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WS-11-862Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 165280 Scheduled Inspection Date: October 13, 2011 Inspector: Bruhn, Norman Owner: WIESE, HEISE Job Address: 149 NW 93 Street Miami Shores, FL 33150- Project: <NONE> Contractor: ART EXPRESS II LLC Permit Number: WS -5 -11 -862 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1131010330850 Phone: (954)921 -5040 Building Department Comments REPLACING EXISTING ENTRY DOOR AND WINDOW Passed / (/#f Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 165189. CREATED AS REINSPECTION FOR INSP- 164813. CREATED AS REINSPECTION FOR INSP- 159724. RAIN - BY THELMA 10/6/2011 - MISSING MULLION PICTURES. JR October 12, 2011 For Inspections please call: (305)762 -4949 Page 24 of 29 Total Due: $0.00 1 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 'Return to: I Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 IBM To 1 HEISE WIESE 149NW93ST MIAMI, FL 33150 Date 08/23/2011 08/23/2011 07/01/2011 23H3 S6T7.LQ Iti# ! SI:O1 IN , :I LU3 J3I 0 Fee Name Revision Fee Scanning Fee Plan Review Fee (Engineer) Invoice Number: WS -7 -11 -41337 Invoice Date: July 01, 2011 Permit Number: WS -5- 11-862 Bond Number: (Comments: ENTERED BY NB Fee Type Calculated Calculated Calculated Fee Amount $150.00 $18.00 $60.00 Total Fees Due: $228.00 Payments Date Pay Type Check Number Amount Paid 08/23/2011 Check 5542 $228.00 Change $0.00 Total Paid: $228.00 Tuesdai8August 23, 2011 (.011_1\,0 -r-lAdocm zs.\\11 \KAIL\ Miami Shores Village Building Department 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 APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titlehold ): C'. t 14-Q,, k) Address 9 4 - 3, S T City: iI yawl Tenant/Lessee Name: Permit No. L w 07 1111w Master Permit No. Phone#: v"' tis o ° O (Q l State: Zip: 331 v Phone#: Email: JOB ADDRESS: 1 S °C84 City: Miami Shores County: Miami Dade Zip: 33 ( S O Folio/Parcel #: 11 1 0 1 033 D is 50 Is the Building Historically Designated: Yes NO Flood Zone: r } CONTRACTOR: Company Name: i (-7,7‹ Pe-425 5 IL LL(. PhoneCC# ::J� r4 rt .3 —s(‹ Address: 1 I () 1) d?j � L 1".�, / ( � �t • �I,� I • �V �� t� :.5 -S -L Crty: �� � � UL�t� State: � �, Zip. Oh n J ` /� Qualifier Name: (,..•U � Q � � Phone #: � l s 4 -q � � �- v Li0 State Certification or Registration #: L f 6 / / 57 Certificate of Competency #: Contact Phone#: q t— t , "1St S I Email Addyss: + -e..+ CO "` 6Ce DESIGNER: Architect/Engineer. Yl SS( Phonert-TC' q 4 3 - q 4�S Value of Work for this Permit: $ Type of Work: DAddress Descri tion of Work: .,e,vwu DAlteeration ev c& v Square/Linear Footage of Work: DNew DRepair/Replace DDemolition S" 1 T CA—it )1(CPPJ ,L.) i. L) I`1 S \C cs aPin 5.4 COLOR THROUGHROO TI'LEIS,RIR RED acknowledged by: * * * * * * * *(#ar44** -1414 ** *****, t* ** ** * **Feest*** * * *** * ******* *, *** * * *, ar+r,r ** *** * ** **** *** csJ Submittal Fee $ 15ermit Fee $ 7.„(0 CCF S CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ I Training/Education Fee $ Technology Fee $ Double Fee k. ` `T- _s. " Structural Review $/ s 9 TOTAL FEE NOW DUE $ 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 FLF.CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature -s't7r---(6,,,, 6, Owner or Agent Contractor The foregoing instrument was acknowledged before me this <� The foregoing instrument was acknowledged before me this 6 day of,, U , 20 t 1 , by , day of Li,...) , 20 I I , by who is persotalcno to me or who has produced who is personall y kgo n to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: •e01tie xo eppou s to -sec (LO') • AMNIFINA II iiin .., , - • I -: APPROVED BY NOTARY PUBLIC: """roo•eoi Si :OZ'SZ oo Ate T'.l3d. V • £960-86£(LOP) id.cf 24 2 V Plans Examiner Zoning 4 /7 /dL Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)(rev6/4/10) Permit No: 11- F Job Name J ( 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 l �` ,2011 t Page 1 of 1 � fi g Critique Sheet v /Cf 'OD 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 06/21/2011 09:57 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES eon * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 1495 RECIPIENT ADDRESS 919549215010 DESTINATION ID ST. TIME 06/21 09:56 TIME USE 01'31 PAGES SENT 2 RESULT OK Permit No: 11 -862 Job Name: June 17, 2011 IVI iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet Revision 1) Provide zoning approval. 2) Miami Shores Ordinance requires exterior wall construction to be ofmasonry or concrete products. Metal is not an acceptable product. 3) The plans show existing exterior block wall to remain but this wall has been altered in the field without permits and inspections. The wall was 4 inch block and new concrete has been placed. STOPPED REVIEW 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 Permit No: 11 -862 Job Name: June 17, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet Revision 1) Provide zoning approval. 2) Miami Shores Ordinance requires exterior wall construction to be ofmasonry or concrete products. Metal is not an acceptable product. 3) The plans show existing exterior block wall to remain but this wall has been altered in the field without permits and inspections. The wall was 4 inch block and new concrete has been placed. STOPPED REVIEW 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 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 8-//G/ll Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 K rn Permit No. W6 �! �\ v / W'L Master Permit No. BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): f 141 Phone #: Address: 149 N W q3 sr City: klArvIA,1 ; ,E5 Tenant/Lessee Name: Email: State: (1, Zip: 33 J �O Phone #: JOB ADDRESS: 1 /49' M ' " y 3 City: Miami Shores County: Miami Dade Zip: 3 3 ( 56 Folio/Parcel #: 11 --ND' •-033'° ' %6e) Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: i £,c P 5 fl l t. L Phone #: q ' 43 Address: ( 4-0 City: 1,1A/ PkteieD6 State: 4 Zip: 5OIttsi Qualifier Name: -- � t_ _ < . ��" Phone #: `�J 1 ' J� 7 —el 1 State Certification or Registration #: [,� r � > Certificate of Competency #: Contact Phone #: 9 Email Address: + 1 -weGb Z- .$C +• DESIGNER: Architect/Engineer: RAN t-40M) �At I i ALIT Phone#: %)(- ��0 � �� ` e9 -443 - (1y Value of Work for this Permit: $ /�� Square/Linear Footage of Work: Type of Work: ❑Addition DAlteration New 'j'T' epair/Replace ODemolition Description of Work: �� (� �-v �1�' ' OF &K r 5�' 7A- 4 1 2) ( Dezala t 9� i ^% DOW/ i066to'igr-04/- s 6 DAR.) ******** * * * * * * * * * * * * ** * * * * * ** * * * * * * * * ** ees************* ** * * *** * * * * * * * *** ** * * * ** * * *** ** cad Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 125. Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by , day of , 20 _, by who is personally known to me or who has produced who 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: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ************ * * * * * * ********* * ********* : **+ x**** ***+ x****+ x**** ***** m******x:+x*** *******+x** ** :** ******** **** ****** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) 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 FT.F.CTRICAL 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 insp tion which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will be approved reinspection fee will be charged. Signature Signature Owner or Agent The fore oing instrument was achy, d before me this QD day of =, 20,L, by wf I.2 who is me or who has produced Contractor r� The foregoing instrument was acknowle bef me this day of 4' ✓ , 20 A , by who is to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commissi NOTARY PUBLIC: a71 �'_ A- PETAS ;g: MY COMMISSION # DD935614 EXPIRES October 25, 2013 (407) 398-0153 FlorldallotarySerwce.com Sign: i`• 61 YW Print /04 EX 1) 398 -U153 IoridallotaryServrce.corn My Commission Expires: ****+ Pi+ R********+ R#+ PrB**** 9r+ b+ l ********tlrrlr►S+Ur►+prM**** **** f**** Y******************** rR*+ itrR+ lr* ***+Mi+R+t***** *******+i+R***** APPROVED BY 1 �l C� Plans Examiner Zoning Structural Review Clerk (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) (Art Exprees LLC) 1120 N 13 Ter Hollywood, FL 33011: (!)62 93 h4v��. RE: Contingency Let: ; r Application Documer : No: AP1001607 Centex Permit Numl s r: 13- SC- 1312914 OSTDS Number: 149 NW 93 $t Miami, FL 33150 Lot:17 -18 Dear Applicant: This will acknowledge existing onsite sewer From a review of you is adequate for the pl If you have any clues Enclosures cc: L00 /L00IA H. Prank Farmer, Jr„ M.D., Ph.D. State Surgeon General April 28, 2011 IcFN 1.1-} j - illeftto- riff 110" 0140 Block:133 Subdivision: receipt of an application dated 04/14/2011 for a permit to use an treatment and disposal system located on the above referenced Pompleted application, it has been determined that your existing system posed use (installation of concrete deck and pavers). .ns on this matter, please call our QMoe at (305) 623 -3500. Sincerely, Joseph Plverger, Engineer Specialist II Miami -Dade County Health Department 17251 NW 167 St, Opt► Locke, FL 33056 s lone: (305) 623.3500. Fax; (305) 623.3645 .1ntp: / /www,MyFloddaEH.com XVJ 90:80 LLOZ /zL /Gn dN a12912a11)al1 STRUCTURAL AIDE DESIGN AND ENGINEERING Detailed Wind Load Design (Method 2) per ASCE 7 -05 Analysis by: DC Company Name: Descri.tion: WIESE'S RESIDENCE WG DRAFTING User Input Data Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I, II, III, or III Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Gabled Kd (Directonality Factor) 1 Eave Height (Eht) 13.17 ft Ridge Height (RHt) 14.50 ft Mean Roof Height (Ht) 13.75 ft Width Perp. To Wind Dir (B 34.50 ft Width Paral. To Wind Dir (L 48.50 ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.40 Flexible Structure No Calculated Parameters Importance Factor 1 1.15 1 Hurricane Prone Region (V>100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 1= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft Gust Factor Category 1: Rigid Structures - Simplified Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 Gust Factor Category 11: Rigid Structures - Complete Analysis Zm Zmin 15.00 ft Izm Cc * (33/)"0.167 0.2281 I' nclo.ed - ildin s Lzm 1 *(zm/33) "Epsilon 427.06 ft Q (1/ (1+0.63 *((B +Ht) /Lzm)"0.63))"0.5 0.9287 Gust2 0. 925*(( 1+ 1.7*Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8875 Gust Factor Summary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 Flo 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpi Max + Max - • I=n :u ngs 0.00 0.00 is ly : lo -• g uildings 0.55 -0.55 I' nclo.ed - ildin s 0.18 -0.18 tEgcl• -ed ilding n 0.18 -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 WG DRAFTING Miami Shores Village APPROVED BY BATE ZONING DEPT BLDG DEPT -rr SUBJECT TO COMPLIANCE WITH ALL FEDERAL. STATE AND COUNTY RULES AND REGULATIONS 3/20/2011 STRUCTURAL AIDE DESIGN AND ENGINEERING Detailed Wind Load Design (Method 2) per ASCE 7 -05 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev 0 Kz Kzt qz Ibt t "2 Pressure (IbffM2) ft Windward Wall* Leeward Wall Total Shear Moment +GCpi -GCpi +GCpI -GCpi + / -Gcpi (Kip) (Kip-ft) 15 0.85 1.00 53.27 26.64 45.81 -28.55 -9.38 55.19 1 28.56 214.20 ote: 1) Positive forces act toward the face and Negative forces act away from the face. Figure 6.5.12.2.4 Parapets Type of Parapet Enclosed Value Top Elevation of Parapet 18.00 ft Parapet-Windward Pressure 83.03 lb/ft "2 Parapet-Leeward Pressure -55.36 lb /ft "2 Figure 6-6 - External Pressure Coefficients. CD Loads on Main Wind -Force Resisting Systems (Method 2) M M L Variable Formula Value Units Kh 2.01 *(15 /zg)"(2/Alpha) 0.85 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256 *(V) "2 *I *Kh *Kht *Kd 53.27 psf Khcc Comp & Clad: Table 6-3 Case 1 0.85 Qhcc .00256*V "2 *I *Khcc *Kht *Kd 5327 psf Wall Pressure Coefficients, Cp Surface I Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 Developed by Meca Enterprises, Inc. Copyright 2006 WG DRAFTING Page No. 2 of 4 STRUCTURAL AIDE DESIGN AND ENGINEERING Detailed Wind Load Design (Method 2) per ASCE 7 -05 Roof Area (sq. ft.) Roof Pressure Coefficients, Cp Reduction Factor 1.00 Calculations for Wind Normal to 34.5 ft Face Cp Pressure (psf) Additional Runs may be rectd for other wind directions +GCpi -GCpi Leeward Walls (Wind Dir Normal to 34.5 ft wall) -0.42 -28.55 -9.38 Leeward Walls (Wind Dir Normal to 48.5 ft wall) -0.50 -32.23 -13.05 Side Walls -0.70 -41.29 -22.11 Roof - Wind Normal to Ridge (Theta > =10) - for Wind Normal to 34.5 ft face Windward - Min Cp -0.57 -35.25 -16.08 Windward - Max Cp -0.06 -12.09 7.08 Leeward Normal to Ridge -0.47 -30.66 -11.48 Overhang Top (Windward) -0.57 -25.67 -25.67 Overhang Top (Leeward) -0.47 -21.07 -21.07 Overhang Bottom (Applicable on Windward only) 0.80 36.22 36.22 Roof - Wind Parallel to Ridge (All Theta) - for Wind Normal to 48.5 ft face Dist from Windward Edge: 0 ft to 27.5 ft - Max Cp -0.18 -17.74 1.44 Dist from Windward Edge: 0 ft to 6.875 ft - Min Cp -0.90 -50.34 -31.16 Dist from Windward Edge: 6.875 ft to 13.75 ft - Min Cp -0.90 - 50.34 -31.16 Dist from Windward Edge: 13.75 ft to 27.5 ft - Min Cp -0.50 -32.23 -13.05 Dist from Windward Edge: > 27.5 ft -0.30 -23.17 -4.00 * Horizontal distance from windward edge Developed by Meca Enterprises, Inc. Copyright 2006 3/20/2011 WG DRAFTING Page No. 3 of 4 STRUCTURAL AIDE DESIGN AND ENGINEERING Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 3. 2 _ 2-r 1 2 a a 3.45 ft Double Click on any Data entry line to r a Component width (ft) Span (ft) , Area (ft" 2) Zone GCp Wind Press (1b/fM2) Max Min Max Min CASAING W 2.66667 4.25 11.33 4 0.99 -1.09 62.35 -67.68 FIXED W 4 4.25 17.00 4 0.96 -1.06 60.69 -66.02 DOOR 3.25 7.083333 23.02 4 0.94 -1.04 59.45 -64.78 Note: * Enter Zone 1 throuoh 5. or 1H throuoh 3H fnr nvarhannc 45 =_> Developed by Meca Enterprises, Inc. Copyright 2006 3/20/2011 WG DRAFTING Page No. 4 of 4 05/17/2011 16:16 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 1 1001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 1393 RECIPIENT ADDRESS 919549215010 DESTINATION ID ST. TIME 05/17 16:15 TIME USE 00'23 PAGES SENT 1 RESULT OK Permit No: 11 -862 Job Name: May 17, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) The plans submitted include additional work Provide a set of plans to do the window and door work. Remove all items that do not pertain to the window and door work. 2) Product approvals do not match the plans. Plans show casement windows but the approval is for projection windows. 3) The product approval for the fixed window is non - impact resistant. Shutters will be required. 4) The paper work for the door must be a complete stile or county product approval. 5) Provide a product approval formullians. STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will dos 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 cAX: q- Gay - 1 o Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: //� p2 DATE: 5:1-77- l go4c Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: .q.-( 9: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. by: Acknowledged b 1217-111//1 9 Y do'g PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: 'Florida Building Code Online Page 1 of 1 BCIS Home E Log In 1 User Registration 1 Hot Topics { Submit Surcharge 1 Stats & Facts 1 Publications 1 FBC Staff ! BCIS Site Map 1 Links 1 Search 1 Product Approval USER: Public User Product Aooroval Menu > product or Application Search > Application List Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Approved for use in HVHZ Impact Resistant Other 2007 FL# ALL Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired NameALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL Refine Search 10537 ALL ALL ALL ALL ALL ALL ALL Search Results - Applications FL# T e Manufacturer Validated Sy S s FL10537 New erma -Tru Corporation Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies Ryan J. King, P.E. (813) 787 -8283 Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and /or the Commission if necessary. Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. Privacy Statement 1 Coovrloht Statement 1 Accessibiifv Statement 1 piuo -in Software 1 Customer Service Survey 1 Contact Us Product Approval Accepts: c $ �t [sSAFE tit-)C;11 http: / /www.floridabuilding .org/pr /pr_app_lst.aspx 5/18/2011 Florida Building Code Online Page 1 of 3 BUS Home j Log In User Registration 1 Hot Topics ! Submit Surcharge 1 Stets & Facts 1 Publications ! FBC Staff ( BUS Site Map Links Search 1 Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived FL10537 New 2007 Approved 0 Product Manufacturer Therma -Tru Corporation Address /Phone /Email 118 Industrial Drive Edgerton, OH 43517 (419) 298 -1740 sjasperson@tttechnologies.us Authorized Signature Steve Jasperson sjasperson@tttechnologies.us Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a FloHda Registered Architect or a Licensed Florida Professional Engineer 2 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E. developed the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2011 Validated By Ryan J. King, P.E. 0 Validation Checklist - Hardcopy Received Certificate of Independence FL10537 RO COI CERT of INDEPENDENCE.Odf Referenced Standard and Year (of Standard) Standard Year ASTM E1300 2002 ASTM E1300 2004 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code http : / /www.floridabuilding .org/pr /pr_app_dtl.aspx? param= wGEVXQwtDgtfYBJ2 %2fM7I... 5/18/2011 'Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 02/23/2009 05/11/2009 05/16/2009 06/09/2009 Page 2 of 3 Summary of Products FL # Model, Number or Name Description 10537.1 a. "FiberClassic ", "SmoothStar", "ClassicCraft" or " ClassicCraft Rustic" 6'8 "Impact" Opaque Fiberglass Single Door - (X) Inswing or Outswing Configuration Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 10537.1 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. Installation Instructions FL10537 RO II INST 10537.1.Adf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 RO AE EVAL 10537.1.0df Created by Independent Third Party: Yes 10537.2 b. "FiberClassic ", "SmoothStar ", " ClassicCraft" or "ClassicCraft Rustic" 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite - (OX or XO) Inswing or Outswing Configuration Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 10537.2 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL10537 RO II INST 10537.2.odf VeHfled By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10 37 RO AE EVAL 10537.2.odf Created by Independent Third Party: Yes 10537.3 c. "FiberClassic ", "SmoothStar ", " ClassicCraft" or " ClassicCraft Rustic" 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites - (OXO) Inswing or Outswing Configuration Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 10537.3 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL10537 RO II INST 10537.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 RO AE EVAL 10537.3.odf Created by Independent Third Party: Yes 10537.4 d. "FiberClassic ", "SmoothStar ", " ClassicCraft" or " ClassicCraft Rustic" 6'8 "Impact" Opaque Fiberglass Double Door - (XX) Inswing or Outswing Configuration Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 10537.4 for Design Pressure Ratings by specific Model and for any other additional use limitations and Installation instructions. Installation Instructions FL10537 RO II INST 10537.4.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 RO AE EVAL 10537.4.pdf Created by Independent Third Party: Yes 10537.5 e. "FiberClassic ", "SmoothStar ", " ClassicCraft" or " ClassicCraft Rustic" 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites - (OXXO) Inswing or Outswing Configuration Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 10537.5 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (Note - ASTM Installation Instructions FL10537 RO II INST 10 37.5.pd( Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 RO AE EVAL 10537.5.odf Created by Independent Third Party: Yes http: / /www.floridabuilding.org/pr /pr_ app_ dtl. aspx? param= wGEVXQwtDgtfYBJ2 %2fM7I... 5/18/2011 r R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Vairico. FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL- 10537.1 Date: March 23. 2009 Product Category: Exterior Doors Product sub-category: Swinging Exterior Door Assemblies Product Name: Smooth Star, Fiber Classic, Classic Craft & Classic Craft Rustic Fiberglass Door Inswing / Outswing "Impact" Manufacturer: Therma Tru Corporation 118 industrial Dr. Edgerton, 01-143517 Phone 41 9.298.1740 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 98- 72.070, Method Id of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire fmancial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition). See Drawing No. FL-1 0537.1 prepared by R W Building Consultants, Inc. and signed and sealed by Lyndon F. Schmidt, P.E. (FL # 43409) for specific use parameters. Lyndon F. Schmidt, P.E. FL No. 43409 March 23, 2009 PF 1454 Sheet I of 3 Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL- 10537.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using threshold item #4 meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using threshold item #5 do not meet the water infiltration requirements for the "HVHZ" and shall be installed only in non- habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees." 9. See drawing FL- 10537.1 for size and design pressure limitations. C�- Lyndon F. Schmidt, P.E. FL No. 43409 March 23, 2009 PF 1454 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL- 10537.1 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Lyndon F. Schmidt, P.E. B Tests 1. Materials (Fiberglass door skins by Therms Tru) approval number NOA 06- 0406.11 issued by Miami -Dade BCCO. 2. Materials (Polyurethane foam core) testing per ASTM E84 -00a (ASTM E84-00 is equivalent to ASTM E84-04 referenced in the 2007 FBC as evidenced by the comparison evaluation report EQ -E84 -00-04 signed and sealed by Lyndon F. Schmidt, P.E.) as performed by Omega Point Laboratories and reported in test report 15427 - 107362, signed by William E. Fitch, P.E. 3. Materials (Polyurethane foam core) testing per ASTM DI 929- 96(2000)e1 as performed by Architectural Testing, Inc. and reported in test report ATI 67508.01 - 106 -18, signed by Joseph A. Reed, P.E. 4. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by Testing Evaluation Laboratories, Inc. and reported in test report TEL 06- 1031 -1, signed by Wendell W. Haney, P.E. C Calculations 1. Product anchoring for tested specimens is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report TEL 06 -1031- 1. Additional product anchor analysis for loading conditions prepared, signed and sealed by Lyndon F. Schmidt, P.E. 2. Buck anchor analysis for loading conditions prepared, signed and sealed by Lyndon F. Schmidt, P.E. D Other 1. Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therms Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. G�- Lyndon F. Schmidt P.E. FL No. 43409 March 23, 2009 PF 1454 Sheet 3 of 3 1 a d 1HERMAflPU THERMA TRU DOORS 1 18 INDUSTRIAL DR., EDGERTON, OH 43517 SMOOTH STAR, FIBER CLASSIC CLASSIC CRAFT & CLASSIC CRAFT RUSTIC FIBERGLASS DOOR INSWING / OUTSWING "IMPACT" GENERAL NOTES i. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) stnictural requirements inciudng the 'High Velocity Hurricane Zone' (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material stall be beyond waft dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Buffing Code and does not require an impact resistant covering. 4. When used it areas outside of the °HVHZ" requiring wind borne debris protection this product complies with Section 1609.12 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "D" and inches Wind Zone 4 as defined In ASTM E1996. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered mchitect. 7. Outswing contlgluafionsusing threshold item #4 meet water inthtratlon requirements for°HVHZ". 8. Inswing configurations and outswing configurations tang threshold item #5 do not nit the water infllhutiwr requirements for the "HVHZ° and shall be installed only in non - habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill Is less than 45 degrees." TABLE OF CONiins MET if DESCRIPTION Typical elevations, design presaxes & general notes 2 Door panel deta s (Smooth Star) 3 Door panel dotal s (Classic Croft) 4 Door panel details (Classic Cult Rustic) 5 Door panel detaiis (Fiber Classic) 6 Horizontal cross sections 7 Vertical cross sections 8 Buck and franre anchoring -2X tuckmosorsy construction 9 Frame anchoring -1 X buck masonry construction 10 BU of materials & components 37J5' MAX. OVERALL — FRAME WOiH 3593' MAX. PANEL WIDTH e z a a moil: 2/24/09 SOME. N.T.S. OWL BY: AL Csat. BY LFS ONOWOO NO.: FL- 10537.1 srasriC XL INSWING 37.75" x 82.28" +75.0 -75.0 SMOOTH STAR OUTSWING 37.75" x 80.75" +80.0 -80.0 CLASSIC CRAFT INSWING 37.75 x 82.25" +100.0 -100.0 OUTSWING 37.75"x80.75" +100.0 -100.0 CLASSIC CRAFT RUSTIC INSWING 37.75" x 82.25" +90.0 -90.0 OUTSWING 37.75" x 80.75" +90.0 -90.0 FIBER CLASSY INSWING 37.75"x82.25° +75.0 -75.0 OUTSWING 37.75" x 80.75" +80.0 -80.0 e z a a moil: 2/24/09 SOME. N.T.S. OWL BY: AL Csat. BY LFS ONOWOO NO.: FL- 10537.1 srasriC XL EXTERIOR INTERIOR 2 1 HORIZONTAL CROSS SECTION DETAIL A -A ODOOR PANEL Smooth star 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000 00000 00000 0 0000000 00000000 0000000 00000000 DETAIL A•A Panel reinforcement ✓ v c 00 OL.P --�{ 1.18' M,qq OHINGE STILE 28.86% OPEN AREA MAX. OLOCK SIRE I+ 1.53" -+-I OBOTTOM RAIL, EXTERIOR INTERIOR °VERTICAL CROSS SECTION a F as z DAM 2/24/09 N.T.S. Dtw. BY: AL aa. en IFS oxra= ra.: FL- 10537.1 SHEET or jQ 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 000000 0000 0 00000 0 0000000 00000000 0000000 00000000 u DETAIL A -A Panel reinforcement TYP. 4 CORNERS OF PANEL 00 D �O M,q4� 28.86% OPEN AREA MAX. 0.34" EXTERIOR INTERIOR 3 /�1� HORIZONTAL CROSS SECTION I-1.44 "1 OHINGE STILE OLOCK STILE 1.49 "-�{ 7 OBOTTOM RAIL EXTERIOR INTERIOR ()VERTICAL CROSS SECTION iv 4 q if S : 2/24/09 SCALE N.T.S. we. BY AL not BY LFS DRAM* NQ.: FL- 70537.7 94EET 3 ov ZQ 0 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000 0000 0000 000000 0000000 • • • • • DETAIL A -A Pane! reinforcement 7YP. 4 CORNERS OF PANEL 111r: 28.86% OPEN AREA MAX. EXTERIOR INTERIOR C-.)HORIZONTAL CROSS SECTION 4 •Trt„, RA 4.05" OLOCK & HINGE STILE isvo wg0 00.•°• EXTERIOR INTERIOR VERTICAL CROSS SECTION RE rn 0 0 z oA1E: 2/24/09 SUM N.T.S. OWO. Mt AL c}IX. all LFS DRAWING NO.: FL-10537.1 ow 4 or _w_ m ❑ ro 0000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000 c 0000 0 00000 0 0000000 00000000 0000000 00000000 DETAIL A -A Panel reinforcement EXTERIOR INTERIOR ()HORIZONTAL CROSS SECTION I153° --I 1.18" 00 m'1. 28.86% OPEN AREA MAX. O HINGE ST/LE 0 LOCK STILE 1.53' 6S BOTTOM RAIL EXTERIOR INTERIOR °VERTICAL CROSS SECTION 8 a Dm 2/24/09 SCALE N.T.S nwta, er: AL dIX BY: LFS MANS NO.: FL- 10537.1 z 0 i 5 m CROSS SECTION °HORIZONTAL Out ap�oho - inswing INTERIOR EXTERIOR 0 6 3 HORIZONTAL CROSS SECTION Shown w/1 X sub buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC INTERIOR EXTERIOR C)HORIZONTAL CROSS SECTION OOutswi P approved - inswing also l -1 /4" MIN. EMB. (TYP.) A d z it 2/24/09 sr . N.T.S. D. BY: At. aac Be LFS DlaWING NO. FL- 10537.1 weer of 1Q C 2009 R.W. eu I.o ■No 0 EXTERIOR INTERIOR ()VERTICAL CROSS SECTION Outswing shown - inswing olso approved EXTERIOR INTERIOR INTERIOR EXTERIOR EXTERIOR INTERIOR °VERTICAL CROSS SECTION Shown wIIX sub -buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC EXTERIOR INTERIOR CD7 VERTICAL CROSS SECTION Inswing configuration see general notes, sheet t for "HVHZ" water infiltration requirements cpVERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHZ" water infiltration requirements CDVERTICAL CROSS SECTION Outswing configuration see general notes, sheet 1 for "HVHZ" water infiltration requirements INTERIOR EXTERIOR 6 VERTICAL CROSS SECTION 7 see general notes, configuration 1 for "HVHZ" water infiltration requirements A DATE, 2/24/09 scu.E. N.r.s DWG. BY: AL mac Br: LFS MIAMI Ne.; FL- 10537.1 seer Z of JD. 1 MASONRY MASONRY OPENING I I OPENING BUCK ANCHORING DP <= E psf BUCK ANCHORING 80 <DP <= 100psf HINGE JAMB CONCRETE ANCHOR NOTES: I. Substitution of equal concrete screws from o different supplier may have different edge distance and center distance requirements. 2. Concrete screw locations at the corners may be adjusted to maintain the minimum edge distance to mortar Joints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar 'oints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 3. Concrete anchor table: ANCHOR TYPE ANCHOR SIZE MINIMUM • EMBEDMENT MINIMUM CLEARANCE TO MASONRY EDGE MINIMUM CLEARANCE TO ADJACENT ANCHOR tiW 114" 1.1/4" 2 -1 /2" 3" ELCO 1/4" 1.1/4" 1" 4" MASONRY OPENING FRAME 2X BUCK FRAME ANCHORING Masonry 2X buck construction HINGE DETAIL 6 520 STRIKE JAMB LATCH 8 DEADBOLT DETAIL ur z 4 ce ce WE 2/24/09 sue. N.T.S Bma. BY: AL aa. Bn LFS OWSWONW FL- 10537.1 sreEr or 1Q L rst HINGE JAMB MASONRY 7 OPENING FRAME IX BUCK TYP. HEAD & JAMBS FRAME ANCHORING Masonry 1 X buck construction CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. 2. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as 'MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar 'oints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 3. Concrete anchor table: ANCHOR TYPE ANCHOR SIZE MINIMUM EMBEDMENT MINIMUM CLEARANCE TO MASONRY EDGE MINIMUM CLEARANCE TO ADJACENT ANCHOR 1TW 1/4" 1 -1/4" 2.1/2' 3" ELCO 1/4" 1 -1/4' 1' 4" 0 STRIKE JAMB LATCH & OEADBOLT DETAIL HINGE DETAIL z X? W P am 2/24/09 sea.e. N.T.S. DIM Br: AL a®c. et LFS DRAWING NO.: FL- 10537.1 s+EET OF.]g • z z Y O d 0 0 $ a g: • / h R " 1N. m = d g $ NA a 8v € 1 ,� BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A IX BUCK SG z 0.55 W000 30 CLASSIC CRAFT RUSTIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS B 2X BUCK SG z 0.55 WOOD 31 DOOR SKIN 0.095' THK. (CC RUSTIC) Fy = 6,000 PSI MIN. FIBERGLASS C MAX. 1/4" SHIM SPACE - 32 TOP RAIL (CLASSIC CRAFT RUSTIC) WOOD D 1/4" X 2 -3/4" ELCO OR ITW CONCRETE SCREW STEEL 33 LOCK & HINGE STILE (CLASSIC CRAFT RUSTIC) WOOD /LVL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 34 BOTTOM RAIL (CLASSIC CRAFT RUSTIC) COMP. 35 PANEL REINFORCEMENT 0.023" THK. (CLASSIC CRAFT RUSTIC) STEEL 0 3/16" X 3-1 /4" ITW CONCRETE SCREW STEEL 36 FOAM CORE POLYURETHANE H 1/4" X 3-1/4" ITW CONCRETE SCREW STEEL 40 SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - J 1/4" X 3-3/4" ELCO OR TW CONCRETE SCREW STEEL 41 DOOR SKIN 0.065" THK. (SMOOTH STAR) Fy = 6,0001351 MIN. FIBERGLASS L # }0 X 2 -1 /T' PFH WOOD SCREW STEEL 42 TOP RAIL (SMOOTH STAR) COMP. 1 INSWING ADJUSTABLE THRESHOLD (15300AJ) ALUM. /WOOD 43 LOCK STILE (SMOOTH STAR) WOOD /LVL 2 INSWING THRESHOLD (IS300HP5) ALUM. /COMP. 44 HINGE STILE (SMOOTH STAR) WOOD 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD (ISP30M) ALUM. /COMP. 45 BOTTOM RAIL (SMOOTH STAR) COMP. 4 OUTSWING COASTAL THRESHOLD ALUM./WOOD 46 PANEL REINFORCEMENT 0.023" THK. (SMOOTH STAR) STEEL a 1 2 g f il fat o 5 OUTSWING STANDARD THRESHOLD ALUM./WOOD 47 FOAM CORE POLYURETHANE 6 INSWING THRESHOLD ALUM. /COMP. 50 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - 7 DOOR BOTTOM SWEEP VINYL 51 DOOR SKIN 0.095" THK. (CLASSIC CRAFT) Fy = 6,000 PSI MIN. FIBERGLASS 8 JAMB (PINE) SG >= 0.55 WOOD 52 TOP RAIL (CLASSIC CRAFT) COMP. 9 JAMB (OAK) SG >= 0.55 WOOD 53 LOCK STILE (CLASSIC CRAFT) WOOD /LVL 10 WEATHERSTRIP FOAM 54 HINGE STILE (CLASSIC CRAFT) WOODJLVL 11 HINGE STEEL 55 BOTTOM RAIL (CLASSIC CRAFT) COMP. 12 #10 X 3/4" PFH SCREW STEEL 56 PANEL REINFORCEMENT 0.023" THK. (CLASSIC CRAFT) STEEL 13 #9 X 3" PFH WOOD SCREW STEEL 57 FOAM CORE POLYURETHANE 14 LATCH STRIKE PLATE STEEL 60 FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - 15 SECURITY STRIKE PLATE STEEL 61 DOOR SKIN 0.065" THK. (FIBER CLASSIC) Fy = 6,000 PSI MIN. FIBERGLASS 16 #8 X 2 -1/2" PFH SCREW STEEL 62 TOP RAIL (FIBER CLASSIC) COMP. 17 #8 X 3/4" PFH SCREW STEEL 63 LOCK STILE (FIBER CLASSIC) WOOD /LVL REVISIONS 18 KWIKSET 200 SERIES PASSAGE LOCK STEEL 64 HINGE STILE (FIBER CLASSIC) WOOD 19 KWIKSET 600 SERIES DEADBOLT STEEL 65 BOTTOM RAIL (FIBER CLASSIC) COMP. 66 PANEL REINFORCEMENT 0.023" THK. (FIBER CLASSIC) STEEL 67 FOAM CORE POLYURETHANE 5.7T 5.85 \ ' -- l -; l-i - i.— . , 5.87' 4.57 _ , Ij � _ice 1 _- y / :1 THR€SHOLD THRESHWA i. - -- - - - -_J .. \,, .'' Inswing adjustable \,.;J Inswing atljustaWe r THRESHOLD THRESHOW \_-_,./ Inswing self - adjust Outswing coasfai O r 5.83" C 4.56" + 5.75" i am 2/24/09 r' (•% - _ j� _ a N.T.S. Il ` DM BY: AL THRESHOLD 1HRESHOW /\O HEAD 8 SIDE ° NO.: FL- 10537. T O Outswing stantlard v Inswing _ +7 0 p i/ tomb �A &w Q °F la z z Y O d 0 0 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildinecode 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 C -740 Outswing Aluminum Casement Window -1 M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06 /23105, prepared by manufacturer, signed and sealed by Lucas A. Turner, 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 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 renews NOA # 05- 1129.11 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. 08-0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUB1VlIl CU A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. 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 two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10105, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 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 two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 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) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R- • • No. FTL 3587 dated 10/8/02, signed and sealed by Jo th Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe •, . -- Product Control : ; r ' r NOA No. I : .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 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 & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex DIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21111. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19 /02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th 'es C -740 Aluminum Casement Window — L.M.I., approved 0�,! 3/06, exp t. 4 /22/08. Manuel P P.E. Product Contro iner NOA No. i =: 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E -2 NOTES• LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16° LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1 /8" HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16° LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16° LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16° 1.G. GLASS COMPRISED OF (1) LITE OF 1/8° HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16° LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® G. 13/16" LG. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16° LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O CONFIGURATIONS OPTIONS x } 0 1x x 0 x } x } 0 } x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL UTES 0 x UNEQUAL UTES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X° CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR 44 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR 1441 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL. LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. ,414. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & r ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID-SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4° TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. ®7. REFERENCE TEST REPORTS: FTL- 3580, FTL- 3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. !bodily F.K 3 5 /28103 I F.K. 7/10/03 17era4ar tlma FX. 8123/05 Gmaar Daze F.K 12/17/02 m0DIK:7 atlinAlVe R°Lfi'; ; A�u glraa %, C;' • • .. � I¢ctCentral� B ADD 13/18'1.0.8 MOVE GLAZING DETAILS TO SHEET2 C NO CHANGE THIS SHEET D Chmem ADO 76"HT., GLASS 1YPES F ANC O. REVISE ANCHORAGE ail° 0701ECNVOLOGYORA2 NOKOM193, FL 34275 P.O. SOX 1529 MOW NS. FL 34274 NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better SesesildoSet Sada NTS ° 13 mew 71345$ D (!72(/05_ LuPes A. Toner, P.B. PE 968201 Mechanical A 1/8" ANNEALED OR .090 PVB INTERLAYER HEAT STRENGTHENED GLASS 1/8" HEAT STRENGTHENED GLASS ,_ 0 /'^, 31 - 1/8" HEAT STRENGTHENED GLASS -- 3/8" AIR SPACE .65" NOM. GLASS BITE 32 33 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS eamey F.IL Ftn. ear FIG gond FY 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT �-►- STRENGTHENED GLASS .65" NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1 /8" ANNEALED GLASS 13/16" 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .85" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL Oterlds 3/23517 Dab 7/10/13 Radegeas C FK Dam"BY F.K Dee 03/25V3 nevemx D REDRAW GLAZING DETAILS 8 ADD 73'751G . NO CWANGE THIS SHEET ADO 13/16"LAMI LG. W /7 /1621Mt 8 CORRECT LAMI DETAIL OrDr 1070 TECHNOLOGY DRIVE NOKOMS, FL 24275 P.O. BOX 1320 NOKOMIS, FL 34274 LHstb4, Bet GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT C4.745 NTS 2 " 13 4-1'S 7045 -8 Luce6 A Turner, P.E. PE 558201 MectlaMCel CENTERLINE 1 1/2" ANCHOR LOCATION TYP. 1 1/2" MID-SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) ...41 4" MAX. ANCHOR LOCATION TYP. 4° MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134' MAX. WIDTH 30" MAX. 53" MAX. DAYLIGHT DAYLIGHT OPENING OPENING DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 13' MAX. O.C. 4° MAX. 69" MAX. DAYLIGHT OPENING 6, 76" MAX. HEIGHT 4" MAXI 30" MAX. DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL TYP. (2) ae.e4 Sr F.K. 13" MAX. O.C. 4° MAX. I 4" MAX. 37" MAX. VENT TYP. 14 1/2" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 69" MAX. DAYLIGHT OPENING 76° MAX. HEIGHT 13" MAX. O.C. 1 - -� - -� I-• 1 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 60° MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) Osta 8 CHANGE SHEET NO. ea ve* FX 7/10109 ne>Nlwr ADD HAVOC L0CA71d4 DETNI.3 aroeer FN. 0"m Br F.K. 3/23/08 12/17/12 Merkel CHANGE MAX HT. TO 78* AM) MAX DLO T069" Dole 1070 TEOHNOLOGYDRIVE N06064IS, FL 34270 P0. BOX 1220 NOK0 1S FL 34274 eci XX" & XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS s t 3 " 13 7045-8 I+/ I,ivs Lucas A. Turner, PE. PE t'88201 Mechanical X \ 1 SEE MEETING RAll,,DETAIL '.(2) 69" MAX. DAYLIGHT OPENING 6, 76" MAX. HEIGHT 4" MAXI 30" MAX. DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL TYP. (2) ae.e4 Sr F.K. 13" MAX. O.C. 4° MAX. I 4" MAX. 37" MAX. VENT TYP. 14 1/2" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 69" MAX. DAYLIGHT OPENING 76° MAX. HEIGHT 13" MAX. O.C. 1 - -� - -� I-• 1 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 60° MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) Osta 8 CHANGE SHEET NO. ea ve* FX 7/10109 ne>Nlwr ADD HAVOC L0CA71d4 DETNI.3 aroeer FN. 0"m Br F.K. 3/23/08 12/17/12 Merkel CHANGE MAX HT. TO 78* AM) MAX DLO T069" Dole 1070 TEOHNOLOGYDRIVE N06064IS, FL 34270 P0. BOX 1220 NOK0 1S FL 34274 eci XX" & XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS s t 3 " 13 7045-8 I+/ I,ivs Lucas A. Turner, PE. PE t'88201 Mechanical DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL .\ SHT. 3 TYP. (2) —37" MAX. WIDTH 30" MAX. DAYLIGHT 0- NING HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 112" MAX. O.C. VENT HEAD & SILL ONLY 1' 1 69" II DAYL OPEP X' .\ A IAX. GHT ING SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4" MAX 4" MAX. ELEVATION "D " - °X" (SEE SHEET 5 FOR PRESSURES) 30" MAX 53" MAX. DAYLIGHT DAYLIGHT OPENING OPENING 97" MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 4" MAX. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING A 69" MAX. DAYLIGHT OPENING 4" MAX. J �- - -13" MAX. O.0 MAX. O.C. ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION A 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) 37" MAX. VENT 60" MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) 76" MAX. HEIGHT pR0DIJii RENEWED eamw1TlnJ77>o Mai R91dlm Cv9s F. 3,3103 gam Fx 8923!05 aeuma7 FK Avant*.. mm. FK 12/17102 8 CHANGE SHEET NO. REFERENCES C ADO H(N3EDETAIL 9 HOVGELOCATION NOTES 9w 7710!03 D CHANGE MAX HT. TO 78' AND MAX. D2.0 T090 (Assader gam: FJC 1070 TECHNOLOGY DRIVE 8010Q1WIS, 91. 34275 P.O. SOX 1529 3571(01a15, FL 37274 X" O°, "XO" & OX"ELEVA77ONS .�� ALUMINUM CASEMENT WINDOW, IMPACT VIA881811,4ktre, C•740 NTS I 4 13 7045.8 D (/2, Vac- Lucas A Tamer, P.E. PE 959201 Meam9kal / 1 J �- - -13" MAX. O.0 MAX. O.C. ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION A 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) 37" MAX. VENT 60" MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) 76" MAX. HEIGHT pR0DIJii RENEWED eamw1TlnJ77>o Mai R91dlm Cv9s F. 3,3103 gam Fx 8923!05 aeuma7 FK Avant*.. mm. FK 12/17102 8 CHANGE SHEET NO. REFERENCES C ADO H(N3EDETAIL 9 HOVGELOCATION NOTES 9w 7710!03 D CHANGE MAX HT. TO 78' AND MAX. D2.0 T090 (Assader gam: FJC 1070 TECHNOLOGY DRIVE 8010Q1WIS, 91. 34275 P.O. SOX 1529 3571(01a15, FL 37274 X" O°, "XO" & OX"ELEVA77ONS .�� ALUMINUM CASEMENT WINDOW, IMPACT VIA881811,4ktre, C•740 NTS I 4 13 7045.8 D (/2, Vac- Lucas A Tamer, P.E. PE 959201 Meam9kal COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) B. 5/16" LAMI (1 /8 1HS,.090,1 /8 "HS) E. 13/18" LAMI (1/8"HS,3/8" SPACE,5116" LAMI -W/ 1/8 "HS,.090,1/8 "HS) "X" WIDTH HEIGHT 26 31 36 38 318 43 48 50 5/8 54 57 60 63 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 19118 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 1/2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72A 70.0 -69.9 69.9 -67.8 67.8 - 86.2 68.2 -65.0 65.0 - 63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 - 77.6 70.0 - 68.4 68A -63.9 63.9 - 60.0 60.0 - 58.5 58.5 -56.2 56.2 -53.4 53.4 -51.3 51.3 - 49.6 49.8 -48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 A -90.0 70.0 -90.0 70.0 -88.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 - 56.1 56.1 - 53.8 53.8 - 50.4 50.4 -47.7 47.7 45.6 45.8 -43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 36 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48.6 -45.2 45.2 -42.4 42.4 B,E A -75.0 - 75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -70.4 70.0 70.0 -75.0 - 60.4 70.0 60.4 -75.0 - 54.3 70.0 54.3 -75.0 -51.1 70.0 51.1 -75.0 -47.9 70.0 47.9 -75.0 - 44.8 70.0 44.8 -75.0 -42.2 70.0 42.2 -75.0 -39.7 70.0 39.7 +•awlcslltresno *4 - iY3rar B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 - 46.4 48.4 - 43.5 43.5 -41.1 41.1 38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1 -90.01 70.0 PRODUCT MEWED as p 0 with** MAU Wage Cele TABLE 2A. "X" WINDOWS TEST REPORTS: FTL-4 '7, FTL -4808 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16' HS) F.13/16" LAMI (1/8"A,AIR SPACE, 7/16" LAMI -W/ 3116 "A,.090,3 /16"HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 Air. Na 1£ • NOTES: hi X 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114° TAPCONS OR 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. - 0- r1,, -- Loxes A Tumor. P.E. PE 858201 saecnaeag F.K 3/03 8 ADD MASS TYPEE TO TABLES 1114 107o TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1518 NOKOMIS. FL 34274 PRESSURES- X CONFIG. WINDOWS 9.08y FM.. Data 7/10/03 A C NO CHANGE THIS SHEET ' ALUMINUM CASEMENT WINDOW, IMPACT Roma', F.K kotec 6/33/05 9ention. D REVISE ANCHORS & AOD 78' f¢IOHT OPTION omwsr F.K. Derv: 11717/02 c�aoeey mx 1 Visibly Better smMmo, C4-740 saw NTS "x 5 " 13 owroro 7045 -8 AR D COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 "XX" WIDTH GLAZING OPTION: A. 5116" LAMI (1/8"A,.090,1/8"HS) HEIGHT 28 31 36 38 3/8 43 48 505/8 54 57 80 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -89.5 69.5 -67.5 67.5 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 -60.8 80.8 -58.0 58.0 60 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -88.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 X X -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 74 A -75.0 70.0 _ -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 _ -48.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 42.4 39.7 38.6 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1 /8"HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5/16" LAMI -W/ 1/8"HS,.090,1/8"HS) ALL "XX" SIZES UP TO 74° WIDE x 63" HIGH -75.0 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16"HS) ALL "XX" SIZES UP TO 74° WIDE x 63" HIGH 1 -90.0, 70.0 TABLE 5A. "XX" WINDOWS GLAZING OPTIONS: C. 7/18" LAMI (3116 "A,.090,3 /16"HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7/16" rs ��� Wr Matta ZZIN1 t -11.; '. '1yIC ;XTiS. /I �. PRODUCT Rf TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 Aecep!¢te Edo 6 %- LAMI -W/ 3116 "A .090,3/18"HS) Meta r.VZ/;, s SIZES UP TO 74" WIDE x 76" HIGH -55.01 55.0 By <. ALL "XX" S NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. U , Cis Raw > 6/23!0$ 0mm r+r 2/17102 F.K. F.K. 0 D cnw.4e REVISE ANCHORS 0 ADD TABLES 7r HEIGHT OPTION 0& 070 TEC BIOLOGYDANE NOICOM13. 70 34270 P.O. BOX Inft NOKOMIS. FL 34274 PRESSURES - XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Us* 0007 C00.707. S CA- 740.740 NTS 6 - 13 7045-8 Lucas A. Turner, P.B. PE 058201 Meefm,m7el COMPARATIVE ANALYSIS TABLE 6. "0" 8'1/4- 112 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729. FTL4601, FTL -4608 WIDTHS "XOX- GLAZING OPTIONS: A. 5116 LAM! (1/8"A „090,1/8"HS) B. 5/16° LAMI (1/8'HS,.090,118"HS) C. 7/16 LAMI (3/18`A,.090,3/18`HS) E 13116 LAMI (1/8'HS,3/8" SPACE6/18" LAM! -W/ 1 /81HS .0901/8"H8) F.13/16' LAMI (1/8'AAIR SPACE,7116" LAMI -W/ 3/16A,.090,3118"HS) HEIGHT 26 31 38 38 3/8 43 48 - 50 5/8 54 57 60 72 76 NEC POS NEG POS NEG POS 36 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 NEC POS NEG POS NEG POS -70.4 70.0 -60.4 60.4 - 54.3 54.3 NEC POS NEC POS NEC POS NEC POS NEG POS -51.1 51.1 -47,9 47.9 -44.8 44.8 42.2 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -76.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90,0 70.0 -90.0 -90.0 70.0 -5601 55.0 37 74 A 70.0 -75.0 70.0 -73.7 70.0 - 67.9 67.9 - 59.0 59.0 - 52.8 52.8 .49.9 49.9 -48.4 48,4 -43.5 43.5 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70,0 -90,0 70.0 -90.0 -90.0 70.0 39112 79 A -75.0 70.0 -75.0 70.0 -67.8 67.8 - 62.1 62.1 - 55.7 55.7 -49.8 49.8 -46.9 48.9 -43.8 43.6 -41.1 41.1 386 -36.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70,0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 C,F -90.0 70.0 -90.0 42 84 A -75.0 70.0 -75.0 70.0 -90.0 70.0 70.0 -82.4' -90.0 70.0 -90.0 70.0 -90.0 70.0 82.4 -58.4 58.4 - 83.3 63,3 - 56.4 56.4 -90.0 -53.4 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 70.0 -55.0155.0 53.4 -50.0 50.0 -46.9 46.9 -44.3 44,3 -41.9 41.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -752 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 45 90 A -75.0 70.0 -70.3 70.0 -58.0 58.0 -90.0 70.0 -90.0 70.0 - 54.8 54.6 - 59.3 69.3 -80.0 70.0 -90.0 70.0 -90.0 70.0 -84.5 70.0 70.0 -75.8 70.0 -55.0165.0 -55.01 55.0 - 53.6 53,6 -50.9 50,9 -47.5 47.5 -14.7 -42.1 39.7 B,E -76.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90,0 70.0 -80.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -88.2 70.0 -81.8 70.0 -78,9 70.0 -72.4 70.0 -692 -55.01 55.0 48 96 A -75.0 70.0 -85.0 65.0 -54.3 54.3 -51.1 51.1 -55.1 55.1 -51.4 51.4 -48.6 48.8 -45.3 45.3 -42.5 42.5 40.4 -38.4 38.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 5012 101 A -75.0 70.0 -80.8 60.8 -51.3 51.3 -75.0 70.0 - 75.0 70.0 -90.0, 70.0' -90.0 70.0 -48.3 48.3 -52.7 52.7 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 - 86.0 70.0 -80.9 70.0 -75.0 70.0 -70.7 70.0 673 -5321 532 -48.7 48.7 -46.9 46.9 -43.5 43.6 -41,3 41.3 -392 392 37.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 -74.3 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 531/8 A -75.0 70.0 -58.7 58.7 -48.7 70.0 -90.0, 70.0 -90.6 70.0 48.7 - 45.4 45.4 - 50.0 50.0 -81.2 70.0 -46.1 46.1 -75.7 -442' 70.0 -70.3 70.0 -66.8 -63.5 63.5 -55.01 55.0 442 -422 42.2 40.1 40.1 -38.0 38.0 -36.2 106 3/8 8,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -72.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.8 70.0 54 108 A -75.0 70.0 - 582 582 -47.9 47.9 44.6 44.5 -49.1 49.1 -76.4 70.0 - 45.3 45.3 -71.1 70.0 -86.8 68.5 -43.4 43.4 -41.9 41.9 -83.0 -39.8 63.0 -57.3 57.3 -37.6 37.6 -35.9 35.9 B,E -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -71.8 70.0 -48.21 482 C,F -90.0 70.0 5512 111 A -75.0 70.0 -90.0, 70.0 -90.0 - 57.1 57.1 -46.4 70.0 -90.0 70.0 -86.9 70.0 -75.0 70.0 -70.1 70.0 -65.4 85.4 46.4 -43,3 43.3 47.5 47.5 -43.9 43.8 -42.2 422 -40.8 40.8 -61.8 -39.1 -59.1 59.1 56.4 39.1 -372 37.2 35.4 8,E -76.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 -70.8 70.0 -4521 452 C,F A -90.0 70.0 70.0 -90.0 70.0 -90,0 -58.2 70.0 -90.0 70.0 - 84.3 70.0 - 72.5 70,0 -88.4 68.4 -83.6 63.8 -60.1 -57.6 54.8 57 114 -75.0 562 -44.8 44.8 -42.1 42.1 - 482 482 - 42.5 42.5 -412 412 -39.8 39.8 -38.5 34.8 B,E -75.0 70.0 - 76.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 70.0 C,F A -90.0 -742 70.0 70.0 -90.0 70.0 -90.0 -55.0 58.0 -43.4 70.0 - 90.0 70.0 -81.8 70.0 43.4 -40.9 40.9 -44.8 44.8 -70.7 70.0 -86,7 88.7 -81.8 61.8 -58.7 68.7 55.9 -532 4521 452 5812 80 117 120 -41.3 41.3 -40.2 402 -38.7 38.7 -37.6 37.8 -38.1 36.1 -342 34.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70,0 - 75.0 70.0 -76.0 70.0 -75.0 70.0 70.0 -722 70.0 -88.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -79.4 70.0 -69.0 69.0 A -72.9 70.0 - 53.4 53.4 -42.2 B,E -75.0 70.0 -75.0 70.0 -75.0 422 -39.7 39.7 -43.5 43,5 40.4 40.4 70.0 -75.0 70.0 - 75.0 70.0 -7 6.0 70.0 70.0. -90.0 70.0 _ -77.1 70.0 87.3 87.3 -64.9 64.9 -80.4 60.4 -54.5 54.5 -51.6 51.6 -47.8147.8 -4361 43.6 -392 39.2 -37,8 37.8 -35.5 33.7 -76.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 41.7141.7 C,F - 90.0 70.0 -90.0 70.0 -90.0 _ -63.3 83.3 -59.1 59.1 -55.9 -53.0 53.0 -60.0 50.0 TABLE 7. TEST REPORT: FTL-3580 GLAZING OPTION: D. 7/16' LAMI (3111WHS..090,3/1THS) TABLE 7A. TEST REPORTS: FTL-4607, FTL-4608 ALL "0" SIZES UP TO 6T WIDE x 76 HIGH AND ALL 1/4-1/2-1M xor SIZES UP TO 126 WIDE x HIGH 1 -55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 11/r TAPCONS OR 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 1 2 0 0 Stages Cada amen FJC 3/15!09 Rana: 8 ADD MASS TYPE E 70 TALE 8 Rumen F.K. Oar. 7,10/03 C NO CHANGE MSS SHEET Ramer balk Mera no: F.K 0/23/08 0 CHANGE ANCHORS AND ADO 70' HT OPTION camel tum: 1%,m* / Gam: RK 12117/02 1070 TECHNOLOOYDRIVE NOKOWS, FL 34275 P.O. 80X 1526 NOKOMIS, FL 34274 ALUMINUM CASEMENT WINDOW, IMPACT Vise* Better scor NTS 7 13 7045-8 Lucas A. TU1718t, PE 058201 Mechanical COMPARATIVE ANALYSIS TABLE 8. °XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8"A,.090,1/81HS) "XO" WIDTH "XOX" WIDTH HEIGHT 26 31 36 38 3/8 43 r 48 50 5/8 54 57 60 83 NEG POS NEG POS NEG POS NEG POS NEG POS NEC POS NEG POS NEC POS NEG POS NEG POS NEC POS 37 551/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 79 2/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 - 69.5 69.5 -87.5 87.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 - 64.9 64.9 -62.7 62.7 -60.4 60.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70,0 - 88.4 68.4 - 63.9 83.9 -80.0 80.0 - 58.5 56.5 - 58.2 56.2 - 53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 - 56.1 56.1 - 53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 88.4 664 - 58.2 582 - 55.8 55.6 -52.6 52.8 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 108 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 - 55.1 55.1 -51.9 51.9 - 48.9 48.9 - 45.8 45.8 -42.8 42.8 -40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 '70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74 , 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 - 59.0 59.0 _52.8 52.8 -49.9 49.9 -48.4 46.4 - 43.5 43.5 -41.1 41.1 , - 38.6 38.6 TABLE 9. "XO°or "OX" & "1/3-1/3-1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1/8 "HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5/16" LAMI -W/ 1/8 "HS,.090,1/8"HS) ALL "XO" OR °OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL 9/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-75.01 70.0 TABLE 10. "XO" or "OX" & "1/3.1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3M8°A,.090,3/16"HS) ALL 9X0' OR "OX" SIZES UP TO 74" WIDE x 83" HIGH AND ALL "1/3-1/3-1/3 XOX" SIZES UP TO 111" WIDE x 83" HIGH 1 -90.01 70.0 1 3 X 1 3 O 1 3 X X 0 0 X TABLEIOA. "XO" or *Or & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4807, FTL -4608 GLAZING OPTIONS: C. 7/18" LAMI (3/16"A,.090,3/18"HS) F.13/16" LAMI (1/8"A, AIR SPACE, 7/16" LAMI -WI 3/16"A,.090,3/16"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76` HIGH AND ALL 1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 78° HIGH 1-55.01 55.0 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4' TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. FX. rm,ue,: FX F.K. team 8, R 7/1%04 garelara ADD GLASS TWE E TO TABLE 9 NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 76' HEIGHT OPTION ti17/02 CroewOa, 1071 IECI4NOLOGYDANVE NOKOMIS, FL 34275 7.0, Kw 1529 NO1(0M15 a 34274 E cZ YvtBly Bette PRESSURES- XO, OX & 1/3- 1/3 -1/3 XOX WINDOWS TRW CASEMENT WINDOW, IMPACT smmueast s x nm: aa.ueAn CA-740 I NTS 8 > 13 7045-8 7 (/r1� f fps' Lucas A. Turner, P. PE 058201 Mechanical COMPARATIVE ANALYSIS TABLE 11. °X0" or "OX° 4 "XOX° UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL-3729, FTL-4607, FTL-4808 GLAZING OPTIONS: A. 5/16" LAM1(118 "A.090,1/8°HS) 8. 5/16" LAMI (1/8"HS,.090,118"HS) E.13/15° LAMI (1/81HS,3/8" SPACE, 5 /18" LAMI-WI 1/5°HS,.090,1/8"HS) WIDTHS "XOX" VENT FIXED HEIGHT 26 36 38 3/8 43 48 50 5/8 54 60 63 67 72 76 NEG POS 69.264 19.125 31.014 A -75.0 70.0 NEG -75.0 POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 70.0 -75.0 70.0 -74.1 70.0 -84.9 84.9 -60.6 80.8 -58.1 58.1 -53.3 53.3 -50.5 50.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -554 55.0 86.919 24 38.919 A -75.0 70.0 -89.1 69.1 -83.4 83.4 -58.5 58.5 -50.4 50.4 -47.5 47.5 -44.1 44.1 -41.6 41.6 -39.2 -38.9 8,8 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -73.8 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 95.973 27 A -75.0 70.0 -60.5 80.6 -57.2 57.2 -90.0 -82.1 70.0 62.1 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -85.2 70.0 -55.01 55.0 -552 55.2 -52.6 52.6 -49.1 48.2 -43.8 43.6 -41.1 41.1 42.973 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 70.0 -77.2 70.0 -73.1 70.0 45.01 65.0 108.649 30 48.849 A -75.0 70.0 -53.5 53.5 -50.4 60.4 -54.5 54.5 -50.7 50.7 -48.2 482 44.9 -42.0 42.0 -40.1 40.1 -38.0 38.0 8,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 115.892 32 A -75.0 70.0 49.9 49.9 -48.8 46.8 -51.3 51.3 -47.4 47.4 -45.5 70.0 45.5 -73.8 -89.7 69.7 -88.3 88.3 63.1 -52.21 622 -42.7 42.7 40.7 -38.8 38.8 81.892 8,E -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -78.0 70.0 -75.0 70.0 70.0 -75.0 70.0 70.0 0,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.8 70.0 122 33.887 54.627 A -75.0 70.0 -47.3 47.3 -44.0 44.0 -46.4 48.4 -44.7 44.7 -732, -42.8 70.0 88.3 64.8 -61.4 81.4 -58.8 58.8 -55.01 55.0 -50.91 50.9 42.8 41.4 37.5 -35.7 0,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 C,F A -90.0 -75.0 70.0 -90.0 70.0 46.8 -90.0 70.0 -85.8 70.0 -74.0 70.0 -68.4 69.4 64.7 -61.0 61.0 -58.4 58.4 -55.7 47.7147.7 123.136 34 55.135 70.0 -46.8 -43.8 43.6 -47.8 47.8 -44.3 44.3 -42.4 42.4 -41.1 41.1 39.3 -37.3 37.3 35.5 8,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 -74.8 70.0 -71.0 70.0 C,F A -80.0 -76.0 70.0 70,0 -90.0 -45.5 70.0 45.5 -90.0 42.6 70.0 -85.0 70.0 -73.1 70.0 -88.6 68.8 -64.1 -57.9 -55.2 55.2 44.01 44.0 128.000 34.791 58.418 42.6 -48.7 46.7 -43.1 43.1 -41.8 41.8 402 -38.7 38.7 38.9 -35.0 35.0 B,E -76.0 '70.0 -78.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 C,F A -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 67.3 67.3 -82.5 62.5 -592 59.2 -58.5 58.5 53.8 -50.11 50.1 45.81 45.8 43.01 43.0 130 35.898 58.209 -74.4 -43.6 43.8 -41.2 41.2 -45.1 46.1 -41.5 41.5 -40.4 40.4 38.9 -37.7 37.7 -34.3 13,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 88.6 C,F A -80.0 -74.3 70.0 70.0 -90.0 -43.5 70.0 -90.0 70.0 -79.9 70.0 -89.3 89.3 -85.3 68.3 60.6 -57.6 -54.7 54.7 -51.9 51.9 130.378 36 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 -40.3 40.3 -38.8 38.8 -37.8 37.8 -34.3 34.3 58.378 9,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 -72.3 -68.5 0,F A -90.0 -72.9 70.0 70.0 -90.0 70.0 -80.0 70.0 -79.8 70.0 -88.1 69.1 -85.1 85.1 -60.5 -57.4 -54.8 54.8 -51.7 51.7 -454 45.0 134 37 80 422 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -392 39.2 -37.7 37.7 -38.7 38.7 33.7 8,E -75.0 70.0 -75.0 70.0 -75.0 700 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -67A C,F -90.0 70.0 -80.0 70.0 -90.0 70.0 -77.1 70.0 -87.3 67.3 -63.3 63.3 -59.1 -55.9 55.9 -53.0 -50.0 50.0 42.81 42.8 40.51 40.5 X0° & "OW WINDOW VVIDTHS EQUAL THE SUM OF THE VENT VVIDTH AND THE FIXED VVIDTH. TABLE 12. *X0" or "or & "X0X" UNEQUAL UTE WINDOWS TEST REPORT: FTL-3560 ALL "X0X° SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT VVIDTH AND 60" MAX. FIXED WIDTH AND ALL `XO" or "OX° 5255 UP TO or VVIDE x 63" HIGH WITH sr MAX. VENT WIDTH AND 80° MAX. FIXED WIDTH 70.0 TABLE 12A. "X0- or -0X" & °X0X° uNenuAL UTE WINDOWS TEST REPORTS: FTL-3580, FTL-4807, FTL-4808 ALL "(0X" SVES UP TO 134° WIDE x 78" HIGH WITH 3r MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH AND ALL *X0* or 'OX" SIZES UP TO sr WIDE x 76" HIGH WITH 37' MAX. VENT WIDTH AND 60° MAX. FIXED WIDTH 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR A 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING VVITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. wedet Revad AK F.K F.K brx &78/09 0 UNEQUAL UTES UNEQUAL LITES 0 UNEQUAL UTES ibe MOM ;;41,;; 8 A00 GLASS TYPE TO TABLE 1f �km 711003 Reamer C NO CHANGE TDOS SHEET Rend* safe; Fermwr 8/29/09 D ✓1m*er Mum 1bro4eder 07e. 1317/02 f.K F.K CHANGE ANCHORS AND ADD 7S' HEIGHT OPTION 1070 TECNNOLOGY OWE NOKOMIS, FL 34275 P.0 SOX 1529 ALUMINUM CASEMENT WINDOW, IMPACT Visib Better NTS tlesst ram Leon A. Tamer, RE. PE 458201 Mechanical MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) REFERENCE "XO" & "XOX° FRAME Q REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 110 Q ASSEMBLY DETAIL, SHEET 11® MAX. FIXED LITE DAYLIGHT OPENING 8v (SEE SHT. 3). MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX fREFERENCE "XX' FRAME ASSEMBLY DETAIL, SHEET 11 .wttw Fl 0114 MAX. VENT II bye DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE HT. 3) HORIZONTAL SECTION - XX MRODUCT REVIOED come MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X PRODUCT RENEWED m amply* with tko Elands DWADDCatle 13 A.51 o Vii_' VERTICAL SECTION VERTICAL SECTION FIXED UNIT OPERABLE UNIT Dabs 0.73/05 17/02 C 0 ctad¢da7 SHOW TOP HINGE CHO SHT. NO. REF. AND A00 NNEM89 1070 TECHNOLOGY ERNE NORMA FL 34278 P.O.00X 1529 NOKOMlS F134274 SECTIONS visimly Better Lucas A. Tumer, P.E. PE 158201 Medlmdkal FRAME ASSEMBLY 13" MAX. .C. SMS NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 13" MX. O.C. W/ (2) SCREWS TUBE, MAIL: 6063 -T6 i 3" APART AT MID -SPAN "X" FRAME JAMB "X" FRAME JAMB 41-inilili-7 p, r r "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB / "0" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL -0 1.376" .095 ".T CASEMENT BACKING PLATE MAIL: 6063 -T6 DWG# 7071 .434" 2.854" .062" NOM. 1.159" 2.139" ()SASH FRAME HEAD, SILL, JAMB MATT: 6063 -T6 DWG# 7003A 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7005A .062" NOM. L2.784" 2.919" FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7002A PRODUCTREN ✓m tox!dTtn3w!13 GA FFaek37 9411! "" -T4 " mom•. /S?�: 1 Rang t8t: F.K. 3219103 BY F.K. 1404"47 F. 7110/03 Rawson NO CHANGE THIS SHEET NO CHANGE THIS SHEET ITEM 88 ADO bawl g, wr. dmumds7 tat. 12117/02 F.K. 7070 TECHNOLOGY DRIVE NOKOMIS, FL 34279 P.O. BOX 7528 NOKOMIS R. 34274 Visibly Better EXTRUSIONS & ASSEMBLY DETAILS 74e ALUMINUM CASEMENT WINDOW, IMPACT NTS I 11 " 13 7045.8 CA.740 D itL Lucas A. i'mrcr. P.E. PE 088201 Mechanical PARTS LIST ITEM DWG # PGT. # DESCRIPTION 1 7002A MAIN FRAME - HEAD, SILL & IAMBS 2 1155 781PQA 98 X 1 QUAD PH SMS 3 7008 FRAME CORNER KEY 4 l/27U2"XI/8° CLOSED -CELL FOAM TAPE 5 7003A SASH -TOP, BOTTOM & SIDE RAILS 6 1155 781PQA 98 X 1 QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 SASH CORNER KEY 9 7024 MAXIM MULTI- POINT LOCK 10 7026 LOCK SUPPORT PLATE 11 910-24 X.562 PH. PN. TYPE F 12 7014 MULTI -LOCK KEEPER (8.10. & 13 1157 78X78PPSMS 14 7013 98 X.875 PH. PN. SMS TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 17 7028 7027 MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 (BACKING PLATE 20 98-32 X .375 PIL PN. TYPE B 21 7032 STUD BRACKET (LE. & AIL) 22 7858ZA 68 X 5/e° FLT. PHD. SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -ON HANDLE 25 7023 12' HINGE (HEAVY DUTY) 26 710x12FP 910 X.500 PH. NL 30 5/16' LAMINATED (1/8A & 1/8113 GLASS) .090INTERLAYER- SOLUTIA OR DUPONT PVB 31 5/16" LAMINATED (1 /8011 & 1/8183 GLASS) .090 WTERLAYER - SOLUITA OR DUPONT PVB 32 1!16° LAMINATED (3/16A& 3 /I6HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 33 7/16° LAMINATED (3116115 & 3/16118 GLASS) .090INTBRIAYER - SOLUTLA OR DUPONT PVB 40 7036 GLAZING BEAD (5/161 41 7042 GLAZING BEAD (7/16 °) 43 1224 6TP247 VINYL BULB WSTP (THEM) 44 45 SILICONE -LOW CORNING 299, 99S OR EQUIV. PARABOND 46 1634 6I63K SETTING BLOCK 30 7006 SCREEN FRAME 51 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREJIN CUP 55 78x12PSTW/13 98 X .500 SQ. PN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASST. TUBE 68 112X1PPT 912XI°P4. PHIL TEK. 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP -ON T- HANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A 88 X .750 QUAD PN SMS 80 7005A PDCED W ENDOW FRAME - HEAD, SILL & IAMBS 81 1135 781PQA 68 X I QUAD PN SMS 82 7010 IDLED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13116" LG.) 13/16' LG. GLASS (1/8°HS, AIR SPACE, 5 /161AMI) 5/16" LAML= (2) LDES OF 1/8"011 GLASS WITH AN.090 INTERLAYFR - SOLUTTA OR DUPONT PVB 87 13/16" LG. GLASS (1/8"01$ AIR SPACE, 7116 °I.AMI) 7/16° LAM1= 3/16A & 3/1611S GLASS WTTH AI1.090INTERLAYFR - SOLULIA OR DUPONT PVB 88 13/16° LG. GLASS 1 /8111, AIR SPACE, 7116 °LAMI) 7/16° LAMI = 3/16108 & 3/16010 GLASS WITH A14.090INTERLAYER - SOLUTIAOR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706° .050" 0 5116" GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .523" —� .050" .865" 07/16" GLAZING BEAD MAT'L: 6063-T6 DWG# 7042 .040" .423' OCASEMENT SCREEN FRAME MAIL: 6083-T6 DWG# 7006 983° r .040° .172" .870" .050" I-- .569" O13/16' GLAZING BEAD MAIL: 606346 DWG# 7047 .125° .082" 1.124 "h --- INSTALLATION HOLE COVER MAIL: 6063 46 DWG# 7007 2.701 .093" —' 87 CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063-T6 DWG# 7004A vabr 5 3?&03 a45 7 /1003 Mat iteetoomr 0 07 12/17/02 ADD 13116"I.13. GLASS & G2A21NG BEAD NO CHANGE THIS SHEET ADD EQUIV. TO ITEM 44, SILICONE ANA ADD ITEMS 87 88AND89 ae 1070 IEC71NOLOGYDRIVE 5000015, FL 34278 P.O.80X 1329 NOKOMI , FL 34274 c PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT VLrl61, Better 86170442.1. r .3 .°0 CA-740 NTS 12 0, 13 7045-8 (C /2I /G( Lucas A. 1Lmter, P.E. PE 068201 1.4eeh&»ica! 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM -1 r- £SEE NC'T, t 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK g 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM? 1-- &SEE NOTE 1 SEE NOTE 4 1/4" MAX. SHIM ®SEE NOTE 1 4 Lei SEE NOTE 4 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM r ® SEE NOTE 2 OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 11/2" (.• MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK ®1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM --may SEE NOTE 1 1 SEE NOTE 4 1 114" MIN. OPERABLE UNIT FRAME TO CONCRETE SEE NOTE 4 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISD CTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. #._Sr office ne.4tam: FJC 328/03 8 NO CHANGE THIS SHEET Rn a cl 4r Max F.K 7/10/03 C Ww1h. txtre. 1,E mmm F.K 023105 0 P .w By O4. CAOtlbd6r FJC 12/17/02 NO CHANGE THIS SHEET REVISE NOTES AND REMOVE 3/18' TAPCONS B MI4 SCREWS yam 070 TECIWOLOOYDRIVE NOKOMIS, FL 34275 P.O. SOX 1520 NOKOMS, FL 34274 Visibly Beerer ANCHORAGE DETAILS alealICriMittin b PRODUCT MEMO) ea eearislyteg sale die Mei& NG ALUMINUM CASEMENT WINDOW, IMPACT C4740 smaF >gnrt na.nom NTS 13 " 13 7045 -8 l T 1 ICU (7c Lucas A. Tuner, PP. PE *582-1 Mectoscat MIAMI-DE COUNTY BUILDING CODE COIVMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis,, Fl. 34275 MIAMI-DADE COUNTY, FLORIDA MET tO -DADE FLAMER BUILDING 140 WEST N.AGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidademov/buildinecolle 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 701" Aluminum Fixed Window — L.M.L APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8, dated 7/1 4/03, with last revision "C' dated 03/31/10, prepared by PGT Industries, signed and sealed by Anthony L. Miller, 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: 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 NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 08- 1112.10 and consists of tills page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. AP PROVED '! NOA No 10- 0504.05 Expiration Date: February 19, 2014 Approval Date: September 22, 2010 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8, dated 7/14/03, with last revision "C" dated 03/31/10, prepared by P01' Industries, signed and sealed by Anthony L. Miller, P.E. B. TESTS "Submitted under NOA # 081112.10" 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) Small 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 aluminum fixed 'windows of various shapes, preparedby Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03 and Test Report No. IrIL- 3850, dated 07/31/03, both Signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification calculations, complying with FBC -2007, dated 08/18/10, prepared, signed and sealed by Anthony L. Miller, P.B. "Submitted under NOA # 08-1112.10" 2. Anchor verification, comparative and structural analysis, dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 3. Glazing complies w/ ASTMS- 1300 - 02/04. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS "Submitted under NOA # 08-1112.10" 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNernours for "DuPont Butacite PVB ", expiring on 12/11/2010. F. STATEMENTS "Submitted wider NOA # 08-1112.10" 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports. 00/30/1° E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No 104504.05 Expiration Date: February 19, 2014 Approval Date: September 22, 2010 NOTES. SERIES 701 ALUMINUM FIXED WINDOW 1. DIRECTIONS FOR USE A. DETERMINE THE PRODUCTS MAXIMUM DESIGN PRESSURE FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS TYPE). B: DETERMINE THE TYPE AND OUANTTTY OF ANCHORS REQUIRED TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 6 FOR WOOD SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. C. USE SHEETS 3 THROUGH 6 TO INSTALL PRODUCT, REFERENCING NOTES FROM SHEETS 6 & 7. 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED ON tt.5tED PRESSURE ANO ASTM E1300 -02, 3- SECOND GUST. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASTM E130O -02, 3- SECOND GUST. 3. ANCHORAGE: THE 33 -1/396 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, CURRENT EDRION, LOAD DURATION, CD, OF 1.6 WAS USED IN WOOD SUBSTRATES ONLY. 4. 11111; h 't94, .1' - -a. . .. 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. C -90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE SHEET 7. 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850, NOA: 07- 0425.01 (ULTRACON), 03- 0225.05 (CRETE - FLEX), ANSI /AF&PA NOS -2005 FOR W000 CONSTRUCTION. ADM -2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EORtON INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPUED LOADS. W000 BUCKS, BY OTHERS, MUST SE SUFFICIENTLY ANCHORED TO RESIST LOADS iMPOSED ON THEM BY THE WINDOW. 9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. ADHESNE SEALANT SHALL SE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLADON SHALL BE DONE BY OTHERS, 92- /4° VISIBLE UGHT 98" FLANGE TO FLANGE 45 -t /4° VISIBLE UGHT 98 /4" FIN TO FIN 5` MAX. 0.C. 2° MAX. 48" 50 t /4" �°— FINTOFIN TYP FLANGED FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) rOQA DRAWING TABLE OF CONTENTS GENERAL NOTES 1 ELEVATIONS, FLANGED 1 ELEVATIONS, INTEGRAL FIN 1 GLAZING DETAILS 2 DESIGN PRESSURES, FLANGED2 DESIGN PRESSURES, FINNED2 INSTALLATION, INTEGRAL FIN 3 CORNER ASS'Y, INTEGRAL FIN3 INSTALLATION, FLANGED 4 CORNER ASS'Y, FLANGED 4 INSTALLATION, MISC.... 5 ANCHORAGE 8,7 EXTRUSION PROFILES, 8 PARTS LIST 8 (TESTED UNIT) OTHER SHAPES AS SHOWN BELOW OR SIMSAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. ti— Rare J.R. Rave EN- F1f. its Orm FJGW hal?l11A1ri C HalaIDis 8 t Morigr ACID iE ttenoN TO WCLUD ANCHORAGE a ASTM E 1300-02 AND REVISE 070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ELEVATIONS ANDNO7ES ALUMINUM PICTURE WINDOW, IMPACT $.iaA No. . ~Of [NPS 1 8 I 42594 A. Lynn Miler. P.E. P.E.+ 58705 Fin and Windows d Maximum Design Pressure ( +1 psi) 7/16 Lan* 3/16A- .OSOPVB- 3/1615 7/16 L 6663:3i16115.7/16AIR -S/16A - .09OPV6- 3%1915 A' or '8" Dimension (In) 24 30 36 42 48 54 80 87.875 ir 8 1G 36 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 80.0 ` 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80 80.0 80.0 80.0 80.0 80.0 71.1 71.1 84.0 87.875 80.0 80.0 80.0 80.0 80.0 71.1 84.0 821 72 80.0 80.0 80.0 80.0 79.3 71.1 84.0 78.8 80.0 80.0 80.0 80.0 78.0 70.0 84.0 84 80.0 80.0 80.0 74.3 88.3 83.8 85.3 80.0 80.0 80.0 73.5 87.4 82.6 06 80.0 80.0 77.2 84.7 58.2 109.7 80.0 80.0 72.3 58.3 120 80.0 80.0 70.4 128 80.0 80.0 70.0 145 80.0 80.0 Pin end Flanged Whitlows Maximum Design Pressure ('H" psQ 7/ 16La16: 3/1616-.090P61.3/1614S 7/36 WS Pat 3/ 199- 7/26NR-3/161.5 .A90P68.3/1166 A or "8" Dimension (in) 24 30 38 42 48 54 60 87.875 ... 4 B f~' 36 80.0 80.0 80.0 80.0 80.0 804 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80 80.0 80.0 80.0 80.0 80.0 71.1 71.1 84.0 87.875 80.0 80.0 80.0 80.0 80.0 71.1 64.0 82.1 72 80.0 80.0 30.0 80.0 80.0 71.1 84.0 78.8 80.0 80.0 80.0 800 80.0 71.1 84.0 84 80.0 80.0 80.0 80.0 80.0 71.1 85.3 80.0 80.0 80.0 80.0 80.0 71.1 80 80.0 800 80.0 80.0 50.0 109.7 80.0 80.0 80.0 80.0 120 80.0 80.0 80,0 128 ' 80.0 80.0 80.0 145 80.0 80.0 NOTES: 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145° NOR CAN THE WINDOW AREA EXCEED 32FT'. 2. FOR SIZES NOT SHOWN. ROUND LIE TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE. THIS SHEET). 7/18" LAMS GLASS NOMINAL 3/16" ANNEALED OR HEAT SIRENOTHENED GLASS .09a WNW BUFACnE OR SAFIEX KEEPS#E 6AXp91M 559 00EMAYER 3/35' F67O MASS 11/16" NON. MASS SITE 14 R 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 7/16' LAS GLASS NOMINAL 7/16' AIR SPACE 3/18' ANNEALED OR HEAT STRENONMEO CLASS 3/16' NEAT STRENGTHENED {SASS 14 1 -1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) 1/16' LAS MASS W 6593. 090" OUDON3 9U1ACTE 05 SAPLEK KEEPSAPE MANIA81 PY8 IN1ERIAYER 3 58' 3597 03155 11/16' NOM. GLASS ORE A" & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. "A" DIM. L h-->- "B" DIM. - -� "A' pIM.� 5. 9F SR. 5..6 B1s M6� e,[ D� e,0 f BAG Titan Datc 3/J1/10 C �TlON FORw4 ERN 1yy5' 70 9 GUIDE' a/4/07 Reach= 8 NO CHANGE P8S SHEET 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1229 NOKOMIS. 11 34274 GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT 9p 6 I� 1 2 r 8 �6arhp 42ssa p INSTALLATION DETAILS FOR FINNED FRAMES 2X WOOD BUCK OR FRAMING .131" (1/6 ") X 2 -1/2" NAIL, WITHIN 2" OF CORNERS AND 5" O.C. .375" MIN. 1 EDGE DISTANCE MAX. WINDOW HEIGHT VISIBLE UGHT OPENING rfTERIOR SEE ANCHOR GUIDELNES, SHEET 8 1 3/8" MIN. EMBEDMENT 2X WOOD BUCK OR FRAMING .131" (1/8 ") X 2 -1/2" NAIL, .375" MIN. WITHIN 2" OF EDGE DISTANCE CORNERS AND 5" 0.C. 1/4" MAX. SHIM 2X WOOD BUCK SHEET 6 OR FRAMING VERTICAL SECTION D -D 1/4" MAX. SHIM 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, SHEET 6 �+— 2X WOOD BUCK OR FRAMING ILII.ERIOR 90° CO NER ASSEMBLY NOTES 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISIW ON SHEET 5. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 8-® 8-0 21 MAX. VISIBLE UGHT OPENING MAX. WINDOW HEIGHT HORIZONTAL SECTION C -C MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT • SCREW BOSSES ANGLED CORNER ASSEMBLY 1 -3/8" MIN. EMBEDMENT karat 9r J.R. arm 9. 3/37/10 mtax awe as d",rs weimONFFORWJARC£R G 4TIbN TO INCLUDE Rental Or Dew a By Oats: 9tOoten FA 7/T4/03 070 TECHNOLOGY DRIVE N. VENICE. FL 34275 1..0. 00x 1529 NONOMIS, FL 34274 Pte IAL'3TALLATIO4 AWED FRAME ALUMINUM PICTURE WINDOW, IMPACT emml�tepaC & .some pmenp rm. Sao[ NM 9 ° 8 4259-4 INSTALLATION DETAILS FOR FLANGED FRAME$ SEE ANCHOR GUIDELINES, SHEET 7 SEE ANCHOR GUIDELINES, SHEET 7 MIN. CONCRETE KSI PER ANCHOR TYPE; SEE SHEET 7 OR 1.5 KS1 MIN. CMU • 1X W000 BUCK 1/4" MAX. SHIM MAX. f " iV °R0 WINDOW HEIGHT I •I i� 17 �+ 21 MAX t VISIBLE UGHT I_I1-- =MO OPENING SEE ANCHOR GUIDELINES, SHEET 6 SEE ANCHOR GUIDELINES, SHEET 6 1 /4" MAX. s.. 2X WOOD BUCK OR FRAMING VERTICAL SECTION B —B SEE ANCHOR GUIDELINES, SHEET 7 MIN. CONCRETE KSI PER ANCHOR TYPE,-4: SEE SHEET 7 • OR 1.5 KSI MIN. CMU 1X W000 BUCK 1/4" MAX. SHIM 1/4" MAX. SHIM — r SEE ANCHOR GUIDEUNES, SHEET 6 SEE ANCHOR GUIDELINES, SHEET 7 INTERIOR L----- Q Q MAX. WINDOW HEIGHT (>0 90° CORNER ASSEMBLY HORIZONTAL SECTION A —A MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS IX ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2 ". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 70 BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTNORITY HAVING JURISDICTION. Real as Dots G.rrora��py�p 3/31/lO C /NFOR, Rend es Do Roubles J.R. DY ERNIE T1ON m INCLFJOE 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES. SHEET 5 Revd e,: Itaidastss team FJ( ay 7%14TJ3 Chords! BrlDems 1070 TECHNOLOGY DRNE N. VENICE. FL 34275 P.O. B'OX 1529 N0K0MS, FL 34274 II ST LLATIO , FLANGED FRAME ALUMINUM PICTURE WINDOW, IMPACT Aeries/waft Scat shoo . Orman Ro _ PH.7O1 NTS j 9 8 I 4259.4 isottucnumsED ailascrepatitglannorms Ampmuomb / r i .Xs" Emomao1e ., - /Allay 'If OWEN o111u 11t +r /, 7. *11) A. Lynn MIlior, P.E. P.E.# 56705 MISC INSTALLATION DETAILS RN FRAME WITH FIN REMOVED 4111 �� rtiar: 1 3/8° EMBEDMENT SEE ANCHOR GUIDEUNES, SHEET 6 INTERIOR 1/4" MAX. SHIM 2X WOOD BUCK OR FRAMING EQUAL LEG FRAME (OTHER FRAMES SIM.) 2X WOOD SUBSTRATE #12 STEEL SELF—DRILLING SMS (G5) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) 1/8° NOM. MIN. 12 SIttL SE — DRILLING SMS (05) FIN FRAME WITH FIN REMOVED SEE ANCHOR GUIDEUNES. SHEET 7 'K' SEE ANCHOR GUIDELINES, SHEET 7 OEM DADE APPROVED MULLION (SEE SEPERATE NOA) ALUMINUM: 6063 -T6 MIN. .125" MIN. WALL THICKNESS USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) FIN FRAME WITH FIN REMOVED 1X WOOD BUCK 1/4" MAX. SHIM SEE ANCHOR ' GUIDELINES, ?. SHEET 7 4, I. MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU SEE ANCHOR GUIDELINES, SHEET 7 1EIOR 1/4" �_.MAX. SHIM 1 LMIN. CONCRETE K51 PER ANCHOR TYPE, SEE SHEET 7 OR 1.5 K51 MIN. CMU EQUAL LEG FRAME (OTHER FRAMES SIM.) 1X WOOD BUCKSTRIP —+{ r+— 1/4" MAX. SHIM 1-3 /B° MIN. - -.-I { EbIBEDMEM EXCLUDING POINT 1/8" NOM. MIN. 112 STEEL SELF—DRILLING SUS (05) USE SAME ANCHOR QUANTITY, SPACING & EDGE DISTANCE AS #12 STEEL SCREW (SHEET 6) =IBM METAL FRAMING A36 STEEL: Fy=36 KSI MIN. .125" MIN. WALL THICKNESS EQUAL LEG FRAME (OTHER FRAWS SIM.) DIRECTLY TO MASONRY 1/4° MAX. SHIM 2X WOOD EXTERIOR FULL — LENGTH, WOOD BACKED STEEL STUD ALL GAUGE THICKNESSES (ATTACHMENT BY OTHERS) BACKER 12 STEEL SELF—DRILLING SMS (05) USE SAME ANCHOR QUANTITY & SPACING AS 112 STEEL SCREW (SHEET 8) FLANGE FRAME FLANGE FRAME FLANGE FRAME (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) ALUMINUM MULL SUBSTRATE STRUCTURAL STEEL SUBSTRATE STEEL 5TUDIWOOD SUBSTRATE NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE UNITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS 15 LESS THAN 1 -1/2 ". IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 1 FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPUCABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. a.rm 8y, J.R. Rand Sr Reead Rr Droop F.K 71m4103 iit3431/10 Rinimam C HaWaar RO I,iET IN S R 1ON TO INCLUDE SEE ANCHOR GUIDELINES, SHEET 7 INTERIOR 1/4° MAX. SHIM SEE ANCHOR GUIDEUNES, SH MIN. CONCRETE 1(51 PER ANCHOR, SEE SHEET 7 OR 1.5 KS1 MIN. CMU • FLANGE FRAME PRECAST SLOPED SQL 1/4" MAX. SHIM i {Ii EXTERIOR STEEL STUD Fy =33 KSI MIN. 15 GA MIN. FLANGE FRAME (OTHER FRAMES SIM.) STEEL STUD SUBSTRATE Areklems awaked es•skilAn 07D TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, R. 34274 INSTALLATION, FINNED FRAME ALUMINUM PICTURE WINDOW, IMPACT amtmrymai: nro.w,p a m Pau7ot _778(1 w 8 ( 42594 PRODUCT/EVISED AempteneeNo , ?r�rxri 0,011111// %�` A :(• 4/"CLONN • 0A P.E PnEn 58705 Head, 810 and Jamb Anchor Quantities into Wood or Metal (Anchor Types 1-4) Anchor Description Anchor "A° or "Er Dimension (in) 109 4, 24 30 35 42 48 54 60 87.875 Anchor Location" 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 15 38 .lamb S. Pine 00Y 1.375" 4 3 4 ©0©UUi0004i10 4 5/16' Steel Ullman S. Pine 1.26° 1.3754 4 3 4 ULILJ 000 3 0 3 6 4 7 6 Head/StIl 200© 303 3 404 30400050506 6 6 6 6007 48 Jamb 400Q0'Q0Q0508000006080000000 505 8 5 Head/85 2 00000 3 3 000 3 00 5 4 0 5 000000 8 0 7 00 7 0 7 oo Jamb 5080050 6 8 0 8 0 8 8 QY 8 0 7 8 7 0 7 0 7 6 7 0 ©0 7 8 Head/8g 2 2 203 3©303 4 3 000 4 8 5 8106006007 900 6080 60707 8 707 67.876 Jamb 6001 70 ©00 8 7000©0007 Head/S81 2 2 2 8006000701008 003 3000400050050508 7 7 7008 7 7 90 8 7 809 8 70QUQ7 7 n Jamb ; 5 6 1 8 m 2 2 0 0 3 3 3 0 4 0 4 80800808 0 5 0 0 4 0 0 0 08008 5 0 0 0 6 60800 8 0 9 8 0 0 a00 Jamb 7 7 808 70007 Foad/381 2 2 2 0 3 3 3 3 4 8 00 5 00 4 5 5 en 8 6 7 0 7 000 84 Jamb 7000009 70008009008 1009 8 100 Head/3U1 2 000000000 4 000 5 0000 6 000 88.3 Jamb 7 7 0 7 8 7 9 00 8 9 8 8 0 9 8 8 01000 8 10 8 H50d/301 200003 304 3 40$0506 10 9 00 100 9 5050800 9 110 as Jcrnb 5 0 10000 1000 9 1 811108 2 0 0 2 0 0 3 0 4 0 4 [ J 5 4 0 0 5 0 6 6 6 109.7 Jamb 9 9 0 9 100 1200 10u 10 10 10 12 10 HeadiSUI 2 2 2 000 3 4 3 00 8 0 r Width and Height dimensions may be reversed to locate anlchor quantities the table. it so, the Head/SIN and Jamb rows m� also be reversed so that the forger dimension sets the most anchors. 120 Jamb 10 10 ® 10 11 10 W El 10 10 11 11 ®11 Head/SIO 2 2 0000 3 3 000 3 128 Jamb 11 11 �® 12 m �m �� 11 Heed/SH 2 2 © 2 3 00© 4 3 11�t3r 00 148 Jamb 12 11D3 15 El 13 12 LIE Head/S81 2 2 2 2 3 3 3 3 NOTES; 1. ANY ONE 510E OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32FP. 2. FOR SIZES NOT SHOWN, ROUND 1[E TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3, FOR ARCHITECTURAL WINDOWS. FtNO THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FT1 WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A' AND 'B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS 70 MATCH THE SUBSTRATE. T DIM. Anchor Anchor Description Substrate W. Edge Distanoe in. Embed - meat 012, Steei screw (05) S. RIO 9854' 1.375° 1 012, Steel screw (85) St1. Ste, Gr 33 0.3224' .048'/188a 012, Steel screw (05) Alum. 6063.16 0.324' 0.1217 812, Steel apex (05) A38 Steel 0.324' 0.125" #14, Steel Spew 035) S. Pine 0.984" 1.3754 2 #14, Steel screw (05) 30. Stud, Gr33 0.381' .04841189a 014, Steal tea/ (G8) , Abreti. 608376 0361' 0.125° 814. Steel screw (05) A36 Stool 0.381" 0.125' 3 1/4' Steel Macon S. Pine 1" 1.375" 134" 410 S3 CreteE1ex S. Fine 1" 1.375' 4 5/16' Steel Ullman S. Pine 1.26° 1.3754 "A" & '8" DIMENSIONS MAY BE ORIENTED VERTICALLY OR !HORIZONTALLY AS SHOWN. 1 -- °B" DIM. +--- -al "A" "8' DIM. VIKENCIIIEVISID r uwitidm Pb ! ! , Jell: ra717`; 1 J.R. 3 31/10 F.K. 4 4/07 nom ream th lm QM"Ym drebt. IE.K 1714013 r- .: .r1-! _. -r7r Rels[am ftwislow B NEW SWEEP 1070 TECHNOLOGY ORNE N. VENICE. FL 34275 P.O. 80X 1829 NOXOMIS. FL 34274 14NCHORAGE, WOOD SUBSTRATE ALUMINUM PICTURE W W IMPACT pawl 1 AITS1 6 d B 1m..r4 42694 Head, SIB and Jamb Anchor Quantitate Into Maaonty (Anchor Types 6-7) Anchor Type \ "A° or "B" Dimension (in) 24 30 38 42 48 64 60 67.875 Anchor Location* 5 0 7- 5 8 7 6 8 7 6 8 7 5 8 7 5 8 7 8 6 7 5 6 7 _ • " a in Jamb 4 3 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 Headt691 2 2 2 3 3 3 4 4 3 5 6 4: 5 5 4 8 8 5 6 8: 5 7 7 6 48 Jamb 1 5 4 4 5 5 4 8 5 4 8 5 5 6 5 6 6 6 5 6 5 5 8 5 5 Head/Sill 2 2 2 3 3 3 4 4 3 6 5 4 6 5 6 7 8 6 7 8 8 8 7 7 eo Jamb 8 6 6 8 8 6 6 6 5 7 6 8 7 8 6 7' 5 8 7 8 8 7 6 8 Head/Gil 2 2 2 3 3 3 4 4 3 6 5 4 6 6 5 7 0 6 7 8 8 8 7 7 7 87.876 Jamb 7 8 6 7 6 8 7 7 6 8 7 7 8 7 7 8 7 7 8 7 7 8 8 HeadfS81 2 2 2 3 3 3 4 4 3 8 6 4 8 5 5 7 8 8 7 8 8 8 8 7 Jamb 8 8 8 8 7 8 8 7 8 8 7 7 9 7 7 9 7 7. 9 5 7 Head/EMI 2 2 2 3 3 3 4 4 3 5 5 4 8 8 5 7 8 8. 7 6 8 76.8 Jamb 8 7 7 8 7 7 8 8 7 8 8 8 9 8 8 9 8 8 9 8 8 HeadlSil 2 2 2 3 3 3 4 4 3 8 5 4 8 8 5 7 8 8 7 8 8 84 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 Headt810 2 2 2 3 3 3 4 4 3 5 5 4 8 8 5 7 6 8 85.3 Jamb 9 7 7 9 8 79 8 7 9 8 8 10 8 8 10 r 8 8 Head/Sil 2. 2 2 3 3 31 4 4 3 5 5 4 8 6 6 7 8 8 Jamb 10 8 8 10 9 8 10 9 8 10 9 9 11 9 9 Head/GM 2 2 2 3 3 3 4 4 3 5 5 4 8 6 8 1� 7 Jamb 12 9 9 12 10 9 12 10 8 : 12 10 10 Head/Sil 2 2 2' 3 3 3 4 4 3. 6 6 4 * 120 Jamb 13 10 10 13 11 10 13 11 10 Width and Height dimensions may be reversed to locate anchor quantities es table. so, the Head/5111 and Jamb rows must also be reversed so that the longer dimension gets the most anchors. Head/SE 2 2 2 3 3 3 4 4 3 128 13 11 11 13 12 11 13 12 11 : Head/SW 2 2 2 3 3. 3 4 4 3 145 Jamb 15 12 12 15 13 12 Head/Sill 2 2 2 3 3 3 NOTES: 1. ANY ONE SIDE CANNOT BE MORE THAN 145" 840 HAVE AN AREA OF MORE THAN 321T'. 2. FOR SIZES NOT SHOWN, ROUND J,.!)? TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE. THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. Anchor Type Anchor Oescdpion Sub: Anita Min. Edge Distance Min. Embed- ment 5 114" Steel UAtrecon 1/4° Steel U ltrawn Hollow Block • 2.7k Concrete 1' 1' 1.25" 1.376' 8 1/4" 410 SS CrateFlo 1/4' 410 SS CieleFlex Hollow Block a35k Concrete 1' 1" t25" 1" 7 5/18" Steel Macon 6/18" Steal Macon Haw Block 3.6k Concrete 1593" 1.28" 1.28" 1" "A" Sr "B" DIMENSIONS MAY - BE ORIENTED VERTICAU.Y'OR HORIZONTALLY AS SHOWN. "B" DIM. ----j DIM. L "A' DIM. I "6" DIM. Rend B J.R. FK. 9y Data a4/O7 IC /14183 c 'a es 8 r4.ldon.: INFOR ON FORWLV7GEt"W M WON TO BJCLUDE NEW SHEET Checked ( Im ' 1070 TECHNOLOGY DRIVE N. VENICE. FI. 34275 P.O. PC 1929 NOKOM S. FL 34274 ANCHORAGE, MASONRY SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT Mrs ra, 8 111 IC `�t�lttulir / / /V, i *• Q lq(l_c 41- ,SSIONAl‘ 0. tynn Mitler. P.E. P.E4 58705 2.784" INTEGRAL FIN FRAME 1 MAT'L: 6063 —T5 DWG NO. 4256A .970" .050" - -- ►11+-- 711 6" LAMI GLASS BEAD 10 DWG NO. 4255 .975" .346 " —"-i .975" .080" -11•v- 1 -1116" LAMI LG. GLASS BEAD DWG NO. 4254 .974" 1 .047" INSTALL. FASTENER COVER 13 MAT'L: 6063 —T5 DWG NO. 4224 1.875" .082" .094" 500" .062" 2.784" FLAN E FRAME O 6063—T5 DWG NO. 4253 ITEM DWG 8 PART 8 DESCRIPTION 1 4258A 64258 integral fin frame head, sill & Jamb 2 4253 64253 Flanged frame head, sill & jamb 7 1155 781PQX fa x 1 Quad PH SMS stainless steel 8 Schnee- Morehead SM5504 acryl -r narrow joint sealant or 10 4255 64255 7/16 farm glass bead 11 4254 64254 1 -1116 head 1,0. glass bead 12 1224 61P247 Vinyl bulb weatherstrip (thick) 13 4224 installation fastener cower 14 Dow Conte 899 glazing sealant or equivalent 15 Dow Coming 995 silica structural sealant, black 17 7116" tams gleam 3/16" annealed - .090 DuPont Butacite or Sal ex KeepSafe Maximum PVB Intertayer - 3/16" heat strengthened 18 1-1/16" lamd t.G. glaze 3/18" heat stremgthened outboard - 7116" airspace - 3/18" annealed - .090 DuPont Butacite or Saltex KeepSafe Maximum PVB Interlayer - 3118" heat strengthened 20 4282 64262 Architectural corner key 21 7116" lama glass: 3/16" heat strengthened - .090 DuPont Butaclte or Saflex KeepSafe Maximum PVB Interiayer - 3/16" heat strengthened 1.1116" lams I.G. glass: 3/16" tit strengthened outboard - 7/16" airspace - 3/16" heat strengthened - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB player - 3/16" heat strengthened R."d 9/: J.R. Resod Nyt Rand Byr Oro Op 71463 bola 231/10 C RA DNEFOR ogergraS.lION TO INCLUDE e 070 TECHNOLOGY ORNE N. VENICE. a 34275 P.O. BOX 1829 NOKOMIS, H. 34274 EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT PW-701 1, 8 a 8 It4g*" 42584 POODUCTREVISED sionarbidgmithilidttaitiki auldiaiCisSe Amputee No Dlv6fos \��>>rnrrrrini if• A Lynn Wier, P.E. P.E4 55705 MIAMFDADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO). PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 [1 /01,, MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com 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 2 "x Heavy Wall Aluminum Tube Clipped Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6223, titled "2" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 5 of 5, dated 04/28/00, with revision "C" dated 05/03/06, prepared by PGT Industries, signed and sealed by Robert L.Ciark, 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 and Small Missile Impact 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 renews NOA # 04-0528.06 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 Jaime D. Gascon, P.E. 5I4 NOA No 06- 0125.08 Expiration Date: June 28, 2011 Approval Date: June 08, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6223, titled 2" Heavy Wall, Elevations Aluminum Tube Clipped Mullion, Sheets 1 through 5 of 5, dated 04/28/00, with revision "C" on 05/03/06, 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 Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed aluminum windows (00 configuration) 60" x 54" mulled together with a lx 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.06" 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 aluminum windows (O0configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.06" 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 discussed along with installation diagram of a pair of fixed aluminum windows with a transom lite (0 /00 configuration) mulled together with a ix 2 x 3A" wall vertical and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.06" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 01/23/06, signed and sealed by Robert L.Clark, P.E. E -1 Jaime ' n,1'.E. Chief, Product Control Division NOA No 06- 0125.08 Expiration Date: June 28, 2011 Approval Date: June 08, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 01/23 /06 and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0528.06, issued to PGT Industries for their 2" x Heavy Wall - Aluminum Tube Clipped Mullion, approved on 07/15/04 and expiring on 06/28/06. 2. Letter from consultant dated 04/21/06, stating that the product is in compliance with the Florida Building Code (FBC). E -1 Jaime D. i n, P.E. Chief, Product Control Division NOA No 06-0125.08 Expiration Date: June 28, 2011 Approval Date: June 08, 2006 ANCHORS DETAIL "B ", "C" OR 0" AT BOTH ENDS AND AT BOTTOM ANCHORS DETAIL A ANCHORS DETAIL A MULLIONS M1) M2) H W1 1 W2 W W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 MAX OPENING = W OR W1 +W2 MULL LENGTH = HI ANCHORS DETAIL B; "C" 01? "0" AT BOTH ENDS AND AT BOTTOMS --W 1 W2 , W3-- W W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M3) MAX OPENING = H 01? Hl +H2 MULL LENGTH = W 01? W 1 +W2 +W3 M4) MAX OPENING = WI +W2 OR W2+W3 MULL LENGTH = H1 NOTES; 1. THE 33 1/3Z STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICATIONS. 4. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. ANCHORS DETAIL "B", "C" OR 0" BOTH ENDS ANCHORS DETAIL "B ", "C" OR 0" BOTH ENDS MULLIONS H MULLION W = W 1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H ULLION H = H1 +H2 (I) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Rob ,i '.. Crork. P. E. PE #39712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS ft 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Raved 9y: F.K. Rend 9y: F.K. TA/06Rovtskns: 1%9/06 8— REVISE ANCHORAGE 5%3/06 NO: NO GHG 1111S SHT Orown 9y: P.J.P. 48/00 trescripttan: 2" HEAVY WALL, ELEVATIONS • ALUMINUM TUBE CLIPPED MULLION Series /Modek MULLS Saok< NTS o/ 5 Drawing 6223 PGT 2x MULLION " OR 6" 2" MULL =1" MIN. 2h(TYl(TYP MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 2x MULLIO FOR 2" MULL 1 PGT 2x MULLION— 12 FH SMS PGT 2x MULLIO STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 TYPICAL MULLION TO MULLION INSTALLATION. DETAIL :4" WOOD /—BUCK r•-4" OR 6 "---1 WOOD BUCK WOOD REMOVED TO r MIN. CONCRETE 7 /! *MT)) a I 1 MIN. /12 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 *Tr') 12 SCREW, I n'P) SEE NOTE 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK, DETAIL "= " NOTES; 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAM! —DADE COUNTY APPROVED MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE IS 2 1/2 ". ELCO 1/4" SS4 CRETE —FLEX ANCHORS MAY BE USED INSTEAD OF 1/4" TAPCONS PROVIDED EMBEDMENT IS INCREASED TO 1 3/4 ". 2. 1/4" TAPCONS OR ELCO 1/4" SS4 CRETE —FLEX MASONRY ANCHORS MAY BE USED INSTEAD OF #12 SCREWS FOR WOOD APPLICATIONS. 3. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL —TO —CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING. (MINIMUM OF 2 SCREWS PER CLIP) 4. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 5. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. PGT 2x MULLION— Robert } TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C ", #12 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 1/4" TAPCON SEE NOTES 1 & 3 " OR 6" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 14 MIN. WOOD BUCK 1/4" TAPCON, SEE NOTES 1 & 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL °D" TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 3912 P.E. Structural 1070 7ECHN0LOGY DRIVE NOKOMIS FL 34275 P.O. 807 1529 NOKOMIS, FL 34274 F K nro/�3 /06 B ANCHORAGE F.K. 5 /3/04 C —NO CHG THIS SHT P. P. 428/00 !>mdrt�n: 2" HEAVY WALL, CLIP INSTALLATION DETAIL ALUMINUM TUBE CLIPPED MULLION Solos/Mode Scotto Shoot: Wooing No. MULLS NTS 2 et 5 6223 Roc C MIN. (TYP) MAx. 2" MULL CLIP EXTRUSION DWG #513 2" MULL CLIP W/TABS REMOVED EXTRUSION DWG #513 ;4 %2 (3) ANCHOR LOCATIONS iMIN. FROM ENDS (TYP) MIN. (TYP) I•A%2•Iit (3) ANCHOR LOCATIONS CLIP LENGTH CHART FOR Ix MULL MULL SIZE A' 2x4x 1/4 3 7/16 2 x 6 x 1/4 5 7/16 g MIN. —j - 3 MIN. MIN. 3 MIN. (4) ANCHOR LOCATIONS MIN. FROM ENDS (TYP) —"- MIN. (TYP) A' (4) ANCHOR LOCATIONS NOTES: 1 IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. A MIN. %2 16) ANCHOR LOCATIONS MIN. FROM ENDS (TYP) MIN. (TYP) 16) ANCHOR LOCATIONS A ('A'- 3/4)/3 MIN. 3 EQ. SP. MIN. ® (A'- 3/4)/3 3 EQ. SP. MIN. A' (8) ANCHOR LOCATIONS MIN. FROM ENDS (TYP) i MIN. (TYP) ®� --(A'- 3/4)/3 --I A' (8) ANCHOR LOCATIONS MIN. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS aeFe. 119/06 53/06 El 3-4 HOLE APP. Moviskam C MISSING DIM. Dram Sr: P.J.P. 46/00 2» HEAVY WALL, ANCHOR LOCATIONS 1070 TECHNOLOGY NINE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 ALUMINUM TUBE CLIPPED MULLION Swtea /mmok MULLS Scare: NTS 3 e,5 +xox"s 6223 1 4 NOTE; 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 I 4 2x HEAVY WALL MULLS MAT'L: 6063 —T6 memegrliftfillias feetiFif 11 ce TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS rt L PE #3�2 P.E. Structural QQ �9/06 ?73/06 428/00 8 -NO CHG. IMS 9HT. Rebloas C -NO CHG THIS SHT Ottortarpttorn 2" HEAVY WALL, MULLION PROFILES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, Ft 34274 >me: ALUMINUM TUBE CLIPPED MULLION Serko /NWee MULLS Scaler 1x Sneer 4 oa5 Drawing 6223 CHART 2. - 2x6x.250 50 OPENING WIDTH IN INCHES 60 70 80 90 100 110 120 130 160 ANCHOR TYPE & QTY. (3) A (6) B (4) A (8) B (3) A (6) B (4) A (8) B (3) A (6) B (4) A (8) B (3) A (6) B (4) A (8) B (3) A (6) B (4) A (8) B (3) A (6) B (4) A (8) B (3) A (6) B (4) A (8) B (3) A (6) B (4) A (8) B (3) A (6) B (4) A (8) B (3) A (6) B (4) A (8) B co Y z z 42 48 50.625 54 60 63 66 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 168 170 162 170 159 170 158 170 158 170 72 76 78 84 90 96 108 111 144 170 170 170 170 170 170 165 170 154 170 146 170 140 170 136 170 134 170 133 170 170 170 170 170 168 170 154 170 143 170 135 170 129 170 125 186 122 162 119 159 170 170 170 170 162 170 148 170 138 170 130 170 124 165 119 159 116 155 113 151 170 170 166 170 148 170 134 170 124 166 117 155 111 148 106 142 103 137 130 170 170 153 170 136 170 123 164 113 151 106 141 100 133 96 127 92 123 86 116 165 170 142 170 125 167 113 151 104 139 97 129 91 123 87 115 83 109 77 98 Vertical Mull Mull Length Opening Width Horizontal Mull Opening Wir FL Mull Multiple Mulled Units Length Opening Width 144 170 123 163 109 141 98 125 89 112 83 102 78 95 73 88 70 83 63 73 140 170 119 154 105 133 94 118 86 106 80 97 75 89 71 83 67 78 61 105 108 89 90 78 78 69 69 61 61 56 56 51 51 47 47 44 44 37 37 CHART 1. - 2x4x 250 OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 ANCHOR TYPE & QTY. (3) A (3) A (3) A (3) A (3) A (3) A (3) A (3) A (3) A (3) A (6) B (6) B (6) B (6) B (6) B (6) B (6) B (6) B (6) B (6) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 166 182 160 159 159 170 170 170 170 170 170 170 154 149 146 145 145 166 152 142 135 129 125 123 122 170 170 154 141 131 124 119 115 112 109 170 167 149 136 127 119 114 110 107 104 177 153 136 124 114 107 102 98 94 90 163 141 125 113 104 97 92 88 85 79 151 129 112 100 91 83 78 73 69 63 107 90 78 69 62 57 53 49 47 41 98 83 72 63 57 52 48 45 43 37 45 37 32 28 26 23 21 20 18 16 NOTE ; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MUL77PLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT F71-2902, 2903 AND 2975 4. ANCHOR TYPES: A. 1/4" TAPCON B. #12 SCREW TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS at+ L iidek, ?.E. PE !39712 swcaa4 8-REWSE ANCHORAGE Reviedonec DesarIptivor 2" HEAVY WALL, PRESSURE CHARTS 1 & 2 1070 nrcHNowor DRIVE NOKOMIS. Pt 34295 P.O. BOX 1529 NOKOMIS, FL J4274 ALUMINUM TUBE CLIPPED MULLION sviwAtocte MULLS ScakK NTS Donring No. RAYMOND B SSII Nt witEard REszumnrop WENN. & BREAD d6li @ MONTI ELEVATION �TRZIC'I GR°N1� 061DalleaTION§ 800 GLOUCHESTER STREET BOCA RATON, FL. 33487 LIC. # AR0016044 WORK : 561 - 706 -1809 FAX: 561 - 997 -5830 Page 1 of 19 PROJECT : WIESE RESIDENCE CLIENT : ARCHITECTURAL CONCEPTS JOB N° : DATE : PAGE: DESIGN BY : DC REVIEW BY : F.B.C. 2007 a= 3.72 ft Page 2 of 19 Design Wind Pressure Zone Gross Uplift Net Uplift Wall, Windows & Door Pressure (P.S.F) ENCLOSED STRUCTURE Roofing (1) Negative -50.03 -50.03 (2) Negative - 87.09 -87.09 (3) Negative - 128.78 - 128.78 Wall (4) Negative -59.29 (5) Negative -73.19 (4) & (5) Positive 54.66 a= 3.72 ft Page 2 of 19 PROJECT : WIESE RESIDENCE CLIENT : ARHITECTURAL CONCEPT JOB N° : DATE : Input B= L= Eave Height ( H) = Ridge Height ( H) = Mean Roof Height ( H ) = Roof Pitch = Roof Angle = Roofing Area = Basic Wind Speed : Exposure : C Importance : II ASCE Combinations: No Structure type : ENCLOSED Structure Rigidity : Rigid 37.17 ft 48.00 ft 11.50 ft 14.50 ft 13.00 ft 3.00/12 14.04 ° 10.00 ft2 146,00 MPH See Computer Output : Windward + Leeward = 48.89 psf PAGE: DESIGN BY : DC REVIEW BY : F.B.C. 2007 Page 3 of 19 STRUCTURAL AIDE DESIGN AND ENGINEERING Detailed Wind Load Design (Method 2) per ASCE 7 -05 Analysis by: DC Company Name: ARCHITECTURAL CONCEPTS Description: WIESE RESIDENCE User Input Data Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I, II, III, or I 11 Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Gabled Kd (Directonality Factor) 1 Eave Height (Eht) 11.50 ft Ridge Height (RHt) 14.50 ft Mean Roof Height (Ht) 13.00 ft Width Perp. To Wind Dir (B 37.17 ft Width Paral. To Wind Dir (L 48.00 ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.35 Flexible Structure No Calculated Parameters Importance Factor 1 1 1 Hurricane Prone Region (V >100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 0.650 Cc = 0.200 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft Gust Factor Category I: Rigid Structures - Simplified Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.851 Gust Factor Category II: Rigid Structures - Complete Analysis Zm Zmin 15.00 ft lzm Cc * (33Iz) "0.167 0.2281 Enclosed Buildings Lzm I *(zm/33) ^Epsilon 427.06 ft Q (1/(1 +0.63 *((B +Ht) /Lzm) "0.63)) "0.5 0. 925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.9271 0.8866 Gust2 Gust Factor Summary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gc i Max+ Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 1 -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 ARCHITECTURAL CONCEPTS Page 4 of 19 8/7/2011 Page No. 1 of 4 8/7/2011 STRUCTURAL AIDE DESIGN AND ENGINEERING Detailed Wind Load Design (Method 2) per ASCE 7 -05 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev 0 Kz Kzt qz 1b/ft^2 Pressure (Ib/ft ^2) 2.01 *(15 /zg)"(2/Alpha) Windward Wall* Leeward Wall Total Shear Moment +GCpi -GCpi +GCpi -GCpi + /-Gcpi (Kip) (Kip -ft) 15 0.85 1.00 46.32 23.16 39.84 -25.73 - 9.05 48.89 27.26 204.45 ote: 1) Positive forces act toward the face and Negative forces act away from the face. Figure 6 -6 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting System (Method 2) AA. 4 � w � M EN � N JUIM L Variable Formula Value Units Kh 2.01 *(15 /zg)"(2/Alpha) 0.85 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256 *(V) ^2 *I *Kh *Kht *Kd 46.32 psf Khcc Comp & Clad: Table 6-3 Case 1 0.85 Qhcc .00256 *V ^2 *I *Khcc *Kht *Kd 46.32 psf Wall Pressure Coefficients, Cp Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 Developed by Meca Enterprises, Inc. Copyright 2006 ARCHITECTURAL CONCEPTS Page 5 of 19 Page No. 2 of 4 STRUCTURAL AIDE DESIGN AND ENGINEERING Detailed Wind Load Design (Method 2) per ASCE 7 -05 Roof Pressure Coefficients, Cp Roof Area (sq. ft.) Reduction Factor 1.00 Calculations for Wind Normal to 37.17 ft Face Additional Runs rnay be req`d for other wind directions Cp Pressure (psf) +GCpI -GCpi Leeward Walls (Wind Dir Normal to 37.17 ft wall) -0.44 -25.73 -9.05 Leeward Walls (Wind Dir Normal to 48 ft wall) -0.50 -28.03 -11.35 Side Walls -0.70 -35.90 -19.22 Roof - Wind Normal to Ridge (Theta > =10) - for Wind Normal to 37.17 ft face Windward - Min Cp -0.56 -30.26 -13.58 Windward - Max Cp -0.05 -10.23 6.45 Leeward Normal to Ridge -0.46 -26.58 -9.91. Overhang Top (Windward) -0.56 -21.92 -21.92 Overhang Top (Leeward) -0.46 -18.24 -18.24 Overhang Bottom (Applicable on Windward only) 0.80 31.50 31.50 Roof - Wind Parallel to Ridge (All Theta) - for Wind Normal to 48 ft face Dist from Windward Edge: 0 ft to 26 ft - Max Cp -0.18 -15.43 1.25 Dist from Windward Edge: 0 ft to 6.5 ft - Min Cp -0.90 -43.77 -27.10 Dist from Windward Edge: 6.5 ft to 13 ft - Min Cp -0.90 -43.77 -27.10 Dist from Windward Edge: 13 ft to 26 ft - Min Cp -0.50 -28.03 -11.35 Dist from Windward Edge: > 26 ft -0.30 -20.15 -3.47 * Horizontal distance from windward edge Developed by Meca Enterprises, Inc. Copyright 2006 ARCHITECTURAL CONCEPTS Page 6 of 19 8/7/2011 Page No. 3 of 4 STRUCTURAL AIDE DESIGN AND ENGINEERING Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 3.717 ==> a 2 1 2 a 3.72 ft a Double Click on any data entry line to receive a help Screen Component Width (ft) Span (ft) Area (ft"2) Zone GCp Wind Press (Ib /ft"2) Max Min Max Min 1 ROOFING 1 1 1.00 1 0.50 -0.90 31.50 -50.03 2 ROOFING 1 1 1.00 2 0.50 -1.70 31.50 -87.09 3 ROOFING 1 1 1.00 3 0.50 -2.60 31.50 - 128.78 4 WALLS 1 1 1.00 4 1.00 - 1.10 54.66 -59.29 5 WALLS 1 1 1.00 5 1.00 - 1.40 54.66 -73.19 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 ARCHITECTURAL CONCEPTS Page 7 of 19 8/7/2011 Page No. 4 of 4 CONCRE Il PROJECT : A/C CONCRETE SUPPORT CLIENT : C.Q. ARCHITECTS JOB NO.: DATE : PAGE: DESIGN BY : DC REVIEW BY : AA WIND CALCULATIONS (A.S.C.E. 7 -05 ) V= 146 mph Wind speed Fig 6-1b, pg 37 Importance ( I ) = 1.00 Importance Factor, page 73 Category = 11 Table 1 -1 pg 4 Exposure = C Page 28 L = 48.00 ft Length of Building B = 37.17 ft Width of Building Mean Roof Height = 13.00 ft Mean Roof height Pitch= 3.00/12 Reinf Spacing Wall Height Eff. Wind Area GCp + Zone 4&5 GCp - Zone 4 GCp - Zone 5 0.67 ft 3.00 ft 3.00 112 1.000 -1.100 -1.400 yb = 46.32 psf 0 = 14.04° Zone 4 + P = 54.66 psf z = 15.00 Zone 4 - P = -59.29 psf Kz = 0.85 Table 6 -3, Case 2, pg 75 Zone 5 + p = 54.66 psf Kd = 1 Table 6-6 pg 76 Zone 5 - P = -73.19 psf Kzt = 1 Fig 6-4 pg 47 GCPi= +! -0.1$ Enclosed= 0.18,Par•.... ..... 0.55 .. ......-,.._.._. ._.._.._.._.._.._....... -... ,-.._.. Masonry Wall Calcul_ tio:_.._.:_. ._.._.._.._.._.._.._.._.._.._.. db�= #5 Bar Diameter s= 8.00 In Bar Spacing h„afi = 3.0011 Floor Height Zone = 4 Location for Windload w = 59.29 psf Wind Load P = 173 lbs/ft Gravity Load into Wall Flements Pronertie Steel Properties Concrete Masonry Properties Es = 2.90F,+07 psi Em= 1.4 E +06 psi modulus of elasticity of masonry, Section 1.8.2.2.1 Fv = 60000.00 psi : fm= 1500.00 psi net area compressive strength of concrete masonry Fs = 24000.00 psi 1 Fb = 500.00 psi allowable compressive stress in masonry due to bending/axial loading ih _ 8.00 in Overall depth of section for nominal 8" masonry . 4.00 in Bar is to be placed at the center of wall tfacesbell = 1.25 in Nominal thickness of faceshell _ A°= 30.0 in2 Net area considered for loading, face shells mortared, per foot basis The width of compression block is the lesser of the following Compare these values and choose the least value for b, 2.3.3.3.1 bl = 8.00 in fill cell spacing e. ............. .t b2 = 48.00 in 6 x wall thickness b3 = 72.00 in maximum as allowed by code Ac At b =8.00 in The width of the commpressionblock allowed ._.._.._..1■1..1■1..■..■..■.. b,= 12,00in (perftofwall) I� = 1.95 in4 12= 345.63 in4 A,= 15.0 in2 A2= 30.0 in2 ho =3.38 in r =3.39 in h,,,all / r= 10.61 FA = 372.85 psi hwall/r < 99 I I Flo = 373 psi FA2 = 16335 psi 1 Page 8 of 19 PROJECT : A/C CONCRETE SUPPORT CLIENT : G.Q. ARCHITECTS JOB NO.: DATE : PAGE: DESIGN BY : DC REVIEW BY : AA n= 21.48 b= 8.00 in db, = 45 Abme 0.31 in2 rho = 0.009587 k= 0.468080 k x do, ,y= 1.87 in j = 0.84397 j x dm...ory= 3.38 inch Determination of Maximum Moment Masonry calculations ._.._.._..�.._.. -.. -.. Es /EM The width of the compression block allowed Bar Diameter Bar Area Ratio of Area of steel to uncracked section Location of neutral axis from outside face of Block Distance between tension & Compression forces CASE1 CASE 2 CASE 3 Case = 1 Choose 1, 2 or 3 MMnx= 534 ft.in -, MINI = 57 ft.in -. Mac = 477 ft.in P= 173.33Ibs --------•.-- ft ..-..-..... .- ..- ..- ..- ..-..- ..- ..- .. -.. -.. Checking Allowable Stresses ..-..-. .- ..- ..- ..- ..- --- --- ..- .. -.. -.. Acting Stress fs 0.46 ksi fA + fs 27 psi fA 5.78 psi Allowable Stress 1.33Fs 32.00 ksi 1.33Fb 666.67 psi 1.33FA 497.13 psi OK!! OK!! OK!! Gravity Load into Wall Calculation. -.. �.. �.. �.. -.. -.. -.. -.. -.. -.. -.. -.. Item Width Unit Load Total Load High Roof Item 2nd Floor Wall Item 2nd Floor Point Load Item 2nd Floor Slab Item Low Roof Item 1st Floor Wall Item 2nd Floor Point Load 0.00 ft 0.00 psf 0.00 lbs/ft Total Load 0.00 lbs/ft Total Load 0.00 Ibs/ft Total Load 0.00 Ibs/ft Total Load 0.00 lbs/ft Total Load 173.33 lbs/ft Total Load 0.00 lbs/ft Height 0.00 ft Height 0.00 ft WldthTRTR 0.00 ft WidthTO a 0.00 ft Height 2.17 ft Height 2.17 ft Unit Load 0.00 psf Unit Load 0.00 lbs Unit Load 188.00 psf Unit Load 0.00 psf Unit Load 80.00 psf Unit Load 0.00 Ibs P= 173.33 Ibs/ft Page 9 of 19 CONCRETE FLAT BEAM DESIGN PROJECT : WIESE RESIDENCE PAGE : CLIENT : ARCHITECTURAL CONCEPTS DESIGN BY: DC JOB N° : SILL DATE: 8/7/2011 REVIEW BY : ACI 318-05 INPUT DATA • LOADS fc = 3.00 ksi Ec = 3122.02 ksi Fy = 60.00 ksi b = 8.00 in h = 8.00 in cover = 1.50 in d= 6.501n IcR = 153.60 In4 Sxx = 38.401n3 FROM ROOF : WTRIBUTARY = 0.00 ft DL = 0.00 lbsIft LL = 0.00 lbstft FROM FLOOR : WTRIBUTARY = 0.00 ft DL = 0.00 Ibs/ft LL = 0.00 lbsift FROM STAIR/BALCONY: WTRIBUTARY = 0.00 ft DL = 0.00 lbs/ft LL = 0.00 Ibs/ft FROM GROUND SLAB: WTRIBUTARY = 0.00 ft DL = 0.00 Ibs/ft LL = 0.00 lbsift FROM DECK/EXTERIORS: WTRIBUTARY = 0.00 ft DL = 0.00 Ibs/ft LL = 0.00 lbsIft TOTAL LOAD : DL = 95.35 Ibs/ft LL = 0.00 Ibslft Area = 64.00 In2 %Cr. = 55.00% F.S. = 1.32 INPUT DATA : SPAN 1 = 9.33 ft lyy = 153.60 in4 Windward + Leeward = Concr. Weight = Reinf. Wall = Glass Weight = WIND LOAD : WTRIBUTARY = 4.33 ft HORIZ. WIND = 211.86 Ibs/ft GLASS WALL : THICKNESS = 0.50 in HEIGHT = 4.25 ft DL = 28.69 Ibs/ft MASONRY WALL : HEIGHT = 0.00 ft DL = 0.00 lbs/ft SELFWEIGHT : AREA = 0.44 ft2 DL = 66.67 lbs/ft 48.89 psf 150.00 pcf 100.00 psf 162.00 pcf DESIGN LOADS ROOF: DL = 35.00 psf LL = 30.00 psf INTERMEDIATE FLOOR : DL = 150.00 psf LL = 40.00 psf STAIRS & BALCONIES: DL = 130.00 psf LL = 80.00 psf GROUND FLOOR : DL = 145.00 psf LL = 40.00 psf POOL DECK & EXT.SLAB : DL = 0.00 psf LL = 0.00 psf LOAD CASE TO USE 1.DL +1.6 LL Qu = 114.43 Ibs/ft ( For Vertical Load ) W= 211.86 lbs/ft ( For Horizontal Load ) Page 10 of 19 PROJECT : WIESE RESIDENCE CLIENT : ARCHITECTURAL CONCEPTS JOB N° : SILL DATE : CONCRETE FLAT BEAM DESIGN' PAGE: DESIGN BY : DC 8/7/2011 REVIEW BY : ACI 318-05 LOADS : MOMENT : DEFLECTION : REACTIONS SUPPORT 1 SUPPORT 2 M = 0.00 ft.kips Mme+ = 1.25 ft.kips VmAx = 0.53 kips Tom= 0.00 %kips At= = 0.1407 in DL = 0.44 kips DL = 0.44 kips ( FOR ULTIMATE LOAD ) LL = 0.00 kips LL = 0.00 kips IMMEDIATE DEFLECTION CHECK : (USING IcR ESTIMATED ) Atom = 0.1173 in ( DEAD LOAD ONLY ) AALLOWABLE = 0.3111 in Ok TOTAL = 0.44 kips TOTAL = 0.44 kips Page 11 of 19 PROJECT : WIESE RESIDENCE CLIENT : ARCHITECTURAL CONCEPTS JOB N° : SILL DATE : CONCRETE FLAT BEAM DESIGN PAGE: DESIGN BY : DC 8/7/2011 REVIEW BY : ACI 318 -05 INPUT = 3.00 ksi Fv = 60.00 ksi b= 8.00 in d= 6.50 in Mu = 0.00 ft -kips Vu = 0.53 kips Light weight concrete factor (NW =1, LW =.75) = 1,00 CRACK CONTROL: Ma= Cover = 0.00 ft -kips 1.50 in TORSION: Tu = 0.00 ft-kips h= 5.00 in NEGLECT TQR ION Dist to CL Tie= 1.50 in # of bars 1#4 1 #5 1#6 1 #7 1#8 1#9 1 #10 1 #11 CONCRETE BEAM DESIGN BENDING, As = 0.00 in2 AS MIN = 0.00 in2 As MAx = 0.83 in2 OvVc = 4.27 k VS (REQ.) = 0.00 k Tut = At/s = Av +2At/s = Av +2At(m) = AI /4 = Total As = p = 0.00000 P MIN = 0.00000 pMAx= 0.01604 1 TORSION 0.84 ft-kips 0.00 in2 0.00 in2 0.01 in2 0.00 in2 0.00 in2 BEAM BOTTOM REINFORCING STIRRUPS As Size 2 legs 4 legs 0.20 in2 #3 @ 33.0 in 66.0 in 0.31 in2 #4@ 58.5 in 117.0 in 0.44 in2 #5 @ 91.5 in 183.0 in 0.60 in2 #6 @ 132.0 in 264.0 in 0.79 in2 0.99 in2 ** 1.23 in2 ** 1.48 in2 ** Max Rebar Spacing for crack control = 11.25 in REAM REINFORCING Use2 #5Top Use 2 # 5 Bottom Use Stirrups # 3 @ 4" Av /S =0.00 in2 Av /SMIN= 0.00in2 (Torsion steel all 4 faces) (As plus AI /4) Page 12 of 19 CONCRETE FLAT BEAM DESIGN PROJECT : WIESE RESIDENCE PAGE : CLIENT : ARCHITECTURAL CONCEPTS DESIGN BY : DC JOB N° : SILL DATE : 8/7/2011 REVIEW BY : ACI 318-05 INPUT, = 3.00 ksi Fr = 60.00 ksi b= 8.00 in d= 6.50 in Mu = 1.25 ft-kips Vu = 0.53 kips Liaht weight concrete factor (NW =1, LW =.75) = 1.00 CRACK CONTROL: M8 = 0.95 ft-kips Cover = 1.50 in TORSION: Tu = 0.00 ft -kips h= 5.00 in NEGLECT TORSION Dist to CL Tie= 1.50 in CQNCRETE BEAM DESIGN BENDING, AS = 0.04 in2 AS MIN = 0.06 in2 As Mnx = 0.83 in2 p = 0.00083 PMIN= 0.00111 p MAx = 0.01604 SHEAR OvVc = 4.27 k VS (REQ.) = 0.00 k TORSION TcR = 0.84 ft-kips At/s = 0.00 in2 Av +2At/s = 0.00 in2 Av +2At(m) = 0.01 in2 AI /4 = 0.00 in2 Total As = 0.04 in2 BEAM BOTTOM REINFORCING STIRRUPS # of bars As Size 2 legs 4 legs 1 #4 0.20 in2 #3 @ 33.0 in 66.0 in 1 #5 0.31 in2 #4@ 58.5 in 117.0 in 1 #6 0.44 in2 #5 @ 91.5 in 183.0 in 1 #7 0.60 in2 #6 @ 132.0 in 264.0 in 1 #8 0.79 in2 1 #9 0.99 in2 ** 1 #10 1.23 in2 " 1 #11 1.48 in2 *" Max Rebar Spacing for crack control = 13.99 in SEAM REINFORCING Use 2 # 5 Top Use 2 # 5 Bottom Use Stirrups # 3 @ 4" Av /S= 0.00 in2 Av / S MIN = 0.00 in2 (Torsion steel all 4 faces) (As plus AI /4) b h Page 13 of 19 CONCRETE'` FLAT BEAM DESIGN PROJECT : WIESE RESIDENCE PAGE : CLIENT : ARCHITECTURAL CONCEPTS DESIGN BY : DC JOB N° : SILL DATE : 8/7/2011 REVIEW BY : ACI 318 -05 DEFLECTION CALCULATION N° DIAM. AREA A's= 2 #5 0.61 in2 As= 2 #5 0.61 in2 Ec = 3122.02 ksi Es = 29000.00 ksi CENTROID LOCATION AND Ia FOR UNCRACKED SECTION : n = 9.29 Es Ec n Al s 9.29 area (in2) 0.61 n *area 5.70 yi (in) yi *n *area I (in4) d (in) d2 (in2) 1.50 8.55 0.00 -2.50 6.25 d2 *n *area 35.62 As 9.29 0.61 5.70 6.50 37.05 0.00 2.50 6.25 35.62 Ac 1.00 64.00 64.00 4.00 256.00 341.33 0.00 0.00 0.00 75.40 _ 301.60 341.33 71.24 y= 4.00 in Ig = 412.58 in4 CENTROID LOCATION AND Iyy FOR CRACKED SECTION : al = 1.00 a2 = 2.70 a3 = -10.53 9= 2.17 in IcR = 136.41 in4 CRITICAL RATIO OF MOMENT OF INERTIA : IcR / Ig = 0.331 HEIGHT OF COMPRESSION BLOCK : (3, = 0.85 E = 0.003 in al = 17.34 a2 = 16.57 a3 = - 130.50 al c = 2.31 in b = lbjr3 +(n- 1 )A(Y-d'Y +ni(d -Y� 3 Page 14of19 CONCRETE FLAT BEAM DESIGN PROJECT : WIESE RESIDENCE PAGE : CLIENT : ARCHITECTURAL CONCEPTS DESIGN BY : DC JOB N° : SILL DATE : 8/7/2011 REVIEW BY : ACI 318-05 CRACKING MOMENTS AND NON - FACTORED MOMENT AT MAX. DEFLECTION POINT : fr = 0.41 ksi lr = 7,5� MCR+ = 42.37 in -kips I = MCR = 42.37 in -kips ' Yr M8+ = 11.39 in -kips Me = 0.00 in -kips le = 412.58 in4 IMMEDIATE DEFLECTION CHECK AMAX = 0.0398 in ALLOWABLE = 0.3111 In 1' (9 -10) (9-9) ( DEAD LOAD + LIVE LOAD ) Ok LONG TERM DEFLECTION CHECK : = 2.0 5 years d' razore .............. ............ ..... ....... ... ........... 2.0 12 months.................. .............. ............................1.4 Smonths ..... ...................... ............................1.2 p' = 0.012 AA = 1.26 AMAX = 0.0500 in AALLOWABLE = 0.4667 in 3 m ............................... ............................... 1,0 + 50p' ( DEAD LOAD + LIVE LOAD ) Ok (9-8) Page 15 of 19 • CONCRETE FLAT. BEAM DESIGN PROJECT : WIESE RESIDENCE PAGE : CLIENT : ARCHITECTURAL CONCEPTS DESIGN BY : DC JOB N° : SILL DATE : 8/7/2011 REVIEW BY : ACI 318-05 LOADS : MOMENT : AA DEFLECTION : MM = 0.00 ft.kips MM+ = 2.31 ft.kips Vwx = 0.99 kips TmAx = 0.00 ftkips A = 0.0753 in REACTIONS SUPPORT 1 SUPPORT 2 ( FOR WIND LOAD ) IMMEDIATE DEFLECTION CHECK : ( USING IcR ESTIMATED ) AMAX = 0.0753 in AALLOWABLE = 0.3111 in Ok TOTAL = 0.99 kips TOTAL = 0.99 kips Page 16 of 19 CONCRETE FLAT BEAM DESIGN PROJECT : WIESE RESIDENCE PAGE : CLIENT : ARCHITECTURAL CONCEPTS DESIGN BY : DC JOB N° : SILL DATE : 8/7/2011 REVIEW BY : ACI 318 -05 INPUT, = Fy = b= d= Mu = Vu = 3.00 ksi 60,00 ksi 8.00 in 6.50 in 2.31 ft -kips 0.99 kips Light weight concrete factor (NW =1, LW =.75) = 1.00 CRACK CONTROL;, Ma = Cover = 2.31 ft -kips 1.50 in TORSION: Tu = 0.00 ft-kips h= 0.00 in NEGLECT TORSION, DisttoCLTie= 1.50 In # of bars 1#4 1 #5 1#6 1 #7 1#8 1#9 1 #10 1 #11 CONCRETE BEAM DESIGN BENDING, AS = 0.08 in2 AS MIN = 0.11 in2 AS Max = 0.83 in2 p = 0.00155 P MIN = 0.00206 p MAX = 0.01604 SHEAR OvVc = 4.27 k VS (REQ.) = 0.00 k ION TcR = 0.00 ft-kips At/s = 0.00 in2 Av +2At/s = 0.00 in2 Av +2At(m) = 0.01 in2 AI /4 = 0.00 in2 Total As = 0.08 in2 BEAM BOTTOM REINFORCING STIRRUPS Size 2 legs 4 Iegs #3@ 33.0 in 66.0 in #4@ 58.5 in 117.Oin #5@ 91.5 in 183.0 in #6 @ 132.0 in 264.0 in As 0.20 in2 0.31 in2 0.44 in2 0.60 in2 0.79 in2 0.99 in2 1.23 in2 1.48 in2 Max Rebar Spacing for crack control = 11.25 in BEAM REINFORCING Use 2 # 5 Front Use 2 # 5 Back Use Stirrups # 3 @ 4" Av /S= 0.00 in2 Av /SHIN= 0.00in2 (Torsion steel all 4 faces) (As plus AI /4) Page 17 of 19 1 CONCRETE FLAT BEAM DESIGN PROJECT : WIESE RESIDENCE PAGE : CLIENT : ARCHITECTURAL C ONCEPTS DESIGN BY : DC JOB N° : SILL DATE : 8/7/2011 REVIEW BY : ACI 318 -05 DEFLECTION CALCULATION N° DIAM. AREA A's= 2 #5 0.61 in2 As= 2 #5 0.61 in2 Ec = 3122.02 ksi Es = 29000.00 ksi CENTROID LOCATION AND la FOR UNCRACKED SECTION : n = 9.29 n A's 9.29 As 9.29 Ac 1.00 E Ec area (in2) 0.61 0.61 64.00 n *area 5.70 5.70 64.00 yi (in) 1.50 6.50 4.00 yi *n *area 8.55 37.05 256.00 I (in4) 0.00 0.00 341.33 d (in) -2.50 2.50 0.00 d (in`) 6.25 6.25 0.00 d2 *n *area 35.62 35.62 0.00 75.40 301.60 341.33 y= 4.00 in 19 = 412.58 in4 CENTROID LOCATION AND Iy,r FOR CRACKED SECTION : al = 1.00 a2 = 16.37 a3 = -10.53 y= 0.62 in IcR = 4.15 in4 CRITICAL RATIO OF MOMENT OF INERTIA : IcR /Ig= 0.010 HEIGHT OF COMPRESSION BLOCK : = 0.85 e = 0.003 in al = 17.34 a2 = 53.38 a3 = - 130.50 a3 71.24 ' =1W +(n -1 (y -d'y+ (d -yr 3 c = 1.61 in Page 18 of 19 1 • CONCRETE FLAT BEAM DESIGN PROJECT : WIESE RESIDENCE PAGE : CLIENT : ARCHITECTURAL CONCEPTS DESIGN BY : DC JOB N° : SILL DATE : 8/7/2011 REVIEW BY : ACI 318 -05 CRACKING MOMENTS AND NON - FACTORED MOMENT AT MAX. DEFLECTION POINT : = 0.41 ksi McR+ = -42.37 in -kips McR = 42.37 in -kips Ma+ = 0.00 in -kips Me = 27.72 in -kips le = 412.58 in4 IMMEDIATE DEFLECTION CHECK : AMAX = 0.0211 in 11ALLOWABLE = 0.3111 In LONG TERM DEFLECTION CHECK : S ye a 2.0 12 ......................... ....... ........... 1.4 Sma ..».......,> .................. ......... >, >............,. >1.2 = 2.0 p' = 0.010 A,= 1.35 AMAX = 0.0285 in AALLOWABLE = 0.3111 in = 7.5 i yt (9-10) (9-9) ( WIND ) Ok 3 m .......>,,.,> ................. ...................., >. » >.,,,,. 1.0 1 +SOp' ( DEAD LOAD + LIVE LOAD ) Ok (9-8) Page 19 of 19