118" OR 3116" A, 3/16" OR 114" SPACE, 7/16" LAMI - (3116" A,.090, 3/16" A) 53.125 x 38.375 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 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) 46.000 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 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 L. 13116" LAMI IG -118" OR 3116'A, 3116" OR 1/4" SPACE, 7/16" LAMI 3/16" HS,.090, 3/16" HS 50.625 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 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 54.000 r,+.2+,+.2+1,3 2 +1 +C2 +1 3 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 +G2 +1 +C2 +1 3 0 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 60.000 2 +1 +C2 +1 3 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 +C3 +1 +C3 +1 3 63.000 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 +C3 +1 +C3 +1 3 HEAD & SILL: 10 112" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 314" MAX. FROM CORNERS 60.000x 38.375 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 - JAMBS: 9" MAX. FROM CORNERS AND 22 112" MAX. O.C. 48.000 1 +C*C2�+ 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 +C2 +1 +C2 +1 3 TABLE KEY: 50.625 t +C 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 +C2 +1 +C2+1 3 X O X 54.000 1 +C 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 +C2 +1 +C2 +1; 3 1 +C3 +1 +C3 +1 3 ANCHOR QUANTITY PER JAMB 60.000 1 +C 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 'I +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 63.000 1 +C2 +1 +C2 +1 3 1 +12 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +t +C2 +1 3 1 +C3 +1 +C3 +1 3 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED 66.000x 38.375 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 ON EACH MEETING RAIL PLUS (1) 48.000 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 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 ANCHOR AT EACH OPERABLE VENT 50.625 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 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 PLUS (1) ANCHORS AT FIXED SECTION. 54.000 1 +C2 +1 +02 +1 3 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 +C3 +1 +C3 +1 3 (9) ANCHORS TOTAL AT HEAD AND SILL. 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +'I +C2 +1 3 1 +C3+1 +C3 +1 3 (3" MIN, O.C. ANCHOR SPACING) 63.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 74.000x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 L+C2 1 +C2 +1 2 1 +C2 +1 +C2 +1 2 25 3/4" MAX. 48.000 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 +C2 +1 3 1 +C2 +1 +C2 +1 3 --� �--3" MIN. 50.625 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 +C2 +1 3 1 +C3 +1 +C3 +1 3 9" REF. 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +CZ +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 3 t +C3 +1 +C3 +1 3 �O X 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 +C3 +1 3 `�_ A ved es 63.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +03 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 +C3 +1 3 WIP11rm6 wpb U8 `v'° 84 -000x 38.375 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 2 1 +C2 +1 +C2 +1 21 MTG. RAIL, TYP ' ® D Zi 48 000 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 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS MOAN - 50.625 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 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 (SHOWN IN TABLE KEY ABOVE) 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 25 3/4" MAX. 63.000 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1+ 3+ 1 1/2" TYF • • • • • • C 1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 3 • I+- 3" MlN• • • • • ♦ • •• 86,437x 38.375 1 +02 +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 - -t - }4 1 -} •• • • • • • 48.000 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 +C2 +1 +C2 +1 3 1 +C3 +t +C3 +1 3 9" REF. O • • 000 • • • ••• • ¢¢II.� •X • • • • • • • 50.625 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 +C2 +1 +C2 +13 1 +C3 +1 +C3 +1 3 -1. _ _ _ • • • ♦ • • • • • 54.000 1 +C2 +1 +C2 +1'3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 MTG. RAIL, TYP. 63.000 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 3 EXAMPLE CLUSTER W1 QT •Y • OF *(4) ANr*4QR5 • !•/ ftaysa By Gale: Revisions' �* =d r " " • • • • • • ftevsd By: oaia: Ra "isw ",: IIIITECHNOLOGY ANCHORA GE SPA C ING,!XOX /31/8 -1/ 3 • • /� � F.K. 10/17/06 B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS NCKOMIS, PL 34275 seie: `! • P ••• �dB a ®; Re "ia�s. �T ALUM. HORIZONTAL ROLL'R WINDOW, IIVIPACI" • F.K. 5/13/06 A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. P.O. BOX 1528 Robert .Clark, RE prawn ey: o "ie Checxed ay. oaie NOKOWS, FL 34274 Visibly t4etter ` "' �"'' Cep "' a "' PE 499712 F.K. 2/28/06 J.J. 3/23/06 $e HR71iJ S LATS Bha "r 11 4127 - ft 8 Structural • •• •• • • • •• •• ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 4 NOTES: GLASS TYPE A,B,G,H C,D,E,F,I,J,K, L 1. ANCHOR TYPES: D ANCHOR TYPE 2,3, WOOD 2, CONIC 1, CONIC 2,3, WOOD 2, CONIC 1, CONIC 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (G5) & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 2. GLASS TYPES: In �_ V) m Q _� m Q J m Q J m Q J m A. 5/16" LAMI - (1/8" A,.090,1/8" A) WINDOW SIZE w u w V) w � w � m w W ' :E w U) Z� B. 5/16" LAMI - (1/8" A,.090,1/8" HS) W v H = ' S as Q = 06 Q = 06 Q = at 1 Q = 06 ' C. 5/16" LAMI - (1/8" H$,.090,1/8" HS) 37.000 x 38.375 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 , 2 1 +C2 +1 2 D. 7/16" LAMI - (3116" A,.090 3116" A) E. 7116" LAMI - (3/16" A,.090,3/16" HS) 48.000 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2+ 13 1 +C2 +1 3 F. 7/16" LAMI - (3116" HS,.090, 3/16" HS) 50.625 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 G. 13116" LAMI IG - 1/8" OR 3116" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" A) H. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3B" SPACE, 5/16" LAMI - (1/8" A,.090, 118" HS) 54.000 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+C2+11 3 I. 13/16" LAMI IG - 1/8" OR 3116" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (118" HS "090, 1/8" HS) 60.000 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 J. 13/16" LAMI IG -1/8" OR 3/16" A, 3116" OR 1/4" SPACE, 7/16" LAMI - (3116" A,.090,3116" A) 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) 63.000 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+C3+11 3 L. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 114" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 48.000 x 38.375 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. Al 50.625 1 +C2 +1 3 1 +C2 +1, 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 54.000 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 18 3/4" MAX. FROM CORNERS. 60.000 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 JAMBS: 9" MAX. FROM CORNERS AND 22 1P2" MAX. O.C. 63.000 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 TABLE KEY: 0 X 53.125x 38.375 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 Q 2 +C3 +2 3 - ANCHOR QUANTITY PER JAMB 48.000 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 50.625 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 HEAD AND SILL ANCHOR QUANTITIES (3) ANCHORS 54.000 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 A CLUSTER OF THEMEETIN CENTERED ON THE MEETING RAIL 60.000 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) 63.000 1 +C3 +1 3 1+C3+11 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 ANCHORS TOTAL AT HEAD AND SILL. 60.000 x 38.375 1 +C2 +1 2 1 +G2 +1 2 2 +C2 +2 2 1 +C2 +1 2 1 +C2 +1 2 2 +C2 +2 2 48.000 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 (3" MIN. O.C. ANCHOR SPACING) 50.625 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 8 314" MAX. 54.000 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 I I � f'^ - 3" MIN. 60.000 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3 - t -- rp *-- e- - -1 - - � O 63.000 1 +C3 +1 3 1 +C3 +1 9 REF. X 3 2 +C4 +2 3 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3 iT 66.000x 38.375 2 +C2 +2 2 1 +C2 +1 2 2 +C2 +2 2 2 +C2 +2 2 1+C2 +1 2 2 +C2 +2 2 All, en a <� "`1S'ngwNO We 48.000 2 +C2 +2 3 1 +C2 +1 3 2 +C3 +2 3 2 +C2 +2 3 1 +C2 +1 3 2 +C3 +2 3 M, G. Q 1 50.625 2 +C3 +2 3 1 +C2 +1 3 2 +C3 +2 3 2 +C3 +2 3 1 +C2 +1 3 2 +C3 +2 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS F 54.000 2 +C3 +2 3 1 +C2 +1 3 2 +C3 +2 3 2 +C3 +2 3 1 +C241 3 2 +C3 +2 3 (SHOWN IN TABLE KEY ABOVE) W, 60.000 2 +C3 +2 3 1 +C3 +1 3 2+C4 +2 3 2 +C3 +2 3 1 +C341 3 2 +C4 +2 3 63.000 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3 2 +C3 +2 3 1 +C3+ 1 3 2 +C4 +2 3 18 314" MAX. 74.000 x 38.375 2 +C2 +2 2 2 +C2 +2 2 2 +C2 +2 2 2 +C2 +2 2 2 +C242 2 1 2 +C2 +2 2 ( 3 M P i •• i i•• ••••• 48.000 2 +C3 +2 3 2 +C2 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C2 +2 3 2 +C3 +2 3 • •• ••••• 9 "REF. • •• • • • • ••• • 50.625 2 +C3 +2 3 2 +C2 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C2 +2 3 2 +C3 +2 3 �� X Imo � F- `a ice •••• •• i J �i ••• •• • • • e• 54.000 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 3 J 60.000 2 +C3 +2 3 1 +C3 +1 3 2 +C4 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C4 +2 3 MTG. RAIL 61000 2 +C3 +2 3 1 +C3 +1 3 2 +C4 +2 3 2 +C4 +2 4 1111 2 +C3+2 3 2 +C4 +2 3 EXAMPLE CLUSTER W/ QTY. (4) -ANCHQRS RBUStl 4y: Dale: ReNSims: vesc'r RB"s'tl er Dare: 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING,VYA WI O S • / • °r �' FK 10/17/06 B REVISEANCHORAGEFORMAT, ,HEAD &SILL CLUSTERS NOKOMIS, FL 34275 P.E. ALUM. HORIZONTAL r1 L • /• • • F.K. ua ma,a de- Hark, F.K. 5/13/06 e A ADO SPACE DIMENSIONS TO GLASS TYPES G THRU L P.O. BOX 1529 s NOKOMIS, FL 34274 V'sib( (3etfer, PE #39712 ��" " o,a,. "er: Dare: enaBxae er. Dare Y ,e..m.+oaec a F.K. Z/28/06 JJ 3/23/06 �HR710 ItlT$ 10 ar 11 R" 4127 - B Structural I S CONCRETE ANCHOR 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY 3KSI CONC. W1#12 HEAD Q WOOD ANCHOR � APPROVED 1/4" ELCO TAPCONS OR 1/4" SSA CRETE -FLEX. MINIMUM DISTANCE FROM (SEE NOTE 1 THIS SHT. W/ #12 HEAD ANCHOR TO CONCRETE EDGE IS 2 ". 1x WOOD BUCK AND NOTE 3 SHTS- 8-10) (SEE NOTE 2 THIS (SEE NOTE 3) SHT. AND NOTE 3 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 2x WOOD BUCK SHTS. 8 -10) ® 1/4" SS4 CRETE -FLEX (SEE NOTE 3) — 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 v' 1� I® - - - } Q INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" 1 3/8" MIN. 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 1/4" - 1/4 6063 -T5 AND A MINIMUM OF 1 /8" THICK, THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX MN ' OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A412 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS DETAIL A DETAIL B MAY BE USED. TYPICAL HEAD SECTIONS 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 2004, SECTION 2003.8.4 (SUPPLEMENT 2005). /� 1/4" MAX. SHIM +{ j 1 318" MIN. < I EXTERIOR INTERIOR F I v (HEAD & SILL DETAILS) i 2x WOOD BUCK Id WOOD ANCHOR W/#12 HEAD (SEE NOTE 3) SEE NOTE 2 THIS SHT. JI ® AND NOTE 3 SHTS. 8 -10)� I CONCRETE ANCHOR IflIEI97VSt31V17 W/ #12 HEAD (SEE zL / /— NOTE 1 THIS SHT. AND I WOOD ANCHOR W/ #12 HEAD �( OTE 3 SHTS. 8-10) (SEE NOTE 2 THIS SHT. AND �� AI INTERIOR NOTE 3 SHTS. 8 -10) i. n, (BOTH JAMB DETAILS) EXTERIOR SHIM SHIM DETAIL E V MAX. MAX. c : _ 1/4 MAX. SHIM -- 1 1 5KSi CMU) OR 114" MIN. ~~ ( PblWodas>»m@gw1� 4' IN. . a ? �t 1 3l8 (3KSI CONCRETE) MIN. 1 3/8" MIN. t ^� _ A M 2x WOOD BUCK CONCRETE ANCHOR W/ #12 HEAD (SEE 3KSI CONC. (SEE NOTE 3) NOTE 1 THIS SHT. AND 1x WOOD BUCK DETAIL C DETAIL D _ NOTE 3 SHTS. 8 -10) v • • (&bF*NCbTE 6) • • • • • • TYPICAL SILL SECTIONS 00 0 •i 0 • 0 • 0 • DETAIL F TYPICAL JAMB SEA -Llg_ ••• •• �� Rev50 By: Dale: Ravisbns: Oeacrlpion: •• • • • • ANCHOR4GEDETAILS• • • • • "G Revse 6y: a!e Reviaum: 1070 OKO .FL 34 751VE • • • • • • F.K. 0 10/]7106 8 REVISE EDGE DIST ,EMBEDMENT& SHT. REFERENCES NOKOMIS. FL 34275 "° • • ' Ra I4, a: ALUM. HORIZONTAL ROLLER W DOW, 6b 1PA CT M., L.tlark, P.E. R " F. K. 0 5/13/06 A ADD NOTE 5. P.0 sa BOX 1529 �a. 1 �a!a °e, . "� rewn By: wro; Oa!e NOKOMIS, FL 34274 Vs[6 Br•[[er PE #3971? 0 F.K. 2/28/06 J.J. 3123106 7- eY HR710 S Hdif 11 w 11 4127 -10 8 Structural ••• • • • ••• • • The following pages were originally attached to plans with the following permit # PAC- -7-09 -Im s MRt>IADE MIAM1 -DAD9 COUNTY, nDMA METRO-DADE FLAGLER BUR DING BUHJMG CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIYL om M1AML FLORIDA 33130 -1563 (305) 375 -2901 FAX (303) 375 -2908 NOTICE OF ACCEPTANCE www bud' iliunecodeontime oom PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the appli ns governing the use of construction materials. The documentation submitted has re w b Miami -Dade County Product Control Division and accepted by the Board of Rules and be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdi 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 aw ance purposes. Ifthis 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, including the High Velocity Hurricane Zone. DESCRIPTION: Series "F600ir Aluminum Fined Window APPROVAL DOCUMENT: Dnm ng No. 550, tided "Aluminum Fixed wm&w, Nutt', sheets 1 through 10 of 10, dated 10!24100, with revision I dated 5/2105, prepared by maru &cturer, signed and sealed by Robert L. Clark, P.E., beanng the Miami-Dade County Product Control Rcnewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dam County Proud Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with hie mancufchoWs 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 pe hnunc a of this produces 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 Da& County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the building Official. This NOA renews NOA # 05- 0775.11 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 06-060L02 ° Zqkadmi Daft Steer 13, 2011 .Apprsvai Datc Aegmt 3,206 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE- EVIDENCE SUBMTMD A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 550, Sheets 1 through 10 of 10, titled "Aluminum Fixed Window, Non - Impact", prepared by manufacturer, dated 10124 /00 with revision I dated 5 /2 /05, signed and seated 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 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4340, dated 09127104, signed and sealed by Edmundo Dada, P.E. (Submitted under NOA # 84- 1104.02) 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 along with marked up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4339, dated 09/27 /04, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA # 04-.1104.02) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F71,43109, dated 8/1/03, signed and sealed by Joseph C. Chan, PE. (Submitted under NOA # 044114.82) 4. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 00141, dated 09/27/00, signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA # 04- 1104.02) C. CALCULATIONS 1. Anchor Calculations and structural al analysis, complying with FBC -2004, prepared by manufacturer, dated 7/18105, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300-98102 (Submi" under NOA # 85- 0723.11) 2. Anchor Calculations, ASTM E1300, and analysis, prqxnW by PGT Industries, dated 1/8/04, signed and sealed by Robert L. Clark, P.E. ( Submitted under NOA # 04-1104.02 P.E. Prey L Centnil I Ng 1.92 Ewe Dam 13, 2011 Apprend Date: Aagowt 3, 2006 E -1 PGT Ludastries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Mami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of no financial interest, dated May 30, 2006 signed and sealed by Robert L. Clark, RE, 2. Statement letter of Code Compliance issued by PGT Industries on May 30, 2006 signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 0725.11, issued to PGT Industries, Series "F+680a" Aluminum Fixed Window, approved on 09122105 and expiring on 09/13106. PgreRIFAL Prodwt CoulM kuphier NOA No 06WO1.02 Date: Stpkaber 13, 2011 Approval Deft Ate# 3, 2006 E -2 A SECTION DETAILS SEE SHEET 5 B HEXAGON � e I I �''- -'"� DETAIL G 60" BETWEEN FLATS FULL CIRCLE I ( SEE SHT. 8 Maximum Area 21.65 sq. ft. 060" Maximum Area 19.64 sq. ft. ARCH. 60" x 120" P140911 RV4 N✓P 0 ELLIPTICAL - &Kag ; rdo at.rt:c Maximum Area 47,32 sq. ft. rtutte�: FAN ncre;,t -��o .02 120" x 48 ", a tte "e��,..ab 611 120" x 55" Maximum Area 31.46 sq. ft. Maximum Area 35.20 sq. ft. vsd :Dote: R- viNOns: i K. 6 2 OB I —NO CHANGE THIS SHEET NOTES: NON — IMPACT WINDOWS (TEMPERED GLASS SHTS. 1 & 2) R .K. y' 11 0s HWNO CHANGE THIS SHEET Reed By. Dote: R- vieroou 1.) GLAZING OPTIONS: 3116" TEMPERED OR I.G. GLASS (3116'7, AIR SPACE, 3116'7. SEE GLAZING DETAILS SHEET 8. F.K. 1 121 06104 G —ADD FTL -4340 TO NOTF 7 114" TEMPERED GLASS MAY BE SUBSTITUTED FOR 3/16 TEMPERED] Revell By: Do tog Revillwo; 2.) CONFIGURATIONS a F.K, 10 I4 04 F —ADD I.G. GLASS OPTION do UPDATE NOTES 3.) FOR DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS ON SHT. 9 OF 10, W- J.J. Dot ''10 /24/00 4.) SEE SHEET 9 OF 10 FOR ANCHORAGE SPACING AND SHEETS 5 & 6 T Dseedptron: OF 10 FOR ANCHORAGE DETAILS. DU ELEVATIONS, 3116"T & TEMPERED I.G. GLASS 5.) MIAMI —DADS COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI —DADS .�; COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. 6.) SEE DETAILS C, 0 & E ON SHEET 8 OF 10 FOR CORNER ASSEMBLY. � /� ALUMINUM FIXED WINDOW NON — IMPACT Z) REFERENCE TEST REPORTS: FTL -2818, 2819, 2820, 3853, 4339 & 4340. bed . Cl-d:, P.E. sedes/Model: soot -: s liest: Ora -I q No. Rev: 1070 TECHNOLOGY OR" P.O. 80K 1529 8.) F -6000 MAY ALSO BE REFERRED TO AS F6000, PW6000 OR AR6000. &ucturw NOKOMIS, FL 34275 NOKOMIS. FL ]4274 F -6000 NTS 1 0 550 I f TRAPEZOID EYEBROW x 60" QUARTER CIRCLE 60" x 120" Maximum Area 49.90 sq. ft. Maximum Area 43.75 sq. ft. 68" x 68 Maximum Area 25.22 sq. ft. - / \ I PR O DUCT 1RENFWED / an. pty;nn wtts tae moans aot s ng Cow / \ A«eptsn V No. z 7/ RECTANGL °°°° $y 60" x 120" Mtao sat OCTAGON Maximum Area 50.00 sq. ft, 60 " x 60 " Rend te, R.WWone: Maximum Area 20.71 sq. ft. F.K 512105 I — NO CHANGE THIS SHEET ved IV Mwefone, F.K 1 17 05 _ H—NO CHANGE THIS SHEET HA LF CIRCLE DY: Da Rine: F K. f 2 06 04 G— CORRECT EYEBROW DIMENSIONS 120 " x 60 " �' °° "` Rowakne: F.K. 101 14104 F— REMOVE REDUNDANT NOTATIONS Maximum Area 39.27 sq, ft. °raw" Dr. x,11, Date: 10124100 /' Dse�NpOOn: / � ✓ � I I RA ELEVATIONS, 3 116"T &TEMPERED 1. G. GLASS Tltl.: ,5; /PL,018d�P.E. � ALUMINUM FIXED WINDOW, NON — IMPACT Ro do: Sheet: Dro mq No. Rev: E MUM 1070 TECHNOLOGY 75 P.O. BOX 1529 T $IN ure1 NOKDMt,^x FL 34275 NOKOMIS, FL 34274 f -6000 TS 2 °�j 0 550 1 i / A SECTION DETAILS SEE SHEET 5 HEXAGON e I ( e 48" BETWEEN FLATS DETAIL C FULL CIRCLE I I SEE SHT. 8 Maximum Area 13.86 sq. ft. 048" Maximum Area 12.57 sq. ft. A— / ARCH. 37" X 74" PRODUCT RFNMI70 FAN ELLIPTICAL Maximum Area 17.99 sq. ft. waemplfingw4htho"Orkin BaklIr"I c0dc 74" x 36" 74" x 36" Maximum Area 14.53 sq. ft. Maximum Area 14.42 sq. ft. w.d 9 t.; R.vleione: FK. 5 ? 05 1 —NO CHANGE THIS SHEET NOTES: NON -- IMPACT WINDOWS (ANNEALED GLASS SHTS. 3 & 4) FK.� 111 05 H' -- "C ORRECT TEST REPORT NUMBERS Revd oh: Rwieione: 1.) GLAZING OPTIONS: 3116" ANNEALED OR I.G. GLASS (3/16'A, AIR SPACE, 3116 SEE GLAZING DETAILS SHEET 8, F.K. 121 061 04 G —NO CHG THIS SHT (114" ANNEALED GLASS MAY BE SUBSTITUTED FOR 3116" ANNEALED) Roved :Date: RsNeiane: 2. ) CONFIGURATIONS: 0 1 .K, 10 14104 F —ADD W. CLASS OP710N & UPDATE NOTES Drown y: Dote; 3,) FOR DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS ON SHT 10 OF 10. J.J. t0/24/00 4.) SEE SHEET 10 OF 10 FOR ANCHORAGE SPACING AND SHEETS 5 & 6 D.earr�:wn: OF 10 FOR ANCHORAGE DETAILS. / ELEVATIONS 3116'A & ANNEALED I.G. GLASS 5.) MIAMI —DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI —DADE nue: COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. y o zo 6.) SEE DETAILS C, D & E ON SHEET 8 OF 10 FOR CORNER ASSEMBLY. ALUMINUM FIXED WINDOW, NON—IMPACT 7.) REFERENCE TEST REPORTS: FTL -2748, 2756, 2758, 3853 & 4340. N, P A, serlee/Model: seder m eet: Orowwin9 No. Rev: 1070 TECHNOLOGY ORIVf P.O. BOX 1529 8.) F -6000 MAY ALSO BE REFERRED TO AS F6000, PW6000 OR AR6000. st��ma NOKOMIS, FL 34275 NOKOMIS, FL 3a27a F -6000 NTS 3 af10 550 1 37" I / TRAPEZOID EYEBROW 74" x 37" QUARTER CIRCLE 37" x 74" Maximum Area 18.90 sq. ft. 58" x 58" Maximum Area 14.26 sq. ft. _ Maximum Area 18,35 sq. ft. / / = RENEWED / ay camdyiog wlt4 the FI#cidn Bolding l Cad® / WWI RECTANGLE 74" x 37" OCTAGON Maximum Area 19.01 sq. ft. 48 x 48 " Rewd V. D it on Revhlcner Maximum Area 13.26 sq. ft, ,ate. 05 olon CHANGE THIS SHEET F.K. 47 03 H —NO CHANGE THIS SHEET HALF CIRCLE Ir Revft "nt F.K. 12 06 04 G— UPDATED EYEBROW MAX. AREA eve H: Rowolons: 74 x 37" FK. 10 1 4 04 F— REMOVE REDUNDANT NOTATIONS Maximum Area 14.93 sq, ft. G omWn sr. J.J. Date: 10124100 D"e 1ptlon: INDUSTM ELEVATIONS, 3116':4 & ANNEALED I.G. GLASS . Rth: •7' ALUMINUM FIXED WIN NON— IMPAC Robert L. Cl.*, P.E. SeHwlWdel; Scale: Sheet: Orawln9 No., Rsv: PE #59712 1070 TECHNOLOGY DRIVE P.O. BOX 1329 i Shuctunl NOKOMIS, FL 34275 NOKOMIS, FL 54274 F -6000 I NTS1 4 al Q 550 ,( 1 114" 114" SHIM MAX. ! T 1 MIN. 1 114" 11 12 a ;! MIN. SEE NOTES 5 0 I. G, GLASS t 1/4" , MAX. 9g111(iIB imam 2 SHIM MAXIMUM WIDTH SEE SHEETS 1 THRU 4 � TERIDR INTER SEE NOTE 3 i4 r i a ' TER10 R S ECTION B —B TYPICAL INSTALLATION INTO CONCR (1x WOOD BUCK SHOWN) MAXIMUM HEIGHT NQTES 1. MAXIMUM OVERALL DIMENSIONS ARE APPLICABLE TO SECTIONED ARCHITECTUAL SHAPES. SEE SHEET 1 THRU 4 ANCHORAGE METHODS ARE APPLICABLE TO ALL SHAPES AND GLASS OPTIONS SHOWN ON SHEETS 1 THROUGH 4 OF 10. 2. REFERENCE TEST REPORTS: FTL- 2818, FTL- 2819, FTL -2820, FTL -2748, FTL -2756, FTL -2758, FTL -3853, FTL -4339 & FTL -4340. J. FOR CONCRETE APPLICATIONS IN MIAMI —DADE USE ONLY MIAMI —DADE COUNTY APPROVED 8 7 114" TAPCONS (HEX HEAD SHOWN, ALTERNATELY MAY USE THE 114" TAPCON W/ 112 FLAT HEAD, C'SINK REQUIRED). 4. FOR WOOD APPLICATIONS 114" SS4 CRETE —FLEX OR 114" TAPCONS ARE APPROVED FOR USE 0 IN PLACE OF J12 SCREWS. WOOD BUCKS DEPICTED IN THE SECTIONS ON THESE PAGES AS 1x ARE BUCKS WHOSE TOTAL PRODUCT RENEWED THICKNESS 1S LESS THAN 1 1/2 ", Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED ■ wlaue Plus Florida 12 SEE NOTE 3 11 a 0 talda ceao DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. AetephaaeoNo INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS 4xpl.xdoSU®au 11 APPROVED BY AUTHORITY HAVING JURISDICTION, 6. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 —T5 AND B p I. G. GLASS QA MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO utr ■ PROVIDE FULL SUPPORT TO THE WINDOW SIMILAR TO THAT SHOWN IN THE DETAILS ON THESE SHEETS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 112 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, wd Y tat Rewelone: THE PRESSURES AND ANCHOR SPACING SHOWN ON SHEETS 9 AND F.K. 5 2 08 I— UPDATE ANCHORAGE NOTES 4, 5 & 6 10 FOR #12 SCREWS MAY BE USED. Rewd H: Rewalone: SEE NOTES 5 0 7. SEE ALTERNATE ANCHORAGE METHODS ON SHEET 6 OF 10. FK .1417105 H —NO CHANGE THIS SHEET 8. SEE SHEETS 9 AND 10 FOR APPROPRIATE ANCHOR SPACING. Rs .K G— F, � 12106104 G —NO CHIC THIS SHT 't'.';, •�: d :Oo RewaJons: r. ,• 101 04 F —ADD I.G. OPTION AND UPDATE NOTES -r wn Rr J.J. o■a. /24/00 DeserfpNOn: SECTIONS LVZ ANCHORS OUTSIDE BEAD SECTION A —A (D PICAIL G( ALUMINUM FIXED WINDOW, NON - IMPACT INSTALLATION INTO CONCRETE Ox WOOD BUCK SHOWN R rtL. Clerk, P.E. I S.dee /Modal: Sco e: SMet: pywl p No. Rev; PE #39172 1070 TECHNOLOGY DRIVE P.O. BOX 1529 T Strucmrei NOKOMIS, FL 34275 NOKOMIS, FL 34274 F -6D� NTS 5 - 10 550 1 2 2 2 1 1 1 114" MAX MAX, MAX. 581M SHIM �SHIM E XTERIOR ALL 7 ° 1 114" 1 112 ° ° MIN. MIN. ° e e a RETE u !° . • 2x WOOD BUCK CONC SCREW THROUGH BEAD TAPCON THROUGH BEAD ° CONCRETE, lx WOOD 2 2 TAPCON UNDER BEAD PRODUCT RRMMRD as compl2ins wllb the Plolida NOTES 1. NOTES 3 THROUGH 7 ON SHEET 5 OF 10 APPLY TO APPLICABLE Belding Coda 1 1 ALTERNATE INSTALLATION METHODS, ALTERNATE INSTALLATION METHODS Acreflmepe O I i/4" 1/4' APPLY TO ALL GLASS OPTIONS AND ARCHITECTUAL SHAPES. r ---- ) iAft MAX. MAX* ALTERNATE INSTALLATION METHODS APPLY TO HEAD, SILL AND JAMBS. O.Y aw9 SHIM SHIM 3. SEE SHEETS 9 AND 10 FOR APPROPRIATE ANCHOR SPACING. pi oad te: Revldone: ^^��'' K S 05 I —NO CHANGE THIS SHEET Raved fe: H— N FFA , 1 17 OS H — CHANCE THIS SHEET' Raved a ReNNona: 1 !/2" 1 1/2" F.K. 12 OB 04 C —N0 CHC THIS SHT MIN. MIN. wed . D° •: R.NNone: F.K. 10 14 04 F REDRAW ALTERNATE ANCHORAGE SHEET. -�-, DoW101241 Deawlptlan: ALTERNATE ANCHORAGE DETAILS rw: 5� ALUMINUM FIXED WINDOW, NON- IMPACT 2x WOOD BUCK 2x WOOD BUCK L q p,E, Series /Afodel: ScNe: Sheet: Dwwinq Na Rev: _SCREW OUTSIDE BEAD SCREW UNDER BEAD PEM39712 1070 TECHNOLOGY DRNE P.O. Box 1529 T Shacwml NOKOMIS, FL 34275 NOKOMIS. FL 34274 F -61 NTS �7 °I�O 550 1 MK. PART # DESCRIPTION VENDOR VENDOR # 050 250 1 66389 FRAME HEAD, SILL & JAMB ALUMAX OR = AF -8342 2 61 168 U- CHANNEL GLAZING BEAD ALUMAX OR = AF-1168 3 7834 #8 x 314 PN. PH. SMS SPENCER OR = 4 SILICON BACK BEDDING DOW CORNING #899, #995 OR #983 5 61308K CLOSED CELL FOAM TAPE TAPE SPECIALISTS OF FL OR = 7 0 606,3-T4 6 6SM55W SEAM SEALER SCHNEE/MOREHEAD OR = SM5504 7 3116" ANNEALED GLASS, PGT OR EQUAL FRAME CONNECTOR 8 3116" TEMPERED GLASS, PGT OR EQUAL 9 7PWSW #6 x 718 FL. PH. TEK SPENCER OR = 10 513 ARCHITECTURAL FRAME CONNECTOR 6063 -T4 ALUM. 6513M . 735 11 ANNEALED I.G GLASS (3 /16'X, AIR SPACE, 3110) 12 TEMPERED I.G. GLASS (31167, AIR SPACE, 31167) .500 . 055- -" �— 7 �2 6063 -T5 GLAZING BEAD i- -ww- -1 VISIBLE LIGHT CALCULATION WINDOW WIDTH "TIP TO TIP" - 2.688" PRODUCFRRNEWBD as LJ / WINDOW HEIGHT "TIP TO TIP" - 2.688" Balding Code lah the FlmMr No. Qqn=1 W I ! ABBsyy Iintbn Da a 1x 1 7 _344 3`1""1" Rswd By: O° R*Wsbns: O6Z F. K, 512105 1 —NO CHG THIS SHT Revsd Sy. Dotw ReWsions.' F, K. i 17 05 H — NO CHO THi5 SHT ved Rovieions: P. K. 12106104 G — NO CHG THIS SHT Roved OY, Date: ftvW ns: FK, . 10114104 F — UPDATE NOS. 1, 4 7 k 10 AND ADD iTERS N & 12 2 .000 Drown er- J.J. Dote. 10124100 Drsen'ption: 606,3-T5 EXTRUSION PROFILES & PARTS LIST ors ng.: FRAME S ALUMINUM FIXED WINDOW, NON - IMPACT n L. park. P.E. 1070 TECHNOLOGY MV P.O. 60X 1529 Se roe /Model Sc°le: Sheet: Drawing No. Rw; PE #39712 T gy„� NOKOMIS, FL 34275 NOKOMI$ FL 34274 F -6000 S 7 ° 550 / ~ ' 3116 ANNEALED ----AIR SPACE 3116" TEMPERED AIR SPACE 10 GLASS TYP, (2)_ GLASS TYP (2)_ Q 5 GLASS 9 GLASS ' L i 11 !l SEAM SEALER DETAIL Q N SILICON KEYED CORNER ASSEMBLY .GLAZING DETAIL GLAZING DETAIL 7 � J116 ANNEALED OR WELD TEMPERED GLASS SEAM SEALER u Code *ILA SEAM SEALER 90' SCREWED CORNER ASSEMBLY M , VIA ct SILICON V F K —NQ CHANGE THIS SHEE7 WELDED CORNER ASSEMBLY MONOLITHIC GLASS 3;ww; By. I/J. Date; 10124100 GLAZING & CORNER DETAILS REFERENCE TEST REPORTS: ALUMINUM FIXED WINDOW, NON—IMPACT E#3i;712 1070 TECHNOLOGY DRAt © 1 NEGATIVE DESIGN LOADS BASED ON COMPARATIVE ANALYSIS AND GLASS TABLES ASTM E 1300 -98. 2. POSITIVE DESIGN LOADS BASED ON WATER PRESSURE AND GLASS TABLES ASTM E 1300 -98. J. DESIGN PRESSURES UNDER 40 PSF NOT APPLICABLE IN MIAMI -DADE COUNTY. 4, ANCHORAGE: A. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. B. 119 SCREWS - WINDOW LONG NENSION- TO DESIGN PRESSURE OF 16.6 PSF - 26 114 MAX. FROM CORNERS AND 22 112" MAX. O.C. OVER 16.6 AND TO 25.0 PSF - 22 112" MAX. FROM CORNERS AND 15" MAX, O.C. OVER 25,0 AND TO 40,0 PSF - 19" MAX, FROM CORNERS AND 9 318" MAX. O.C, OVER 40.0 TO FULL DP - 16 114" MAX. FROM CORNERS AND 6 3/8" MAX. O.C. C. 012 SCREWS - WINDOW. SHORT DIMENSION: TO DESIGN PRESSURE OF 16.6 PSF - 15" MAX. FROM CORNERS AND 30" MAX, O.C. OVER 16.6 AND TO 25.0 PSF - 15" MAX. FROM CORNERS AND 15" MAX. O.C. OVER 25.0 AND TO 40.0 PSF - 15" MAX. FROM CORNERS AND 10 314" MAX. O,C. OVER 40.0 TO FULL OP - 15" MAX. FROM CORNERS AND 6 314" MAX. O.C. D. 114" TAPCONS - WINDOW. LONG DIMENSION: a TO DESIGN PRESSURE OF 24.3 PSF - 26 114" MAX. FROM CORNERS AND 22 112" MAX. O.C. OVER 24.3 AND TO 36.5 PSF - 22 112" MAX. FROM CORNERS AND 15" MAX. D.C. OVER 36.5 TO FULL DP - 19" MAX. FROM CORNERS AND 9 3/8 MAX. O.C, E. 1/4" TAPCONS - WINDOW. SHORT DIMENSION: TO DESIGN PRESSURE OF 24.3 PSF - 15 MAX. FROM CORNERS AND 30" MAX. O.C. OVER 24.3 AND TO 36.5 PSF - 15" MAX. FROM CORNERS AND 15" MAX. OX, OVER 36.5 TO FULL DP - 15" MAX. FROM CORNERS AND 10 314" MAX. O.C. Table 1. COMPARATIVE ANALYSIS GLASS: 3/16" TEMPERED OR TEMPERED I,G.(3/16'7, SPACE ,3/16 "T) TEST REPORTS: FTL -2818, FTL -2819, FTL -2820, FTL -3853 & FTL -4339 WINDOW WINDOW HEIGHT WIDTH 26.000 39.000 51.000 60.000 19.125 +100.0 -135.0 +100.0 -135.0 +100,0 -135.0 +100.0 -135.0 24.000 +100.0 -135.0 +100.0 -135.0 +100.0 -135.0 +100.0 -135.0 PRODUt.°1' RENEWED a eompting wltb as Flatlda 26.800 +100.0 -135.0 +100.0 -135.0 +100.0 -135.0 +100.0 -135.0 Debuagcedo 37.000 +100.0 -135.0 +100.0 -135.0 +100.0 -135.0 +100.0 -135.0 gi aD 1� 48.000 +100.0 -135.0 +100.0 -135.0 +90.6 -90.6 +90.6 -90.6 1 60.000 +100.0 -135.0 +100.0 -135.0 +80.3 -80.3 +58.0 -58.0 97.000 +100.0 -135.0 +78.9 -78.9 +77.2 -77.2 +58.0 -58.0 � R.Ws7au: 111.000 +100.0 -122.9 +69.6 -69.6 +63.0 -63.0 +58.0 -58.0 f.K. S , 05 1- UPDATE NOTES AND ANCHORAGE aved RaWatons: 120.000 +100.0 -112,6 +65.5 -85.5 +55.8 -55,8 +57.3 -57.3 F.K. r 17 os H - NO CHG THIS SHT Wa s: RovWons: F,K, 12106104 G - NO CHG THIS SHT ovsd , ta: Rowslonst F.K. 10 14 04 F- UPDATE NOTES ANCHORAGE & ADD I.C. GLASS OPTION Omwo er J.J. Da te: 10124100 Doscrfptfan: INDU STR DESIGN PRESSURES, 3 J 6'7 & TEMPERED I.G. GLASS P .E. ALUMINUM FIXED WINDOW, NON - IMPACT R. Pobe r11�10 ORIVE P.O. BOX 1529 PE #39712 T Structural OM, F. 34275 NOKOMIS, FL 34274 F -6000 NTJ 9 -f10 550 1 Table 2. COMPARATIVE ANALYSIS NOTES 0 1. NEGATIVE DESIGN LOADS BASED ON COMPARATIVE ANALYSIS AND GLASS TABLES ASTM E 1300 -98, GLASS: 3/16" ANNEALED 2. POSITIVE DESIGN LOADS BASED ON WATER PRESSURE AND GLASS TABLES ASTM E 1300 -98, TEST REPORTS: FTL -2748, FTL -2756, FTL -2758, FTL -3853 3. DESIGN PRESSURES UNDER 40 PSF NOT APPLICABLE IN MIAMI -OADE COUNTY. 4. ANCHORAGE: AND FTL -4340 A. THE 33 11JX STRESS INCREASE HAS NQ I BEEN USED IN THE DESIGN OF THIS PRODUCT. WINDOW WINDOW HEIGHT B. Z12 SSOZWS - WINDOW. LONG DIMENSION. TO DESIGN PRESSURE OF 21.9 PSF - 23" MAX. FROM CORNERS AND 30" MAX. O.C. WIDTH 26.000 37.000 OVER 21.9 TO FULL DESIGN PRESSURE - 15 3116" MAX. FROM CORNERS AND 11 13116" MAX. FROM CORNERS. C. 112, SCREWS - WINDOW. SHORT DIMENSION: 19.125 +100.0 -120.0 +100.0 -115 TO DESIGN PRESSURE OF 21,9 PSF - 18 112" MAX. FROM CORNERS. (1) ANCHOR REQUIRED ON WINDOW CENTERLINE. 24.000 +95.1 -95.1 +85.7 -85.7 OVER 21.9 TO FULL DESIGN PRESSURE - 15" MAX. FROM CORNERS AND 10 314" MAX. O.C. D. 114" TAPCON5 - WINDOW. LONG DIMENSION: 26.500 +81.0 -81.0 +77,4 -77.4 TO DESIGN PRESSURE OF 32.0 PSF - 23" MAX, FROM CORNERS AND 30" MAX. O.C. 37.000 +78.6 -78.6 +40.0 -40.0 OVER 32.0 TO FULL DESIGN PRESSURE - 15 3116" MAX. FROM CORNERS AND 11 13116" MAX. FROM CORNERS. C. 114 TAPCONS - WINDOW. SHORT DIMENSION: 48.000 +59.2 -59.2 +40.0 -40.0 TO DESIGN PRESSURE OF 32.0 PSF - 18 112" MAX. FROM CORNERS. (1) ANCHOR REQUIRED ON WINDOW CENTERLINE. 53.125 +53.6 -53.6 +40.0 -40,0 OVER 32.0 TO FULL DESIGN PRESSURE - 15" MAX. FROM CORNERS AND 10 314" MAX. O.C. 60.00 : " -'- +48.4 -48.4 +37.0 -37.0 74:000. +42.2 -42.2 +28.9 -28.9 e, Table 3. COMPARATIVE ANALYSIS GLASS: �4NEALED I.G.(3 /16 "A, AIR SPACE, 3/16 "A) TEST REPORT'S: FTL -2748, FTL -2756, FTL -2758, FTL -3853 AND FTL -4340 WINDOW WINDOW HEIGHT WIDTH 26.000 37.000 19.125 +100.0 - 150.0 +100.0 -150.0 24.000 +100.0 -150.0 +100.0 -150.0 a tl o eottl nrtwso mw with Mtl A1oft 26.500 +100.0 -150.0 +100.0 -139.4 sahfangaea® AolepPOaw No � Fralb Wte 37.000 +100.0 -141.6 +82,5 -82.5 sy 48.000 +100.0 -106.5 +82.5 -82.5 53.125 +96.4 -96.4 +75.8 -75.8 d : 60,000 +86.0 -86.0 +66.6 -66.6 F.K. 5 05 1- UPDATE ANCHORAGE tr CORRECT TABLE 3, 26" H - DP Rand By. 74.000 + 6.2 -66. +51.2 -51.2 F.K. 47 05 H" O. CHG rN�S SHT and Revlelone: (n F.K. 12 06/04 G - NO CHG THIS SHT Rend W. Oa Revlalonm F. , 101141041 F- UPDATE NOTES ANCHORAGE & ADD to, GLASS OPAON rows � J.J. 0ot..10 /24100 1140USTRIES DESIGN PRESSURES, 51 10 & ANNEALED I.G. GLASS - °G ALUMINUM FIXED WINDOW, NON- IMP Robert L. Clar P.E. Sartae/Model: Scala: Sheet: t -IN No. Rav: PE #33712 1070 TECHNOLOGY DRIVE P.O. BOX 1529 T T stn kI al NOKOMIS, FL 34275 NOKOMIS, FL 34274 F -6000 N I S lo a Q 550 1 f M AM � MIAMI DADE COUNTY, FLORIDA UM FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 141 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIMION MIAMI, FLORIDA 33130 -1563 (305) 375 -2401 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www. de-euv/bu1kUnacode PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the 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, including the High Velocity Hurricane Zone. DESCRIPTION: Series HR 610 Aluminum Horizontal Roller Window — NJ. APPROVAL DOCUMENT: Drawing No. 4127 -20, titled "Alum. Horizontal Roller Window, Non - Impact", sheets 1 through 12 of 12, prepared by PGT Industries, dated 03122/06, with revision "B", dated 04/01/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer`s name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0327.04 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 07 -0815.08 Ne Expiration Date: July 27, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4127 -20, titled "Alum. Horizontal Roller Window, Non - Impact' sheets 1 through 12 of 12, prepared by PGT Industries, dated 03/22/06, with revision "B ", dated 04 /01/07, 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 PA 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1(b) and TAS 202 -94 Along with marked -up drawings and installation diagram of an aluminum horizontal sliding window (OX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5005, dated October 05, 2006, signed, sealed and dated November 08, 2006 by Edmundo Largaespada, 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 PA 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1(b) and TAS 202 -94 Along with marked -up drawings and installation diagram of an aluminum horizontal sliding window (OX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4857, dated March 08, 2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-0327.04) 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) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of an aluminum horizontal sliding window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4860, dated February 08, 2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0327.04) Manuel P .E. Product Control er NOA No 07 15.08 Expiration Date: July 27, 2011 Approval Date: January 03, 2008 E -1 r PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations, and structural analysis, dated 08/10/07, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E130"2 D. QUALITY ASSURRANCE 1. Miami -Dade County Building Code Compliance Office E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated 08/10/07, signed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5005, issued by Fenestration Testing Laboratory, Inc., dated 113/08/06, signed and sealed by Edmundo Largaespada, P.E. 3. Laboratory compliance letter for Test Reports No.'s FTL - 4857 and FTL- 48609, issued by Fenestration Testing Laboratory, Inc., dated 03/09/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0327.04) G. OTHERS 1. Notice of Acceptance No. 06- 0327.04, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Non - Impact", approved on 07/27/06 and expiring on 07/27/2011. Manuel P P.E. Product Control er NOA No 07- 0815.08 Expiration Date: July 27, 2011 Approval Date: January 03, 2008 E -2 GENERAL NOTES: NON - IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: A. 3/16" ANNEALED GLASS 21 50 B. 3/16" TEMPERED GLASS C. 114" ANNEALED GLASS 57 1/Y' NOM. GLASS SITE D. 114" TEMPERED GLASS —7 E. 13/16" I.G., 1/8" ANNEALED OUTBOARD, 9/16" AIR SPACE, 1/8" ANNEALED INBOARD S1 H EED 81 NOA DRAWING MAP F. 13/16" I.G., 1 /S" TEMPERED OUTBOARD, 9/16" AIR SPACE, 1/8' TEMPERED INBOARD – � r I I -- 3/16' ANNEALED OR SHEET G. 13/16" I.G., 3/16" ANNEALED OUTBOARD, 7/18" AIR SPACE, 3/18" ANNEALED INBOARD TEMPERED GLASS GENERAL NOTES ............. 1 GLAZING DETAILS...... ......1 H. 13/18" I.G., 3/18" TEMPERED OUTBOARD, 7/16" AIR SPACE, 3116" TEMPERED INBOARD 3/16" MONOLITHIC GLASS DESIGN PRESSURES....... 2.4 ELEVATIONS ..................... 5 I. 13/16" I.G., 3/10" ANNEALED OUTBOARD, 1/2" AIR SPACE, 1/8" ANNEALED INBOARD VERT. SECTIONS ............. 6 HORIZ. SECTIONS............ 6 J. 13/18" I.G., 3/16" TEMPERED OUTBOARD, 1/2" AIR SPACE, 118" TEMPERED INBOARD PARTS LIST ....................... 7 21 60 EXTRUSIONS .................... 8 2, CONFIGURATIONS: OX, X0, XOX CORNER DETAIL .............. 6 ANCHORAGE .................... 9.12 ® 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 2 THROUGH 4) 112" NOM. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. 57 GLASS SITE B, POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. C. DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI -DADE COUNTY, 51 82 OR 83 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. �1/4" ANNEALED OR SEE SHEETS 9 THROUGH 12 FOR ANCHORAGE DETAILS. TEMPERED GLASS 5. MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI -DADE AND WHERE IMPACT 1 /¢ MONOLITHIC GLASS RESISTANCE IS REQUIRED, 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7, REFERENCES: TEST REPORTS FTL -4867, FTL -4860 AND FTL -6005. 21 e ® ELCO TEXTRON NOA: 04 -0721.01, 03 -0226.06 ANSI /AF &PA NOS -2001 FOR WOOD CONSTRUCTION prnrnJ , 1ut tsaD ADM -2005 ALUMINUM DESIGN MANUAL Buildi�:g - Cn3c 6. SERIES/MODEL DESIGNATION HR610, PREVIOUSLY REFERRED TO AS HR710. 1/2" NOM. Acceptancc No - .0$ 58 GLASS SITE !1 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2004 '.( ® FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 52 I DIV PftrodorA C 84, 85, 86, 87, 8$ OR 89 1/8" OR 3116" ANNEALED OR TEMPERED GLASS 7/16 ", 1/2' OR 9118" AIR SPACE bi 6 J 1 /8" OR 3 /18" ANNEALED OR TEMPERED GLASS NM" °.Irl 41 g, ' 3/10" 13/16" INSULATED GLASS R."m Oak C , 1070TECHNOLOOYdtIVE F.K 4/ltV7 B NOKOM GENERAL NOTES, FLANG &'�N I'EtSi�CN 8 O I& FL 34176 ir" IsRo OW FK W12AM ft" AODAIR SPACE DMA N07E f TECK REF. NOTE 73 NOTE A P.O. wx lase ALUM. HORIZONTAL ROLLER WIND NON-IM L. Clark, P.E. pRR p"y NOKOM16, FL 34274 FK 2117106 J.J. R�17/6B �' �` wr67o NTS 9 + 12 0727 - g S XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) TABLE 1. WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 24' 38" 38 818" 1 60 618" 64 83" A,E,I +75.0 460.0 +75.0 -160.0 +76.01-131,21 +75,0 -123.1 +75.0 -88.7 +76.0 -82.1 +75.0 1 -76.2 +67.6 -87.6 +65.0 465.0 'a „ C +75.0 -150.0 +75.0 -150.0 +75.0 •146.2 +75.0 -133.9 +75.0 -100.0 +75.0 -93.5 +75.0 -86.4 +75.0 -76.0 +71.7 -71.7 B,D,F,H,J +76.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 •150.0 +75.0 -150.0 +75.0 •150.0 +75.0 -150.0 +75.0 -142.5 +75.0 •134.4 G +75.0 •150.0 +75.0 -160.0 +75.0 -150.0 +75.0 -150.0 +76.0 -137,5 7930 -128.6 +75.0 -118.8 +76.0 -104.5 +75.0 418.6 A,E,I +75.0 -160.0 +75.0 -160.0 +75.0 -119.8 +75,0 -109,4 +75.0 -82.7 +76.0 •78.7 +73.2 -73,2 +63.1 433.1 +68,8 58.6 631/8" C +75.0 -150.0 +75.0 -150.0 +75.0 -137.7 +75.0 -125.7 +75.0 -93.0 +75.0 -88.8 +75.0 -80.0 +70.2 -70.2 +66,1 56.1 B,D,F,H,J +75.0 -150.0 +75.0 -160.0 +75.0 -150.0 +76.0 -150.0 +76,0 -150.0 +76,0 •150.0 +75.0 -149.9 +75.0 -131.6 +75.0 -124.0 G +75.0 •150.0 +75.0 -160.0 +75.0 -1$O.D +75.0 -160.0 +75.0 -127.8 +75.0 -118.3 +75.6 -110.0 +75.0 498.6 +75.0 410.9 A,E,1 +75,0 -150.0 +75.0 -150.0 +76,0 -104.1 +75,0 -92,0 +75.0 -76.6 +71.5 -71.5 +65.9 435.9 +57.7 -57.7 +54.8 54.8 do " C +75.p -160.0 +76.0 -150.0 +75.0 -129.4 +75.0 417.5 +75.0 -85.8 +75.0 -79.7 +73.3 -73.3 +64.0 -64.0 +60,2 430.2 B,D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.p 450.0 +76,0 -150,0 +75.0 -150.0 +75.0 -149.5 +75.0 -137.3 +75.0 -120.0 +75.0 412.9 G +75.0 -150.0 +75.0 -150.0 +75.0 •150.0 +75,0 -150.0 +75.0 -117.7 +75.0 -109.6 +75.0 -100.7 +75.0 -88.0 +76,0 52.8 A,E,I +75.0 -105,2 +75.0 405.2 +75,0 -105.2 +75.0 -105.2 +75.0 -75.6 +70.0 -70.0 +63.9 .63.9 +55.3 -55.3 +51.8 -51.8 74" C +75.0 -105.2 +75.0 -105.2 +75.0 -105.2 +75.0 -105.2 +75.0 -75.6 +70.0 -70.0 +83.9 53.9 +55.3 -55.3 +51.8 -51.8 B,D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75,0 -150.0 +75.0 -140.0 +75.0 -131.2 +75.0 -119.8 +75.0 -103.7 +75.0 437.1 G +75.0 -144.6 +75.0 -144.6 +75.0 -144.8 +75.0 -144.6 +75.0 -104.0 +75.0 96.2 +75.0 -87.8 +75.0 -78,0 +71.2 -71.2 A,E,I +75.0 -81.6 +75.0 431.6 +76.0 -79.5 +75.0 -76.7 +63.6 433.6 +60.5 430.5 +57.0 -57.0 +60,3 -50.3 +47.7 47,7 C +76.0 -81.6 +75.0 -81.6 +76.0 -81.6 +75.0 -81.6 +71.2 -71.2 +65.5 435.5 1 +59.5 -59.5 +51.1 -51,1 +47.7 47.7 8,D,F,H,J +75.0 -150.0 +75.0 -150.0 +76.0 1 -150.0 +75.0 -150.0 +75,0 -133.5 +75.0 -122.9 +75.0 -111.5 +75.0 -95.8 +76.0 •89.6 G +75.0 -112.2 +75.0 -112.2 +75.0 -112.2 +76.0 -112.2 +75.0 -97.9 +75.0 -90.1 +75.0 -81.8 +70.3 -70.3 +65.6 435,8 A,E,I +62.5 -62.5 +62.5 432.5 +62.5 432.5 +62.6 -62.5 +58,0 -58.0 +55.3 -66.3 +52.2 -52.2 +47.5 -47.6 +44,2 -44.2 98" C +62.6 -62.5 +62.5 -62.5 +62.5 432.5 +62.5 .62.5 +62.6 -62,5 +62.0 -62.0 +55.9 -56.9 +47.5 47,5 +44.2 -44.2 B,D,F,H,J +75.0 -117.2 +75.0 -117,2 +75.0 -117.2 +75.0 -117.2 +75.0 •117.2 +76.0 -116.3 +75.0 -104.8 +75.0 -89.1 +75.0 -82.8 G +75.0 1 -85.9 +75.0 -85.9 +75.0 -85.9 +75.0 -851 +75.0 -65.9 +75.0 .3 +75.0 -76.8 +65.3 55.3 +60.8 430.8 A,EJ +51.4 1 -51,4 +50.9 -50.9 +50,9 50.9 +50.9 -50.9 +50.9 -50.9 +5D.9 -50.9 +48.3 48.3 +43.6 -43.5 +41.7 -41.7 1063/8" C +61.4 -51A +50.9 -50.9 +50.9 50.9 +50.9 -60,9 +50.9 50.9 +50.9 -50,9 +50.9 -50.9 +45.3 46.3 +42.0 -42.0 B,D,F,H,J +75.0 MA +75.0 -95.5 +75.0 436,4 +75.0 -96.4 +75.0 MA +75.0 -95.4 +75.0 -NA +75.0 -85.0 +75.0 -78.7 G +70.7 1 -70.7 +70.0 -7.0 +70.0 -70.0 +70,0 -70.0 +70,0 •70.0 +70,0 -70,0 +70.0 -70,0 +62.3 52.3 +57.7 -57.7 A,E,I +50,0 -50.0 +49,5 49.5 +49.4 -49.4 +49.4 49.4 +49.4 -49.4 +49.4 -49.4 +47.3 47.3 +42.9 42.9 +41.1 -41.1 108" C +50.0 50.0 +49.5 -49.5 +49,4 49.4 +49,4 49.4 +49.4 .49.4 +49.4 49.4 +49.4 -49.4 +45,0 45.0 +41.7 41.7 B,D,F,H,J +75.0 493.8 +76.0 -92.7 +75.0 -92.6 +75,0 -92.6 +75.0 -92.6 +75.0 -92.6 +75.0 -92.6 +75.0 -84.4 +75.0 -78.2 G +68,8 58.8 +68.0 58.0 +67.9 -87.9 +67.9 417.9 +67.9 437.9 +67.9 437.9 +67.9 57.9 +61.9 .81.9 +57.3 57.3 A,E,i +47.6 -47.6 +46,9 46.9 +46.7 -46.7 +46,7 46.7 +46.7 46.7 +46.7 48.7 +46.0 46.0 +41.7 -41.7 +39.9 -39.9 v 111" C +47.6 47.6 +46.9 46.9 +46.7 46.7 +46.7 46.7 +48,7 48.7 +48.7 46.7 +46.7 46.7 +44,6 44.6 +41.2 -41.2 1NVi;htheFlorhW 8,D,F,H,J +76,0 -89.3 +75.0 -66,0 +75.0 437.7 +75.0 -87.7 +75.0 -87.7 +75.0 437.7 +75.0 -87.7 +75,0 -83.8 +75.0 -77.3 r oA!o G +65.5 56.6 +64.5 54.5 +64.3 434.3 +64.3 434.3 +64.3 54.3 +64.3 434.3 +64.3 -84.3 +61.3 431,3 +56.7 ,7 A,EJ +41.7 -41.7 +40,7 x40.7 +40.0 40.0 +40.0 40.0 +40.0 40.0 +40,0 40,0 +40.0 -40.0 +38.7 E +36.9 -38.9 M �� 120" C +41,7 41.7 +40.7 40.7 +40.0 40.0 +40,0 40.0 +40.0 40.0 +40.0 40.p +40.0 40.0 +40.0 +40.0 40.0 Dt 8,D,F,H,J +75.0 78.1 +75.0 78.4 +75.0 75.0 +75.0 75.0 +75.0 75.0 +76.0 76.0 +76.0 75.0 +76.0 +75.0 76.0 G +57,3 57.3 +56,0 -56.0 +65.0 55,0 +65.0 55.0 +55.0 55.0 +55.0 456.0 +55.0 55.0 +55.0 +55.0 55.0 GLASS TYPES: A. 3/16" ANNEALED F. 13118" I.G., 1/8 "T, 9/16" AIR SPACE, 1 18"1 TEST REPORTS: FTL4860 B. 3/16" TEMPERED G. 13116" I.G., 3/16 "A, 7/16" AIR SPACE, 3116 "A FTL,%M C. 1/4" ANNEALED H. 13116" I.G., 3116 "T, 718" AIRSPACE, 316"T D. 1/4" TEMPERED I. 13116" I.G„ 3/16 A, 1/2" AIR SPACE, 116 "A E. 13/16" I.G., 1 /8 "A, 9/16" AIR SPACE, 1 /6 "A J. 13/16" I.G., 316 7 1/2" AIR SPACE, 1/8"T / ,olo Teow4owor SIGN PRESSU XOX 1/4- 1/2 -1/4 0 FK 411X7 6 UPGRADE TABLE DPS PER ASTME13"&AMLF.FRAME NOKON11% FL 34275 n � F.K L"2105 A ADDAIR SPACE DBATOQLASS TYPES E -J. P.O.t1QJr13?9 ALUMHOR1 INDOW,NOAtIMPA .caark,P.E. Bermr F.K 275W dd MW X214 vhfa NTS 1 2 d 12 -"*- 4127 -20 Swcturet I - XOX (113,1/3,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) 2. WINDOW GLASS WINDOW HEIGHT WIDTH TYPE M. 26" 38" 383111" 1 4S" I SOS/S- 54" IV. SS" A,C,E,I +75.0 -140.6 +75,01-140.6 +75.01-128.61 +75.0 -118.51+75.0 -90.0 1 +75.0 -84.4 +75.0 1 -78.3 +69.2 -89.2 +65.5 -85.5 48„ B,D,F,H,J +75.0 -150.0 +75.0 -160.0 +75.01-150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.01-146.7 +75.0 -129.8 +75.0 -122.7 G +75.0 -160,0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -123.8 +75,0 -116.1 +75.0 -107.6 +75.0 -95.2 +75.0 -90,0 A,C,E,4 +75.0 -114.8 +75,0 -114.8 +75,0 -114,8 +75.0 -110.2 +75.0 -83.1 +75.0 -77.9 +72.0 -72.0 +63,6 -63,6 +60.1 -80,1 63 118" B,D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75,0 -150.0 +75.0 -150.0 +75.0 -146.0 +75.0 •135.1 +75.0 -119.2 +75.0 -112.6 G +75,0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +76.0 -114.3 +75.0 -107.1 +75.0 -99.1 1 +75.0 -87.4 +75.0 1 -82.6 A,C,E,► +75.0 -90.0 +76.0 -90.0 +75.0 -90.0 +75.0 -90.0 1 +75.0 -75.8 +70.9 -70.9 1 +65,5 -66.5 +57.6 -57.6 +54.3 -54.3 W„ B,D,F,H,J +75.0 1 -160.0 +75,0 -150.0 +76.0 -160.0 +75.0 -160.0 +75.0 -142.1 +76,0 -132.9 +76.0 -122.7 +76.0 -108.0 +75.0 -101.9 G +75.0 1 -123.8 +76.0 -123.8 +76.0 -123.8 +75.0 -123.8 +75.0 -104.2 +75.0 •97.5 +75,0 -90.0 +75.0 •79.2 +74.7 -74.7 A,C,E,i +74,4 -74.4 +74.4 -74.4 +74.4 -74.4 +74.4 -74.4 +70.8 -70.8 +66,1 -68.1 +60.9 -60.9 +53.4 -53.4 +50.3 -50.3 66 " B,D,F,H,J +75.0 -139.6 +75.0 -139.5 +75.0 -139.5 +75,0 -139.5 +75.0 -132.7 +75.0 -123.9 +75.0 -114.2 +75.0 -100.2 +75.0 -94.4 G +75.0 -102.3 +75.0 -102.3 +75.0 -102.3 +75,0 -102.3 +75.0 -97.3 +75.0 -90.8 +75.0 -83.7 +73.6 -73.5 +89.2 1 -89.2 A,C,E,I +62,5 -62.6 +62.5 -82.6 +62.5 -62.5 +62.5 -62.5 +62.5 -62.5 +62.1 -62.1 +57.1 57.1 +60.0 -50.0 +47.1 -47.1 77' B,D,F,H,J +75.0 -117.2 +75.0 -117.2 +75.0 -117.2 +75.0 -117.2 +75,0 -117.2 +75.0 -116.5 +75.0 -107.1 +75.0 -93.8 +75.0 -88.2 G +75.0 -85.9 +75.0 1 -85.9 +75,0 1 -85.9 +75.0 -85.9 1 +76.0 -85.9 +75.0 -85.4 1 +75.0 -78.6 +66.8 -68.8 +64.7 -64.7 A,C,E,I +59.2 59.2 +59.2 -591 +59.2 -59.2 +59.2 59.2 +59.2 59.2 +59.2 59.2 1 +56.0 56.0 +49.0 -49.0 +48.1 -46.1 74" B,D,F,H,J +75.0 -111.0 +75.0 -110.9 +75,0 -110.9 +75.0 -110.9 +75.0 -110.9 +75.0 -110.9 +75.0 -105.1 +75.0 -91.9 +75.0 -86.4 G +75.0 -81,4 +75.0 $1,4 +75.0 -81.4 +75.0 -81.4 +75.0 -81.4 +75.0 -81.4 1 +75.0 -77.1 +67.4 -67.4 +63.4 1 53.4 A,C,E,i +48.9 -46.9 +46.2 -46.2 +45.9 -45.9 +45.9 -45.9 +45,9 -45.9 +45.9 -45.9 +45.9 -45.9 +44,7 -44.7 +42.0 -42.0 � B,D,F,H,J +75.0 -87.9 +75.0 58.5 +75.0 -88.1 +75.0 -86.1 +76,0 -86.1 +75.0 -86.1 +75.0 -66.1 +75.0 -83.9 +75.0 -78.7 G +64,5 -64.6 +63.5 -63,5 +63.1 -83.1 +63.1 -63,1 +6-3.1 -83.1 +63.1 -63.1 +63,1 -63.1 +61.5 -81.5 +57.7 57.7 A,C,E,I +41.7 ;41.7 +40.7 140.7 +40.0 -40.0 +40,0 40.0 +40,0 -40.0 +40.0 -40.0 +40.4 x40.0 +40,0 -40.0 +40.0 -40,0 90 " B,D,F,H,J +75.0 78.1 +76.0 76,4 +75.0 75.0 +76.0 -76.0 +75.0 75.0 +75.0 75.0 +75.0 -75.0 +75.0 75,0 +75.0 •75.0 G +57.3 57.3 +56.0 56.0 +55.0 -65.0 +55,0 55.0 +55.0 -55.0 +55.0 1 -55.0 +55.0 55.0 +65.0 -55.0 +55.0 -55.0 GLASS TYPES: A. 3/16" ANNEALED F. 13116" I.G„ 1/8 "T, 9/18" AIRSPACE, 1/8 "T TEST REPORTS: FTL -4860 B. 3116" TEMPERED G. 13/16" I,G„ 3/16 "A, 7/16" AIRSPACE, 3118 "A FTL-5005 C. 1/4" ANNEALED H. 13/18" I,G., 3/16 "T, 7/16" AIR SPACE, 3/16 "T PRODUCT rrsvtSED s au"y.i; »:;; wish the Florida D. 1/4" TEMPERED I, 13116" W., 3/16 "A, 1/2" AIR SPACE, 1/8 "A a c' Aw:epWnue Tln - O$ E. 13118" I.G„ 1 /8 "A, 9116" AIR SPACE, 118 "A J. 13116" I.G„ 3/16 "T, 1/2" AIR SPACE, 1 /S " hY irelWaD %/ eAe Pro um Div n i 101�1!�!,g , OTq! WE DESIGN P RESSURES, XOX (113- 113 -1/3) F.K RHip7 B UPGRADE TASLEOPSPERAS7ME1300 -02& ADD LAMME NOKOMIB,FL8M176 ner: F.K d✓12N0 A ADDA/R SPACEO/M, TO GLASS TYPES E -J. P.O. egx1� ALUM HORIZONTAL ROLLER WINDOW, NON-IMPACT Robe L. Clark, P.E. I F.K 7/AB JJ a l'i,*bh Better f0 NTS 3 > 12 4127-20 S #39712 8 $aUMllrol OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE V SMALLER) TABLE 3. WINDOW GLASS WINDOW HEIGHT WIDTH TYPE W 26" 36" 38 318 " 1 48" 50 616" W 60" a A,C,E,I +75.0 -150.0 +75.0 -150.0 +75,0 -150.0 +75.0 -150.0 +75.0 -147.0 +75.0 -138.3 +75.0 1 -128.6 +75.0 -114.3 +75.0 -108.3 B,D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 1 -150.D +75.0 -150,0 +75.0 -150.0 +75.0 -150.0 +75.0 -150,0 G +75.0 -150.0 +76.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 1 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 A,C,E,1 +75.0 -160.0 +75.0 -150.0 +75,0 -150.0 +75.0 -150.0 +76.0 1 -135.2 +75.0 -127.1 +75.0 -118.0 +75.0 -104.8 +75.0 -99.2 26112" B, D,F,H,J +75.0 -150.0 +76.0 -160.0 +76.0 -150.0 +76.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -160.0 G +75.0 -150.0 +75,0 -150.0 +75,0 -150.0 +75,0 -160.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75,0 -160.0 +75.0 -160.0 A,C,E,I +75.0 -150.0 +75.0 -160.0 1 +75.0 -144.2 +75.0 -133.5 +75,0 -103.4 +75.0 -98.8 +75.0 -89.5 +75.0 -78.9 +74.5 -74.5 37" B,D,F,H,J +75.0 -150.0 +76.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -160.0 +75.0 1 -150.0 +75.0 -150.0 +75.0 -140.3 +75.0 -132.5 G +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +76.0 1 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -139.2 +75.0 -122.8 +75.0 -115.9 A,C,E,I +75,0 - 107.0 +75.0 -107.0 +75.0 -107.0 +75.0 -107.0 +75.0 -85.3 +75.0 -79.9 +73.5 -73.5 +64.2 -64.2 +60.4 -60.4 48" B,D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150,0 +75.0 -150.0 +75.0 -142.1 +75.0 -130.7 +75.0 -114.3 +75.0 -107.6 G +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -133.4 +75.0 -124.3 +75.0 -114.3 +75.0 -100.0 +75.0 -94.2 A,C,E,1 +75,0 -88.1 +75.0 -87.3 +75,0 -87.3 +76,0 -87.3 +76,0 -79.7 +74.7 -74.7 +68.5 -68.5 +59.7 -59.7 +56.1 -56.1 631/8" B,D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -142.6 +75.0 -132.8 +75.0 -121.8 +75.0 -106.1 +75.0 -89.7 G +75.0 -137.1 +75.0 -135.9 +75.0 -135.8 +75.0 -135.8 +75.0 -125.0 +76.0 -116.2 +75.0 -108.6 +75.0 -92.9 +75.0 -87.3 A,C,E,I +75.0 -85.6 +75.0 -84.6 +75.0 -84.5 +75.0 -84.5 +75.0 -78.9 +73.9 -73.9 +67.8 -67.8 +59.0 -59.0 +55.4 -55.4 b B,D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.0 -150,0 +75.0 -150.0 +75.0 -141.4 +75.0 -131.4 +76.0 -120.5 +75.0 -104.9 +75.0 -98.6 G +75.0 -133.1 +75.0 -131.6 +75.0 1 -131.5 +75.0 431.5 +75.0 -123.7 +76.0 •115.0 +75.0 -105.4 +76.0 -91.8 +75.0 -88.2 A,C,E,I +71.3 -71.3 +69.7 -69.7 +68.5 -68.5 +68.5 -68,5 +68.5 -68.5 +68.5 -68.5 +63.3 -63.3 +54,9 -54.9 +51.5 -51.5 60" B, D,F,H,J +75.0 -126.8 +75.0 -123,9 +75.0 -121.7 +75.0 -121.7 +75.0 -121.7 +75.0 -121.7 +75.0 -112.6 +75.0 -97.6 +75.0 -91.5 G +75.0 -110.9 +75.0 -108.4 +75.0 -106.5 +76.0 -106.5 +75.0 -106.5 +75.0 -106.5 +75.0 98.5 +75.0 -85.4 +76.0 -60.0 A,C,E,1 +61.1 -61.1 +59.2 -59.2 +56,6 -56.6 +56.6 -56.6 +56.6 -56.6 +56.6 -56.6 +56.6 -56.6 +51.6 -51.6 +48.3 -4813 66" B,D,F,H,J +75.0 -108.7 +75.0 -106.3 +75.0 -100.6 +75.0 -100.6 +75.0 -100.6 +75.0 -100.6 +75.0 -100.6 +75.0 -91.8 +78.0 -85.6 G +75.0 -95.1 +75.0 -92.1 +75.0 $73.93'.'.,' 0 -88.0 +75.0 -88.0 +75.0 -88.0 +75.0 -88.0 +75.0 -80.3 +7$.0 -75.1 A,C,E,I +53.6 -63.5 +51.5 -51.5 +47.5 .5 •47.5 +47.5 -47.5 +47.5 -47.5 +47.5 -47.5 +47.5 -47.6 +45.7 .46,7 72" B,D,F,H,J +75.0 -95.1 +75.0 -91.6 +75.0 .0 -84:5 +75.0 -84.5 +75.0 -84.5 +75.0 -84.5 +75.0 -84.5 +75.0 -61.3 G +75.0 -83.2 +75,0 -80.1 +73,9 .9 -73.9 +73.9 -73.9 +73.9 -73.9 +73.9 -73.9 +73.9 -73.9 +71.1 -71.1 A,C,E,I +51.3 -51.3 +49.4 -49.4 +45.0 .0 •46.0 +45.0 -45.0 +45.0 -45.0 +46.0 -45,0 +45.0 -46.0 +45.0 .45.0 PRODUCTRaVlssn m complying with the Florida 74" B,D,F,H,J +75.0 -91.3 +75.0 -87.8 +75.0 .0 -80.0 +75.0 -80.0 +75.0 -80.0 +76.0 -80.0 +76.0 -80.0 +76.0 -80.0 Building Code A Prancc No G +75.0 -79.9 +75.0 -76.8 +70.1 .0 -70,0 +70.0 -70.0 +70.0 -70.0 +70.0 -70,0 +70.0 -70.0 +70.0 -70.0 Eq uation Date I GLASS TYPES: A. 3116" ANNEALED F. 13118" I.G., 118 "T, 9/16" AIR SPACE, 1 /8"T By TEST REPORTS: FTL -4857 S. 3116" TEMPERED G. 13116" I.G., 3116 "A, 7116" AIR SPACE, 3/16 "A Di Produm am FTL -5005 C. 1/4" ANNEALED H. 13/16" I.G., 3/16 "T, 7116" AIRSPACE, 3/16 "T D. 114" TEMPERED I. 13116" I.G., 3116 "A, 1/2" AIR SPACE, 1 /8 "A E. 13/16" I.G., 1/8 "A, 9/18" AIR SPACE, 1/8 "A J. 13116" I.G., 3/18 "T,1 /2" AIR SPACE, 1 /8"T ,070 TECHNOLOGY DRIVE DESIGN PRESSU OX AND XO WINDO lo�� Tft F x. anal B ttPORaDETASLE DP8 PER AsTM E 1306426 ADD LF. FRAME Nolaa4ls FL 34276 � ALUJM HORI ROLLER WINDOW NON-/MPACT Robert L. Clads, P.E. FX 3n210S A ADDAIR SPACE DIM. TO GLASS TYPES E -J. P.O. BQX IM _ � p� V ., p ,�4 pp NOKOMIS. FL 94274 Vbi* Better PE #39712 F.K 2/27109 J.J. 3 � 0 NTS 4 -12 ��4127.20 B Structural 27 3/8" 27 3/8" 27 3/8" MAX. DLO 54 5/16" MAX. DLO FIXED MAX. DLO MAX. DLO VENT VENT FIXED D D B B B B / / X Q X x O X i 119" MAX. WIDTH I.F. FRAME --- -- -� 89" MAX. WIDTH I.F. FRAME -- h� -120" MAX. WIDTH FLANGE FRAME -- ". ® Y` 90" MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4- 1/2 -1/4) DETAIL C - XOX (1/3- 1/3 -113) NOTE: 33 9/18" MAX. 33 9118" MAX. 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FIXED C DLO VENT i l 83" MAX SEALANT OR GASKET FLANGE AT HEAD AND SILL A I A FRAME 15 MAX, / 68" GONFIG, MX. / / MAX. DLO ALL DLO ALL ` — 1 S I.F. FRAME FIXED I VENTS as CMP g with REVISED 82" MAX• a m complyith the Florida LITES I.F. FRAME Dc6diny Coda 0 I X ALL Ac"Pta" nNo ,OB CONFIG. 116"onDal, II ® a MUm o or D17 1 13 FLANGE FRAME C 73" MAX. WIDTH I.F. FRAME VIEW D -D 74" MAX. WIDTH FLANGE FRAME ----►I DETAIL A - OX OR XO (FRAME CORNER CONSTRUCTION) �!«� 16wv paw e..ee ,�.,�,�,, ELEVATIONS I F.K 411107 8 CONS OE7'A#. FROM SHT. B. NOICOMIB, PL 31276 TM IF FA 02M A NO CHANGE THIS SHEET P.O. BQX 76'10 ALUM. HORIZONTAL ROLLER WINDOW, NON-IMPACT R L c lerk, P.E. MW .;0M18, F 1 31274 1 Wb& Bdter eaw.' a""1" '""K" awe PE #39712 Rx ?/27/08 J.J. 322106 HfMfO NTS 5 of 12 4127 -20 B Structural it i I 37 32 35 22 39 ' 1 22 Q 16 2 E XTERIOR INTERIOR 13 21 MAX. VENT DLO �+--- MAX. FIXED DLO MAX, VENT DLO MAX, WIDTH (FLANGE FRAME) EXTERIOR 19 SECTION B -B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGFRAME) MAX. INTERIOR 17 32 37 HEIGHT 39 FLANGE --- c= FRAME MAX. VENT tr. DLO q 16 MAX, FIXED DLO 22 �+ MAX. FIXED DLO MAX. VENT DLO 43 t•= MAX. WIDE (I.F. FRAME) 21 EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FI RAME) 24 22 21 pp 41 L°S 2 PRODUCT R6VISSD 12 6 a pl C do with the Florida 24 EXTERIOR INTERIOR Acxpcwtcallo C78 12 haaoaoaro 1/ 7 21 By Mi a Di EXTERIOR INTERIOR 6 10 1U SECTION C -C ® ® SILL HEAD (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME)® (VERTICAL SECTION, I.F. FRAME)® • a--"- 10" � ,, OCW DPM ![�_ SECTIONS, FLA &INTEGRAL FIN F.K 4/tA77 S ADD INTEGRALF /N FRAME ITEa184142AND19 AND VIEWS. NCKOMIS,FL80276 r I r� ^" TMa N'17NS A P.O. BQX 62D ALUM. HORIZONTAL ROLLER WINDOW, NON - IMPACT R. L. Clark, P.E. FK NO CHANGE THIS SHEET 1 eiya p, NOKOMIS. FL 94274 j/(,gj $etK+ ^^r PE #99712 Flt 2m176 J.J. 8&22479 W10 Half 6 -12 4127 -20 B swewral UTM DWG# REV DESCRIPTION MAIL PGT# ITEM DWG# RLI DESCRIPTION MAIL PGT# 1 4102 A FLANGEFRAMEHEAD 6063 -T6 AL 612237 84 GLASS 13/16" IG 1/8" ANNEALED 9/16" AIRSPACE, 1/8" ANNEAL® 2 4025 SASH STOP STD. ANTI LIFT CLIP 6063 -TS AL 612244 85 13/16" 10 (1/8" TEMPERED 9/16' AIR SPACE,1 /8" TEMPERED 3 #8 X 3/4 PH. PAN HEAD 7834AA 86 13/16" IG 3/16" ANNEALED 7/16" AIRSPACE, 3/16" ANNFALID 4 4053 SASH STOP COVER SASH STOP 6063 -T5 AL 87 13/16" IG 3116" TEMPERED, 7/16" AIR SPACE, 3/16" TEMPERED 6 4136 FLANGEFRAMESILL 6063 -T6 AL 64136 88 " 13/16" IG 3/16" ANNEALED, 1/2" AIRSPACE 1/8" ANNEALED 7 4137 ISILLADAPTOR 6063 -T6 AL 64137 89 13/16" IG 3/16" TEMPERED, 1/2" AIR SPACE, 1 /8" TEMPERED 8 4131 JROLLERTRACK 6063 -T6 AL 64131 90 1014 SCREEN FRAME OR, & VEIL) 3105 -HR AL 61014 10 71298 WEEP HOLE COVER POLYPROP. 71298 91 1.630 SCREEN CORNER KEY W/RINGS POLYPROP, 71630 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 71631 13 4002 A FLANGEFRAMEJAMB 6063 -T6 AL 612225 93 1073 SCREEN SPRING ST.ST. 7CASP 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 94 1 1624 SCREEN SPLINE -.135 DIA. FOAM EM PVC I 61624K 15 1155 #8 X 1.000 QUAD PN. SMS 781PQA 95 1 1635 1 SCREEN SPLINE - .135 DIA, HARD EM PVC 61635K 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 641 IOG 96 SCREEN CLOTH 61816 17 4054 8 IFIXED MEETING RAIL 6063HD -T6 AL 64054A 19 4066 WSTP,,.187 X.230, FIN SEAL 640660 21 4105 SASH TOP AND BOTTOM RAIL 6063 -T5 AL 612240 22 1683 W STP.,250 X.270 BACK, FIN SEAL 61683G 23 225-1 ROLLER HOUSING &GUIDE 42112BD 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 2.710 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP, 44128N 32 4006 D SASHMEETINGRAIL 6063HS -T6 AL 64006 33 1235 W STP..170 X.270 BACK FIN SEAL 67S 16G 35 1096 ISWEEPLATC14 DIE -CAST 71096 36 1.016 #8 X.625 PH. FL. SMS 7858 2.824 37 4126 SASH SIDERAIL 6063 -T5 AL 64126 •082 39 7070 BULB WEATHERSTRIP .187 X.275 67070K 40 LIFT RAIL COVER CAP 74078 "C" LOR R I.F. FRAME HEAD 41 41.39 I.F. FRAME HEAD 6063 -T6 AL 64139 ® 41 42 4140 I.F. FRAME SILL 6063 -T6 AL 64140 ® 4C #4138, 8063 - T8 43 4141 II.F.FRAMEJAMB 6063 -T6 AL 64141 SO GLAZINGSILICO DOW 899 995 OR UNALENT 51 1224 VINYL GLAZING BEAD BULB HICK 6TP247W K 2 78 .082 4 52 1225 VINYL GLAZING BEAD BULB HI 6TP248K PRODacrRISVISM ids as complying wi%h the Pla 57 4014 B GIAZINGBEAD- 3/16" &1 /4' 64014 Building Codo 58 4046 A (if.AZINGBEAD -3116" & 1/4" W /GRILLKI 6063 -TS AL 644842 AcueptanceNvO 59 4067 GLAZINGBEAD- 13/16" 6063 -T5 AL 64067 3,182 BxtraeonDam 80 GLASS 3/16 "ANNEALED 1.888 082 mi e 81 " 3/16" TEMPERED 43® I.F. FRA ME J °i 82 1 /4" ANNEALED a 83 1/4" TEMPERED L ,710 42 I.F. FRAME SILL #4140,8083 -T8 ' OKONII& FL ,m 3 O PARTS LIST 0 FK MTA» B 'ADD /7EM841, 42849 ivolwras, Pt. aazr lGiaw F.K Q✓t2/oe A ADDA/R SPACE DIM. M ITEMS 8488, P.O. Box Ifin ALUM. HORI ROLLER WINDOW, NON-IMPACT Rob L cmrw P.E. ors cn.awe ore NOWNS, F.3 VW* Better s a�'o NTS 7 s 12 �� 4127 -20 g sE c 7 # F.K 2/17/DB J.J. 9/11A78 062 7.187 �+-- 3. 62 1. 73 M 1. 73 .062 3. 90 �-- 2.784-1 1. F22 I 1.383 �2.710�{ 2.71_ I .082 O FLANGG o2A e 38 F RAME H EAD FLANGE F � o ME SILL n FRAMES SILL ADAPTER 13 FLANGGE� � ®AMB —4--.062 1 .081 .040 1 1.87 .062 =43-� 490 �"-1 43 —T �1.403� O 1 � Ae #4026 608 3x5 ROLLER O RO R e 3-TO (� SASH #40 - ER 17 FIXED 0 64S,6063HD -TB AIL 082 209 .082 , 7 V 28 .08 21 SASH TOP & BOTTOM RAIL 32 SASH MTG. RAIL 37 SASH SIDE RAIL #4106,8083 -T6 #4008D, 8003HS -T8 #4126,6063 -T6 PRODUCT MVISSD as complying with tho Florida Building Coda �--+ -I 1.067 Acaeptancn a 0 1 ' —"{- ,067 � Ionian D a By mi 866 .886 .1383 060 DDI ou a um GLAZING BEAD 3116" OR 1/4" GLAZING BEAD 3116" OR 1/4" GLAZING BEAD, 13/16" 57 #40148,8083 -T8 5$ #4046A,6063 -T8 5� #4067,8083 -T8 (USED W/ (TRILL KIT) Up o.era� F 1070 TROH,pU ppy uarve EXTR USIONS F.K 4HNT 8 NOCHM/OE7HI38HEEI' NOKOMIB,FL84276 i jG 07 R.Wfir F.1C Nl2QaB A ' AIO CHMOETHA9SHEET P.O. Box 1x29 1 ALUM. HORIZONTAL ROLLER WINDOW NOF44MPACT R �. rk P.E. 0— aer Caw NOKOMB. FL SW4 Vmbb 1%mr Bora: p.,,eox., a"+ PE #39712 F.K. 22T/o6 x A 3"nR8 HR910 Haft 8 s 12 4127 -20 B Structural ANCHOR QUANTITIES, XOX 114- 1/2 -1/4 FLANGE FRAME WINDOWS TABLE 4 NOTES: GLASS TYPES A,C,E,I GLASS TYPES B,D,F,G,H,J 1. ANCHOR TYPES: ANCHOR TYPE 2A WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC 1.1/4" ELCO TAPCONS 2.114" ELCO SS4 CRETE•FLEX 3 412 STEEL SCREWS (G6) R SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 2. GLASS TYPES: 2 m 2 2 2 A. 3118" ANNEALED GLASS WINDOW SIZE HEAD & SILL HEAD & SILL HEAD 8 SILL < HEAD d SILL HEAD 8 SILL HEAD 8 SILL S. 3/18" TEMPERED GLASS W V H -' -' C.1 /4" ANNEALED GLASS 53.126x 38.375 I +C2 +1 +C2 +1 2 1 +C3 +1 +C3 +1 2 1 +C3 +1 +C3 +1 21 1 +C3+2 +C3+1 2 1 +C3+2 +C3 +1 131+04+2+04+1 1 +C3 +2 +C3 +1 2 D. 1/4 "TEMPERED GLASS 4$.000 1 +C2 +1 +C2 +1 9 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C3 +2 +C3 +1 1 +C4 +2 +C4 +1 9 E. 13118 I.G., 1 /8" ANNEALED, 9/18" AIR SPACE, 1/8" ANNEALED F. 13f16" I.G., 118" TEMPERED, 0/18" AIR SPACE, 118" TEMPERED 60.825 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 + 1 +C2 +1 3 1 +C3+2 +C3 +1 3 1 +C3 +1 +C3 +1 3 G, 13/18 "I.G.,3 /16" ANNEALED ,7 /18 "AIR SPACE, 3/18 "ANNEALED 64.000 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+2 +C3+1 3 1 +C3+1 +C3 +1 1 +C4 +2 +C4 +1 3 H. 13/18" I.G., 3118" TEMPERED, 7/18" AIR SPACE, 3/1S" TEMPERED I. 13/18" I.G., 3118" ANNEALED, 1/2" AIR SPACE, 1/8" ANNEALED 60.000 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C3+1 +C3+1 3 1 +C3 +1 +C3+1 3 1 +C4 +2+C4 +1 3 J. 13/16" I.G., 3/16" TEMPERED, 1/2" AIR SPACE, 1/8" TEMPERED 63.000 1+02+1+C2+113 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 1 +C3 +1 +C3 +1 3 1+C4+1+C4+1131 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 60.000x 38.376 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C3 +1 +C3+1 2 1 +C3 +2 +C3 +1 2 1 +C2+2 +C2 +1 2 I+C3+2+C3+1121 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE, 46.000 i+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+2 +C3 +1 3 1 +C3+2 +C3 +1 3 1 +C4 +2 +C4 +1 3 HEAD 8 SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 50.626 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C3 +2 +C3 +1 3 11 +C3+2 +C3 +1 3 1 +C4 +2 +C4 +1 3 25 3/4" MAX. FROM CORNERS. 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+2 +C3 +1 3 1 +C3+2 +C3 +1 3 1 +04 +2 +04 +1 3 JAMB$: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. 80.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 11 +C2 +1 +C2 +1 3 1 +C3+2 +C3+1 3 11 +C3 +1 +C3 +y 3 1 +C4 +2 +c4 +1 3 63.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +2 +C3+1 3 1 +C3 +1 +C3 +1 3 1 +C4 +2 +C4 +1 3 TABLE KEY: 74.000 x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C3 +2 +C3+1 2 1+C3+3 +C3 +1 2 1 +C2 +2 +C2 +1 2 y +C3 +3+C3+1 2® X 0 X y +C3 +4 +C3+1 3 ANCHOR QUANTITY PER JAMB 48.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +2 +03 +1 3 1 +C4 +3+04 +1 3 60.625 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +03+1 3 1 +C3 +2 +03 +1 3 1 +C4 +3+04 +1 3 HERO AND SILL ANCHOR QUANTITY. 54.000 i +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +2 +C2 +1 3 1 +C4 +2 +C4 +1 3 1 +C3 +2 +C3 +1 3 1 +C4 +3 +C4 +1 3 A CLUSTER OF(3)ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 60.000 1 +C2 +1 +C2 +1 3 y +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C4 +2 +C4 +1 3 1 +C3 +2 +C3 +1 3 1 +C5+2 +C6 +1 3 ANCHOR AT EACH OPERABLE VENT 83.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +03 +1 3 1 +C3 +2 +C3 +1 3 1 +C3 +2 +C3 +1 3 1 +O4+2 +04+1 3 PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL 84.000x 38.376 1 +C2 +2 +C2 +1 2 1 +C2 +1 +C2 +1 2 y +C3 +2 +C3 +1 2 1 +C2 +4 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +0+6 +0+1 2 48.000 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 11 +C2 +2 +C2 +1 311+03+3+C3+1 3 i +C3 +2 +C3+1 3 1 +C4 +4 +C4 +1 3 (3" MIN. O.C. ANCHOR SPACING) 50.825 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 i +C3 +2 +C3+1 3 1 +C4+4 +C4 +1 3 64.80 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C4 +3 +C4 +1 3 1 +C3 +2 +C3 +1 3 1 +C4 +3 +04 +1 3 25314" max. -"-I I-- 3" MIN, 80.000 1 +C2 +1 +C2a1 3 9 +C2 +1 +02 +1 3 1 +C3 +2 +C3 +1 311+04+ +C4+1 3 1 +C3 +2 +C3 +1 3 1 +C6 +3 +C5 +i 3 63.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C4 +2 +C4+1 3 1 +C3 +2 +C3+1 3 1 +CS+3 +CS +l 3 9. 0! x 0 X 106.376x 38.376 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2+3 +C2 +1 3 1 +C2 +3 +C2 +1 211+02+4+C2+1 2 MTG. RAIL, T 4$,000 1 +C2 +2+02+1 YP. PRODUCT RrvtsRC> 3 1 +C2a2 +C2 +1 3 1 +C2 +3+CZ +1 3 1 +C4 +4 +04+1 3 1 +C3 +3 +C3+1 3 1 +C4 +4 +C4 +1 3 ® an cam;,Iyiny with ti }a FlorieA, Suiidlr, }g Ccr4a 50.62 1 +c2 +2 +C2 + 3 1 +C2 + 2 +C2 +1 3 1 +C2 +3+C2 +1 9 1 + 04 +4 +C4 3 14-03+3+C3 3 1 + C4+4+04+113 1 EXAMPLE CLUSTER W / QTY. OF (3�ANCHORS A��; I .06 X51( Il'OIIJif I),I:C II 54.000 1 +C2 +2 +C2 +1 3 1 *C2 +2 +C2 +1 3 1 +C3 +3+C3 +1 3 1 +C4 +4 +1 4 1 +C4 +3 +C4 +1 3 1+C4+4 (SHOWN IN TABLE KEY ABOVE) I 60.000 i +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +03 +1 3 1 +C4 +3 +C4+1 4 1 +C4 +3 +C4 +1 3 1 +CS +4+C5 +1 3 83.000 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2+C3 +1 3 1 +C4 +3 +C4+1 4 1 +C4 +3 +C4 +1 3 1 +C5+4 +CS +l 3 26314" MAX. Di vi n�o tt 120,000X 36.376 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2+C2 +1 2 1 +C2 +3 +C2 +1 3 1 +C2 +3 +C2 +1 2 2 +C2 +4 +C2 +2 2 - �{�+ -1 112" -.{I I+-3" MIN. . Lj 48.000 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +3+C2 +1 3 1 +C3+4 +C3+1 3 1 +C2 +3 +C2 +1 3 2 +C4 +4 +C4 +2 3 g " REF. 50.825 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +3+C2 +1 3 1 +C4+4 +C4 +1 3 1 +C3 +3 +C3 +1 3 2 +C4 +6+C4 +2 3 X Q X 54.000 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +3 +C2 +1 3 1 +C4+4 +C4 +1 4 1 +C3+3+C3 +1 3 2 +C4 +5 +C4 +2 3 80.000 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3+03 +1 3 1 +C4 +4 +C4 +1 4 1 +C4 +3 +C4 +1 3 2+C6 +5 +C6 +2 31 MTG. RAIL, TYP. ® r 63.000 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 4 11 +C4 +3 +C4 +1 3 2+CS +5+C6+2 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS L � a.eee"" FL9 8 RE L ANCHO SPACING, XOX (114- 1/2 --1/4) F.K 4/1107 V/ S' EHEAD88ACLANLWdRCLU3TfY2FORAfAT NOKOMIB.4271 ALUM. HORIZONTAL ROLLER WINDOW, NON - IMPACT F.K N12A78 A ADDAIR �ACEO/MENStO/Y8 GLASS TYPES E THRU J. P.O. BqX ism L. Cleelc, P.E. owe �. owe NOKOMI9, FL 94274 Vi . Better sat amrmra a„ PE #39712 K 2,27106 J.J. 3/22W NRe+9 ;TS 9 a 12 4127 -20 B Strucwrei I ANCHOR QUANTITIES XOX 113 - 113 -1/3 FLANGE FRAME WINDOWS TABLES NOTES: GLASS TYPES A,C,E,1 GLASS TYPES B,D,F,G,H,J ANCHOR TYPE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC 1. ANCHOR TYPES: & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1 -1/4" ELCO TAPCONS 2 - i /4" ELCO SS4 CRETE -FLEX 3 412 STEEL SCREWS (GS) In 0 2, GLASS TYPES: WINDOW SIZE HEAD & SILL HEAD &SILL HEAD & SILL HEAD 8 SILL HEAD &SILL I HEAD & SILL A. 3/18" ANNEALED GLASS V ' B. 3118" TEMPERED GLASS 48.000x 38.375 1 +C2+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1+C2 +1 +C2 +1 3 1+C2+1 +C2 +1 2 1 +C3 +1 +C3+1 31 C. 1/4" ANNEALED GLASS 48.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +p +1 +03+1 3 1 +C3 +1 +C3+1 9 D. 1/4" TEMPERED GLASS 80,826 1 +02 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C3 +1 +03 +1 4 1 +p +1 +C3+1 3 1 +C4 +1 +C4+1 3 E. 13/18" I.G.,1/8" ANNEALED, 9/16" AIR SPACE, 1/8" ANNEALED F. 13/18" I.G., 118" TEMPERED, 9/18" AIR SPACE, 1 /8" TEMPERED 64.000 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +(2 +1 3 1 +C3+1 +C3 +1 4 1 +p +1 +C3+1 3 1 +C4 +1 +C4+1 3 G. 13/18 "I.G.,3 /18 "ANNEALED, 7/16' AIR SPACE, 3118 "ANNEALED 80.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C3+1 +C3+1 4 1 +C3+1 +C3+1 3 1 +04 +1 +C4+1 3 H. 13/18" I.G., 3118" TEMPERED, 7/16" AIR SPACE, 3/18" TEMPERED 63.000 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 4 1 +C3+1 +C3+1 3 1 +C4 +1 +C4 +1 3 1. 13118" I.G., 3 118" ANNEALED, 112" AIR SPACE, 1/8" ANNEALED 83,126x38.376 1+C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 2 1+03+1+C3+1 3 J. 13118" I.G., 3/18" TEMPERED, 1/2" AIR SPACE, 118" TEMPERED 48,000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +i +C2 +1 3 1 +C3 +1 +C3+1 4 1 +C3+1 +C3+1 9 1 +CI +1 +C4 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 60.626 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 { +C3+1 +C3 +1 4 1+C3+1 +C3+1 3 1 1 +C4 +1 +C4 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE, 54.000 1 +C2 +1 +C2 +1 3 i +C2 +1 +C2 +1 3 1 +C2 +1+C2+1 3 t +C3 +1 +C3+1 4 1+03+1 +C3 +1 3 1 +C4 +1 +C4 +1 3 HEAD & SILL: 10 112" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +i 4 1+C3+1 +C3 +1 3 1+C4 +1 +C4+1 3 ® 25 3/4" MAX. FROM CORNERS 63.000 1 +C2 +i +C2 +1 3 1 +C2 +1 +C2 +1 3 I +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 4 1 +C3+1 +C3 +1 3 1 +04 +1+C4 +1 3 JAMBS; 9" MAX. FROM CORNERS AND 22 V2" MAX. O.C. 60.000x38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 i +p +1 +C3 +1 3 1 +C2 +1 +C2 +1 2{ +C3+1 +C3 +1 3 48.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+µC3 +1 4/ +C3+1 +C3+1 3 1 +C4+1 +C4 +1 4 TABLE KEY: 50.825 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +p +1+C3 +1 4 1 +C3 +1 +C3+1 3 1 +C4 +1 +C4 +1 3 ® A 0 X 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C3+1+C3+1 4 1 +C3 +1 +C3 +1 3 1 +C4 +1 +04 +1 3 1 +C3 +1 +C3+1 F73 ANCHOR QUANTITY PER JAMB 80.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 4 1 +p +1 +C3 +1 3 1 +04 +1 +C4 +1 3 83.000 µO2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1+03 +1 4 1 +p +1 +C3 +1 3 1 +C4 +1 +04 +1 3 HEAD AND SILL ANCHOR QUANTITIES 86.000x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C3+1 +C3 +1 3 1+C2 +1 +C2 +1 2 2 +CS +2 +p +2 3 A CLUSTER ANCHORS CENTERED ON EACH MEET RAIL PLUS (i) 48.000 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 4 1 +C3+1 +p +1 3 1 +C4+1 +C4 +1 4 ANCHOR AT EACH OPERABLE VENT 50.625 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1+C3+1 4 1 +p +1 +C3+1 3 1 +C4+1 +C4 +1 4 PLUS (1) ANCHORS AT FIXED SECTION. 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 4 1 +p +1 +p +1 3 1 +C4 +1 +C4 +1 4 (9) ANCHORS TOTAL AT HEAD AND SILL. 60.000 1 +C2 +1 +02 +1 3 1 +C2 +1+C2 +i 3 1 +C2 +i +C2 +1 3 1 +C3+1 +C3 +1 4 1 +p +1+p+1 3 1 +C4 +1 +C4 +1 3 (3" MIN. O.C. ANCHOR SPACING) 83.000 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 4 1 +C3 +i +p +1 3 1 +C4+1 +C4 +1 3 74.000x38.375 1+C2 +1 +C2 +1 2 1 +C2 +i +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 2 +C3+2 +03+2 3 26 314" MAX. 48,000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+02 +1 3 1 +C3+1 +C3 +1 4 1 +pt1+p +1 3 2 +C3+2 +p +2 3 50.825 1 +C2 +1+C2 +1 3 1 +C2 +1 +0211 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 4 1 2+04+2+C4+2 +1 3 2 +04+2 +C2 4 --j �+-3" MIN. 64,000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 11 +C2 +1 +C2 +1 3 1 +C3 +1 +03+1 4 1 +08+1 +03+1 3 1 +C4t1 +C4 +1 4 9" REF. � X O X 60.000 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 4 1 +C3+1 +C3+1 3 1 +04 +1 +C4 +1 4 83.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 14C2 +1 +C2 +1 3 1 +C3+1 +C3+1 4 1 +C3 +1 +p+1 3 1 +C4 +1 +C4+1 3 mc piply aswssD MTG. RAIL, TYP. as Cumptym wil(i uic Florida $4,000x 1 +C2 +1+C2 +1 2 1 +02 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 2 +C2 +2 +C2 +2 3 OwkllnLpCn1C EXA �n�c No - m® 45.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +03+1 3 1 +C2 +1 +C2 +1 9 2 +p MPLE CLUSTER W1 QTY. OF (3) ANCHORS ^ ° °�nc +2 +C3 +2 3 uauooDi !! 60.625 i+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 + C3+1+C3 +1 a 1+02+1 +C2+1 3 2 +p +2 +C3+2 3 (SHOWN IN TABLE KEY ABOVE) Br 54,000 1 +C2 +1 +C2 +1 3 11 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +p +1 +C3 +1 4 11 +C3+1 +p+1 3 2 +C3+2 +p +2 3 a 80.000 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 4 1 +03+1 +03+1 9 2 +Cµ2 +04+2 4 26 314" MAX. 83.000 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2+1 3 t +C2 +1 +C2 +1 3 t +p +1+C3+1 4 t +C3+1+C3+1 3 t+C4+1 +C4 +1 4 1 1/2 "TYP. 1 -"--3" MIN. 9D.000 x 38,375 1 +C2 +1 +C2 +1 2 1+C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 2 +C2 +2 +C2 +2 2 48.000 { +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 2 +C3 +2 +p +2 3 9 "REF' X O X 50.826 i +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +p +1 9 1 +C2 +1 +C2 +1 3 2 +C3+2+C3+2 3 64.000 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +CS +1 4 1 +C2 +1+C2 +1 3 2 +C3+2 +C3+2 3 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 4 1 +C3+1 +C3+1 3 2 +C4+2 +04 +2 9 MTG. RAIL, TYP, �.✓"/ 53.000 1+C2 +1+C2 +1 3 1 +C2 +t +C2 +1 3 1 +C2 +1+C2 +1 3 1 +CS+1 +C3 +1 a 1 +C3+1 +C3+1 3 2 +C4 +2 +C4 +2 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS R cow RI*"' I - / maomr , T I „ � � ANCHORAGE SPACING XOX 113 - 113 -113 / j ? i� r AX 4/fA17 8 REVISE HEADSSILLANCHORCLUSTERFORMAT NOKOMIS,FLSWO m 11 lvww� Da.. F.K &lzw A ADD AIR SPACE DIMENSIONS GLASS TYPES E THRU J. P.O. SQX 15M ALUM. HORIZONTAL ROLLER WINDOW, NON - IMPACT R erl L. dark, P.E. s.raswe aia4 rr,,,+oW w" PE #39712 f.K A78 J.J. 16m NOxofSe 3aT4 Bet ter I 1a NTS 10 d 12 4127 -20 B Structural ill ANCHOR TYPE GLASS TYPES A,C,E.I GLASS TYPES B,D,F,G,H,J NOTES: " & SUBSTRATE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1 1, CONC 1. ANCHOR TYPES: WINDOW SIZE ZONES ZONES ZONES ZONES ZONES ZONES 1 -1/4" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX 3412 STEEL SCREWS (GS) g g 2 Q 2. GLASS TYPES: v y d y rn y A. 3/16" ANNEALED GLASS .a S "p x ot3 eC ep 66 W B. TEMPERED GLASS J 28.500 x 38.375 1 +C3 +1 2 1 +C3 +1 2 1 +C3 +1 2 1 +C3 +1 2 1 +C3 +1 2 1 +C3 +1 2 C. 1/4" ANNEALED GLASS 4 48.000 1 +C3 +1 3 1 +C3 +1 3 1 +C3+1 3 1 +C3+1 3 1 +C3 +1 3 1 +C3 +1 3 D. 1/4" TEMPERED GLASS F 60,825 1 +C3 +1 3 1 +C3 +1 3 1 +C3+1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 E. 13/18" LG., 1/8" ANNEALED, 9/18" AIR SPACE, 1/8" ANNEALED i 54.000 1 +C3 +1 3 1 +C3 +1 3 1 +C3+1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C3+1 3 F. 13118° LG., 118" TEMPERED, 9116" AIRSPACE, 1 /8" TEMPERED G. 13/16" I.G., 3N6" ANNEALED, 7/16" AIR SPACE, 3/16" ANNEALED 60.000 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 4 1 +C3 +1 3 1 +C3 +1 3 H. 13/16" I.G., 3116" TEMPERED, 7/16" AIR SPACE, 3/16" TEMPERED 0 63,000 1 +C3 +1 3 1 +C3 +1 3 1 +C3+1 3 1 +C3 +1 4 1 +C3 +1 3 1 +C4 +1 3 I. 13/18" I.G„ 3/18" ANNEALED, 112" AIR SPACE, 118° ANNEALED 0 37.000 x 38.375 1 +C3 +1 3 1 +C3 +1 2 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 2 1 +C3+1 3 J. 13/16" I.G., 3118" TEMPERED, 1/2 "AIR SPACE, 1f8 "TEMPERED z 48.000 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 4 1 +C3 +1 3 1 +C4 +1 4 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 3 $0.625 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 4 1+C3 +1 3 1 +C4 +1 4 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE, W 54.000 1 +C3 +1 3 1 +C3+1 3 1+C3 +1 3 1+C4 +1 4 1 +C3 +1 3 1 +04 +1 4 HE D& SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 3E 80,000 1 +C3 +1 3 1 +C3+1 3 1 +C3+1 3 1 +C4 +1 4 1 +C3 +1 3 1 +C5 +1 4 18 314" MAX. FROM CORNERS. g 83.000 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C4 +1 4 1 +C3 +1 3 1 +C5 +1 4 JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. LL 48.000 x 38,375 1 +C3 +1 3 1 +C3 +1 2 1 +C3+1 3 2 +C3+2 4 1 +C3 +1 3 2 +C3 +2 4 uj 48.000 1 +C3 +1 3 1 +C3+1 3 1 +C3 +1 3 2 +C4 +2 5 1 +C3 +1 3 2 +04 +2 5 Z 50.626 1 +C3 +1 3 1 +C3 +1 3 1 +C3+1 3 2 +C4 +2 5 1 +C3+1 3 2 +C6 +2 5 TABLE KEY: 0 54.000 1 +C3 +1 3 1 +C3+1 3 1 +C3 +1 3 1 +C4+1 5 1 +03 +1 3 2 +C5+2 4 ® 2 +C3 +2 3 ----- ANCHOR QUANTITY PER JAMB 60.000 1 +C3 +1 3 1 +C3+1 3 1 +C3+1 3 1 +C4 +1 5 1 +C3 +1 3 2 +C6 +2 4 63.000 1 +C3 +1 3 1 +C3+1 3 1 +C3+1 3 1 +C4+1 5 1 +C3+1 3 1 +C5+1 4 HEAD AND SILL ANCHOR QUANTITIES DI 63.125 x 38.375 1 +03 +1 3 1 +C3 +1 2 1 +C3 +1 3 2 +C3+2 4 2 +C3+2 3 2 +C4 +2 4 A CLUSTER OF (3) ANCHORS 48.000 1 +C3 +1 3 1 +C$+1 3 1 +03 +1 3 2 +C4 +2 5 2 +03+2 3 2 +C6+2 5 CENTERED ON THE MEETING RAIL 50,525 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 5 1 +C3+1 3 2 +C5+2 6 PLUS (2) ANCHORS AT OPERABLE Z VENT AND FIXED SECTION. (7) Q 54.000 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 6 1 +C3+1 3 2 +C5+2 5 ANCHORS TOTAL AT HEAD AND SILL. 60,000 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C4 +1 5 1 +C3+1 3 2 +C5+2 4 KI 63,D00 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C4+1 $ 1 +C3 +1 3 2 +C6 +2 4 (3" MIN. O.C. ANCHOR SPACING) o 60.000 x 38.375 1 +C3 +1 2 1 +C3+1 2 1 +C3 +1 2 2 +C3 +2 4 2 +C3+2 3 2 +C3 +2 4 L6 48.000 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 5 2 +C3+2 3 2 +C4 +2 5 X18 3/4" MAX. U) 60.625 1 +C3 +1 3 1 +C3 +1 3 1 +C3+1 3 2 +C4 +2 5 2 +C3+2 3 2 +C6 +2 5 I II -�{ -3" MIN. 64,000 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 6 2 +C3 +2 3 2 +C5 +2 6 ® "� X 0 80,000 1 +C3 +1 3 1 +C3+1 3 1 +C3 +1 3 2 +C4 +2 5 1 +C3+1 3 2 +CS +2 5 Z 63.000 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 2 +C4+2 5 1 +C3 +1 3 2 +C5+2 5 ® PROWCT R'VISED MTG. RAIL 88.000x 38.376 1 +C3 +1 2 1 +C3 +1 2 1 +C3 +1 2 2 +G3 +2 4 2 +C3 +2 3 2 +C3 +2 3 a comply with tha Florida $,alah,,coao 48,000 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 2 +C3+2 5 2 +C3 +2 3 2 +C4 +2 4 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS AcaeptencoNoo 60.825 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 2 +C3+2 5 2 +C3+2 3 2 +C4 +2 4 (SHOWN IN TABLE KEY ABOVE) >3 Ira on D w atc o tI 0 64.000 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 2 +C4+2 6 2 +C3 +2 3 2 +C4 +2 5 D Fro T 60.000 1 +03 +1 3 1 +C3 +1 3 1 +C3 +1 3 2 +C4+2 5 2 +C3+2 3 2 +C5+2 6 8 3/4" MAX. ion Z 83,000 1 +Q3 +1 3 1 +C3 +1 3 1 +C3 +1 3 2 +C4r2 5 1 +C3 +1 3 2 +C5 +2 5 I � 3 MIN. P Q 74.000 x 38.378 1 +C3 +1 2 1 +C3 +1 2 1 +C3 +1 2 2 +C3+2 3 2 +C3 +2 2 2 +C3+2 3 1_ 48.000 1 +C3 +1 3 1 +C3+1 3 1 +C3 +1 3 2 +C3 +2 4 2 +C3+2 3 2 +C3 +2 4 9 " REF. X_ 0 50.626 1 +C3 +1 3 1 +C3+1 3 1 +C3+1 3 2 +C3 +2 4 2 +C3+2 3 2 +C3+2 4 - 6C000 1 +C3 +1 3 1 +C3 +1 3 1 +C3+1 3 2 +C3+2 5 2 +03+2 3 2 +C4 +2 4 MTG.RAIL 60.000 1 +C3 +1 3 1 +C3 +1 3 1 1 +C3 +1 3 2 +C4 +2 5 2 +C3 +2 3 2 +C4 +2 6 63.000 1 +C3 +1 3 1 +C3 +1 3 1 1 +C3 +1 3 2 +C4 +2 5 2 +C3+2 4 2 +C5+2 5 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS MR - aer s � ANCHORAGE SPACING XOAND OX WINDOWS ?Ft F.K utro 6 REVA4E HEAD d SILL ANCHOR CL usTER FORMAT NaxoMtB ALUM HORI ROLLER WINDOW, NON4MPACT F K M21M A ADD AIR SPACE LNMENSIONS GLASS TYPES E THRU J. P.O. Box Ism _ R dark, P.E. �FK 7AM J.J. 9V22/6S NOKOMNB R. 34V4 Vtstbly&uff f fo Al7S 11 s 12 4127 -ZO 8 sa m„a ® ® 1314" MIN. E.D. TYP. NOTES: MIN. 3.4 KSI �rT` 2x WOOD BUCK, 3/6 ®1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO CONCRETE . NOTE 3 1 " TAPCONS EMBEDED 1 3/8" MIN. OR 1/4" S84 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ;" " MINA ANCHOR TO CONCRETE EDGE IS 13/4". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. : NOTE 1® Ix WOOD ' + "• . 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G6) OR 1/4" SS4 CRETE -FLEX BUCK, ® WITH #12 TRIMFIT HEAD. NOTE 3 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1 x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1/4" 1/ THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE, MAX. MAX. ��IIIIII WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SHIM SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYALITHORITY HAVING JURISDICTION. CONCRETE WOOD ANCHOR, ANCHOR, 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083 -T6 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A S12E TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #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. 1 /4" & MAX. 6 . MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER SHIM 1 3/8° ® 1/4" MAX. SHIM �+ - 1 1/4" MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT,,(:DITIONZOC* Ir �I MIN. I (1.6 KSI CMU) �� " OR a PER NOTE 1 (3.4 KSI CONCRETE) WOOD 0 CONCRETE ANCHOR, ANCHOR, NOTE 2 1=9 NOTE 1 1 3!4" EXTERIOR INTERIOR "MIN. E.D (HEAD& SILL DETAILS A, B, C, D�& H) .....• TYP. 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 SEE NAILING IN DETAIL E DETAIL F (JAMB DETAILS E , F d 1) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR CONCRETE ANCHOR WOOD DETAIL H (HEAD OR, 1 NOTE2 ANCH NOTE AIN LINO .131 DIA, MIN. x 2 112" NAIL AT CORNERS AND 6" O.C. Q 114" 1/4" TYPICAL DETAILS G, H 8 I. e� , �uiu: tl:c Vlndda MAX. MAX. 13 : Aocept u :,; -� a �Q p SHIM SHIM j SxpieuuouUo;c if ---j- 8EE By " +� NAILING MI e P uct cony NOTE 1 ® "' 13/8" MIN. ® on :�•' 1 4 "® E + . SEE NAILING MIN. 3.4 KS� �. + ' • 1 CONCRETE 2x WOOD " ® DETAIL C BUCK DETAIL D NOTES DETAIL Q ( SILL) DETAIL I (JAMB) TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS R.Wor calk N 107 OECw4aoor D RIVE ANCHOR DETAILS F.k 4V1A77 B ADD I.R FRAME. CHQ NOTE b TD 'rCllRRENT EDlTlDN' CK(1MI9, FL 94P7e F.k bh2A1b A ADONOTEb: P.o. SOX 1s2e ALUM. HORIZONTAL ROLLER WI NDOW, NO N- IMPACT Rio L. Cla P.E. Mew VAN 1SmRw' P_ IF M" CJM"ra4 . G"ex NaC M FL 34274 Wsibb Bette. 4MYMbI k e,rr a�ae a"" PE #39712 F.k 2/27116 1.1. 3 NRero NTS f2 a 12 412720 Q Structural t MIAMI -DADS # MIAMI -DADS COUNTY, FLORIDA METRO-DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.buildinscodeonline.com PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ)_ This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the 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, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: `Series SH -600" Aluminum Single Hung Window- N.I. APPROVAL DOCUMENT: Drawing No. 4032 -20, titled "Alum. Single Hung Window Non - Impact. ", dated 09/21/05, sheets 1 through 13 of 13, 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 Acceptance number and approval date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA- Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -1, and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO NOA No 05-0928.03 ©� 2 r Expiration Date: January 26, 2011 0 (►� 0 �6 Approval Date: January 26, 2006 7 1 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4032 -20, Sheets 1 through 13 of 13, titled "Alum. Single Hung Window - Non- Impact ", prepared by manufacturer, dated 10/4/01 with revision "F" dated 07/20 /05, 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung, prepared by Fenestration Testing Laboratory, Test Report No. FTL -4655, dated 07/08/05, signed and sealed by Eduardo Largaespada, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Water Resistance Test, per FBC, TAS 202 -94 3) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung, prepared by Fenestration Testing Laboratory, Test Report No. FTL -4658, dated 07/15/05, signed and sealed by Eduardo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4657, dated 07/08/05, signed and sealed by Eduardo Largaespada, P.E. 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung, prepared by Fenestration Testing Laboratory, Test Report No. FTL -4656, dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E. 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung, prepared by Fenestration Testing Laboratory, Test Report No. FTL-4654, dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E. Herminie F. Gonzalez, P.E. tor, Building Cale Compliance Office NOA No 05- 0928.03 Expiration Date: January 26, 2011 Approval Date: January 26, 2006 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung, prepared by Fenestration Testing Laboratory, Test Report No. FM-4653, dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E. C. CALCULATIONS 1. Anchor Calculations, and structural analysis, prepared by Structural Design, Inc., dated 06 /03/05, signed and sealed by Farrokh Rasekhi, P.E. Complies with ASTM E1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, dated 09/26/05, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 09/26/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Letter from the consultant, dated December 05, 2005, stating that the product is in compliance with the Florida Building Code (FBC). Herminio F. Gonzalez, P.E. D. tor, Building Code Compliance Office NOA No 05-0928.03 Expiration Date: January 26, 2011 Approval Date: January 26, 2006 E -2 GENERAL NOTES: NON - IMPACT SINGLE HUNG W INDOW E NG N 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 3/16" ANNEALED GLASS B. 3116" TEMPERED GLASS C. 1 /4" ANNEALED GLASS D. 1/4" TEMPERED GLASS E. 13/16" I.G„ 118" ANNEALED OUTBOARD, AIR SPACE, 1/8' ANNEALED INBOARD NOA DRAWING MAP F. 13116" I.G., 1/8' TEMPERED OUTBOARD, AIR SPACE, 1/8' TEMPERED INBOARD SHEET G. 13/16" I,G., 3116" ANNEALED OUTBOARD, AIR SPACE, 3116" ANNEALED INBOARD GENERAL NOTES ............. 1 GLAZING DETAILS............ 2 H. 13/18" I.G., 3/16" TEMPERED OUTBOARD, AIR SPACE, 3/16" TEMPERED INBOARD DESIGN PRESSURES...,... 3 ELEVATIONS ..................... 8 L 13/18" I.G., 3116" ANNEALED OUTBOARD, AIR SPACE, 1/8" ANNEALED INBOARD VERT. SECTIONS ............. 7 HORIZ. SECTIONS,.........,. 7 J. 13116" I.G., 3/16" TEMPERED OUTBOARD, AIR SPACE, 1/8' TEMPERED INBOARD PARTS LIST ....................... 8 CORNER DETAIL.. ............ 9 2. CONFIGURATIONS: "OX" (111, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) EXTRUSIONS .................... 9 ANCHORAGE .................... 10.13 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3,4 AND 6) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.98• Approv4enaerav414udw B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. varr� C. DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE DETAILS. b rG a , 5. MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI -DADE AND WHERE IMPACT RESISTANCE IS REQUIRED, 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7, REFERENCE TEST REPORTS: FTL -4853, FTL -4654, FTL"4656, FTL -4858, FTL -4657 ANO FTL -4668 8. SERJES/MODEL DESIGNATION SH600, ALSO REFERRED TO AS SH701, i a"re4ey: Oeb: Mvbi"M. OuwbMa vb 1070 TECF NOLOGY DRIVE GENERAL NOTES ► Z. 03 NOKOMI& FL 34276 7 M" r: ALUM. SINGLE HUNG WINDOW, NON - IMPACT Robert , Clark, P.E. NOKOV.•115, FL 34274 Visibly Better PE #38712 F.K. 0 7J4/05 c J.J. r 9/21912,1045 SHB00 s"w: NT$ 7 m 13 � "�y, 4032 - Structural rl rl 39 OR 40 f l�NOM. 39 Q R 40 v2" NOM. GLASS BITE GLASS BITE C,] EXTERIOR INTERIOR [> (ALL SECTIONS) 37 � 37 80 OR 81 82 OR 83 70 70 i —3/10" ANNEALED OR TEMPERED GLASS —�-' � —1/4" ANNEALED OR TEMPERED GLASS 3/18" MONOLITHIC GLASS 1/4" MONOLITHIC GLASS �pynwsd N 4or4pIYw6� � t 1 /4" NOM, 48 GLASS SITE 38 86 THRU 91 70 I 1/8" OR 3/10" ANNEALED OR TEMPERED GLASS AIR SPACE 1/8" OR 3/18" ANNEALED OR TEMPERED GLASS 13!10" 13/1.6" INSULATED GLASS I ". 1070 TECHNOLOGY DRIVE GLAZING DETAIL NOKOMIS, FL 34275 r " P.O. BOX 1529 ALUM_ . SINGLE HUN WIND NO N - IMPACT Roben L. Clerk, P.E. r per,. ChkW p"y, NOKOMIS, FL 34274 VWbdy Berrer °'' PE 539712 F.K. 714105 J.J. 521/05 SH000 FUII 2 v 13 4032 - strudurd DESIGN PRESSURES FOR MIAMI -DADE COUNTY (ASTM E 1300 -98) TABLE 1. 1/1 WINDOWS EQUIPPED W1 HIGH SILL OPTION WINDOW WINDOW HEIGHT WIDTH GLASS TYPE 26" 38 318" 44" 1 505/8 1 63" 72' 74" 76" MEETING RAIL A +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 1 -94.6 +78,5 -78.5 +75,7 -75.7 +73.0 -73.0 T 791!8" B D F H J +80.0 - 150.0 +80.0 - 160.0 +80.0 -150.0 +80.0 •160,0 +80.0 1 -150.0 +80,0 •128.5 +80.0 - 123.8 +80.0 -11$,5 I T C G +80.0 -150,0 +80.0 -150,0 +80.0 •160.0 +80.0 •131,8 +80.0 1 -94.6 +78,5 •78.5 +75,7 -76.7 +73.0 - 73.0 %" SA SH E. 1 +80.0 -135.0 +80.0 - 135.0 +80.0 -135,0 +80,0 -131.8 +80.0 -94.6 +76,5 -76,5 +75.7 •75,7 +73,4 -73.0 A +80.0 -120.0 +60.0 •120.0 +80.0 - 120.0 +60.0 -120.0 +80.0 - 84.9 +68.9 -68.2 +68.2 - 66.2 +63.6 -83.8 u „ B D F H J +80.0 -150.0 +80,0 -150.0 +80.0 -150.0 +80.0 -150.0 +80.0 - 138.8. +80.0 -112.8 1 +80.0 •108.3 +80.0 •104.1 C,G +60.0 -160,0 1 +80.0 -150,0 +80.0 -150,0 +80.0 -124.3 +80.0 -84.9 +88,9 -68.9 +88.2 -88.2 +63,8 •63.6 E, 1 +80.0 -135,0 1 +60.0 -135.0 +80.0 -138.0 1 +80.0 1 -124.3 +80.0 - 84.9 +88,9 88,9 +88.2 - 86.2 +63.8 1 •83.6 A +80,0 -120.0 +80.0 •120,0 +80.0 -117.4 +80,0 -98.7 +80.0 - 60.0 +62,0 -82.0 +591 -59.1 +68.4 -56.4 66.9 +54,8 -64.8 +53.7 ft B D F H J +80.0 -150,0 +80.0 -150.0 +80.0 •150.0 +80.0 -150,0 +80.0 -131.0 +80.0 -101.5 +80,0 -96.7 +80.0 -92.3 NOTE: 32" WINDOWS WITH THE LOW SILL C 0 +80.0 -150.0 +80.0 -150,0 +80.0 -150.0 +80.0 •124.0 +80.0 - 80.0 +82.0 -62.0 +69,1 -59.1 +56.4 -58.4 OPTION ARE LIMITED TO A E, 1 +80.0 -135.0 +80.0 -118.6 +80,0 -108.3 +80.0 -100.9 +80.0 -80.0 +62A -62.0 +59.1 -69.1 +56,4 -56,4 POSITIVE DESIGN PRESSURE A +80.0 -120.0 +80.0 -120.0 +80,0 -100.1 +80.0 - 84.6 +69.4 - 69.4 +81.3 -81.3 +58.0 -58.0 +55.0 -65.0 OF +64.0 PSF OR LOWER AS 37" B D F, H, J +80.0 -150,0 +80.0 -160.0 +80.0 -150.0 +80.0 -150.0 +80.0 -131.0 +80,0 -100.3 +80,0 -94,9 +80.0 -90.1 SHOWN IN THE TABLE, C G +80.0 -150.0 +80.0 -135.6 +80.0 -124.7 +80,0 -1151 +80.0 •80.0 +81.3 - 61.3 +58,0 •58.0 +66.0 -56.0 NEGATIVE DESIGN PRESSURES E, 1 +80,0 -138,0 +80,0 -99.0 +80.0 -91.3 +80,0 -87.7 +77.3 - 77.3 +81.3 - 61.3 +58,0 -68.0 +65.0 -56.0 ARE UNEFFECTED. A +60,0 - 120.0 , +80.0 -115,4 +80.0 91,8 +79,2 - 79.2 +84.7 -64.7 +59.0 -59,0 +57.9 -57.9 +56.0 � -55.0 40" B D F H J +80.0 -150,0 +60,0 -150,0 +80.0 -160,0 +80.0 •150.0 +80.0 -131.0 +80.0 -100.3 +80.0 •94.9 +80.0 •90.0 C G +80.0 •150.0 +80.0 -122.2 +80.0 -111,8 +80.0 •103.0 +80,0 •80.0 +61.3 -81.3 +58,0 •58,0 +66,0 -65.0 E. 1 +80.0 -135.0 +80.0 -92,4 +80.0 -83.3 +80.0 -80.0 +71.0 •71.0 +61.3 -61.3 +58.0 -68.0 +65.0 •55.0 A +80.0 -120.0 +80.0 •107.6 +80.0 -87.2 +71.3 -71.3 +68.2 -68.2 +53.0 - 53.0 +52.3 -52.3 +51.7 -51,7 n 0°°t Br B D F H J +60.0 -150.0 +80.0 •150,0 +80.0 -150.0 +80.0 -147,1 +80.0 -131,0 +80.0 •100,3 +80.0 - 94.9 +80.0 -90,0 44" C +80.0 -146.3 +80.0 -108.0 +80.0 -98.2 +80.0 -89,9 +76.5 •76.5 +81,3 -61.3 +58.0 -68.0 +65.0 -55,0 E,1 +80,0 -135.0 +80.0. -83.4 +74.4 -74.4 +70.7 •70.7 +65.3 -85.3 +80,8 -60.8 +58.0 -58.0 +85.0 -65,0 G +80,0 •148,3 +80,0 -108.0 +80.0 -98.2 +80.0 -89.9 +80,0 - 80.0 +81,3 -81.3 +68.0 -68.0 +66.0 -55.0 4 A +80,0 -120.0 +80.0 -96A +80.0 - 80.5 +63.5 •63.5 +53.0 -53.0 +48.8 - 48.8 +48.0 -48.0 +47,3 -47.3 48" B D F H J +80.0 •150.0 +80.D -150,0 +80,0 -143.4 +80.0 -130,5 +60.0 -114,9 +80.0 -100.3 +80.0 •94.9 +80,0 -90.0 CG +80,0 •132.2 +80.0 •96.8 +80.0 -87.6 +79.7 -791 +70.2 •70,2 +61,3 -61.3 +58.0 -68.0 +68,0 I +80,0 -132.2 +79.5 -79.5. +87.7 -67.7 +63.3 -83.3 +89.8 59.6 +56.3 •56.3 +64.0 64.0 +53.1 A +80.0 -117.7 +80.0 -85.4 +74,5 -74.5 +58.2 - 68.2 +47,2 - 47.2 +43.5 - 43.6 +43.1 -43.1 +42.8 B D F H J +80.0 •150.0 +80.0 139,7 +80.0 -125.9 +80.0 •113.9 +80.0 •99.1 +80.0 -92.3 +80.0 -91.1 +80.0 63118" C +80.0 117.7 +80.0 66,4 +77,0 -77.0 +69.8 -69,8 +60.0 80.8 +56.9 +80.0 -117.7 +75.8 -75.6 +60.2 80.2 +54,8 84.8 +62,8 62.8 +60.7 601 +4$.9 49.9 +49.0 0 +80,0 - 117.7 +60.0 -85,4 +77.0 -77.0 +69,6 •89.8 +60.6 •80.8 +584 •684 +65,7 -85.7 +55,0 GLASS TYPES: A. 3116" ANNEALED E. 13110" I.G., 118" ANNEALED, AIR SPACE, 1/8" ANNEALED I. 13116" I.G., 3/18" ANNEALED, AIR SPACE, 1/8" ANNEALED B. 3/18" TEMPERED F. 13118" I.G,, 118" TEMPERED, AIR SPACE, 1/8" TEMPERED J. 13/16" I,G., 3/16" TEMPERED, AIR SPACE, 1/8" TEMPERED C. 1/4" ANNEALED G. 13116" I.G., 3118" ANNEALED, AIR SPACE, 3116" ANNEALED D. 114" TEMPERED H.13119 I.G., 3/16" TEMPERED, AIR SPACE 3/16" TEMPERED I wtl (We: awq„Mn: 1070 TECHNOLOGY DPoVE DESIGN PRESS 1/1 WINDOWS NOKOMIS, FL 34275 P.O. Sox ts2a ALUM _SINGLE HUNG WINDOW, N - IM PACT RobeA L. dark, P.E. an: a 0eh: NOKOMIS, FL 34274 UGrtbly Herter ae"rn+�eu �°'"' °111N N "' - PE #38712 F.K 7/4/85 J.J. 8/21/05 3tIB00 NT$ 3 13 4032 - 20 Structural I DESIGN PRESSURES FOR MIAMI -DADS COUNTY (ASTM E 1300 -98) TABLE 2. STANDARD VIEW AND RADIUS TOP WINDOWS EQUIPPED W/ HIGH SILL OPTION W INDOW HEIGHT OVER SASH HEIGHT WINDOW 29 314" 38 318" 44" 50518 83" 72" 74" 70" Q WIDTH GLASS TYPE 1218HS" 18 3/8" 185/8" 215110" 26114" 2913/16" 30 518" 317110" A +8010 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -105.5 +51.3 -61.3 +49.3 -49.3 +47.5 -47.5 MEETING RAIL 19118" B D, F H J +80.0 -150.0 +80.0 -160.0 +80.0 -150.0 +80.0 -160,0 +60,0 -141.4 +80.0 -115,5 +80.0 -111.0 +80.0 -106.8 C G +80.0 -160.0 +80.0 •160.0 +80.0 -160.0 +80,0 •144,0 +80.0 •105.5 +51.3 •61.3 +49.3 -49.3 +47.5 -47.6 nx SA T E, 1 +80.0 •135.0 +80.0 •135.0 +80.0 •135.0 +80.0 •129,4 +80.0 -98.6 +51.3 -61.3 +49.3 -49.3 +47.6 - 47.5 _1! A +80.0 -120.0 +80.0 •120.0 +80,0 -120.0 +80.0 -114.3 +80.0 -89.0 +44.4 AAA +44.4 -44.4 +42.5 -42.6 �„ B D F H J +80,0 -150.0 +80.0 -150.0 +80,0 -150.0 +80,0 -150.0 +80.0 -150.0 +80.0 104.5 +80.0 99.9 +80.0 -95.6 C G +80.0 -160.0 1 +80.0 -160.0 +80.0 -160.0 +80.0 -130,4 +80.0 -92.1 +46.4 - 48.4 +44.4 -44.4 +42.6 •42.6 E, 1 +80.0 •136.0 1 +8070 -136.0 +80.0 -129.2 +80.0 -111,8 +80.0 -88.4 +46.4 -46.4 +4444 44.4 +42.5 1 -42.5 A +80.0 -120.0 +80.0 •114.0 +80.0 -95.8 +80.0 -83.9 +68.3 -68.3 +44.6 -44.6 +42.2 -42.2 +40.0 1 -40.0 1 NOTE: 32" B D F H J +80.0 -150.0 +80.0 -150.0 +80.0 -150,0 +80.0 -150.0 +80.0 -134.3 +80.0 -100.3 +80.0 -94.8 +80.0 -90.0 WINDOWS WITH THE LOW SILL C G +80.0 -150.0 +80.0 -150.0 +80,0 -132.4 +80.0 -113.2 +80,0 -82,1 +44.6 -44.8 +42.2 - 42.2 +40,0 40.0 OPTION ARE LIMITED TO A E, 1 +80.0 -128.1 +80.0 -107.1 +80.0 -99.6 +80.0 -92,4 +75.9 -75.9 +44.6 -44.6 +42.2 12.2 +40.0 -40.0 POSITIVE DESIGN PRESSURE A +80.0 -120.0 +80.0 -96.6 +80.0 -82.6 1 +72.8 - 72.8 +62.1 -62.1 +44.6 -44.6 +42.2 - 42.2 +40.0 40.0 OF +64.0 PSF OR LOWER AS B 0 F H J +80.0 -150.0 +80.0 -160.0 +80.0 -150.0 +80,0 -150,0 +80.0 -131.6 +80.0 -100.3 +80.0 -94,9 +80.0 -90,0 SHOW VE DES IGGN N PRESSURES 37° C G +80.0 -150.0 +80.0 -130.6 +80.0 -115.3 +60.0 -98,7 +77.3 •77.3 +44.8 -44.6 +42.2 -42,2 +40.0 -40.0 NEGATIVE DESIGN ARE UNEFFECTEp. E, 1 +80.0 -112.8 1 +60.0 -90,4 +80.0 -86.7 +79.7 •79,7 +69.6 - 69.5 +44.6 -44.6 +42.2 1 - 42.2 +40.0 -40.0 A +80.0 -120.0 1 +80.0 -90.0 +77,0 -77.0 +67,0 -67.0 +57,5 -57.6 +44.6 -44.6 +42.2 1 - 42.2 +40.0 1 -40.0 40 " B. D F H J +80.0 -150.0 +80.0 -160.0 +80,0 - 150.0 +80.0 -1%0 +80.0 -131,6 +80.0 -100.3 +80.0 •94,9 +80.0 1 -90.0 C G +80.0 -139.6 +80.0 -117.1 +80.0 -107,6 +80.0 -90,2 +72.3 - 723 +44.8 -44.6 +42.2 -42.2 +40.0 -40.0 E 1 +80.0 -104.5 +80.0 -82.8 +79.3 -79.3 +73.5 -73,5 +86.2 -86.2 +44.8 -44.8 +422 -42.2 +40.0 -40.0 A +80.0 -120.0 +80.0 -84.8 +69.1 49.1 +60.6 1 -60.6 +62.1 -52.1 +44,8 -44.6 +42.2 -42.2 +40.0 •40.0 y waft B D F H J +80.0 -150.0 +80.0 •180.0 1 +80.0 -160.0 +80.0 1 -146,5 +80.0 - 131.2 1 +80.0 -100.3 +80.0 -94.9 +80.0 •90.0 Datum C.0 +80.0 -123,7 +60.0 -102.8 +80.0 -94.3 +60.0 -80.2 +86.1 -66.1 +44,6 -44.0 +42.2 -42.2 +4040 -40,0 ha / E I +00.0 -98,7 +73,8 -718 +70.2 -70.2 +68.0 -86.0 +59.0 - 69.0 +44.6 - 44.8 +42.2 -42.2 +40,0 10.0 M M A +80.0 - 120.0 1 +80.0 -84,8 +69.1 •69.1 +60.5 -00,6 +62,1 -52.1 +44,5 - 44.6 1 +42.2 - 42.2 1 +40.0 -40,0 B D F H J +80,0 -180.0 +80.0 •160.0 +80.0 -142.3 +80.0 -129.7 +80,0 -114.7 +80.0 -100.3 +60.0 -94.9 +80.0 -90.0 C G +80.0 -111.1 +80.0 -81.8 +80.0 -83.6 +76.0 -76.0 +60.1 - 80.1 +44.6 -44.6 +42.2 -42.2 +40.0 10.0 E,1 +80.0 - 93.0 +88,9 86.9 +62.9 -82.9 ±60,4 •60.4 +53.6 - 63.8 +44.6 -44.6 +42.2 42.2 +40.0 40.0 A +80.0 -98.3 +71.3 -71.3 +56,0 56.0 +48.8 -48.8 +42.9 12.9 +402 1 39 0.2 +39.8 3g.8 +3g.3 .3 831/8" B D F N J +80.0 •150.0 +80.0 -138.4 +80.0 -124.9 +80.0 -113,2 1 +80.0 -98.8 +80. 90 0 -92.2 +80.0 91.0 +80.0 ,0 C G +80.0 -98.3 +80.0 -80.4 +72.9 - 72.9 +66.5 -66.6 +54,4 -64.4 +41.0 41.0 +40.5 10,5 +40.0 10.0 E, 1 +80.0 -91.0 +58.3 -5&3 +64.3 -54.3 +52.7 1 -62.7 1 +49.7 19.7 +41.0 41.0 +40.6 40. +40.0 40.0 GLASS TYPES: A. 3118" ANNEALED E. 13116"1.G,, 118" ANNEALED, AIRSPACE, 1/8" ANNEALED I. 13/16"16G., 3/18" ANNEALED, AIR SPACE, 1 /8" ANNEALED B, 3116" TEMPERED F. 13116" I.G., 1/8" TEMPERED, AIR SPACE, 1/8" TEMPERED 113/16' I.G., 3/16" TEMPERED, AIR SPACE, 1/8" TEMPERED C. 1/4" ANNEALED G. 13116" LO., 3/16" ANNEALED, AIR SPACE, 3/16" ANNEALED D. 1/4" TEMPERED H. 13116" I.G., 3110" TEMPERED, AIR SPACE, 3116" TEMPERED P T 1070 TECHNOLOGY DRIVE DESIGN PRESSURES, STANDARD VIEW / 6 NOKOI #19, FL 36276 nw: P.O. BOX = = == ALUM. SINGLE HUNG WINDOW, NON - IMPACT RottL.clax,P.E. aw. NOKOMIS, FL 34274 Visibly Better suk.n6eax ear" m..e or""agrxi w., PE #39712 F.K. 7/4/05 J.J. 8!27105 SH600 NTS 4 n 13 403220 Structure! I DESIGN PRESSURES FOR MIAMI -DADE COUNTY (ASTM E 1300 -98) TABLE 3. CUSTOM VIEW AND RADUS TOP WINDOWS EQUIPPED Wl HIGH SILL OPTION WINDOW WINDOW HEIGHT WIDTH GLASS TYPE 293/4" 38 3/6" 1 50518 1 63" 72" 74" 76" "0" A +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 1 -90.9 +62.9 -62.9 +51.3 1 -51.3 +49.3 49.3 +47.5 47.5 19118" 8 D F H J +80,0 -150.0 +80.0 -160.0 +80.0 -150,0 +80.0 -160.0 +80.0 -141.4 +80.0 1 -116.5 +80.0 -111.0 +80.0 -106.8 C G +80.0 -150.0 +80.0 -160.0 +80,0 -150.0 +80.0 -90.9 +62.8 -62,9 +61.3 f -51.3 +49.3 - 49.3 +47,5 47.5 MEETING RAIL E 1 +80.0 -135.0 +80.0 -136.0 +80,0 -120.8 +80.0 - 90.9 +62.9 -62.9 +61.3 -51.3 +49.3 49,3 +47.5 -47.5 A +80.0 -120.0 +80.0 -120.0 +80.0 -107.2 +80,0 -87,3 +68.6 -58.6 +46.4 -48,4 +44.4 - 44.4 +42.5 -42.6 5A��SH 24„ B D F H J +80.0 -150,0 +80.0 -150.0 +80.0 -150.0 +80.0 -150.0 +80.0 -132.0 +80.0 -104.6 +80.0 -99.9 +80.0 -95.8 T C G +80,0 -150.0 1 +80.0 -160.0 +80.0 -148.9 +80.0 -90.1 +58.6 -58.6 +46.4 48.4 +44.4 44.4 +42.5 -42.6 E,1 +80.0 -135.0 1 +80.0 -128.0 +80.0 -106.6 1 +80.0 -8519 +58.6 - 58.6 +48.4 -46.4 +44.4 44.4 +42.6 1 -42.5 A +K0 -120,0 +80.0 -95.5 +80.0 -80.1 +66.8 -68.8 +49.3 - 49.3 +43.6 - 43.6 +42.2 42.2 +40.0 -40.0 B D F H J +80.0 -150.0 +80.0 -150.0 +80.0 -150.0 +80.0 -160.0 +80.0 -127.2 1 +80.0 -100.3 +80.0 -94,9 +80.0 F-40.0 NOTE: 32" C +80.0 -160.0 +80,0 -132.1 +80.0 -107.4 +80.0 -87.6 +66.5 -56,6 +44.8 -44.6 +42.2 42.2 +40.0 WINDOWS WITH THE LOW SILL E 1 +80.0 -128.2 +80.0 -99.5 +80.0 -89.6 +73.9 -73.8 +56.8 -55.8 +44.6 -44.6 +42.2 42.2 +40.0 OPTION ARE LIMITED TO A 0 +80.0 -150.0 +80.0 -150.0 +80.0 -144.2 +80,0 -89.2 +56.5 -56.6 +44.6 -44.6 +42,2 42.2 +40.0 POSITIVE DESIGN PRESSURE A +80.0 -120.0 +80.0 -82.4 +69,2 -69.2 +60.6 -60.6 +45.2 45.2 +40.6 -40.5 +40.5 40.5 +40.0 OF PSF OR LOWER AS S D, F H J +80,0 -150.0 +80,0 -160.0 +80.0 -160.0 +80.0 -150.0 +80,0 -118,8 +80.0 -100.3 +80.0 -94.9 +80.0 SHOWWN N IN THE TABLE. NEGATIVE DESIGN PRESSURES 37" C +80.0 -150.0 +80.0 -114.9 +80.0 -92.5 +75.8 -75,8 +62.8 -62.8 +44.6 -44,6 +42.2 42.2 +40.0 . ARE UNEFFECTED. E 1 +80.0 -112.9 +80.0 -86.8 +77.1 -77.1 +68.1 1 -68.1 +51.9 -61.9 444.6 -44.6 +42.2 42.2 +40.0 -40.0 G +80.0 •150.0 1 +80.0 -148.3 +80.0 -124.6 +80.0 1 -84.1 +52.8 -52.8 +44.6 -44.6 +422 42.2 +40,0 40,0 A +80.0 -120.0 1 +76.7 -76.7 +54.6 -64.5 +56.4 1 -56.4 +43.7 43.7 +39.2 -39.2 +39.2 -39.2 +39.2 -39.2 B D F H J +80.0 -150,0 1 +80.0 -160,0 +80.0 -150.0 +80.0 1 -150.0 +80.0 -115,4 +80.0 -97.3 +80.0 -94.9 +80.0 -90.0 40" C +80.0 -142.8 1 +80.0 -107,1 +60.0 -64.1 +70.8 -70.8 +51.3 -61.3 +43.3 -43.3 +42.2 42.2 +40,0 -40.0 E 1 +80,0 -104.8 1 +79.2 -79.2 +70.9 -70.9 +64.1 -641 +49.3 49.3 +43.3 43,3 +421 W+371 0 40.0 u� 7f9 G +80.0 -150.0 +80.0 -138.1 +80.0 -116.2 +74.2 -74.2 +51.3 -51.3 +43.3 43.3 +42.2 0 40.0rteF +� A +80,0 - 120.0 +68.8 -68.8 +68.1 -58.1 +51.5 -51.5 +41.5 41.5 +37.7 -37.7 +37.7 ,7 -37.7 ' 44" B D F H J +80.0 -150.0 +80.0 -150.0 +80.0 -150.0 +80.0 -143,5 +80.0 -112A +80.0 -93.8 +80.0 .0 -90.0 MWr1 C G +60.0 -126.6 +80.0 -06.3 +76.3 - 78.3 +63.8 -63.8 +60.0 -50.0 +41.7 41.7 +41.7 .0 40.0 86 E 1 +80.0 -98.7 +70.1 -70.1 +66,2 -2 +67.7 -67.7 +45,6 -45.6 +40.9 40.9 +409 .0 40.0 A +80.0 - 113.7 +81.9 -81.9 +62.8 -52.8 +47.1 47.1 +39.7 -39.7 +36,0 -36.0 +38.0 .0 -36.0 B D F H J +80.0 -160.0 +80.0 -143.7 +80.0 -133.2 +80,0 -125.8 +80.0 -111.1 +80.0 -91.5 +80.0 -91.8 +80.0 -90.0 48" C +80.0 -113.7 +80.0 -85.3 +70,3 -70.3 +55.9 - 55.9 +48.0 48.0 +40.7 -40.7 +40.7 •40,7 1 +40.0 -40.0 E 1 +80.0 - 98.1 +62.8 -62.8 +69,8 -59.8 +82.9 -62.9 +41.9 41.9 +37.8 -37.8 +37.8 -37.8 +37.8 -37.8 G +80.0 -160.0 +80.0 -111.4 +80.0 -96.1 +55.9 -55,9 +49.4 49.4 +40.7 -40.7 +40.7 40.7 +40,0 40.0 A +80.0 -100,8 +56.8 -86.6 +47.1 47.1 +42.4 42,4 +38.8 -35.8 +333 -33.7 +33.7 -33.7 +33.7 -33.7 631/8 B D F H, J +80.0 -150.0 +80,0 -126.4 +80.0 0111,8 +80.0 108.8 +80.0 98.8 +80.0 -90.0 +80,0 -90.0• +80.0 -90.0 C G +80,0 -100.6 +74.4 74.4 +63.7 83.7 +48.3 48,3 +43.9 43.9 +40.0 - 40.0 +40.0 40.0 +40.0 -40,0 E, 1 +80.0 91.0 +64.3 -54.3 +52.8 -52.8 4.48.3 -48,3 +38,0 -38.0 +34.2 34.2 +34.2 34.2 +34.2 34,2 GLASS TYPES: A. 3/16" ANNEALED E, 13/16" I.G., 1 /8" ANNEALED, AIR SPACE, 1 /8" ANNEALED I. 13116" I.G., 3/16" ANNEALED, AIRSPACE, 1 /8" ANNEALED B. 3/18" TEMPERED F. 13/18" I.G., 1/8" TEMPERED, AIR SPACE, 1/8" TEMPERED J. 13118" I.G., 3/18" TEMPERED, AIR SPACE, 1/8" TEMPERED C. 114" ANNEALED G. 13116" I.O., 3H0" ANNEALED, AIR SPACE, 3118" ANNEALED D. 1/4" TEMPERED H. 13116" I.G., 3/16" TEMPERED, AIR SPACE 3/16" TEMPERED 1070 TECHNOLOGY DRIVE DESIGN PRESSURES, CUSTOM VIEW NOKOMIS, FL 34275 TM° M: ALUM. SINGLE HUNG WINDOW, NON - IMPACT R,ne„L,c�rK,P.E. P.O. BO% 1628 4"+.nt may; y„ppp, ".r PE #39712 , r• 7!4/ NOKOMIS. FL 34274 Vistbty Better F.K. 05 J.J. 9/21/05 SNB00 NTS 5 � 13 4032 -20 Stnictural I II I 53 1/8" MAX, WIDTH (ALL) 49 5/8" MAX. FIXED DLO (ALL) D" C� SEE DLO I I A A TABLE Q D ", S TABLE Q � STA DLO O C LID _ I 76" MAX. 78" MAX. 78" MAX. HEIGHT HEIGHT HEIGHT SEE DLO "MAX. TABLE x SASH SEE DLO �' SEE SEE DLO (MAX') HEI HT TABLE X j NO E 4 TABLE X j NO L= E 4 481/4" MAX. vENT DLO (ALL) DET B DETAI C_ DETA A VIEW (STAN SASH) RADIUS TOP (STANDARD SAS 1/1 LL DAY LIGHT A rwl ° * �ww OPENING SEE DLO E DETAIL S ILL LL TABLE / SEE DLO A 341/2" 34 3116" O 7e" MAX. TABLE O / / HEIGHT / 78" MAX. B 41 5/8" 41 HEIGHT C 411/4" 40 7/8" D 52 5/6" 52 11/18" E 521!4" 52 / 8" SASH SEE DLO X SASH SEE DLO TABLE X 20" W HI HEIGHT j SASH DETAIL SILL BILL HEIGHT A 34 112" 34 3/18" B B 277/16" 271/8" C 1 3/8" 27 U8" DETAIL D DETAIL E D 18 3!B" 153/4" VIEW (CUSTOM SASH ) RA DIUS TO (CUSTOM SASH) E 183/8" 183/4" 4. NOTES: 1. SEE SHEET 7 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 9 FOR CORNER DETAIL VIEWS, 3. SEE SHEETS 11 AND 12 FOR ANCHORAGE INFORMATION. F 4. SEE SHEET 4 FOR STANDARD SASH HEIGHTS, em"s: a"2 T ELEVATIONS / 1070 TECHNOLOGY DRIVE Crf. /6"J NOKOMIS, FL 34275 Tf ! "•� — ALUM. SINGLE HUNG WINDOW, NON - IMPACT Robert L. Clerk, P.E. P.O. BOX 1529 mw o:wyc"". nw: NOKOMI3, FL 34274 uurby Berm PE #39712 a 13 4032.20 SlrucWrsl F.K �7I4/05 J.J. �9/Zf/05 SHBOD NTS B 26 (SEE NOTE) 27 BALANCE PARTS USED 1 INSIDE MAX. VENT DAYLIGHT OPENING ON SASHS >40 LBS 31 14 & 16 0* 7 MAX. 1 2.710° FIXED LITE DAYLIGHT OPENING 25 MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH 9 & 10 25 SECTION A -A OUTSIDE 15 6 23 BALANCE PARTS USED ON SASHS <40 LBS MAX. HEIGHT 21 NOTE: SWEEP LATCH LOCATED ON VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS LOCATED App a," "kh'do OUTSIDE INSIDE 6^ FROM EACH SIDE OF VENT, morms DNa MWd MAX. VENT DAYLIGHT OPENING 68 OUTSIDE 28 53 6 63 53 2048^ 64 2.330" t(HIGH SILL) 52 (LOW SILL) 65 OR 68 (SEE NOTE) (SEE NOTE) SECTION C -C 3 30 12 ULTRALIFT 89 12 ULTRALIFT (EAD DETAIL ONLY ONLY SECTION 8 -B ALTERNATE HIGH SILL (LOW SILL SHOWN) r 1070 recNNaoov owvE * SECTIONS G NOKOMIS, FL 34275 T"^ P.O. Box 1529 ALUM. SINGLE HUNG WINDOW, NON - IMPACT Robed L. Clatic. P.E. x MN: NOKOMIS, FL 34274 Visibly Better ^.num>oe.e -- ^ °11µ9ip1�°' PE 139712 F.K. 714105 J.J. 9/11105 SH600 Hall 7 a 13 4032.20 Structural I ITEM DWG. # DESCRIPTION POT# ITEM DWG. # DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 64 1161 #6 X 1.000 PH, BUGLE TEK 706X1 2 1165 #8 X 1.000 QUAD PN. SMS 781 PQA 65 FOAM TAPE 114 X 1/2 - FOR 3/16 61412K 3 4003C FLANGE FRAME SILL LOW SILL 612226 66 1208 FOAM TAPE 1/8 X 112 - FOR 114 61308K 5 1826 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 68 4051A BASH BOTTOM RAIL HIGH SILL 64051 6 4004 FLANGE FRAME JAMB 612227 69 6050A FLANGE FRAME SILL HIGH SILL 64060 7 4025 SASH STOP ALUMA -TIL 612244 70 SILICONE DOW 899 OR 996 8 4025 1 SASH STOP EGRESS 1.125 LONG 612244 80 A. GLASS 3116" ANNEALED 9 4029 CALDWELL ALUMA -TILT BALANCE, 5 /8" 81 B. GLASS 3/18" TEMPERED 10 1080 BAL. COVER, RIGID VINYL 6/8" OBALEVRQ16 82 C. GLASS 1/4" ANNEALED 11 #8 X,750 PH. PN. SMS 7834AA 83 D. GLASS, 114" TEMPERED 12 BALANCE BOTTOM BRACKET 78ALTBKT 66 E. GLASS, 13/16" 10; 1/8" ANNEALED, AIR SPACE 118" ANNEALED 13 1085 BASH TOP GUIDE, 5/8" BAL, 42504 87 F. GLASS, 13/16" IG; 1/8" TEMPERED, AIR SPACE, 1 /8" TEMPERED 14 4029 -1 CALDWELL ULTRA -LIFT BALANCE, ,670" 88 G, GLASS, 13/18" IG; 3/16" ANNEALED, AIR SPACE, 3116" ANNEALED 15 #8 X 1 PHILLIPS FLAT HEAD S. STL 78XIFPAX 89 JH. GLASS 13116" IG; 3116" TEMPERED AIR SPACE, 3/16" TEMPERED 16 1080 -1 .870 ULTRA -LIFT BALANCE COVER SBALCVR670 90 L GLASS, 13/16" IG; 3118" ANNEALED, AIR SPACE 1/8" ANNEALED 17 4053 SASH STOP ULTRA -LIFT 64053 91 J. GLASS, 13116" IG; 3/16" TEMPERED, AIR SPACE, 118" TEMPERED 18 4029 -1 SASH BRACKET 7ULBRKT 19 #8.32 X 112" LG. PH. FH. TYPE F S. STL 7832X12FPFX 20 1066 SASH TOP GUIDE, 11/16" SAL. 42605R & L 21 4064A FIXED MEETING RAIL 64054A 23 40060 SASH TOP RAIL 64006 26 1235 WSTP..170 X,270 BACK, FIN SEAL 678160 28 1098 SWEEP LATCH 71096 27 1016 98 X.626 PH. FL. SMS 7858 28 4007 SASH BOTTOM RAIL LOW SILL 612230 �PDAV�K4O vIMtw 30 1226 WSTP. BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 812231 34 1268 SASH FACE GUIDE 42501 37 1224 VINYL GLAZ, BEAD BULB IC 8TP247W,K M 38 1225 VINYL GLAZ. BEAD BULB IN STP248K 39 40148 GLAZING BEAD 3116 & 114, W/O GK. 64014 40 4048A GLAZING BEAD 3/18 & 114. W/ GRILL KIT 644842 46 4067 GLAZING BEAD 13/16 "I.G. 64067 62 4009 SILL LATCH EGRESS LOW SILL 764009 53 1088 SPRING, BILL LATCH EGRESS 7SPRNO 64 2740 SILL LATCH EGRESS HIGH SILL 62740 55 1014 SCREEN FRAME MR. & VER. 61014 58 1630 SCREEN CORNER KEY WIRINGS 71630 57 1631 SCREEN CORNER KEY W/OUT RINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE -.136 DIA, FOAM 81624K 80 1635 SCREEN SPLINE -.136 DIA. HARD 61636K 61 SCREEN CLOTH 61616 63 505 GLAZING CHANNEL .868 X.500 6533402 1070 TECHNOLOGY DRIVE PARTS LIST A ND FR CORNER DETAIL �! NOKOMIB, FL 34275 Y ALUM. SINGLE HUNG WINDOW, NON - IMPACT Robert L. lark RE. P.O. BOX ism PE #39712 cr,�,eyer. NOKOM16, FL 34274 Visibly MM r. sY1 s0 "�'' A^ '' F.K, 714✓05 J.✓. am: 9!21/05 sNeoo NTS 8 =1 13 4032 -20 swcwturei SEALANT ALONG ENTIRE JOINT 2.784 -1 qCORGASKET .as2— 1 1,383 2.830 0 1� .082 & O FLANGE FRAME HEAD 6 #4002A,6063•TS 1749 O FLANGE FRAME SILL (LOW) WELD #4003C, 8083 -T0 6 ALONG SCREW S BOSS (2) AT HEAD AND SILL J T 1 2.0 11 .513 .738 062 ,480 040 082 �•- 1.451« -�� VIEW O-D VIEW E -E (111 &VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) SASH STOP SASH STOP COVER FRAME CORNER CONSTRUCTION O FLANGE FRAME JAMB #4025,6063-TS 1 #4053, 8063 -T5 #4004,6063 -T5 (USED AS RADIUS TOP HEAD) 1.342 2.326 —� -►I 1.185 �-"- r -- 2.278 ---+ -{ I � -T Approvwielouwl�MyfagwNYNe ff I I /WrW Y i C 1.879 062 082 6 7 .0821. 31 SASH SIDE RAIL 062 21 FIXED MEETING RAIL pg SASH TOP RAIL 26 SASH BOTTOM RAIL (LOW) #4008.,6063 #4054A, 80MMS•TB #4006C, 6083HS -T8 #4007, 6063 -TS 1,067 .666 —2.326-----1 TA5 ,062 I 7 - 1 39 GLAZING BEAD 3/16" OR 114 .683 050 T12.948 #40148,8083 -T5 I 3.446 - 1 - ^--- 1 1.097 2.636 1 i'as7 46 GLAZING BEAD 13/16" IG .082 I 1._ #4087,8063 -T5 _.1IL .888 69 FLANGE FRAME SILL (HIGH) (� SASH BOTTOM RAIL (HIGH) 40 GLAZING BEAD 3116" OR 1/4" #4050A, 8083 -TB `J #4051 A, 6063 -T5 04046A, 6063 -T5 (USED W/ GRILL KIT) µ � a 1070 TECHNOLOGY DRIVE EXTRUSIONS ��f/p i NOKOMIS. FL 34275 ' P.O. BOX 1829 ALUM. SINGLE HUNG WINDOW, NON-IMPACT Rae "H L. Clark, P.E. p p.b NOKOMIS, FL 34274 Visibly Better 811Ni 01a1°0 ROY PE p98712 F.K. 7I4Po5 ✓.J. 9/27/05 SHSO0 Half 9 a 13 4032.20 structure) ANCHORAGE BY GLASS TYPE FOR 1M WINDOWS TABLE 8. ANCHORAGE NOTES: SUBSTRATE: WINDOW HEIGHT 1. ANCHOR TYPES: ANCHOR TYPE$ : 26 "' 38 318" 44" 60 518" 83" 72, 74" TB" 1 -1/4" ELO TAPCONS N N a N N N N N N N N N 2 -1/4" ELCO SS4 CRETE -F WINDOW GLA$8 Caj p O o pZ M 3 - #12 SCREWS WIDTH TYPE 5 v S L) U U 3 ' U 2, INSTALL 111 WINDOWS IN MIAMI -DADS COUNTY PER __ 1 TABLE 6. B, D, F, H, J ^1 2 1 2 1 f = 2 2 _ 2F2 T[2 2 2.13 2.1.. _ 4 1 3 3 4 4 1 1 1 1 1 1 1 161/8" �� 2 3 3 2 3 2 2 � 3 3 3 3 - 91 - 3 3 OUTS COUNTY I 11 UNTY O FULL DESIGN PRESSURE, URE, USE 4" 1 1 1 2 1 1 2 1 1 2 2 1 1 1 1 1 1 1 TAPCONS, 114" SS4 CRETE -FLEX, OR #12 SCREWS B, D, F, H, J 2 2 1 2 1 2 rv 2 3 2 3 2 2 3 .- 3 ITT 3 - 4 3 3 2 3 4 4 3 4 3 3 4 4 3 4 3 3 AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 5 2A" T 1 1 1 2 1 1 2 1 1 1 , 1 1 1 1 1 1 1 N FOR CONCRETE. TE. PE A AND ANCHOR TYPE I INSTALLED B, D, F, H, J _ 5 4 4 1 4. ANCHOR QUANTITY KEY: 1 2 2 2 2 2 2 2 2 32" 2 3 2 3 2 131 2 4 2 3 3 4 3 4 2 3 — 4T6 ' 3 4 3 3 4 5 - 31 " g , 4 3 4 3 3 HEAD 2 A, C, E, G, I - 2 2 1 2 2 _ 2 2_ 2 2 2 2 2 2 1 1 1 1 1 JAMB ABOVE MTG. RAIL 2 i 3 !TT B, D, F, H, J 2 2 1 2 2 3 2 2 3 Z 3 3 2 2 JAMB BELOW MTG. RAIL 37" 2 3 2 3 2 2 3 4 2 4 2 3 3 5 3 5 - 3 3 4 5 3 5 3 4 5 6 4 5 3 4 4 5 3 5 8 A, C, E,G,I 2 2 1 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 „ 3 .. 4. d 2 4 4 . �.. _ 4 3 4 Z TI - - . B, D, F,H,J 2 2 2 3 2 2 3 2 3 3 2 2 2 2 40' 2 2 3 5 3 4 2 3 4 5 3 5 3 - 4 4 8 3 5 3 4 5 6 4 8 3 4 4 '$ 74 5 3 4 ACE 0 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 . - 4 . , -4. - d' 3 . -4. 4 3 T T . 3 gpP�ovad °° B, D. F, H, J 2 3 3 2 3 3 3 3 3 2 pea 44" 2 4 2 3 2 3 3 5 3 5 2 4 4 5 3 3 4 4 6 4 3 4 5 7 4 6 4 5 5 6 4 5 ITT A C E G 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 NOW '.. 4 4 4 4 B, d, F. H, J 2 3 2 3 2 2 3 3 3 " 2 4 2 4 2 3 4 5 3 5 3 4 4 6 j 3 4 4 8 3 8 3 4 5 7 4 6 3 5 8 4 8 3 4 ACE, G,1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 d' S 4 3 4 B. D, F. H, J 3 2 3 2 2 2 3 3 63118„ 3 4 2 4 2 4 8 3 �. 3 4 WIT 3 4 4 8 3 8 3 4 5 8 4 6 3 5 6 7 4 8 4 5 A, C, E, G, I 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Al DO H FOLLOWjfi g MA 1179 1 HEAD - 181/2" FROM CORNERS JAMBS ABOVE MEETING RAIL- 17112' FROM TOP CORNERS JAMBS BELOW MEETING RAIL -15" FROM BOTTOM CORNERS AND 8" BELOW MEETING RAIL ANCHORS NOT REQUIRED IN SILL GLASS TYPES: A. 3116" ANNEALED F. 13116" I.G., 1/8" TEMPERED, AIR SPACE, 118" TEMPERED B. 3/16" TEMPERED G, 13/16" I.G., 3/16" ANNEALED, AIR SPACE, 3116" ANNEALED C.1/4" ANNEALED H. 13116" LG., 3116" TEMPERED, AIR SPACE, 3/16" TEMPERED D.1/4" TEMPERED I. 13116" I.G., 3/16" ANNEALED, AIR SPACE, 1/8" ANNEALED E. 13/16" I.G., 1/8" ANNEALED, AIR SPACE, 1/8" ANNEALED J. 13/16" I.G., 3/16" TEMPERED, AIR SPACE, 118' TEMPERED r 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING 1/1 WINDOWS NOKOMIS. Fl 34276 r w ": P.O. eox ts2e ALUM SINGLE HUNG WINDOW, N - IM PACT Robert L. Clark, P E. y rne: NOKOMIS, FL 34274 Visibly Better 8eiiei1 Bttl" PE 838712 F.K. 7/4/D5 J.J. 92i/05 SH800 NTS structural ANCHORAGE BY GLASS TYPE FOR STANDARD VIEW AND RADIUS TOP WINDOWS TABLE 6. ANCHORAGE NOTES: SUBSTRATE: WINDOW HEIGHT 1. ANCHOR TYPES: ANCHOR TYPES : 20 314 "' 38 3/8" 44" 50 618" 63" 72 74,76" 1 - 1/4" ELCO TAPCONS ❑ ❑ V 0 ❑ ❑ O ❑ O ❑ U 2 -1/4" ELCO SS4 CRETE -FLEX WINDOW GLASS N N N M N N N S O S N N S N N N N 3 - #12 SCREWS WIDTH TYPE U M ^ O S > r `� 2 INSTALL STANDARD VIEW AND RADIUS TOP B, D, F. H, J 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 WINDOWS IN MIAMI -DADE COUNTY PER 19 118" 1 _ i } 2 " 2 - 3 1 - Y 3 _ 1 ..3 TABLE 6. A, C, E, I, G 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE 2 { 3 _ . COUNTY TO FULL DESIGN PRESSURE, USE 1/4" B, D, F, H, J 2 1 1 — 1 2 1 212 2 3 5 4 1 1 1 1 1 3 4 4 3 S, SS4 CRETE FLEX, IE SCREWS 2 24" 2 2 - 272 2 1 3 2 2 2 2 - 31 - 3 - 31 - 2 3 3 3 5 1 2 AT AT THE THE ANC QUANTIT ES SPE IN TABLE 8 A, C. E, I, G 2 1 1 2 2 1 2 1 1 1 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED try 1 2 2 ' 4 3 IT { IN CONCRETE. B. D, F,H,J 3 ° 2 2 2 - 2 2 2 ° '3 2 3 3 3 3 4 3 3 3 5 4 3 8 51 �1� r 1 413 HEAD 41 3 4• ANCHOR QUANTITY KEY: 32" _ _ 1 1 2 A. C E, I G 3 2 .. 2,x...22 2 2.3 3 3 - 3.. 2_ 3 4 4 5 3.. -- -r- JAMB ABOVE MTG. RAIL 2 3 B D F H J --, .__, _ 5 _ 4 2 2 2 3T A, C. E, I, G 3 2 2 2 2 2 4 3 3 3 2 3 3 2 2 ^n 2 3 2 4 2 2 2 8 2 � 4 1 - 1 4 3 JAMB BELOW MTG. RAIL _ 2 3 - 2 3 3 2 3 3 2 2 2 _ 3 5 4 4 4 3 2 3 . ,., 2 4 4 4 4 3 3 5 4 4 4 4 3 5 3 ..,J 3 3 2 4 ... S_ 2 4 2 3 .., 3 . 1 "' B, D, F, H, J -• 2 2 3 2 3 3 2 3 3 2 3 3 2 2 40", 3 3 3 3 4 2'4 4 3 3 3 3 5 4 4 4 3 3 5 5 4 4 - 4 - IT . 6 5 5 5 4 4 8 4 5 4 4 3 A C E I G 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ," . - ` , _ 3 3 • ..T E AyP�a,llueoreWYMt�rq�tM 3 2 4 3 3, 4 3 3 3 3 B, D, F, H, J 3 3 3 3 - 2 2 `4 4 3 4 3 3 5 "4 4 4 A 3 6 5 A, C, E,I,G 5 5 4 4 7 5 5 5 - 5 4 8 5 5 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 � B. D, F, H, J 3 2 4 3 3 4 4� 4 4 3 4 3 3 2 48" 4 3 3 3' 3 2 5 4 4 4 3 3 6 8 4 4 4 3 5 5 4 4 4 3 8 5 5 5 4 4 Tr 5 5 4 4 A, C, E,I,G 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 a ` '1 2 2 2'3 B, D, F,H,J 3 3 4 4 3 4 4 4 4 3 4 3 3 4 3 118" 4 �{ 3 3 8 3 5 4 4 4 3 3 5 4 4 4 3 3 5 5 4 4 4 3 6 5 5 5 71 4 5 6 5 5 4 A, C, E,I,G 2 2 2 2 2 2 2 2 R 2 2 2 2 2 2 2 2 2 .. ' f SPACING FOLLOWING MAXIMIM )IMEA 1 HEAD - 181/2" FROM CORNERS JAMBS ABOVE MEETING RAIL - 17 1/2' FROM TOP CORNERS AND 251/2" O.C. JAMBS BELOW MEETING RAIL -15" FROM BOTTOM CORNERS AND 8" BELOW MEETING RAIL ANCHORS NOT REQUIRED IN SILL GLASS TYPES: A. 3118" ANNEALED F. 13/16" I.G., 118" TEMPERED, AIR SPACE, 1/8" TEMPERED B. 3118" TEMPERED G. 13/16" I.G., 3118" ANNEALED, AIR SPACE, 3/16" ANNEALED C, 1/4" ANNEALED H. 13116'1.G., 3/16" TEMPERED, AIR SPACE, 3/18 " TEMPERED D.1/4" TEMPERED 1.13/16" I.G., 3/18" ANNEALED, AIR SPACE, 1/8" ANNEALED E. 1316" I.G. 1/8" ANNEALED, AIR SPACE 1/8" ANNEALED J. 13/18" I.G., 3/16" TEMPERED, AIR SPACE, 1 /8" TEMPERED 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING, STANDARD VIEW NOKOMIS. FL 34276 ' a r. P.O. BOX 1629 ALUM. SINGLE HUNG WINDOW, NON - IMPACT Robot L. Clark P.E. ON: NOKOMIS, FL 34274 Vuibly Better S"Mgl"pw: saes a".+ro �. R.v: PE #38712 F.K. 7/4/05 J.J. 8/21/05 SIZ N75 11 w 13 4032 -20 SGvchiml ANCHORAGE BY GLASS TYPE FOR CUSTOM VIEW AND RADIUS TOP WINDOWS TABLE 7. ANCHORAGE NOTES: SUBSTRATE: WINDOW HEIGHT 1. ANCHOR TYPES: ANCHOR TYPi TYPES: 29 3114" 38318 44 80618, p 63" 72, 74, 1- 114" ELCO TAPCONS WINDOW I WIDTH PE M 5 m V 5 T U M M 5 2.3NSTALL USTOM AND RADIUS TOP B. D, F, H, J 1 1 2 1 2 1 1 2 212 m21 2 21 "2 372 1 1 212 .51.._. 1 2 5 2 4" 5 `4 ti'2 31 WINDOWS IN MIAMI -DADE COUNTY PER 1 1 1 2 1 3 2 1 1 1 2 w�... 1 2 3 1 ' „_ 19118" � � � � 2 � 1 TABLE 7. 1 1 2 A, C, E, G, I 1 1 1 ••i == �' 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE 1 1 COUNTY TO FULL DESIGN PRESSURE, USE 114" B, D, F, H, J ..1 13 1 1 3 1 12. 2 2 3 2 212 73 2 3 2 2 2 41 ? 1 1 1 1 TAPCONS, 1f4" SS4 CRETE -FLEX OR #12 SCREWS _ 1 1 1 „ 3 3 3 3 2 5 3 4 3 4 2 5 2 4 2 4 2 AT THE ANCHOR QUANTITIES'SPECIFIED IN TABLE 7 A, C. E, G, I 1 1 1 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED =Ty Y — . _ T. 1 _ .Y IN CONCRETE. 2 2 - 8, D, F, H, J "'� 4 1 1 1 3 3 2 2 "3 3 2 - 2 3 5 4 3 3 6 1 1 2 8 5 2 412 4,ANCHORQUANTITYKEY: az i i... 4 �.� �� ._ 2 .,�. 3 3" " "' 3 5 3 4 A C E G I 1 1 1 HEAD 1 7' JAMB ABOVE MTG. RAIL 2 3 8, D, F,H,J 2 2 1 2 2 2 3 3 Z 3 3 2 3 14 13 34 2 4 2 3 4 4 3 4 3 3 5" 4 4 4 4 3 "2 ?' 2_ 2_ - 37" 8 4 5 3 4 3 7 3 5 3 5 2 JAMB BELOW MTG. RAIL A, C, E, G,1 2 2 1 2 2 2 3 2 2 4 2 2 2 1 1 1 1 1 1 3 'F 1 i. B D F H J 2 2 2 3 2 2 4 3 3 4 3 3 3 3 2 2 2 40" 2 5 1 4 1 3 3 5 3 4 2 3 4 5 3 4 3 3 6 5 4 4 4 3 6 4 ITS 6 3 7 T 3 6 3:6 2 A G E G I 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 e '� 4 . 4 2 2 $ T 4 3 '2 APP B, D, F,H,J 2 3 3 2 4 4 4 4 3 3 2 1 4 5 3 5 2 4 4 5 3 5 3 4 5 5 4 5 4 4 7 4 A C E G I 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 TT 3 1 � ' 2 2 3 ... B, D, F,H,J 2 2 2 4 4 3 4 4 3 4 2 48" 2 9 2 5 1 4 3 5 3 5 2 4 3 5 5 2 4 5 4 4 3 3 7 4 8 4 6 3 8 3 A, C, E, G,1 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 �..._ B, D, F,H,J 4 4 4 4 3 4 4 3 4 53118' 2 8 2 8 14 3 5 3 2 4 =6 — 2 - F4 * 2 3 4 5 4 4 _ 31T 7 4 _ 5T4 _ 5 3 8 4 7 4 6 - 3 A, C, E, G,1 2 2 2 2 2 2 3 3 2 2 2' 2 2 2 2 2 2 2 SPACING BASED ON TH - FOLLOWING MAXIMIM ITTITY ` -' S: HEAD - 181/2" FROM CORNERS JAMBS ABOVE MEETING RAIL - 171/2" FROM TOP CORNERS AND 251/2" O.C. JAMBS BELOW MEETING RAIL - 6" BELOW MEETING RAIL (15" MAX. FROM BOTTOM CORNERS) ANCHORS NOT REQUIRED IN SILL GLASS TYPES: A. 3/16" ANNEALED F. 13116" I.G., 1/8" TEMPERED, AIR SPACE, 1/8" TEMPERED B. 3/18" TEMPERED G. 13/16" I.G„ 3/18" ANNEALED, AIR SPACE, 3/18" ANNEALED C. 114" ANNEALED H. 13/16" I.G., 3118" TEMPERED, AIR SPACE, 3/18" TEMPERED D. 114" TEMPERED 1. 13/16" I.G., 3/16" ANNEALED, AIRSPACE, 1/S" ANNEALED E. 13118" I.G., 118" ANNEALED, AIRSPACE, 118" ANNEALED J. 13/16" I.G., 3116" TEMPERED, AIR SPACE, 1 /8" TEMPERED 1070 TECHNOLOGY DRIVE ANCHO SPACING CUSTOM VI EW NOKOMIS. FL 3427.5 rw.: WNWIF P.D. BOX 1521) ALUM. SINGLE HUNG WINDOW, NON IMPACT Robert L. Clerg P.E. TRW pro: 4ey pro: NOKOMI5, FL 34274 Vurbly Better u1) PE #36712 F.K. 714105 J.J. 8/21Po5 SFI500 NTS 12 a 13 4032.20 Structural NOTES: CONCRETE ANCHOR 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY (SEE NOTE 1) 2x WOOD BUCK WOOD ANCHOR APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM (SEE NOTE K 3)] (SEE NOTE H ANCHOR TO CONCRETE EDGE IS 21/2 ", (CONCRETE) (WOOD) 2• FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" TAPCONS OR 1/4'884 CRETE -FLEX. �. a :• • ° :• '� : ' ` 1 1 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE •" . ' ' MIN N. TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE OPTIONAL 1x ---� 'N 1 1/2" INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2' WOOD BUCK C'7 M r ' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE (SEE NOTE 3) — _ � ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION, Ll� tl4" 1/4" 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF MAX. MAX. 8083.75 AND A MINIMUM OF 1/8" THICK, THE ALUMINUM STRUCTURAL MEMBER SHALL BE SHIM SHIM OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD SUCKS. THE ANCHOR SHALL BE A #12 SHEET DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE - -- MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL HEAD ANCHORAGE MAY BE USED, G ] EXTERIOR INTERIOR [> 5. ANCHORS ARE NOT REQUIRED AT THE SILL. (BOTH HEAD DETAILS) 114" MAX, 1 1/4" 1/4" MAX. 11/2" Appowfed 80 SHIM MIN. SHIM MIN, CONCRETE ANCHOR, WOOD ANCHOR, FH BELOW MEETING RAIL. FH BELOW MEETING d (SEE NOTE 1) RAIL, (SEE NOTE 2) 1;7 y On (CONCRETE OR CONCRETE BLOCK) (WOOD) A 2x WOOD BUCK 1x BUCK OPTIONAL WITH SOLID CONCRETE (SEE NOTE 3) SUBSTRATE (SEE NOTE 3) DETAIL C DETAIL D TYPICAL JAMB ANCHORAGE INTERIOR (BOTH JAMB DETAILS) EXTERIOR V rtwnrre.• uraromre P T ANCHORAGE' DETAILS R 1010 TECHNOLOGY DRIVE NOKOMIS, FL 34275 TM°' P.O. sox 1529 ALUM, SINGLE HUNG WINDO NON - IM PACT Robert L. Clark, P.E. arewn , o - NOKOMI$. FL 34274 Vfsfbo Better s wu"su; ee0 °1eWNp "" a1 " PE #39712 F.K. 714105 J.J. S/11/05 SH600 /"18 13 ^' 13 403220 Structural MiAMMAM f a � e 101 MIAINI -DADT COUNTY, FLORIDA METRO -DADE H AGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 1416 WEST M AGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2401 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www!uildingpxlmnline.com PGT Mushies 1070 Technology Drive Nokomis, FL 34273 SCOPE: This NOA is ring 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 Mhatni 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, including the High Velocity Hurricane Zone. DESCRIPTION: Serks 1"X Heavy Wait Aluminum Tube Clipped Mullion L.M.I. APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion", sheets 1 through 7 of 7; dated 04/28/00, with last revision on 05/30/06, prepared by PG ' Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large aml Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufac airer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any Product, for sales, advertising or any other purposes shall automatically terminate this NOA. Fail= to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 04452,$.05 and consists of this page 1 and evidence pages E-I and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No 06-0125.07 oy ' Date: June 28, 2011 Anweval Date: July 20, 7,006 Page 1 r PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, tided "I" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", Sheets 1 through 7 of 7, dated 04/28!00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Losing Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a 1x 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F<I'L -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-0528.05" 2. Test reports on 1) Uniform Load. Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FI'L -2903, dated 01105101, signed and sealed by Antonio Acevedo, P.E. "Submf#ed under NOA # 04- 0528.05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum windows with a transom lite (0 /00 configuration) mulled together with a lx 2 x W' wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. IFTL -2975, dated 01/23 /01, signed and sealed by Antonio Acevedo, P.E. " Submi#ed under NOA # 04-0528.05" C. CALCULATIONS L Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30106, signed and sealed by Robert L. Clark, P.E. Jain i D. Gascon, P.E. CW, Product Control Division NOA No 064125.07 Expiradon Date: June 24 2011 Approval Date: July 20,2W E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT'f'ED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER. 1. Notice of Acceptance No. 04- 0528.05, issued to PGT Industries for their 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. TaBne D Gascwn, P.E. ChK PhmhK t Control Division NOA No 06-0125.07 Date: June 28, 2011 Approval Date: July 20, 2006 E -2 ANCHORS DETAIL "B" ANCHORS DETAIL "B", ANCHORS DETAIL A "C" OR 'D" AT BOTH ANCHORS DETAIL "B" "C" OR 'D" AT BOTH ENDS AND AT BOTTOMS ENDS AND AT BOTTOM G" OR 'CJ" BOTH ENDS ANCHORS DETAIL A J ULUON ANCHORS DETAIL 'B "C" OR '0" BOTH ENDS t J �'� F \ \�\ H HI +H2 MULLIONS I MULLION WADOW MULL I W &NE A,90 Mz ' MULLIONS H FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES i ON PAGES 5, 6 & 7 wlwa _. MAX OPENING m H OR M1 +M2 W J J MULL LENGTH - W W = WI +W2 H - H1 +H2 W = WI +W2 +W3 (2) WINDOO MQL E H - H1 +H2 W W1 +W2 WZ-QNE ABOVE MULTIPLE WINDOWS MULL (2) WINDOWS MULLED TOGETHER w� � FOR DETERMINING MAX ALLOWABLE WI ABOVE FOR DETERMINING MAX ALLOWABLE AMa"m - a� DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES I ON PAGES 5, 6 & 7 DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MI) MAX OPENING a H OR Hl +H2 ON PAGES 5, 6 & 7 MAX OPENING - W OR W1 +W2 owdo MULL LENGTH - W OR W I +W2 M3) MAX OPENING : H OR H I +H2 MULL LENGTH - H M2) MAX OPENING - W OR W I +W2 MULL LENGTH - W OR W 1 +W2 +W3 MULL LENGTH - HI M4) MAX OPENING . W I +W2 OR W2 +W3 NQIE'S; MULL LENGTH - HI I I. THE 33 1 /3X STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS 2, 3, 5, 6 AND 7, 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF 7 UNITS, TO BE USED 011 WITH PGT INDUSTRIES PRODUCTS 3, MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS. K, ' 5 Dot �0/O6 A00 ' NO TES S & 6 4. REFERENCE -- TEST REPORTS. FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 F.K. 5/06 C- RE ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION M p ,1P. 4 28 Op ADM -2000 ALUMINUM DESIGN MANUAL o . 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE— 1 " HEAVY WALL, ELEVATIONS MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY I DNW 6. WOOD SUC S OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS f.I G ��NO F1 34275 ALUMINUM TUBE CLIPPED MULLION ® TO THE STRUCTURE. obert U U' °rk, P.E. seraa/Me°.t sou.: ske.r tleowMg N. Ra: ;39712 P.O. BOX 1829 PE Slruotwoi N6I if S. R 34274 6221 D w f I i I � PGT 1x MULLION t' 2" OR 4" #12 FH SMS IF 12 FH SMS t" MULL }" STAGGERED ON " STAGGERED ON OPPOSITE SIDES PGT lx MULLION--, t" 2" OR 4 OPPOSITE SIDES MULLION CLIP, CUT (SO AS NOT TO FLANGES OFF CLIP INTERFERE WITH (SO AS NOT TO " TO FORM A — — EACH OTHER) WOOD BUCK W000 MIN, INTERFERE WITH "U CHANNEL AND SEE NOTE 3 REMOVED TO ------}}}}}} BUCK __.. J EACH OTHER) INSTALL AS SHOWN � (NP) f(TYP b ® CONCRETE SEE NOTE 3 2 (TYP) (TMP "'� MASONRY ANCHOR PGT 1x MULLION #12 SCREW, .f -_ SEE NOTES 1 & 3 SEE NOTE 3 FOR 1 " MULL" NOT .. ::, . N f :: , II ` ;. TYPICAL MULLION TO MULTI NSTALLATIpN, QEETAIL ,A TYPE I CA L MULLION Tp STRUCTURE WITH WOOD t" 2" OR 4" #12 FH SMS STAGGERED &Z REMOVED FROM CONC., DETAIL I. PGT 1x MULLION ON OPPOSITE SIDES (SO 2" O 4" AS NOT TO INTERFERE #12 FH SMS STAGGERED ON WITH EACH OPOSITE SIDES SEE NOTES 2 & 3 MIN. _ _ SEE NOTE 3 O THER) TO INTERFERE 94CN N OT BOOK `" �) i(TYP Q ® j MIN SEE NOTE 3 SEE NOTES 2 & 3 ANCHOR EMBED.. ,_ti 2�(TYP) 0 MASONRY ANCHOR, SEE NOTES 1 & 3 SEE NOTE 2 "' , ; .•', " r , e SEE PGT Ix MULLION -- NOTE 1 i r ;'' .• i' �',; i; , TYPICAL BUCK, _MULL TO STR DETAUCTURE WITH WOOD BUCK NOTES. WDOD .IL "B" 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE T/P MULLION TO STRUCTURE WITH �$ --� v WO,�D�U��C�l1.� �(C.. DETAILr12" waft COUNTY APPROVED ELCO 114' TAPCONS OR 114 „ SS4 CRETE -FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE IS 2 112 ", MIN. EMBEDMENT. TAPCONS 1 114", CRETE -FLEX 1 314” NOTE 2, FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 114 TAPCONS OR 114" ';' `'•N,,'k+ "•,r. ;` }' SS4 CRETE -FLEX MASONRY ANCHORS. MIN, EMBEDMENT 1 112" " ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4, FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND Z FOR TO BE USED Q,W WITH PGT INDUSTRIES PRODUCTS ANCHOR LOCATIONS SEE SHEET J. QUANTITY OF PINNING SCREWS FOR MULL- ,K >i0 06 -M0Dh N OTES 3 & S TO -CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP -TO- OPENING 0 .- (MINIMUM OF 2 SCREWS PER CLIP). F.K.. 5 J 04 C ADO EM 80. DETAILS 5. IMPORTANT QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL PJP 4 38 00 - REPRESENTATION ONLY FOR CORRECT QUANTITY OF ANCHORS, REFER TO trs�natam. f CHARTS I THROUGH 4 ON SHEETS 5, 6 AND 7, FIND THE APPLICABLE MULL » SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING 9 HEAVY WALL CLIP INSTALLATION DETAIL ® OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS 3e 6C ' " t ` APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 107 iOKO Is s4z�7s ALUMINUM TUBE CLIPPED MULLION 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. Rgn.rt L. cnak, P.E. P.O. SOX 1529 ao.my "°• rtav: 8trve urrol� NOKOA0, FL 34274 MULLS NTS 2 or 7 6221 D i I � i i I f I L A/2 MIN. TYP. fiMIN' MIN. TYP. j 40N. MIN. —IN. TYP. MAX. F ! (� 1JMAX. 1JMAX. 1 MAX. t� 1 1 J 1 TYp' J LJ MAX. 1JMAX, M '^ �—�' T A/2 MIN, J L 1 " MULL CLIP A q JMIN. (CLIP TO OPENING) EXTRUSION DWG X1099 W (2),-AN @ THREE (3Z ANC R © F0UR (4) ANCHOR ® SIX (6) ANCHOR LOCATIONS LOCATIONS LOCATIONS / MIN.rYP. IN,TYP. Nr7' D � MOWN. ll 2 (4)EQ, SP. o (A-314) (A",3I4)/4 J A41N.— F AM1N, A MIN. MIN. I " Mrs CLIP WITABS R MF DVED ONE l t) ANCHOR TWO l2) ANCHOR THREE; (3) ASR � FIVE (5) ANCHOR (CUP r 0 MULL) LOGATIQ LO CATION t OC TIQNS J CAUQN EXTRUSION DWG #1099 CLIP LENGTH CHART .NOTES TO BE USED (1 Z WITH PGT INDUSTRIES PRODUCTS FOR Ix MULL 1, NPORTANT QUANTITY OF ANCHORS SHOWN ARE FOR Ko � 3 %8 D- t Ts 5kT MULL SIZE A+ PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY , OF ANCHORS, PLEASE REFER TO CHARTS I THROUCH 4 ON F. 5/06 W, ADD 0.00 1 x 2 x 3/8 1 3/18 S REQUIRED FOR�OUR 5PECF/C R MULL SIZE PLICATIONAND �v- PJ,P, 4 28 00 y I x 2 314 x 3/8 1 15116 W aartpdan: 1 x 2 314 x 21132 1 3 2. 318 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION / f n HEAVY WALL ANCHOR LOCATIONS 1 x 4 x 3/8 1 3/18 SHOWN AS MAX, S r% J I uG ttur. 1070 TECHNOLOGY DRIVE 3. REFERENCE TEST REPORTS: F7 2903 AND 2975, NOK OMIS, FL 34275 ALUMINUM TUBE CLIPPED MULLION Robert L. Clark, N.E. P.O. BOx 1529 Sartaa/Modah Seah: hoar: Orowsn0 No. Row St 039912 NOKOMIS, FL 34274 MULLS I N TS S ..3 0 / 7 6221 D Structural i 7 Ana i Ix HEAVY WALL MULLS MAT'L: 6053 —T6 TO BE USED M(Y WITH PGT INDUSTRIES PRODUCTS 70/06 HG dHG WS SHr F. S . /06 c! &0 NS SHr ` wn .. P P.J.P. 48 00 N oTE, • I" HEAVY WALL MULLION PROFILES 9. REFERENCE TEST REPORT F1Z -2902, 2903' AND 2975 S ' ° 'WW ° ALUMINUM TUBE CLIPPED MULLION , P. E. Sodq/ma". S°70' pr°wtny N°. Rev. PE /39712 P.O. BOX 1 342 Struc{urol NOKOM/S, FL 34274 MULLS 1 x '� °f 7 62.2 � D I V CHART 3. - Ix2.75x.650 QTY. & TYP. OPENING WIDTH IN INCHES ANCHOR 60 I 60 70 1 80 90 100 110 1 120 1 130 1 160 CLIP TO (8) B (2) A (3) B (2) A (3) B (2) A (3) B (2) A (3) B (2) A (3) B (2) A (3) B (2) A (3) B (2) A (3) B (2) A (3) B (2) A OPENING (4) B (4) B (4) B (4) B (4) B (4) B ( B (4) B (4) B (4) B CLIP TO (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B MULL 170 170 170 170 170 170 170 170 170 170 170 170 170 1 170 170 170 170 170 1 170 170 48 170 170 160 170 148 169 141 161 138 158 137 157 137 157 137 157 137 157 1 137 157 51.1 186 170 148 169 136 156 129 148 125 148 123 141 123 141 123 141 123 141 123 141 152 170 135 155 124 142 116 133 112 128 109 125 108 124 108 124 108 124 108 124 60 133 152 117 1 134 106 122 99 113 94 107 90 103 88 101 88 100 88 100 88 100 63 125 143 110 126 99 114 92 105 87 99 83 95 81 93 80 91 80 91 80 91 88 118 135 103 118 93 107 88 97 81 90 77 65 75 82 73 80 73 79 73 79 72 106 108 92 92 81 81 73 73 67 67 63 63 60 60 58 58 56 56 56 56 76 91 91 77 77 68 68 61 61 56 56 52 52 49 49 47 47 46 46 45 45 78 84 84 71 71 63 63 56 56 51 51 48 48 45 45 43 43 42 42 40 40 84 67 67 57 1 57 50 50 44 44 40 40 37 37 1 35 35 33 33 32 32 30 30 90 54 54 46 1 46 40 40 36 36 32 32 30 30 1 28 28 26 26 25 25 23 23 98 44 44 38 i 38 33 33 29 29 26 26 24 4 1 23 23 21 21 20 20 18 18 108 31 31 26 26 23 23 20 20 18 18 17 17 15 15 - - - - - 111 29 29 24 24 21 21 18 18 17 17 15 15 - - - - - nwouctawcw�u► NOTES 07 1. MAXIMUM ALLOWABLE PRESSURE IN PSF- 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. Multiple Mulled Units J. REFERENCE TEST REPORT FR -2902, 2903 AND 2975 - 4. ANCHOR TYPES: A. ELCO 114" TAPCONS, EMBED. (1 114) OR Vertical Mull Horizontal Mull 11 4" SS4 CRETE —FLEX, EMBED. (1 314) L B. # 12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3, Mull Opening Length W h TO BE USED 2U WITH PGT INDUSTRIES PRODUCTS #0106 NC NG WWS SPIT 0 ,, 9� Mull Width 410 ;?�bI06 0414 W REWISIONS Widh Length wn 8 DO DeeoNPttoru I" HEAVY WALL, PRESSURE CHART 3 107N°oK TECHNOL L 34275 ALUMINUM TUBE CLIPPED MULLION Robert L. Clark, P.C. P.O. BOX 1929 �^"+ /MD1� ^l; saWa Shae1: arowfn4 No. Rey" PE p t.. NOKOMIS, FL 34274 MULLS NTS 6 7 6221 D Stracturol i II 1 CHART 4. - lx4x.375 QTY. & TYP. OPENING WIDTH IN INCHES ANCHOR 80 60 70 80 110 20 '07 190 CLIP TO (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3 (5 A (2) A (3) A (2) A . 3), A , {2).A (3) A OPENING (4) S (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4)s (8) B (4) B (6) B (4) B ' �6) B (4) B (6) B CLIP TO MULL® (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (6) B (5) B (5) B (5)s (5) B B (5) $ , (6) t� (5) B '�' 170 170 170 170 170 1 170 170 1 170 170 1 170 170 17d 1 170 170 170 170 1 170 170 170 170 170 170 170 170 170 170 170 170 170 170 70 170 170 170 170 110 170 170 170 170 80.625 170 170 1 0 170 170 170 170 170 170 170 170 17 170 170 170 170 170 170 170 170 to 5 4 170 170 1 0 170 170 1 0 189 170 162 — 10 - 158 170 — 197 — 170 157 170 — 197 170 157 170 60 170 170 170 1% 154 170 143 170 136 170 131 170 128 170 127 17 127 170 127 170 63 170 170 159 170 144 170 133 170 128 170 121 170 117 169 118 168 116 165 116 165 69 170 1fi0 150 170 135 170 125 170 117 166 112 1 1 8 150 106 145 105 144 105 144 72 154 170 134 170 120 165 110 148 103 136 96 127 94 120 91 115 89 12 68 111 76 144 170 125 160 112 140 102 126 95 116 90 7 08 86 102 83 98 81 95 --- 93 78 140 170 121 148 106 129 99 118 92 106 87 99 83 93 80 78 87 7 84 84 128 138 111 117 98 102 90 92 83 83 77 77 73 73 69 89 66 66 62 62 90 12 112 95 95 2 2 74 74 67 67 62 62 58 54 54 52 52 48 48 96 92 92 78 78 67 67 60 60 54 54 50 50 47 47 44 2 4 42 4 38 38 108 64 64 54 47 47 42 42 37 37 34 34 32 32 3d 0 8 2 25 25 111 59 59 50 60 43 43 38 38 34 34 31 31 29 29 27 26 26 23 23 1 27 27 22 22 19 19 17 17 15 15 - - - - - NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF, 2. DESIGN IS BASED ON OPENING WIDTH, FOR MULTIPLE UNITS, -_ CONSIDER ONLY TWO ADJACENT UNITS AT A TIME, SEE SHEET 1. Multiple Mulled Units 3, REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 Vertical Mull Horizontal Mull 4, ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 114') OR 114" SS4 CRETE -FLEX, EMBED, (1 314') 112 SCREWS —7 Len M q 6, Length 5, SEE ANCHOR SPACING DETAILS SHEEP 3, Mull Opening Length W' th TO BE USED Q(y,(,.Y WITH PGT INDUSTRIES PRODUCTS Mull Opaning 30106 0 -thlG THIS SHT Opening, -, _ Width 8 0 C- MARKED REVISIONS Width Length wn , P.J.P. 4 28 00 1" HEAVY WALL, PRESSURE CHART 4 1070 XCHNOLOGY OPW Rtl. V1 *4 Nwomm, a 3073 ALUMINUM TUBE CLIPPED MULLION Clarl P.E. 5eAes °deh SaoM: e°t: tN »"1np N°. Rw: N6 X5012 P.O. BOX 1329 Structural NoKaw5, F' 34274 MULLS NTS 7 °t 6221 CHART 2. -1 x2.75x.375 QTY. & TYP. OPENING WIDTH IN INCHES ANCHOR 80 60 70 80 90 100 110 120 130 160 Vertical Mull CLIP TO (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A 1 (3) A OPENING (3) B (3) B (3j B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (4) B (3) B (4) B (3) B (4) B (3) B (4) B (3) B (4) B MuN Multiple Mulled Units CLIP TO (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) 8 (3) B (3) B (3) B (3) B (3) B (3) B (3)8 Length '` MULL ® _ I I I 42 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 �_.Q 48 170 170 170 170 181 170 154 170 150 170 149 170 149 170 149 170 149 170 149 170 �"- O w dth Length N 80,826 170 1 70 161 — 17 - 0 ' 148 170 140 170 136 170 134 170 134 170 134 170 134 170 134 170 84 166 170 147 170 135 165 126 153 121 146 119 142 118 141 118 141 118 141 118 141 Horizontal Mull 60 145 152 127 131 116 116 101 107 100 100 96 96 93 93 92 92 92 92 92 92 Z 63 131 131 112 112 99 99, 90 90 84 84 80 80 77 77 76 76 76 76 76 76 0 66 113 113 97 97 85 85 77 77 72 72 68 68 65 65 64 84 63 63 63 63 Opening Width 72 Be 88 73 73 65 65 58 58 54 54 50 50 48 48 46 46 45 45 44 44 wtrn MU 76 73 73 62 62 54 54 49 49 45 45 42 42 40 40 38 38 37 37 36 36 78 67 67 57 57 50 50 45 45 41 41 38 38 36 36 35 35 33 33 32 32 Mull 84 54 54 45 45 40 40 35 35 32 32 30 30 28 28 27 27 26 26 24 24 Length M 90 43 43 37 37 32 32 28 28 1 26 26 24 24 22 22 21 21 20 20 19 19 98 36 38 30 30 26 26 23 21 21 19 19 18 18 17 17 16 16 15 15 108 25 25 21 21 18 18 16 fu - - - - - - 111 23 3 19 19 17 17 15 - - - - - - - _ NOTES - - • - - man q whatkr OW CHART 1. -11 x2x.375 QTY. & TYP. OPENING WIDTH IN INCHES 1. MAXIMUM ALLOWABLE PRESSURE IN PSF, ANCHOR 50 00 70 60 90 1 100 1`10 120 130 ISO 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CLIP TO (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1, p OPENING (2) B (2) S (2) S (2) S (2) B (2) (2) S (2) 8 (2) 8 (2)8 J. REFERENCE TEST REPORT M- 2902, 2903 AND 2975 CLIP (1) B (1) 8 (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1 4, ANCHOR TYPES: A. ELCO 114" TAPCONS, EMBED, (1 114 ") OR MULL L 114" SS4 CRETE – FLEX, EMBED. (1 3 1 4") 42 156 142 134 130 130 130 130 130 130 130 B. 112 SCREWS 40 48 129 116 107 102 1 100 89 99 99 99 99 5. SEE ANCHOR SPACING DETAILS SHEET J, 60.626 115 100 91 86 62 80 60 60 60 80 64 94 81 68 64 63 62 62 82 TO 8E USED ONLY WITH PGT INDUSTRIES PRODUCTS 82 60 8 68 61 47 44 42 41 41 41 41 30/06 1- CHG THIS SK 83 58 49 40 37 35 34 34 34 34 a".: 66 64 43 38 34 32 30 29 28 28 28 F.. S 5/06 C- AIARJtED REVISIONS 72 38 32 29 26 24 ' 22 21 20 20 20 a P.P 4 28 00 78 32 27 24 22 20 18 17 17 16 16 " i HEAVY WALL PRESSURE CHARTS 1 & 2 78 30 25 22 20 18 17 16 15 15 w .�� 'd too racHNruoor arvrve �", C $a 2a ao 17 16 Mwouts n 30 ALUMINUM TUBE CLIPPED MULLION I 90 19 16 - - Rabart L. Clark, P, E. P.O. Box 7328 8*1fsvAadd: Scar to omwlny No. Ravi I 98 16 - - - - - - - - - sin atttiirra'rz WOWS, FL N274 MULLS NTS 5 �� 7 6221 p , I I C)CL RAI V JONES l WIND LOADS CALCULATION VITA RESIDENCE WINDOWS AND DOORS RENOVATION 74 NE 103 STREET MIAMI SHORES, FLORIDA 33138 Revision #1 COLTRAIN & JONES, ARCH. 535 SW 6TH STREET, SUITE 100 MIAMI FLORIDA, 33130 August 5, 2009 74 NE 103 Street Residence Windows Wind Pressures ASCE7-05 h= 15 ft Mean roof high V= 146 mph 1= 1.00 ASCE 7-05, table 6.1 Kh= 0.85 ASCE 7 -05, table 6.3 Kzt= 1.00 ASCE 7-05, section 6.5.7.2 Kd= 1.00 ASCE 7 -05, table 6.4 qh = 46.3 psf Gcpi = ± 0.18 qh- 0.00256(KzX"XKd)(VjI GABLE ROOF Wall Desican Pressure sf Area, W -Gcp -4 -Gcp -5 ZONE 5 ZONE 4 15 -1.07 -1.34 +53.2 -70.3 [+50.8 53.2 -57.9 20 -1.05 -1.29 +52.2 -68.3 52.2 30 -1.02 -1.23 +50.8 -65.4 Roof Design Pressure, psf area, fir ZONE 1 ZONE 2 ZONE 3 10 +22.2 -54.7 +22.2 -91.7 +22.2 -138.0 20 +20.8 -53.3 +20.8 -82.0 +20.8 -114.3 50 +19.0 -51.4 +19.0 -69.1 +19.0 -83.0 100 +17.6 -50.0 +17.6 -59.3 +17.6 r" 1 nv - yx six xo- "m Miami Shores Village 10050 N.E. 2nd Avenue¢ Miami Shores, FL 33138 -0000 Per�atu r OP Phone: (305)795 -2204 �� ,,. Expiration: 0124/201 Pr oject Addres Parcel Number A pplicant 362 92 Street 1132060136440 JAMES WALKER Miami Shores, FL 33138- Block: Lot: Owner Informati _ Address Phone Cell f JAMES WALKER 362 92 Street MIAMI SHORES FL 33138 -3134 Contractor(s) Phone Cell Phone Valuation: $ 2,5 JOE LEWIS SPECIALTY SEPTIC (305)662 -7979 Total Sq Feet: 750 Type of Work: PLUMBING For Inspections please call: Type of Piping: DRAINFIELD (305)762 -4949 Additional Info: Available Inspections: Bond Return : Inspection Type: Classification: Residential Final Rough Landscaping Fees Due Amount Invoice # Total Amt Paid Amt Due Bond Type - Owners Bond $300.00 PL -7 -09 -35501 $ 484.78 $ 484.78 $ 0.00 CCF $1.80 Education Surcharge $0.60 Check #: 4528 Bond #: 1874 Permit Fee - Additions/Alterations $175.00 Scanning Fee $3.00 Technology Fee $4.38 Total: $484.78 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above - named contractor to do the work stated. July 28, 2009 Authorized Signature: Owner / Applicant i Contractor / Agent Date Building Department Cop July 28. 2009 ______.. 1 ' Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 120414 Permit Number: PL -7 -09 -1260 Scheduled Inspection Date: October 16, 2009 Permit Type: Plumbing - Residential Inspector: Bruhn, Norman Inspection Type: Final Owner: WALKER, JAMES Work Classification: Drainfield Job Address: 362 NE 92 Street Miami Shores, FL 33138- Phone Number Parcel Number 113206013644 Project: <NONE> Contractor: JOE LEWIS SPECIALTY SEPTIC Phone: (305)662 -7979 Building Department Comments DRAINFIELD REPLACE I pector Comments Passed Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. October 15, 2009 For Inspections please call: (305)762 -4949 Page 3 of 5 Miami Shores Village D MOTE � Building Department JUL z 8 2009 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY..._L.�._�.._--.�_.._. Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Hermit No. PERMIT APPLICATION Master Permit NO. FBC 2004 Permit Type: Plumbing Owner's Name (Fee Simple Titleholde �S j � Q l �s� Phone # 2215 17SIll - f�g Owner's Address City &Att ikorw State Zip Tenant /Lessee Name — Phone Phone # E-MAIL: rWQ ! KL'f'lx� A A, L 6h C[3M Job Address (where the work is being done) 3 City Miami Shores Village County Miami- Dade Zip 33 FOLIO / PARCEL # Is Building [Historically Designated YES NO y Contractor's Company Name _- Z, ��;,�,�f_ Phone # Contractor's Address 1 4!/� , City /71 tx ,4 MAtL Stat Zip 3 A 2 3 Qualifier Name J�o C �„�.` Phone # State Certificate or Registration No. Certificate of Competency No. E -MA IL: Architect /Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 0 Square / .Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration E]New E Repair /Replace ❑ Demolition Describe Work: Submittal Fee $ Permit Fee $ CCF s CO /CC Notary S--e— Training /Education Fee $ Technology Fee $ . -- Scanning $ �� ' 1 Radon $ )PBR $ Zoning $ Bond $ Code Enforcement $ Double Fee Structural Review. $ Total Fee Now Due $_ See Reverse side - Bonding Company's Name (if applicable) Bonding Gpi - opany'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 ineet 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 wdrk 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 f such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The for g ' g instrument was ac owledged be a this The foregoing instrument was acknowledged before me this day ° ' 2 `L-1 -' b y day of Z _,20 by who i person ly known to me or who has roduced ' P who is personally kno who has produced . 0 : s identification and who did take an oath. 1 NO AR' PUBLIC: ��, �-- �,, , � 'I , � 'co,% and who di e n at Sign r, � ^3+V Print: 5� ��'`,o�oQOCO Pri t .., S L My Commission Expires: My Commission Expires: APPLICATION APPROVED Y Z--®' Plans Examiner Engineer Zoning (Revised 02/08/06) PERMIT #. 13 -SC- 996281 STATE OF FLORIDA APPLICATION #: AP930071 DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: �,. SYSTEM RECEIPT #: R� DOCUMENT #: P R780353 CONSTRUCTION PERMIT FOR: OSTDS Repair APPLICANT: Jame R Walker PROPERTY ADDRESS: 362 NW 92 St Miami, FL 33138 LOT: 5 BLOCK: 4 SUBDIVISION: Miami Shores PROPERTY ID #: 11- 3206 -013 -6440 [SECTION, ,TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E -6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY'. SYSTEM DESIGN AND SPECIFICATIONS T [ 900 ] GALLONS / GPD New Septic Tank CAPACITY A [ 0 l GALLONS / GPD CAPACI N [ 0 l GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY `''SINGLE TANK:1250 GALLONS] K [ l GALLONS DOSING TANK CAPACITY ( ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ j D [ 225 ] SQUARE FEET Trench configuration drainfi SYSTEM R ( 0 l SQUARE FEET SYSTEM A TYPE SYSTEM: [X] STANDARD [ ] FILLED [ ] MOUND [ ]` I CONFIGURATION: [X] TRENCH [ ] BED [ j N F LOCATION OF BENCHMARK: Top of bottom floor, 11 .00' NGVD I ELEVATION OF PROPOSED SYSTEM SITE [ 2.00 ] [ INCHES FT [ABODE BELOW BENCHMARK /REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 4.00 ][INCHES FT [ABOVE BELOW BENCHMARK /REFERENCE POINT L D FILL REQUIRED: [ 0.00 ] INCHES EXCAVATION REQUIRED: [ 24.00 ] INCHES O *Invert elevation of drainfield to be no less than 7.50 ft. NGVD. *Bottom of drainfield elevation to be no less than 7.00 ft NGVD. T -The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with H sec. 64E- 6.013(3)(f). F.A.C. E "THIS PERMIT IS NOT FOR " ADDITION(s) ". R SPECIFICATIONS BY: Carlos a TITLE: Legacy y AP � PROVED BY: d TITLE Dade CHD Cax s aza DATE ISSUED: 07/24/2009 EXPIRATION DATE: 10/22/2009 DH 4016, 10/97 (Previous Editions May Be Used) Page 1 of 3 STATE OF FLORIDA �{ .: DEPARTMENT OF HEALTH \ APPLICATION FOR ONSITE SEWAGE D'SPpSAL SYSTEM CONSTRUCTION :PERMIT — — — Permit Application Number PART Il SITE PLAN- — Scale: Each block represents 5 feet and 1 inch = 50 fe et: — — w . a- ,m £ M € a �A/1"t,; •y £ S ., . a b } w _ € M.... P7 , - - T — Y F $f .m; £ .. n _ ,.....: f n "AL, - - Notes: a s Site Plan'submitted b y - S ignature Plan Approve Title Not Approved Date Y County Health Department ALL CHANGES MIST SE APPROVED' Sy THE COUNTY HEALTH DEPARTMENT H 4015. 10196 (RePlaces HRS-H Form 4015'which may be lock Numtier: 5744-OW-401&61 Paae 2 of 3 STATE OF FLORIDA ° DEPARTMENT OF HEALTH F APPLICATION FOR ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION PERMIT � Permit Application Number -- ---- -- -- -- PART 11 -SITE PLAN------------ - --- -- Scale: Each block represents 5 feet and 1 inch = 50 feet. L " t r v f _ s n to g x 3 i SF e � 3 x } 1 .... - .r. .. .. ,. - _ i ; Notes: Site Plan submitted by: Signature Title Plan Approvdd. = 4 . Not Approved Date By County Health Department ALL CHANGES MUST BE APPROVED BY THE COUNTY HEALTH DEPARTMENT DH 4015, 10196 (Replaces HRS-H Form 4015 which may be used) Me" Kh-+ • 67AA_f M_Anfa_c\ .. n.....: n ..S 9